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RICK' Name P Ogc,hAin e u � 1 �-toa SUJ YIderbrb�'- Gir. T Bard Q OIL-�.v..y www,Ric sFln /�e cing.co • SCA l�e : 3/32" = 1` Tax lo+k : 2S1111)G 0 v5 v) 00 °IO.n` T - 6' .. 4 \ Itn' � LIABILITY t ---�-� The City of Tigard and its employees shall not be N NSW Nresponsible for discrepancies tAQ.00' C,ov�r 2.y which may appear herein. s' 5 Ce \ X,_ V\OU S e �--- 1'5' 62.\\.\ ..g. ov' s .s3 s._ N. ...N, _ ..4,E1 , , VALIDITY OF PERMIT VC. I / THE ISSUANCE OF A PERMIT j}YtVR. This perrlt elr es ri authorize the violatior^ BASED ON CONSTRUCTION W�lot of any rights cf holders of private DOCUMENTS AND OTHER DATA SHALL NOT PREVENT easements.The applicant is urged to contact any sr,ch parties and secure thei! THE CODE OFFICIAL FROM REQUIRING THE CORRECTION . vprovai betake commencing work. OF ERRORS.ORSC 105.4 1I .Vq' D . Approved plans REVIEWED FOR OT)L COMPLIA ' .----\\------e shall be on job site. Approved: { OTC: [ J n Permit#: 'ae--rWV -A bZs O COPY Address: 67420 P�t�k, ok. C ry Suite #: Br It* Date: JL3/24 RICK'S Name__._..Rilltck; v, CUSTOM FENCING & DECKING Phone No. www.RicksFencing.com Email I, T I 1 f eJ . ' 1 1 „ 1 . / y j ---- -- - I®1 ._..._....-- I ir:/ 1 IC iy 1411 ..- S ` V z- Li ' 41 ) 1 \ 1 / ., .4111 1 \ 1 . , , ill 1 ii 1 �¢ �a v I1 1 OFFICE COPY I II R (c � s ....r-_________ t 4 ---• ,� %--- Pi=4 c 1 lik NO • PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC "--.7 POINT OF CONTACTS GENERAL NOTES DRAWR6N(RLS: IW ORi6RY45NV0 YECBYI:330165HDWNIYACIIAY Pt M6i1f053FOC3113,1[t%Ont31169tlDf90..WD130 NDl'*OWE SNEMUM 00,CW3t91,Ti3dtL 4EiWY136101ANU �A 10311335�MO03EC,31E WOK A3 39W IF SMUTIN5,VM2331300.ALLCG6IM'MNMM035,3433M05.0 1FC3NKtlS 5fR4 NA/K45 i40CE0U45. 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DESIGN PARAMETERS 52131025 611-50tW5 Mf 533 0161651536100 WW1 WW YAEWSIYb314CAWWMR3 MN CC451.531926,13:64531.3006,0003/013530313 ECWML ��� ��;Jf � 6.3/611 2 0 1 6TOWOWWO(1D.2**U45CAIW5Aa 0OIAM0TU 33 E 5S3DWA03330311160114 P131663QR0IX56N503CDKAPONS,AA'WOMG A6,03331/tl4a HfAF1.AD 1w 5CRA'S . (.yldG �'`.� %W PC 3Mi1W3A0E01A65C*EW5 LOYtUEYt'<DOrS j $1971PE 3 3053a6tM110ANpp16:PON W2tA*KM&MD 53MLLB 5riX5Mf VICK31110It3t6$0111 s1A311C5153EE1 1KCSA 3033303E6334 90 13 i E1rzRVr t302 N63925PCR 33.T .d { ENC30 •11FA A0t0M0FRE513003 COMERS stormstormet 033 9203l C0NPt0SWiniM 331110N3WCppf5 WRl>13t3t3R1TA 130110EAIPIA 30 RAFT.SPE043lWEC03R&WT WINED. 20TEfiD15/]OIRM1TAtiAC10k4.RLEptGAgAE53pCNCµ;.CIX1fS. 1 MiC0Afg0E66NAT31MtWEDtMYN0E0 P3 MAMt6WMDi3i0M3D313[SO3Cip0NC5fA1613RUMNf.G93E.PAW3C011t1 At&5214030MRtOWMiE1Y x4AXP0R;flE1CAPIK N1yPiV?DMCAt00MYt JUR41htiAND3ESEANFMICWES, iRWARSV&ELt RA yR +P! 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SOLO COVER COMMOTION 1 i {L�&11G "'-"`33 3 1 a 5 f ( TO BLOC SE TGIF 1 NOTE 9 - -_ _^' ' 24a5 RAR.ROAD ST, „�,: gt SR, �"" IV i 3 4 , b s 6 CORONA.C{+92$Bt! f _r �'�/'"� s .S. . 6.. 95173E.46W WI WON�1 SS ODq SEE PEARS i $' } ( "�.�%•. PLATE TYPE SPAT -3*--' .- ,-*. g NI '''""� - �% �- i TW9 (((((( WOO SPEED AND YVONNE a '`�' .,, - I vAETn_ 'um I_+mac txn i4Tc m taco 1!! vi• R OF POSTS WN KT THIS . 8FiM1 a£AR 5PAN ' i ffJM ON_ ...I, EEMA GDR SPAN a1 CONCRETE SIB'SEE 6PANp SHOWN ON SHEETS S6n.x6NOT E%'EEpEp t SE NOTE 5 2,TES TATTLE 6 TONE USED N SOIWNCTiON W5 DETAIL)SE3 DATE SIGNED:DECEMBER 17.2019 _-_. __._..vtF3W1H:'SEE MFIET CONCRETE FTC. 3 INS TATTLE DOES NOT APPLY P THE SCE PLATS ARE PUREED ASEE ROTE i SEE NOTE 5,TYP FOR AE5TNETCAL PtA.4ly E5 ANp THE BEAM SC(]1R1lGSEO Ttr NEE COT LIMN ORECILY PER 2S63OR WEIN A!PACKET PER 1545 A 15E3 T INIQMET}NC �../i TABLE 1-MINNi/t*t MAW{OF COL IAISSION VIEJO 9L89T PNANTMMNY s. REQUIRING TOP ATTACHMENT 949305.1150 1 FAX 949.305.4420 PER 3/88.9 tNs: i.PNE GNQ D3ANme* ,Lful s SHfEitroNN..._49MARAtts, wes?1'P_E A A!CST . I p A SEE DESIGN ASS PAOR NOTE 4 DN cal MR PATO COMERS CDp@STBIG DF SR A W SEE MEETS 54.1 le542 MR BEGAN PROFILES GOI•TITLE SHEET.DESGN LOADS.GENERAL NOTES M f5 COVERS NW LATTICE FRAMING. E SEE SALT 54.6 FOR FAN BEAU WERE OCCURS, GO2-NPEAOAPPROVAL ,✓B.FEKAER OF STRUCTURE`E(TO TOP OF CORER)SHN.L MIT M OVER 42 FE C.SEE MEEEES 9/S72 AO MLR.FM TARES SNORING FWWRRE SEAM SPANS. St.I-SOLID PANEL STRUCTURES:TYPE A C.arm OSERAAE'OH SHALL I4O7 EXCEED 251E Of BEAMS ADJACENT CLEAR SPAN. D.SEE BEET S22 FOR REWCORI a BEAN NAtUYW SPAN MEN{kSAdiA4 FOR SNOWEXCEPTI St,5-SOLOPANELSIRUCTLRES.TRE:IMAM'WOTHSTOBEEXCEPTIONNd G[1Mi1FW ALLOWED AT I REMIT CONNECTED TO 54E OF COL, LOWS 32.1 SOLO PANEL S7RICTLIRES:SNOWLOAD DESIGN.NEED TO CCAVSIDE.4 D.SOLID COVER OVERHANG'ATE SHALL NOT EXCEED 252 OF OEOU OR VP SEED CWFXS E.SEE BEET SE FOR BEAN CONNECTIONS 8 arms. DRIFT AM)SLIDING DESIGN TM,aa,conTTMT REAR SPAN,(OR 24'EMX.AT qP,iMMCHEIEN 6 LESS}. F.SEE SHEET SS.i FOR BEAN SPLICE DETAIL WHOM REQUIRED. S22-SOLI]PANEL STRUCTURES'.SNOW LOAD DESIGN SPAN REDUCTION E,TRIBUTARY MOM ARE AS SHOWN ME MAN •TRW(Bext),K AOAiCENT DECK CUNT SPAN f RIGHT FACTORS DIE TO DRIFT SWING A EXPIRES ON:JUNE 30.202i 4 CatINE6 S3.EAN SOLID PANEL STRUCTURES-ATTACHED COVERS MAX TUTA SPANSAND I I t DECK(NE LEFT STIORMHAA FASTENERS REVISIONS .IRS ADC).4 A0.RCENT MCA CLEM SPAN A SEE TABLE 1 ON T!ffi BEET FOR SMlMMAN]ANGER OF POSTS REQUIRED BASED dl S32.SOLID PANEL STRLA:TURES:CROSS SECTIONS vow OSiE DESCRIPTOR F.THE RAM PA(COVER PROECTMON SAWED RE COMER LI)9TN).NOT INCLWAIG OECD( 33.3 SOLD PANELS7RLRTTT.RES'DUATAIIPIGAAD 7S PAN MAAITBW SPANS AND OR BEAN LMRWO.SAL NOT DE YORE THAN 225 MEN USING(P5GI FOR B.SEESAGE COLINM P�f'ILES, MNN11M FASTENERS -'� ATTACHED PATIO COMPSS4.1-5aW PANEL STRUCTURES-.BEAM PROFILES ^"^ G.THE NATO PA{COVER PROJECTION DNMA BE COVER LENGTH)OW BE LP TO 4.4 C.SEE BEETS 9/572 APO SBxE.X FOR TABLES 5fORQNG WNW PEST SPACING. S4.2-SLILW PANEL STRUCTUURES REAM PROFILES MEN US NC MU NN MO FOOTING SIZES AS IF THE COVER MIS fREESTMOgTO D.SEE BEETS S6ar NO 57.x FM POSTS CONNECTIONS&OFTUdS. 