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Plans (2) ivt9r2ot -003S5 t 42(dJ silk/ !tip+A -r-ex t.Ce. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS PATIO COVER CITY OF TIGARD OFFICE COPY Imm AT REVIEWED FOR DE COMPLIANCE _ c RAN DY H MO Approved: [ t, K OTC: W .. 142 TERRACE permit#: c-- , Address; y V" 1 I� Q�l(G�'�- i h V Suite #: s-caUCTURg4 I •'P. q Q,ED PROFF �/ W Q v T A R D E N 7 By: Or Date: 1D Z 1 �'<<G:RGEI NEF / ii ,Md 163109 �� 04 �► zM0o_:� ' GON a �i r W d+, --2'-3" 7'-0 7/8" 4'-8 1/8" � " . 0 1 Ag' ��� = W 0 2 �'�NONY1S`- 0 VNCil ❑NC. FIG, ❑NC. FIG. L (Ni z.� 18"X181X36" PER 24"X24"X60' PER EXPIRES: 6/30/1o/8 ENGINEER TYP, ENGINEER TYP, W N H 40 IS Alliik TYP. ' t i y�) TYP. [{'iz�� YP�i�� TYP�� sit'. Q. P.� rYa q, Ask T a illi I MIR Cn CO 40 4i i I ! o TYP. I I ' I v q Orail WN 0 — rn 1 hi 1611 V N C� ti MSOif, z 1 • 1 es TO N e �. a � g { a 11M6 N Li:r*42Lt.g ; zaN Approved plans go. v. N ¶ 134l be on °f)h ct, TYP. L❑CATI❑N OF SWING CHAIRS. ALLOW 300 # LOAD PER CHAIR DRAWN BY NOTES: 2016-300 T.L.S. b - 10'-Q" - 14'-0" - JOS NO. / 1. ALL BRACKETS TO BE PAINTED BLACK. BATE 2. ALL J❑IST CLIPS TO BE PAINTED BLACK. 8-10-2016 SHEET NUMBER Auk PATIO COVER ROOF BEAMS & CHAIR SUPPORT BEAMS & FOOTINGSA2 0 tag SCALE: 1/4" = 1" ARCH. REF. NONE REVISIONS FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB d V) c W H _ N V N O iJ = wet I 3.I MEMO ° vhil 0Na TYP. N a 0 Z o 0---._—____:__—_____-: =L.,--__.-:-_-_ .T._-_-__- = 0 C 0 wol Nos ® `0 M TYP. \ ® O N he q C d' M OJW N 2" X 12' CEDAR JOISTS @ 16' 0/C W V N W/ BLOCKING PER PLANS ti STAINED IN FIELD. g 0) �Ifl W z I _ _E~ ° QTYP. OW f W We 42 om _ '•Q i ---4-11V-H,=: _ - -- -- -----_ s-v RU CTUR.4 ED /+ y a PROF 161111.e oP 31 NGINFFi9 s(S'/O Z� 1- oPP. 16310 ? - 14'-0" 4111 DRAWN BY c— (OREGONO 2 T.L.S. fait, Q JOB NO. L C. TYL ' F 1 1^ •9 �`r 2016-300 TE i PATIO ROOF PLAN Alk �'�'TyoNY� ""&10-2016 2.1 SCALE: 1/4" = 1" ARCH. REF. NONE EXPIRES: 6/30/10/6 SHEET NUMBER A2.1 • FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB \ REVISIONS -16,,,,, , H,, , . _ ■ W In 11 u _ ( in M O 1EL' i �- 01 'V -RE-FAB DBL. • GIRDER TRUSS 0 PRE-FAB H \TRlS -; - t24" 0/C >Hd y c Q O s i '0-Z O� IIP & JACK 612 _ , , , ' ., ' / RAFTERS PER ��W C 3 PLANS O • O H O W L NG t i i //,. j ® _____ _._-_-- ----_. _ _ --_ __ 6 Z ,>s:, i 1 owtO 14'-0" 2'-6" F--- / M W 14'-0" M ® N pirAAMMErii --P' X 12 ' J❑ISTS I ''''- '' .111.111 - 11�`_ 12 4\ / TYP, W/ BL❑CKING� �� N � `GT . 1 — — __ - - — — .. — I i 10a ----- ( 1-- r i - ��W z � X 4 T&G CEDAR CEILING =� w 0 & S❑FFIT TYP, OW •c W D oi © Mfg0- W TYP. v TYP. O r .. 0-N IO (, Q s-c RU C TUR4 NM 3 �b Bo <ANV w OFFS All H ffi meiN ANG EFS so Z' - 16310 0-r' E" ___ �� - At- ort...SLAB .n.., . +:'!:.`. ,•.q+1};y.4 S.L -"� y`T ti:`l� . . �::{:•'•s':.'.=•i9; •:ik';S'!•i:• 1..Jti:.L:'r..i •".fr ss'.';:.. ^,S• , ,•.? ' �`.S� .terG'� •;ri•wi. -+t:'y�'� ' DRAWN RY `— .:a•:f_'.:.n'.•4�`•:7. .:>••t'i a. a�a 'K. ra 'Yi•:1�.':• f z• - ( �,� OREGON :� Q T.L.S. II 2 FC 1 A gg 2` JOE NO. ) I NONY 1 -c'�' D 2016-300 TE _ c 8-10-2016 \ V EXPIRES: 6/30/2018 RNEETNUMBER PATIO..SECTION & TRUSS_tiliti) LAYOUT \� , . � AZ.Z SCALE: 1/4 = 1" ARCH. REF. NONE _ d, REVISIONS FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB N d (i) _ W N _ N 0N Q ~ mg re W4tri s Z °Irk c0 = ui02 O ui i- z'1)d N J 10'-0" 14'-0" - Z O aim Y/ O W th Ch OMP. ROOFING T❑ MATCH EXISTING gel O 12 15# FELT W/ ICE SHIELD FIRST T-0" N -14 " CDX SHEETING he v .11__- .____L_.1___ _.. _--'_-__. E lg [. _ - -- - - �OW z TRAEGER BBQ Z F GRILL O W : W /,...---- Weill I in.\\ (-I 1 \\______...LI r -, >•Cri Ci 1 C:3ImNrd a 1 1ZQ" 0 I FIRE PIT d.T- I LJ L 1 LJ L \ 1 g .44 o.-o.. I T.O.SLAB DRAWN BY T.L.S. 405 NO. 2016-300 DATE 8-10-2016 SHEET NUMBER (IIPPATIO WEST ELEVATION A2.3 SCALE: 1/4" = 1" ARCH. REF. NONE REVISIONS FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB N W TAR SY T M II" O ALL NEW WATER TO DRAIN VERIFY THAT THE CLEARANCE FROM _ INTO EXISTING GUTTER NEW TO EXISTING IS