54.3-.SOLO PANEL STRUCTURES COI.UMRFRCiAES S4 4-SOLO PANEL STRUCTURES MEMBERS PROFILES N `d,ENCOO N5 S4,5.SOLID PANEL STRUCTURES CONNECTORS 4STEt ISO MOAT 2_ A�O;OVERS SA 6-SOLID PANEL STRUCTURES'FAN BEAM DE TAXE A SEE SHEETS 57.I MO 57.2 FOR COLUMN CONNECTION TO FOUNDATION. $5.1-SOLID PANEL STRUCTUURES:SELLS DETAILS ItwE SYRvg A SEE SHEET i17A ATM 53.3 FOR OEM PRa7E5 NO W70NN1 SPANS. A. 5EE BEAN SPAN TABLES ON BEET SB...EUR MANUA FOOTING SS FOR PATE SE.T-SOLO PANEL STRl1CTLAffS-ATTACTMTENT TO EXISTING OLXD4NG 1 P SLE BEET 522 FOP.TIIMPANEI INSULATED STRUCTURAL SNOWS PANELS IMOMBI COVER SUPPORTED ON CONCRETE FOOTING.BASED ON SENT SPAN SIET:tED. 56.2-SOLX)PAN LSTRUCit#TES:C CtX2IDE TAILS LWARRAr RE v SPANS. C.SEE ST.I Mt ALTERNATE HI%3NR.SZE5. 56.3 SOLO PANEL STRUCTURES DETAILS I O.TEE 4/S72 FOR ATTACHED PAID CO ER SPPORIEO ON 51�04]ROE_ S7.2.SOLO PANEL STRUCTURES.FCAAADATON DETAILS . Mama MIT C.SEE BEET 52,2 FOR REDUCTION OF SOUR COMA MOXNRAA SINI MEN DES UNO FOR S72-St3tW PANEL S7RUC7Uf#S:FOUNDATION DETAILS t t SNOW LQOS. ,�pp E�Y�A�3 195 .y SSILEI SOLO PANEL STRUCTURES':BEAM SPANS ARO FOUNDATION STTESa IIAZ"IYIO V3.1.2 D.SEE SHEET 53.2 FOR COMIECTNOM OF SOUR COAERS TO SUPPORTING BEAMS. PM LUST.IA MPH E.SEE SALTS S32,S6.T M 562 FOR COMECIMAI Cr SOLO COVERS TO(FJ%FLOOD. G9.1 ADD/TONAL STATE ECEN SURE STAMPS F.AMMRN SLOPE OF SCUD DEM COVERS TO BE PER SIRES 512. C.Wm*MOPE CO'IXNMFAELS TO BE PM SHEET 53.2- SOLID PANEL STRUCTURES; TYPE A SOLID PANEL STRUCTURE TYPE A:ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER . • I20101MYWIAtN MAE II]L__..._,._._..__ armsewatq 071 6 1 R 9 1 10 11 12 13 la 11 16 c Il 20 19 20 21 3 21 13 i 24 0 30 35 AD 454_51/ SS 6D 6.5 1A IS 1tO IS 9D 45 100 10.5 119 11S 110 I £0 ItO 50 5 60 63.0 1.5 6.0 0.5 9.0 IS 100 105 11.0 2151 12A NP NP 1 5.0 55 bD 63 I 10 1.5 80 RS 90 95 290 10,5 110 32l 12,0 I&=HP NP M DLMRAL.0 M 3 60 E5 to I..5 !A0 0_S 9.0 91 100 105 110 I15 120 NP NP q NP Mr PIP _,1,..�..-1* ..�.._ e rA A A.1 14D 4S 93 10.5 110 1, 12A NA W VI NP NP IW AP 246S RAILROAD ST, 15 IB 5 4.4 8.5 9.91 95 10.0 10.1 11A 11.5 110 NT NP NIP AP NA IA• MP Np ip NP CORONA.CA 82831 ._._._-�..<-•----gym._-._..._�._.....___ NP MI)P0RIl01130 51115PKYR(IN0ANFIR1.639 3YAABEU. 9r1.1.736.4500 ROUND UP 111131104610 10010 AS 0104002.9 10 USE DESIGN 12/003S. � IiRpFr w.e,S tNIG#dr 3:T PROTECTION 81471PE 0J1 CLEAR SPAN DATE 5:GNE27,DECEMB€R 17,2019 TRIBUTARY_I/2 SPAN 1.0.x. 20030ACERO.SUITE 200 M0$:TRIBUTARY ON IAR.7Y+TF SPANS ISE1X1K MISSION NEJO,CA 9�1 TO CENTER SPAYTD CENTER_.PAN 049.305.11501W 94S.3�7420 1 I A p MO ES TTA EXPIRES ON:JURIE 30.2024 09990516 110111 OA2e Be16*MKx i S331 J001 0 02-91 ( 1 06 01pyt9 BAANA8Y PC C36-900 R05 I � IAPM0 195 V 3.1.2 SOLID PANEL STRUCTURES: TRIBUTARY WIDTH TO REAMS I i S1 .5 - SNOW LOAD DESIGN PARAMETERS 3.x.6110k40,4 t43DSItME15110N THE 7ANCS01 NISti0(WT.tar RWfSND0304611W[MF USIOTOG0101.4111NOSt 149613.pumatOIAPON131.Wit60U OMRNO WOW. 1.WNW SWAVIMM0[1141 1(CONSM{JORI01141001e%l it 1E4141M1t iK1OCX410140Nr,NAVRR',AFgSUk140w*MN MP,404 WOW DIBIFTNIVOR HAM 6 RWJMO PER USING- It,Sa,- C-•ELGu,014T CANAIING PALM 1;+1akYEAtR{WN LSE INF;010VANG TAW[CAR St 11501004140,NF ONLD(WM540W MOS WO*ACE O121144 _ AS[f1-IONq t.t6,54CNpf1./MD/S. GROtre SNOW LORA( )(AS RF.TFREN;0 IN MS R1PORI) 10 20 25 30 34 46 42 50 01 12 M 4.0:1A111011SpDApN7AW RMNG RAVE PiCNCONAO(A(A N TNN SET Of OMWNKS£UPACCKMOC(M:RS GttE#1NOWRUA65[WOK AND 704 A10i+K..GUM RECV017MC40041.4E4 ROOF SNOW LOAD PM OS MED NGAtCUAtgNS) IO 20 21 25.2 3Oi 33.6 35.3 ^<250,1 606 �.}2� LNI41104SNOVI MONO WRESDIVCTOA. _ _ 6.1ASdTpSOISIBI N:xM1YMkKi0RC1NFRiMV>KCO#M%ORRIS ROSCI 10 OF VENMP WPM IT4404 10:11e(SSR£SMU6[EWSNKNG. 2.MAN et$14W%MiP011-. ENNONW5NOW140/1SA MO—Tr'IOW M°S10044/0,16€In COMSP19C0101$TINW:4 ARE Np4t10I44OONt2NMN1N44RWC1.041IION IOW CO R[Ibffl 6.N5INE%Sp0�It1140P INt CNiN4L)N.41611I*URAkNG51WE1N$PIKRECI tUYCINY1wDMtWOSaA:NtM ROWMv:E4tl41 NAYdIGAfl [FAW.. W}im US?"wSNPM'.WHEN NOAOOf SAON'IOAOK1tF(RNOP1 t(KA.AU,tA€rlE CORSMWKGW4TWStltRY:MOYxI+ESxt 0E L1EW1NN li5AG iM5PEPDP7 DURALUM 2485 RAILROAD ST, CORONA,CA 92660 9517364500 SNOW LOAD DESIGN CRITERIA:DRIFT SNOW LOAD DESIGN CRITERIA:SLIDING SLOPEflAO'�taGt c g ' 89$T9PE .16! - 17A � ti...._._ (E)maw SNOW DRIFT DOES NOT NEED TO 8E COT610ERED (E)0l1LLDNG SOW sJONi DOES NOT NEED TO B O1IKIDEREO '9..✓.. I FOR TIE OF ATTACHED COVERS 41 THE FOR THE LESION OF ATTACKED COVERS It RE "\ K R s I PROPOSED FOLLOWNG CONDITIONS- PROPOSED FOLLOWING CO DMOD5: ""7----�" I ATTACHED ATTACHED COVER 1.WEN LENT<WA AS REIFIED N ME TABS BELOW. CEDER 1.WHEN RON SLOPE OF(E)OEM 6 N:121H DATE SIGNED-DECEMBER 17,2019 I OR RATER 457.(P0 t¢ui{aD - .. 2.MEN Stow 20360 ARE DOSING DR(EJ BAG. CONFIGURATION IT+ DIED) TO 9 COtEEEAu1NNi�i ROOF.(ADONC SOW GUARDS tEMIEs SITE , 20 17 SPECE4C f7KtEER7NG FOR(E)MEG.ROOF. ,s 250 17 REGARDLESS OF ROOF SLOPE. .nr11F j '_.. ` 30 20 3 +(E)ROOFSLOPE IS NOT 7046605 LWIFIE ERINLY'- PROPOSED ATTACHED COVER,REMMES5 OF 26030 AMMO.SUITE 200 II 36 23 ROOF SLOPE. MISSION VIEJO.CA 92891 i t 40 25 j 42 26 949. .1150I FAX 949.305.1420 I 50 f (E)MOM1l60 29 33 (E)MALMO i 72 37 84 40 I I PROPOSED ATTACHED COVER COVER 7 ES CONF1CIRATNN 12(F)3bft VE5W3 CONFIGURATION 12(FRONT WE') TM EXPIRES ON:JUNE 30,2021 REVISIONS C�ATiACHEDCOVERS ()ATTACHED COVERS MARK DOE DESLRORDN N.T.S. __ N.T.S. j/\\ 1 1 S / \ S ,��^ <S1F1A8s 00CN2 1 , s �_� 1 d "—- 1 I.-- .'�. � V OATS aTt+NSc I 3!,1 i 6Mrmm ar E ( (E)BUEDNO SNOW GRIT DOES NOT NEED TO BE CONSIDERED r; (F)BUII.ONC SNOW SUMO DOES NOT TEED TO DE CO60FJED ciNCKEo nOs FOR THE DESIGN OF FREEST/HMG WRITS N WE FOR FOR 1HE RESIGN OF FREESTANDING CQM111 N ME 1 PROPDSE0 POWWOW COMMONS: PROPOSED MOWING CUEN OTT: IAPMO 195 V 3.1.2 TREESTAFDE£ I COVER 1.With S>20 F1.OR 5>s A R. CORER 1 MEN R<5.OR 5>15 F7. SOLID PANEL STRUCTURES: 2.WHO/(E)ROOF SLOPE 6 NOT icooas SNOW LOAD DESIGN: PROPOSED ATTACHED CEDER,71GNIMIS5 S NEED TO CONSIDER ROOF SLOPE. FIOIJW4x CO2N+1(`- NEE) cafnATa4N/1(50L DRIFT&SLIDING DESIGN t FREESTAMM COS Q FREESTAMWO COVE ^/ S2.1 N,T.S L N.7.5. A REDUCTION FACTORS:FOR SNOW LOAD DESIGN THE MOAN N ARMHOLE TABULATED SPANS FOR SOLD ROLL FORMED ROOF PANELS AD BEAUS LISE0 IN THE CONSTRUCTION CoF AT1ACIND RESIDENTIAL AND C0IAETE'JAN,COLRS MUST BE ADJUSTED PER TABLES 2 ND 3 WHEN OE51CNR4f.FOR SNOW SIDING MD/OR 1X*001;. Of-SIGN ASS)APTARE to=20 E3.MA%TURN Lu AS OEFRE0 MEOW E Lu IS IM RE THAN 20 FT.,SITE SPECIFIC ON71EERING IS REQUIRED TO GENERATE MER010)01 NE FA CTORS ....... f yy DURAL.Ufi'l. TABLET 1 CASE II:Lu=00ENSTON OF(E)&LONG IRCSI F,WE TO WE. DOS APPLIES WHEN THE(E)ROOF lat,^A RODE WITH A SLOPE OF 30 ATTACHED COVERS-SOLE COVERS..Y�._..- 24ES RATEROAO ST, OR TORE AS SHOW BROW,AND SLOPING HIWMD`THE PAW CORM ROOF PANELS SPANRE077C11pN FACTORS CORONA,CA 97880 ¢VF PAIATA IVPE aJ101AOERIAO ICAO 951.736.4500 FiiO' ,1254 TOWMDS PAM Cea L le StpPF?i*rt _m 2 Y—F'_._.._ _ , J DESIGN FOR OglfT AND SIDING UNLESS MAR PER I/5.2.1 • meat i*f a6 r aura I tin A al.. y }{ R - { LU ..-fILIF SIAa Er (Oa0 1¢6••tw A 1 AA^^^ttF` PR ANY I t- .__--r {....�—._.T ) _s SPAS am am;ass 1 i. `$. fi ''b A4",r'"�' f�_- 1 o. It m A A �— - �� Gf�il€' `< ! Ir,a yr (�-`t 1 ---1 81971 PE saw oft 1 w A a. 'r. , yr.avrMS ¢n I on _ex t at A A A I (E)BLUEING I 5<xANi n co,vrs,on t CO A A ! A i on .Ta an r1.w A A ,}.. LAa.asaio Cf�, ,a„, Ts A AW A A A V`,. �Jti NrAn6 a 11 13 a A �'�`K RCS"' 1sas ¢ e : _.�., _u I MIL 9 auacW316ACI ITOSr76 mu..1010 wa++HNF6msrow.x aossNoxan I DATE SIGNEDOECEMOER 17,2039 IF 0*<IE0A AS DEEMED NI 3/521,SITE SPECRIC ENGINEERING FOR(E)BLOC.ROOF IS REQUIRED TO EVALUATE s+ nA¢7flRw¢w7oRrnQ6 1 PAP THE ACY OF THE ATpTDNAL SLOW SNOW LOAD ON THE.(E)ROOF PER ASCE 7-16,COMINAINIMY SECTION C79. k-aoucnov/AcralosEAs mums Hm1167 Ni 6rnrTaSAF MSS.0.i¢ 1 _ EASE j APPLES TO ODERCASES. 1raExlmr8A36AMIHOAAMnwtaASRow L , DNS OE9Gi1 FqE ORET _.__.. _ _.,).MUM �._._ TABLE a --•_ Eisie/AIEERt& .2r I - - BEAMS SPANREOUCTFCN FACTORS 1 2ISSIO 510,SLATE 200 f MISSION MEIO.0A92691 .._ •.-----__ eEAeATTrc �saAo—sTGRni`D 909.305.1150 I FAX 960.30.342D 1 _v 3N 6'�$' o n a'T (!T 81AdNC p t ur o o.6 w at aA A 1` a PROPOSED ¢3 6V3lgA1 i ; ai .7! wren rr -.•.06 A 1 A [ AA 1 f 1 ATTACHED •1 —_ B] f rCf/1M 6 1 affi A6 1 016 A I A I A ELEMIRM � N ...mt. 4 as LT as f QA A l A • P!b 3SOALWNl al as i OZ } ¢A PAS A A-.; H I2 aA NIL V omsm.` BOD W/RN6_S IMQ COIER ` ' `- -----i O DESIGN FOR DRIFT 1eF 'P muss Q6!oss 1 als OAS A i A i L _,.Y' f j jai' ,i;.-, waNA is "' CM f1Qa i aFii_Al A ) A A ES m 1 { M TIJ*AY ' Ass i W at an A �A rw C50LAWs 1 .. ,..._i EXPIRES ON A#4E 30.202+ SA SO2 S111.a6R OA j QM 1 7.. A A 1 A 1 4 - (T BULGING SP Toi.IRIO¢]3 aA oA i as On A AAA I REBOONS PROPOSED 1 �� 1A a MI I ATTACHEDI a s• o ¢n nH 1 t e 1 COAEft .__. ..-_�.. _ .... WR SO a t o¢ Oa 1 QM 01 A A A UM& IAA ran NGA SAAAiERH Da 1 W ` QA/ A A A A i I I a ASTN JOBA DARK@ latibA;1LtEFal Q-0A 1'{0.1 A. OAS A A }{A .1 r I PUT SLOPING TUWAROS MOM CA14R NMI<3U 4goj )4 1I RU NLFT AND DATING I FC::: ELEWT PER i/S2.T W`�.. ..rrsa. a6 t 06 1 oa` ae A._)'A..1 A VASE oTxan OFS7 FOR aussav Ls __..._.,f J_-_.__ Lu.�,..,....I Su R0*SA NSERI PA , Qt I QA I SOS A A A lNxAnBt RC + i,,./ "`v,T'�.S_DiW 3Q 1 a9 iiii BOA Si OEM A A I(ifLCAE4 MS A { aw vuA sa v snow A A A a A !ARK)195 V 3.1.2 I A_AtaACE W AaF AN AYFACR FOIM.. (E)WRONG 1 I) AAiERtiAEOFFW . DRStett•IO.SOW O75 ... .. SOLID PANEL STRUCTURES: _.1...�..�.__ 1 mcHa»soEEr6 swat fASESORMaRWaT01611 at¢ SNOW LOAD DESIGN: MACAO — SPAN REDUCTION FACTORS _ --- DUE TO DRIFT&SLIDING li4IC. COVER 4 _ I I E NMI<MY AS DEFIED W 3/S2.1.SITE SPECETC ENGPEERMG FOR(E)BLOC.ROOF IS REOUEED TO EVALu3E (1 f'�A n MPACT OF THE A 30450 SLUNG SNOW LOAD ON THE(E)ROOF PER ASCE 7-16,COMMENTARY SECTON C79. J THE L L/ #1 ` .. ROLL FORMED OR ( ` -r R*SINATED ROOF PASt ) (E)RING.NIERT.OCCURS WTERLOCRWC SEAMS.SIP. i - TABLE 1-SOLD PANEL STRUCTURES FASTENER SPACING SCHEDULE SEE NOTES 1 AND 2 IMNDSPEEDAMIEXPOSURE OUR 4LUtfi DIP Rf)OFPAN6. 110(AK4N 120(6.1100 130(MHQ B C 8 C 8 C Y-0027 A A A A A A A ,...* 2485 RAILROAD ST. 92960 425-0.024- A A A A A A COROIIA. 00 3-0.030' A A A A A 8 ARP 951.736.45W I 4.27-0 030 A 8 8 8 8 8 l 8.p -0.030" 8 B B _ 0 0' 8 8 8 ���````'' ,.;;ROPk., ORFv i .3G?A7c ..yy 1) A 6.0.C.TOP CONNECTOR 10 EEAUS �_�_� i2 f31�5T1PE 1T O.C.TAB CONNECTION RNG HANGER . � �`-" 2) & 4'0.C.TOP CONNECTION TO BEAMS R'0.C.MIN CONNECTION R BANGER �OA "RP 18 PRFP COLUIAN SEE MEET 54.30 � V--- �.. FASTENER SPASMS E t A PI„)Sfii V aw,SEE SWEETS S4.1&S4.2 t p ! OPRONV_OECORATNE FASCIA DATE SIGNED:DECEMBER 17.2019 (ROOD.909 1.OR NQEIBOA®) 170 5AL5. ffi emu. 1/4'501E N/SPACING EXM E'D 091RRFD R HANGER PM SE'AA:AG PER.3 3fS32 ETK B/St.4 WE _ PER 3/S3.2 'IRS'`CURTER CHIPSEf NOTE 2 '` ATTAClEEMF .Mf 14 MLs o 37 o c gear 10P Nt tlOTiaN To RE OCCURS tV alf r l 4 NON,PER EACH POINT O It 0.C. WHERE ati1R5 IBIXiOACERO,SlRTE200 PER 4/562 ..i... ? ie:IC 0 f Y O.C. MISSION VIEJO,CA 4M91 3'OR 11%'OR F ' ' TOPE 81170M 969.305.11S0I FAX 949.305.142(1 OLIRAPANFL,$E'NOTE 1 3c� FASCIA / 1 (� (3(9�50111stow)E2 i�,, MOW I AL9YN4A1 5090 41P -_--RLPD ma�R`r'-.g APP.a_NOTEawITL 4"-"`�..'" Ta+En ai SPEAR TONE "--4- TOP A B01TOM 0.024' ftal ON 592 RR 1. DR UR ROOF PANELS USED FRN INC PATIO CON:R S1RUMRFS rEDDN0D N D4 EVALUATION REPORT TWIST BE A 01RMAH1 PROOLCT PER MWp{R•505. t A P C1*UD+r09A0'0 CRFDTR0 FEA4 CAfO+-2410 OR 95-J7-3220, FIA 2. TIE SLOPE OE THE R IL P ROOF PANELS SILL NE PER THE HMO OR FM REPORTS LISTED ABOVE.RECOMMENCED WNW SLOPE LS(j•PER FOOT AT CWFRS O / / _ DESIGNED FOR LF1E LOADS,ANO.Ti.PER FOOT AT COVERS 0E9IXE0 FOR SNOW Tows,, ES E4SIRATED ROOF PANEL( )_ /„ NSUI ATED ROOF PANEL OW)0 BiTERLOCKINQ JOINT 11.r.s "� N.I.S. TM 990(05S ON:JUKE 30.2021 1 1 fm KMS 4AA OW DE0CNPI1011 4Ai0 OVERHANG N14 5M5 O 2'TT 1 EA Mr) i'e yt' ROOF HAVER FASTENER f _._-. ._...ED ON 51_X �. ` I MAX, N%, D 0 37 O.C.WY 8 tY O.C. PER 12f54.t SEE TPME 3 ON FASTENER 10003-O Ud31 451111084 4E102m 53.1A Oft SITE V PER FT ' SEE TABLE 3 ON PMEL INTERLOCK M I (4 40N.KW vANEl R1ETR.aac) MR MOPE S3.1A 0R 53.1f - 11.4 eTAmw 1 ATTACHMENT OPAmiBr xL 10 BUAI.I)RG N N QA'CNEO d HT WilaillilliffilliiWHEN(OCC0RS. I GUTTER s±.T OR s4.4 I iAPM0195 V 3.1.2 ROLL FORMED PANES.PER BEAU PER 54.1 t S41 I MEET ss IA SITE.OR 10 Or a EAa PANEL STRUCTURES: PR M TDED PANEL 53,} (S x B BEM Swot)M) PR A, IA SHEET 3.TF,AND SOLIDCROSS SECTIONS I 1 ROLL FORMED- PANEL RFT f-'1 ..._Hm..�L(RE)TO S3.2 44TE11LOCK(NC JOINT r.o• 'HEADER DEAN CONNECTION f . , ;iliffigiii Pr 1 4 81 8 t w et et 510 1 E.11;g i .0.0,...,0..01.. I... .*P.P*....:-.. r!..1 %0 Iii. Igg§iggitIglgt1§igigli§gIgg§tgE§Iliittiti 2 fp4tt ;1g ;112!'''' 51i4V'441.1'.0'4,11,,14:4,1.1474;a1;11:9*rtittfa151Gli-.44145*Ili IP I 1 RElfg11/;.tR 41"144,41444411,1,4E44,1414+4ei,4444,14.44444_-i4 r:;44;b % 4•-•- ALT. L4;' Z"Oli'4O tit4rittilltqltnilt4ItPiliagilli•Itt4tttttittl.trilif - g , i"- 1 i 10 1 1 • • ' 1 '' 2-- X i 2 4.1 84,04-84'4.'48- 4444444 43144;--*Sg;144-1 ' Rtri 11 4g,,,,a “4;1141k:4442,i:4,411414114440t41=16414c4h,t41141:,/ta,/{,44! ;1 gE 6.-'4I* 4'.. t„,., ;: Ali,/ i•-44414:=1,44,111.1141'414144.1.444,14I4,t4t11'411 ,;41111,1 1 's 1.1 iu,1,1ii . Ili's 144, 11,1,4,1-40; ..r § 41-164141.,4t.041-1.,,,dys-,isi. 2 ,.. 1 4r g ‘11-4,,,er.:Iratozez.11,11,144-qc.rer.tv4414;4$94;1&;44:114rag gl - . ,.. 1 g''?7°F i 40,2'41"'4414tItikAlill'1614'%".4'ileit4t411/4414.6414.1/4414,44tititb 0 zii - ,-- 1 V;ii a TW, S 8 8 10 ti (''''rglii ,.., •.'t csT . 1 z, > ga g 6 R il'ill g ttlg:Tiz .4,1-4t:itttltgt-,Itt:lit'oiZli ---, . , :1 : ! ;;!tl.t zi:;.!co rt.421,24%4444.4,t,ea0ft-ititiltaf gi •1-,a 44t944 44174,14411:1461-4•1*4:;4416,1, 6 g /4 I 9; 1,1::r.049.1•1;4•14X4.4444;rtizeFttrialg'l 1 !)0. ._, y4711.'144:4 4161.-444,Lyktii'14:11;414.4.14,Vi; 450 ,. - • P 53.41:7,. 1 ° i ! ii;-;44i4144/'141,42,411414.44i414,1441614.44ho a'7_,T. gg ' .i g '-` 4.-4--41 •41§14. ,,,,,it4,4444..,,,,,o,it,, :t. ..„ ,, , -. ,....1,1:174,- -ik .,44:111z.zriit-4,7141:44Cirilli,.4471.1,1 1 : ':: /.,. - - - A ..,-4-.„,* .: -- ' • 'g '=' ,iTi 1..., , , —. — ,, ---.. 036211LI-2NL 1,?.1 _ 1 If 1 . 11 --$J, '' •''', i V rn g kli 1 E (i) ga co 0 • 1 g (n M 'ig• ''' 5 x 74 g cli 91. P co , i P z J'a - _ TEQ:NWL ALLOY xw4�13s' JLU4 O4LOT - N1M ALOE SOP4-K36 ADM AKt}55 COAL 50 G601 STEEL Aril+ 135 MOE'.0 460 1,29'• STEEL ASfY,655.55 l E 50 COO miaow 8EN1 rr 1----4v 1 Atli/NUM BEAM ( }¢pp f ,.,� t MERE SIEEL t ok 14 CA. EINTINUOLIS PIP 81El54.2 PERDP. D14/54.2 I i rOl INSERT Dt,.lRA1..1fft'1 O 2495 RAILROAD ST. $; D.04s, CORONA,CA 9z6w (1 951 736 4500 1 I �i e. I I tirG'NE ` 1..._SD00' 1 4Ap0' I 3WO' 3.000' 1 4.008' 1 S.00d 1 2.MC { 4�� $S9�'}I�� ilki DAL 0813x8x0.042'w! BC,06 D8L3x8x0A47 r '3x8'x04 ,, * R,,t' 12 GA-'STL'VT CHANNEL s.r-a^ w/12 GA STCMISERT s=r rr \ wi 14 GA,STL, - a ,,. i Num.Karr 6063-T6 1 AL1H.ADDY 3004 636 2.229' STEEL ASIR ABSLSO WOE 50 C60 DATE SIGNED'DECEMOER 17,2019 ..X1 00P- 015 +- 1 i tor I -- a a61' ,...rit 4 -7 ...11...., TYP. 0 .r:a/NEERC//'u�.'-_ STE&INSERT 26 ACERO,SUITE 200 8.76` It 4t, M6rON VIEJO,CA 92691 71 mI } "� °a ^'t OA4Y 9492051150I FAX 949.305.1420 R OP. ft,, [ . : i__ 4.0E i . I - 'A 2ffi4 _{ E�tia ROTE WI SEE 1/54.6 FOR OECA6$AT FAN BEAL 1' -...4} o DURAKING GUTTER O FAN BEAM 3 •x 8 x oA47 ES TM 3".1'd 6'-I'-0' ��/WI 12 GA STL INSERT r-ra EXPIRES ON JUNE 30,2021 0984S /LOA+.N16Y 3004,lLW --1 I Aim.Aux 3004-036 i A1V- - 4 ',� Spit ASTM A653-55.GRADE 50 060s ASV A65555 GRADE 50 660 4�1'Id �. 1> -1_ 11 COI091000S r 1 rEEI 066111 .SIR. A DMZ 62 a+ II PER 813/st.1 I t ' DAD 05E614 I 4 m2pRAWK 6Y RC .4 n (NECFGO AYy6 IAPM0 195 V 3.1.2 SOLID PANEL STRUCTURES' BEAM PROFILES 2.098"... g 3.000' 4.000' .... 1.0W 3x8x0.047w/ ____ r 1D8L3x8x0.04T S4.2 12 GA.S l V CHANNEL 6-=r-D' vv w/14 GA STL INSERT s=1'4 LASED A500 5 1 L; I ESN MOO cwDc s J (CELLLOY O4-xasl Fat/turf 3cm:f u] 3"N[PlO PC OR SIM i ... POST PER MAN •>'r. K iti'... `1 0 0.788' . t1 __. ii .-`. _ 8( kill 0 1, c--,. gi 2455 RAILROAD ST. 1CORONA,CA 92580 }�....�.,...r...�.i y 951.738.4500 L AMY ` i 4.000 „_.. SOOfP 1 Iwo' SF.OED'RO'F, L 200n 1 3•D00' 2 '! up �U EA s1 IT TS ACCEPTABLE TO COVER 1NS COMA SECTION(FUR HEIGHT)MTH 0 IS ACCEPTABLE TO OVER T0E5 Comm SECTION(FOIL HOME)00 81571PE Xt1MMllt BEEN:PLATES FOR AESTATICAL.PURPOSES.NO FASTENERS 5EC10N CI FOR AES1NETTCN.PURPOSES.NO FASTENERS NE REQUIRED. NOTE: PRI REQUIRED.0)55*SHALL EXTEND MON IRE FIXDDATION 10 0E SIFEW SHALE EXIDD FROM THE FOUDA90R TO THE UDDER510E OF SEE TAME I ON Sl.o FOR IPNXATw OF THIS DETNL. �UNOERS0 O'THE BEAN/COLUMN COMNECITON THE BEAU/COURW 1TH0000CAL 1r v,�,,/_HS8 4 x 4 x 3/i8 {/ HSS 3 x 3 x 9tIB / „j 0.0t2'SIDE PLATE-8 • G �a \✓ S.i•4' \ /`�`�......_..___.�_ Ssl-C' 1,�r�.1 s_fa Thu `CT Q` (MIS A500 aux B 1 l SAS OO A'AO MOO 0 1 (ALUM.sum 6063-36( IAttIOL Aurn 3004-*-1 DATE SIGHED:tJfCfMef R 17,2079 A �.rii tin immli 0.250' , %Wiiii i.t A A010' , f<7_ _ I .RNi3 { 8 aTSP' OASill' a 8 x +*5I MISSION v�28930 R1.cA 1 I i i __ __ ' n n ! 50 I FAX 949.305.1420 a9TYP // 4 c lv_-. 4.W0' ..,_ 1'000' I 11MIG I y,ppp• 1 f tom ROL TOD I A p 0 IS ACCEPTABLE TO COVER DNS COLIRN SECTION(RA! /NTH IT IS ACCEPTABLE 10 COYM2 DAS CCUUN SECTION GUI.HER AO)EN 0 IS ACO AME TO COVER THIS COL1R89 SECTION(FUEL ARE REWORD.9T 9 IS ACCEPTABLE TO O0YER THS COWL N SECTION OIL,1EICHT)Of M = ALU INUM 9ENA PLATES FOR AESOETICN PURPOSES ND FASTENERS SECTION CT FOR AESO¢TIC PURP05£5.NO FAst*EN1.1 ARE tEQUI ED. SECTION CT FOR AES)HEOCN.1)5 1 SFS NO FbIUH1S ARE1555 SECTOR CI FOR AE50E9C0E PURPOSES.N0 FASTENER/ARE REQUIRED. O ARE IEQUIREO.SLEEVE SHALL E07END FROI THE RXA0Rg11 TO DE SEEM SHALL.100)C CT THE FOUNDATION T0.THE U OF SLEEVE SALE MEMO TROIA THE FOUNDATION TO THE UNDERSIDE OF 5EEE1E WU.EXTEND FROM 0E FOUDATiON TO THE NOERSIDE Of UNDERSIDE Of THE 9EAADDLURN CONNECTION. OE REPAVCOLADN CONNECTION THE KW/COLUMN CONNECTION. OE �-� 9Gu1/FX1Lt9D CONNECTION. �„11 HH884x4xV4 ()HSS3x3x1/4 �SM 3• AOPOST (3'SaALUM.POST ES Cc -d TM r=rn EXPIRES ON JtlHE 30.242`: {KoN A500ORACE B 1 (STEEL A653 OBOE 50 CPBO( (FAll:-Alm JON-MM( I /*wew I 1"BU)00W OR SEES mlml OM CESUIPAOx POST PER PIM Esorr i- t 1 4 0.313. GG OWo'+W;9 M1f a1 a6xm t ms Iwo* .F.._3.030.__._.i - O.OJY Y .. 1 IAPM0195 V 3.1:2 N N zDOn loos• 2. SOLID PANEL STRUCTURES:HIM9 IS ACCEPTABLE TO TwNFR Tl6 ILN S CONN SF.crO (TUC C FEIOTr)9T O T5tra' _.... ACCEPTABLE 10 CEDER This CaCUN SECTION �-�..-. roD' COLUMN PROFILES SECTION CI FOR AF59E0CAl PURPOSES.IA FASTENERS NO REWIRED. :D. (FIA.I.loam(9' SECTION CI FOR atilt 9UN1 EXORD F0MI 1TE FOODA15*10 THE UNDERSIDE Dr NSTNEIIC/t PURPOSES.NO FASTENF115 ARE REWIRED. : TEE /COLUIER _� ,. SLEME SH EXTEND FRLW ME FOtooloN.TO DE UNDERSIDE OF SEE TAME I ON Sl.x FOR APPLCAMN R65 DETAIL IOA THE BLAf/COUN CONNECTION. F ( :t,);iHSS3x3x6✓18 CS 3'SQ.STEELPOST... ! x00?� (� , kit CO 3004-N361 of0.26 11S, '1 ° : t-'Wri.T Ott o a76 _ y n '-r 4 0.76' 1""'-tit $ " 7dj 2465 WARM)ST, _J -F f.• 1 "'I CORONA,CA 92880 ri N{3a�': $1 i __,_f 951.7364500 _ !-� o t 7b 8s R, 1 4.00 DtE>B 8 g. -`� a1,- t'RCrFr t. s t. i. 4.I1S' I.SEE 10/55.1 FOR 5P110E DETM WHERE OCOA7S. f _3,0 ( ��(yth1E'R S` 1.TMS GUTTER IS USED WA 6'OR 6 FIAT PANS OR s + (e 2r owe PANS. NOTES 8 37 a PE 1.SEE 4/55.1 FOR SP=DM RISE OCOTRS. sei 2.MS.CURER IS ibED MTN 6 OR 6 111.114166 OR 24"ORES PN6 MD T6 PAN. . J"" - 0 NOT IJSED0(MAKING GUTTER .<... 8.6'ROLL FORMED GurrER(TRIO *"�` �,L- x-C-D' r-C-0" 3'1•-If PAN,FLAT PAN,TS PAN) sera , R a oS NW,klOY 6061-16 2.125 OATE SIF.YFO:DEt£R18ER 17,2919 MD SCREW'At#RE MAXI PROJECTION WHEN USING ! Imo* OCCURS EXTRUDEDSRND/ELHAMSER I ul65L 1a65vew WrAdk�da4SHpO um ATTACH CHOSE 7F--------1 -1---7 1 (PSFl Name:. 1106 110C `1206 120C 1300 130C RAVER TO{E) 1/4'9 13-6" Ir-6" Ir-6' 11'-0" 11,6".10,12" R76tII6tG PER > � 10 S/16'6 17.0" IS-6' 14'.0" 14'-6' 14'.E 1r-6' A.19111IT TABLE P4±'Z .' 1/11'0 16'-0"16.6* 16.6" 15,0" 15,0" 13'-6" 1T22 OG OF 2fiIXiQACERO,SLATE 290 4.125 I ---a, 490p'4.E0D' 3/de 10'-D' 9'-0' 9.6' 8'-6 8'-6 8'-O' 1A6 SCREW \ MISSION VIEJO;CA 92691 3 �. 942; 20 1/We 12'-6" 11'-C -6' 10'-lI 1r-0" 10 949.305.N504 FAX 949.305.1420 '�,.(T>P) 2.900r iis( ! -_._____ wrf 13'-0" 1r-a 1r-6'.11 6" n^-61 10.6' +MMT KO sy- �/ .015.9F1 1 25 �yyCe 17-P '-C 10-6' 30-6' 16-6' 10-0' s sg �1 1 I �, ATTALT#FX1RLdm F6Vl[><R 3/8"e 1r-6" 1r,0' 1r 0- IS'•AP 1P 0" 10-6' `it m EY61N40 R 6LOE0 PFR I1375". -Iv TABLES ON SG1 I 'A _ Tt4 NOTES: t1 Y 3 1-WHEN CONNECTINGSW4VEIHANGER TOWALESTIASATISOC MAX, '- P to FASTENERS 5160 HAVE MN r PENETRATION INTO WALL STUDS. MKSlY!0 2-WHEN CONNECTING SWIVEL HANGER TO PAIN 29 WOOD FASCIA NI R' 1. 1$OF 1145 DEUR 6 UNITED TO PROJECTION LENGTHS STq✓R) c c v DJACOlt TARE OC,FASTENERS SHALL HAVE MIN I,1"PENETRATION INTO WOOD FASCIA. 2. � 5 NOT ALLO D WREN GEGIRA Y C S C)EXTRIJ HANGER CONNECTION 0 NOT USED LOW>25 P9F al ROSE SOON DAO>21 Ta (OURAKING PAN) rz1'-o x-1-cr EXPIRES ON JUNE 30.7021 le ALIAL ALLOY 30043361 '!1 f mum slot 6063-161 7 r NEtT RCAN z4 1-*1. muse EWE ceOCHES N f I 1937" .176 �J} ,, 1500• J115x90 150.4 Q' f202" -__�_. i § 4,5 f3 0.140 x .g �z�Is%Sr FASTENERS PER 3/532 0.145 r-- -.-> a376 f a sTEL . wnc¢f ATACIl tA711.ED FORMED A .. t 075' ----VI _- ( T F4YdGER m EW,ab ` *IM6MO 6"6501 0.&S5' +� SAONE PER TARTS r 1 -,2536 max-PM¢;t5 PF.6 .y� 0,3120 o. o{- WE et:rs 1 <a ATTACH W MBAR z/c3.z 5G i 4A85 49$11 Y. -.' 1 twawasr K1 EXISTING ass- '''I t vER TATTLES s6 BUILDING 7 s �" o l�sr l i � 9otz a! 1 APM0195 V 3.1.2 N SOD' . 0365 4--ir-- 6.2s 1 # $i t. S4UDPANELSTRUCTURES: A R,OH' { FASTEMAS PER 3/531 2125 r N/Y-T D Q MEMBER PROFILES 1 -9B0 APPROVED1" t.OH S us PELSPER 2/63,2 (1) 1 I ROLL FORM)HANGER(TIt-V 0 m HANGER Y Cep EXTRUDED SWIVEL HANGER CONNECTION S4.4 aF 'PAN FLAT PAN.16 PAN) -rs1•-o- IR PANELS PER L O 0505 KTs. 8 015-V PAN,FIAT PAN,TS PAN) 3,E-0" I 1 ("uw.A11AY we3-Ts j utw.nucrr 6.%.f' y7 2VS' f bi DURALUfUI 8 coRowLRO D ST coRowa,ca 92880 ONO' �,.rJs4to I Eli ?�tr �ti$s�P�oxfis � S^ Is- }OpD w 1 G A V 81971PE KM' wito 3µCQWMM 'H BRACKET �rf a "' - C.1`Q t..../ N tS �} I SIM AMU Aw I E � "` ° ir� l f L_... CFNE 1NE5 0 26030 ACENO.SUITE 200 MISSION YIEJO.CA 92691 949305 12501 FAX 9492051420 3 0 ZOOr 2qa O Z'000. I o I A p M 0 isof ROOF DRAW NOT UVW TM 5C) x 8 x V4 x 2- r.1.4r 7f=Y-O' EXPIRES ON.JUNE 3 7021 , 1 040, i MOILASIY m A3I I kcM1wS � "'+�.� WOK DATE PEBCAVnG1 $�Jo ' 1 0 a$TEi A6# 2501-0? 1 ! � oaTE wtexe 4 DRA.BY d. dk'CX4O W5 , iAPM0195 V 3.1.2 zoo. SOLID PANEL STRUCTURES: ,1:=. CONNECTORS ----��xara_ 1° 1 1 U2 x 8 x 1t2 x? tata- x,1'Er S4.5 CON61 TEAR 010014 To 8AY X (F)DI OG (F)STUD WALL-- i ---sT BRx O.042` TRACE SEERBI O8 ONSlit_..' H ER PER 9,it,atI (3)!ti LAG SCREW. •_{ 17JS44.0616ERS PER , 34 S MOOD FEUD 2 x 65•KM RUED TYP.SEE sow 4• ° • rl� c t._ 90 atu UmR xalatt u a «___l. ._ cone.wxu a NOTE (3)FT+sus Jr. ty-CCHJ f 3.xT D YAD YFBE OIXU6 MOE - *ERE O20f25 DER/RAFTER TER # s 6 CND WE .SAX TAG SCROPS NW E 11AECRN _ _� , ik I� ) �zs iL-r " BEER ALLINI 20 � arm r SDO PATIO LAIR i /f -ai 'm "'' + �'75� o c'i� _ - 1 ° 2485 RALR MOST, «! COLUMN 1 i V-2Yr'PETEmAHDDN �` ` `<< i-E0.4,Eo.4. ,(E)_1'n-0CK MAR LAtF+ a-i • CORONA CA 92889 i J P4ASTER 1*rot OR 951.736 4500 (E)1 LDG 1,2 OR 3 COATS OF STUCCO 3'x tr RATER 1`N;- I sEE NOTE 5 MOO tifia NOTJ e BEAM I I I CF RR3 BUR.6 TARED 15 RE RAIUTI58 *�P of ® COLiR4N. Ri1811N,y ETR E/T3t F 10 P3.WA ab AEA W COMMON=OFT' Yet F •' ' , AREA FOR Cu��.3. 20 OR 25 t9:MY DNS AILFA.70 Nt(3.AIOY:SS i19 ys- ' GS (F.)B 3009E FEMURtat w 000EMETER6CR • 2 EE RMFtte OFE METHF TNC NI'N303'MNECTN3 ME O i*O TVY1BTEtASAGFTELtE1OE MN(L S11.0. OOR18O xLDED INE9S NOEaA.i6 01(2)NNOd1Ot4AlOPia.OTD4. WA TINE'C1N S LEE(2)36.MN e/ 9i 90WE MU.NY 6ORCM CiwEMy6 (E)CDA RTC Wa DER)D4WM.24•CC HANGER 70 LEDGER COMECiWN �\ C4 RAe�e Q (\ !}BEAM�F TO HOUSE6(&00 908 *c C Na oar Tawo PACs r wz ! 64'LINdtivw � KRC='f t I.Eastec ROa not tom TPA z 3 PE 068 10 8 P9'(ung Ta._S1i9 CINS0 it RF EpSS�T:,9A!: 2 MIN MVO OESA31 LOADS Caal PS'Ma 2 x 9¢x D241 RAFTER SEE TABLE FOR FASTENER 1 R E^9a 1I. EA 5MTAR 4911014.EWEN ENTICE NO ix>AMIE 9U0E 1.NET CONMCIM 10 NN DESIRE MONO tla).MCAT TO METER Attu FAST+ DATE S1GNE0 DECEMBER 17,2019 RTDYG TO 1TRA®E 9Pt. Cam. STE-S CIFIC 00018NG 61*0.26 TO8EUY F14 S.M.S.TOP 8 SOT - 4.HFQEi MUST 8 CREME RMYdK fiX.OXE AS NOW AtETAOX(1 WEE DASIC STTO AFILI.ENMATG,ABN RE RWD F' 9E TRIES Sot (2 TOTAL)AT EA . 7:E4 MM. 5.TEE MS 034.t1T8t ROOF 9 ZT PER 0/545 AO 1*05 I An TO At 911. GOER ROECRUN 6 EVER 14w 15E MA 00*51 N SEAM 4 ON 9ii No TOE s fE}r'RM]I -SEANTH A81 RATTER 7AE RAFTER tQN'kTT 6 .LE ff 0055 4Wl 8E ECM)2'Ma RCM FACT OF WILL.OR w RE MOM D EE EOGfl)PER S4A 11 CR 34/Mo So.*j/E 2. ' U ��OR}COAT STUCCO `OTTER jail /',�' AHOER SCE OF MA,L 2,MEN TO!ILR 005T1nG dA1kG MAF1E AV af1IG IS RF934T MY TE ATAOFO0 OF 4E TARO TO RE 6EE SIX4)CCNER G SEE NOTE 2 ROOF 1+1TEL C (�COWECROn TO TOP OF(A$1wG ROOF C RE WE STE SOCK EN®*8 6 6 NOA*O TO 5AFY p V G9.=50 7 AWL A[Ep.MLY Cf 11E DUNG SWIM fiYMAG(BCDI,QO (R)2 a C MOD SE. MIL- � pppL1 4A2C O.C. WOE 92E)TEN RE RO O CO&PFICECTOn 61EOt RAN SA AT CONCRETE.BRIM mi e MAX .:.r`4�a:/r vti. 'tef. �: »£Ma R SOWN w RE Rat:OARs tAdE CR tM@f 1` -- OR MCP*/WALL SEE NOTE ADM Ft 4 SA6 6 T CC mil; 26030ACE00,STATE 200 RE ENSTJG CREAK 6 NEEt TIAN RE Ma OR ME ODIN T1��#` It OC TES fi t "L'S:E rABL E M01091ON'AETO.CA 92691 9OW1 w RE R 11DAFO REEL It 2S 4 --.% 949.305.1150)FAX 949.300 1420 1 IN)ACOiA31Y.91F 51ffi9C E10266 6 FIRMED MEN 1•.- Y� T' EASING OWIIGS/MECNEM NE EON 91M31R IAA X SEE TAME RIOE SPR ABD.E FA51R8Rf115 ':;`� vAM1-TAM vfwrDUNwo iAABBt PER 512 .i.- a m108101'11LE l k�- 4 L H0M41ESPEEfflCFNW WI NG r4 r 141M1D (3(NT ,lox 71, am 1.FA9UDT TO 8 MICR/AT CENTER LF(E)CM ST.f6 W6A #PROMOxsm i ,PONNG 2.FLYAC O MOM DOES 165 ODx 1OMPD RAS r CAUL z4 ,• r61MW (<)#6 N{ AOIDWHE QGYt camp;Tr O 8OW C.O. (gFl ,[Na,N MAIN 1 COAL 6 WED W8R CDNFI•ROn BFOJSA(E)40m LEER SLOG MERE T.0„ Z• T12)M,R R8O N A 9E lABE U GO 54t -_.'�.-SEE i"A9.f 1 X EOCF 8NOC7 KR SfS45 4420 1 04 I._-Tar RNT It MAMA ROMP FEEldi�M w W4t SUE PER TAKE 14'98T l2 ROWS OF,i) (2 ROWS x 45 • M 6 SCUMS 2 x Or CR3x8 WED Ott sat (3)1)'M HILL-1FF2E0 •SLAGS°?xi°• s�v' O Rt1W NORM LEDGER ;: LNG 5 71E ((.- to_ ,r4 _�'_4.4 C I N I°.a T4 t.TM OFEAE 6 LASTED TO 30 PSF MAY UAL- C TOWN FM SL 1T.CR ..._ i vet-7M FT3El7iI070y f yt Y4 I r4 �B 8*1 CONNECTION ,- 2.FASTENER SPACING.3/4'Mw 12/S4.4 FAST@�S (3)AR ELERNII$ __.i...._ _...--'.� POE Val OB/SSL VC SCANS NY-C rat 5::,evi ( ( R0ETAe rt No(E)am r fil{ FO 1 tF1 �___. ,___._e ,__ EXPIRES ON A4VE 30.2021 NUS- /GP 0043 GE I NOS 9fA+AT-9E DeE -.._ SEE TABLE,O sR.1 it i E): ( -„_ )2 ON S51 KR SSETS + - 0.T.RVIDS PA REWSMS�_ 9tA PATS _X MO MAW 0Alb 8D6. 9W9UT - 7 SEES WAX 000E6 RATFWME ROCS i` i `'0 ; - mass Art (*SMARM HNiSt PER SA4 Awe Cr Alt4 NO1 �" + FASe-- TABE9a ? SGI.9E TOES 2 MO 3 - _ sow*EDGE DISTANCE- .►wit 00 w Ot R 4 1f`MN FACE CF CEDCHt I. I () SE (1)CCM Taaz TO?CHM CR t 1 a SrxAae! aw¢ut TO F46 tr it NhYbG #""'f N3IF LOAF Ill NFRRS O a{CC SCUD ODD OAR ems. MEAL y __.,(5)W.4 ,p y,t4. ae 5020 ram,,. _GE ) M 4m TRUES CR # SE NOTE AmF # 24''MIX caw REEF Ma ©____FAA7R # NFTET c a x OcI r Onu,NTY !,G ^ wee ISOM SWARM A *ENE ECM )CRET.x80 lm3�" 1.09SIwG BSC/MG R LOOS TOL.3 PSF(MN)ID 8 P1F 0403 AlI 2 ER PAW OE OT LOOS IL .10 PSF TPA(NO 904 100) wM0 001 o.E84N t To BiMX a)FAYE ON )MEERER xffi @Mx BO IAPMO 195 V 3.1.2 1 RACE'spa RDC OR 91AM MOEN51E WEIN 8041E NO WFCHTE 9M0.E 9E TARE 101511 - 24 LIAY e-d'4N 10-0 Ma RUING 41 MENDE SSA. 4 LE COME EIMET 010402104 NEN D A IS. s la OAS OEM.Mt 800~ET PER 1,5L5 NO TARES 1 MI TA C R SOT I. OSTAS ROOF cwT tort SOLID PANEL STRUCTURES: RnOL.�-p 3 F9(11R0 TO 8 PSF(EAIL0 CONNECTIONS DETAILS 'O =1TA 2425,IS 40 CR 50F9' ,f,,,_�C�A�NNECTION TO TOP OF ERSIOG ROOF 2. MUM TO 8 RIMED(5IA N EWL 9UCE w(E)FA50A NOW AO?CUM V1a.Z-IT)FSF MAIL FEW TOP MO BIM Q(E)FARM BOYS 3 RR MUM SM.I4VOM 9E(4. 6 a 54.4. 1 ( RR HN1 A a 36 PER 11 CR 17 544,9E THE 39 ON 951 OOW CTION TO EXISTING ROOF 0 NOT USED O CONNECTION TO EDGE OF mine,ROOF s '- ��.2 4 SCAU . `NOTCH WI PORTION OF DE TOP WWI BARGE: ♦ 841 Of RC (AU ROERI R*01E: OCCL )Al CONNECTION TO MAN N 3,62 B.:BEER OR S`50.SEEL BFiRN (3)WO TORO-BOIrs IR EN.B7 OR 88 ? (6)-114 Ss#EA SCE (2)3671 TORBROLTS 9 BS TOP d NOT TOTAL -24 oaAN Rt� DUTiAL.UM NOTCH FULL BOTTOM FLANGE OF I 13E91 (NO R6ER1 WHERE OCCURS)ON ONE H BRAN fER r/54.5 2486 RAILROAD ST, SIBS OF WEB AT CONNECTION TO CLIBAN4— .. OR 1/14.3 CC/RO NA,CA 92890 SE s OR.` S61.736A500 STEEL POST PER 54.1 OWN OR 59CC POST ¢.4PE'O,e_ 00 T NOTCH BEAM AT ENO COLIARAS WITH OVERHANG eG+Cyta F `( TtRS 14108 IS TO BE USED AS IN ALTERNATETO aEOAE 1/56.8 Rr =T;.t Nr 81971PE CyBEAM TO POST (spyBRACKET TO PST C.0 s.?" ` Br OR 64 M ON& SEE FATE 1 __.TLY 8M x, DATE SIGNED.DECEMBER 17,20I9 II OECORATNE EASLiA rNERE(tan (NVOO,AWE, {6)/it 545 P£7[ON car Ca at13 HARDBOARD To 9owwN g . (4u14a)f'5AIS. (12)EASHB0NS PER WAR B9. CONNECTION I;' 810E 812.815 08 816 � IS (4)114 Sus EA SCE _le UASOC P�LU6 AS 11004 z i°ra/I Its TEOOm.TIP.IT 5 1..it q i 2 Af RO.surrE 290 i - ACCEPTABLE TO 0130 MISSION VIEJO.CA 92681 0sE1-SO POST U IE.T PER 4/S4S rCNE0 INSTALL YN i 849E .1150(EAX 049E .142f1 SEE NOTE 2 SEIERM_SCREWS, N O R is i TTP. I ( T SI4S EACH ! ( ,5: SEC TAB•37 RATES. HERE SITE I.USE SII�AN OETAt Ai 3 x}OR 3 a 8 BFAVS. O.C,--- PATES.MERE OCCUR, 2 OR BRAME PER I/S6.3 ARE ANCWINO. PER 3/56.3 BLOW BEAN 5 8 FLUSH A pMO r OR 4'SO.POST BEAM TO POST / rho-_DBL BEAM TO COL S T 1-1/Y=fd �``�� 1-1/Y-i'4 EXPIRES ON DUNE 30.2021 1 Y ION BEAM T1P 822E xL17.4976 Bit,613 Cl. EC MUM OAR OE pr S'OR r com (6)114 S16 A SIX 814 '. 171.51C OCCURS 96 PER WOO&OR Al SCE PUSE EA 0 r�(Ra ca.ONLY) 5,26 (88611 RAS=RTC IYP. AT SNIE PLATE 5774. I. SEE NOTE 1. .,m� ;• PROMO(FUT BLARING OE g ' -?` I (��Aj, i#N POST.I ON ;' 081E 015601 Y FRY� f MTH PUSTC PBX.AS .._—* �` otalw+Rr v� t REDO, E HOTYP.TO TO®STALE • $ � (70 :0 12X, 6r$'9I.RAR FA SEE SE5RA SCREENS.tr. . 1 op..,.: - IAPMO 195 V 3.1.2 (2)114 SMS fA 99E AT 614'SCE PORE EA SDE.SEE 3 Sl 7(M FAIMFTN 3' AVRAB i 80170M A AT 32'OC MAX. 6. .... TABLE 1 ON its OR LTA SICE �l ° M*RO ,STTIOOAM NM a SOLID PANEL STRUCTURES:V SECTION Q s SO,POST BETWEEN f 6. SCE PLATES MN S71P rIELoa CONNECTION DETAILS SIDE PLATES-- of COlNECAN I 1 10 POST MOM 02,ADJUST SOWN LOCATION 70 LOWE SCREWS S6.3 4`=1'4 AT3/ BE FLAT PORTION/YERII%L 16Yl BE 81161 3"STEIL.POST - f TABLE 2-ANCHORAGE SQ4EDLR.E SLEET.INSERT PER »caL%Er NUM PrnT TYPE 116IH} ATEEPPR Rom WE 4,57.2 AT POST ME NOTE 21 Nom J TYPE C7.CB.A C9 Muul 1/522 t s06 II)1Aa47y a 12/R• .4iMAMI 1/Sl t C1 At T2IVA /I•.n8na DLIRRL.L3tv1-TTS PER TAME 2 _MIMT 7/S74 C2 506, 12}3AY0faN/12/B74bee 1 TABLEi2 RAILROADST. Tj/ r+sN4 a 2 ALL t / /a°.44s l ALTERNAT 40ONG DIMENSIONS4.1MT 21572 CS 506 12ATd NIT TM.9*24i IlcllN} Nt2 Nt2 NcsLAFEKNo} A0.4 Ms NS N/ Na ��`CA9�k N2MT 22521 CS AO L2}3Atd W27M'i+MW 3 w. t 951.7364500 L �-- - W 1^0 W7174 W71712 W71r1$ 01 171R I W.14I4" W`xta3P' Ix W. W71742- I•l . ST[[Ll 3/722 CL 506 T2F3p 4..4 i 7/6" 4654 _ _ 15611631E 1) WI NOaf 2) GTE NOTE 3) LSY1 WOE 4} i OFF NOWT S) 151E NOTE 6} (LEE NDN:2) I (GE 74077 a} ,SEC moll i LcAtI tNFIT 1/5I1 U 22" iTS 1}R'4u wj2 J/e"e4mN�L3p 14 1871117.18 12713 a12 la:Ilx12 IBx]Ba Li 16716724 14:l<x 30 1 .i#•36 3)44Ix41 4„^13 X STG011 3J172 C6 i24' 12T3/2 N.rJa 1/4 u40Kd 23,4 '- 2S 25 19 N 3Tx i2.m ]x15:36 to lia ll I �_�+TT STEEt06 4/572 66 110• 14}1P 2'rd31/4 i±M tA.b 20720,20 ttal2 tll 21121718 xlt L4f s 1 4 PER 4/57,2 3T- .. 1172 _... _a_.. 72 22 772722 16.147E 25723718 31 33K1a 71721724 197/9710 1/712736 6 16747 O RCF ..._-_- .>}, b- S1EEt3M 4h22 tfi x 3a• in)SW W 4 rne.b - ----- '. 2,IA• 14 247/4724 20720720 28724718 , 41743r% I 24 24724 22727730 20720736 18718742 J. (9 CG �� ' gbf SIHt INS 4/S).2 C6 x35' E4)�1/4'Su n'41/4'9*4 1.4.6 - 4P5.3 .,..�- ._.. 26 A414.24 23.23a23 32s32.26 315m.m 24 24am 12121,m 21x21xi2 Afford 4As2.1 i7.Ce,C9 N1 Si1/4'467 N/4117,74,.n isa .._..__..._ $1fJ71€2E FNKD 5/SJ.I CAM 2 44/A 24 2X726728 25725725 35435710 33731724 )2 227 30 2572.5736 ilxr3x42 1 -•� 10 36smxm 267367 ld 39739U i8 307307 30 2E 2aa36 T t4.MxQ All 9*31(6 _ 32 32 a32x12 ID 30t30 13.a34N �_� 3/.3sx10 m x3ax35 N 24s42 1 i '1r6314•is ANT00RNG 00EA410N REIFMTICEO IN BEAM.SPAN TABUS ON +_.. � 34 347 3as31 32 32s32 47441413 ._. T3 33.3E ] 3i x43 TOTE I 2-N4CUORBd356NNt0ESMASON51RTN6 BOO 2.STANp*SS MA % Salts* 34 34i I4 5l 5044*Mxitt % %ai6 N N.17 3'�� *-- MONO N'Bi}Lf=4FNCtH _ i4LCEER303T).HMI K$TF SS t:Pk.YSO�0.70 WTNA4'S1A11 MO 34 3a Y3Bx3H 3J,_3/K3J S}x 35x iB 1 �_ 73743716 1673674.2 �fy �r'� .' - 'Sit FTC.SCHEME _a A mo EDGE INSTANCE OF 11/2"OCTET*1911i, AO 40740740 39 39719 60760716 N 33042 L?07f$. a SEAM SPAN TRIES a-1T6 AKCr13ME A1USE*1$IEN INSERT PER 4/57.24NS1EADOF THE 42 42,42747 41.41741 64764717 12 42 4? 1.INS META CAN USED FOR STEEL POST TYPES CO,Cl.CO.OR C9. AORANLR4 TIER 2/S12 TO PUS119*5 C2 Nip CSORINSAA00TTHESTEEL T 44 44744xm �...•~ i _Vj ._. GATE SIGNED:�CFMDER 1Y,2014 PER1/S72 TOR PQST1YPEC6,WITS CAN AEMINN AS 5PEC9RE0 INTI05 TAOU. 46 46476100 S 2,MS OVAA.STALL NOT BE USED FOR JLLNIINNT POST 152E Cl CR 901)4}604115NNLIE 16E0.S4E6D4E 6. 1t ALVA@ARI POST TYPES Cl OR Cl. 4 IT,SACCEPTAA*E Toi$TNE T:AWE0010005a 041N15/S21061CAO OF TIE -__.44. 16x{aim T"_._ i 3 U IS ACCEP1AME TO ODD 1L&STEEL POST OIRECFiY R410 Oft FOOTING Tact INSERT PLR VS]2OR SEEYI.7PE173,572 TOR S4CEL BOAS C6. 5O S0x50x30 ( I vilitririneL.,/ PER 5/S7.1 WSIEAD OF USING THE POST SLEEVE SHOWN I1 PBS OCTAL 52 52712xm -...�...... --, �® 4.T1IS DETAIL CAN USED ON A SUB ON GRADE PER B/ST.i AND PER S iT6 ACCCPTAP4E iO USE MC PO5r[ETNl5RT2 NNSrEJOMTN _ # -l�r.._a _ 143012 Ott 57.1. STE€0513sz 4 4/S72 MA STEELPOSTS CI,CBA4W C9. 54 54754xm _ - -,--.w //N- 5.OBS OETA&CAN BE USED AT FREESTAWWC OR AT ATTACHED STRUCTURES. 62NOI�SRCN OASEAt.STE SH041 aEMN1 lj4'9IM.ETER OVERA2ED,tJNLE55 56u� 567667301 "" 'c%7`e',7 WOOED WASHER IS PAONM. 5.3 j 547.541,10 _ N 1 26830 ACERO,StRIE 200 0 STEEL POST SLEEVE CONNECT O ANCHORAGE OF POSTS 60 6076071 -- 1 P wE O.CA 92691 TO CONCRETE FOOTING 4 TO SLAB OR FOOTIKI 62 62162100 I 949,305.1150 I FAX 949.305.1420 64 64764130 1 -± K 66 766730 .-_tie 611 abeam _� m O qxm T2 72 72x10 T 74 74474 30 CENTEWH&OF'r'BRACKET 476 36 30 A P W BE PARALLEL TO 74 v 78778730 40p MO T OR 4'STEEL POST. 3'STEEL.OR HOUSE WALL- 40 ffi a0=m I ADJACENT ItteillSI POST a2 42x02%m 1 CAW(TTP.-7 'i"RRACNtET PER TJS7.2, - ( - f 2/57.2.(M 3/572. _ as uxa4zm 1 _ s6 _�x86x3O .- _. _-_._.-_, e.�.._____-.. TY :.75 PER TABLE 2 a+S7.t H1 aexaa.m ,,E 90 90x904m I j EXPIRES ON:,NNE 2ffi1 - ,k �AOMCENf GRADE iTP, T NotEi REVISIONS 1YP.4. =�r�--�_ I 1T1:LINyt511W100TNfidMEN51ON 0(iEEENCE0 INwAM5PANIA10ES ONSNE'.SSRmx ORld.vx WNW DATE OEBd4P80N I xr�yi 7 •4112'1511NTOO*lMI0l0 N510N SUED CM 211104 NN1.01RNN5124NONi TWO W-ML l 4 3..•Mt 4'6 TW AtNRNKIE E001It4G ARROW RTOta1GO WHO. STNN BACK SLABS WESTNTJ10Vi THE 40(01146.NOTE MU Wrtht. 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ENGINE`Sr.R �� 1 G C81.l700044 R Ef 4 K f_ r r �,.4 ��T 1 k Ma asT..A ..+0 ."" ,,,,... - _ i . 4,,,c;" ": . rtu i,(r j ? ��`� ' ,,."' 1 f _ f �i*ROS ,te.1.7.;t't '4NttottOEH1;� r ,H....4H°' t`' ''nrknnxwtet•70' �6'tEllt1i111` DATE SIGNED.DECEMBEtt 17.2019 HAWAII LICENSE IDAHO LICENSE ILLINOIS LICENSE IOWA UCENSE KANSAS UCENSE KENTUCKY UCENSE MAINE UCENSE Wlil4lt.. �...i.+� {a,a,ter _ eil r rid° "• Yr *Jam r a��q e su ri ,q1` R ai J ��t �` +: * o TJ{yytq* , ._ .;At` - ''� oust K. `- -.' `�,T ^t'`EN 26030ACERO.SUITE 200 €3[7ST'id1 K. ,•'rt.. RUSE 4 K. 1# „ y - 'rr0 a xt1 e ri- , K. MISSION VIEJO, 92E to b'�• % -* 1,- PHT t o ENGINEER ' ` r 4EI r A% 949. 561+Af 2Q _ ,.. ' , , S f • ..�y~1 . + ' tmt„,11` Op M1Sst ` { ,.,,-er G`v' rte t,"MARYLAND LICENSE MASSACHUSE?TS UCENSE MICHIGAN UCENSE MINNESOTA LICENSE MISSISSIPPI LICENSE _ MISSOURI LICENSE MONTANA UCENSE A P�4y�� SSi �4 �•/ •*****4&t V l' 111 fit✓ yg�JJ Pr' ; IIt ~> Jv �te� NrV y<LY :prf,`f `�y tA. o ,g� £ _ t '`+ Q c� y+f cv'YtiN1E Grp ES TM x•.� 7 f .. Oid5T2N K � �� S„ i Ea ME.t2 .s ': O,iS•AN fi tv� ,' , -- T y Cs: ROSEPINK =c OuSTN K • /q ',# OD 2x ROSLPl dk 8197F EXPIRES 4N:$VtE�.2021 ')SE?'3ta+t 0 r„ . �,�'AYt'.",. �xJi } rcv r' ,7►a.t•, r 4,:,.., 1y0... '� .:..' '7 'ONAL f„\V`„.i. "7 XAL ' ,.F Tj rA•R'QS`C,�•` 4 T' Xp'1. 'k.f?U .,_araa.,.. ttt1111N.v"``.. ,' ,; °ft((tllitiO.. . j a NEBRASKA LICENSE NEVADA LICENSE NEW HAMPSHIRE LICENSE NEW MEXICO UCENSE NORTH CAROUNA LICENSE NORTH DAKOTA LICENSE, OREGON LICENSE I<x,Et.�° `" DETTE �,e mot' ttrfirsfrnr :@s �' ST€%uC 71;; 140 fitra-P A`-4.6- ,s an �kyr,,c` eawamex ?C+ •f♦ lattOSTA:_' -E?13,STb'tl E.A4S#;PiRK e air.3'¢ an*a 4�14" 1�`t+ .tS "t" 1e+ i"'} eGlh,ffA 176 4. PE " °' = 1 ...—'° ,` IAPMO 195 V 3.1.2 �., ` '�`` No �tas p,..77. No 9W&7 I-7aka _ t.F. , r� S STINX ROSERIP&K M� !a DusTlr,c7. 1,,,No_#uswsasas T `, I'' ADDITIONAL STATE F • • '.+ c •,r+ 'riljj/IK a L0 " c.*ua + y $� �y� � `'"' '' LICENSt1RE STAMPS cp M 3`; `9f. v'I9` 't+tf NAL 111A 'YfS4t@l rrrivs£ftl11 m.6" T£Ol^ 4f!!0+ t �. PENNSYLVANIA UCENSE RHODE ISLAND UCENSE TEXAS LICENSE UTAH LICENSE VIRGINIA LICENSE WASH(NGTON LICENSE 1NYOMING LCENSE G9.�} NOTE:PROFESSIONAL STAMPS ARE SHOWN WITHOUT THE LICENSE EXPIRATION DATE.PLF•cF CHECK WITH THE STATE WHERE THE PROJECT IS BURT OR CALL 4STEt ENGINEERING FOR CURRENT LICENSE EXPIRATION DATE. V t Structural Calculations For Roof Riser Hardware Salem, Oregon (Job #110912) (Contact: Dan Green) Client: Skylift Hardware 3093 12"h Street SE P. O. Box 13065 Salem, Oregon 97309 Code: 2018 International Building Code Index: Steel column 1.1 thru 1.5 Sketch S k-1 rIP P,1 *11 P R r) If stamp does not appear it • • .1a ?I-larding permit. ( 04' Ef545ES, 1 I LIMITATIONS: Engineer was retained in a limited capacity for this project. Design is based upon information provided by the client,who is solely responsible for accuracy of the same.No responsibility and/or liability is assumed by,or is to be assigned to the engineer for items beyond that shown on these sheets. DAN GREEN FILE NO. SHEET NO. A ENGINEERING,INC. DESIGNER DATE /12.12-sam SALEM,OREGON CLIENT (503)391-2309 PROJECT . . , . Structural Calculations For Roof Riser Hardware Salem, Oregon (Job #110912) (Contact: Dan Green) Client: Skylift Hardware 3093 12th Street SE P. O. Box 13065 Salem, Oregon 97309 Code: 2012 International Building Code Index: Steel column 1.1 thru 1.5 Sketch Sk-1 v 4..-.... 4),,r-- • ' , r",4,(1,(„/ 1.-'2,s,,,,,,J;;; 2 0"--F';-- it(' i, / ' t4"4 „,41'40."'''C'iNE.E. 442 :,.., ,,e,. , 4 ,b'P" 4t. CI '&,/ 'P'' Ii-A-,i-4. itz,,,, •IT-e •,• ' ,,,, -'„.i,',/,•'4' .• c„). ,-,,h ,,1 L44 -,''-‘, , ,;.,, g. i icr, 1p $ 52 \5 - g 7 stamp doe ,1 pear in Iu ,Vc •arc invalid it b= Is II') / 'G1514 I -‘4 4 ' :"984 C 4114 il * ,.. #"'' -4A. tQlSTIVie* 00 A' . - T. ', (-101- , /, •‘-‘v/it,' •\c°43,4//,::. r p 0* ' '0,,,-'',..,,,.......1..„„,.. '''' 1° 'c>I ' 'SIONA,101° ' 1 '.:,‘,. ,,+• tit li.,6 ...... 71015 1177iE 0111/ 5 LAW I A I IONS: Lngineer was retained in a limited capacity for this project Design is based upon information provided by the client,who is solely responsible for accuracy of the same.No responsibility and/or liability is assumed by,or is to be assigned to the engineer for items beyond that shown on these sheets. DAN GREEN FILE NO. SHEET NO. ENGINEERING, INC. DESIGNER ______ DATE_ 1 _• _ SALEM,OREGON CLIENT (503)391-2309 PROJECT ___ _..-_ COLA."t,...,.) (. ,r. Fsi . . ',.± M WM... r W T t•at * Cat GOP, i II • i. 4- L''Is:. u 0 (ye,,s,C,,s. ritz . f -Icy �.Yw �vvt" f { (5,r^P33e-) ,au,::t_. C,,.sa5.1.4..,c-i,.,,--1 C:.ar'0 ,r:,i..Si I( t (.,,i2 T,i, it 7 _ ,� W..+x rt�.. - tw.ou� 7a, M.f Lr,M<«z C �'� fz y i 9 C. x. .. r _ .0 C.) -- 1...00,p c C.1 -oe.. .- r of .5 c!~".,.. r s �". '. �GNU '~~� r,.na , (say ( t s;t_ } t i c . 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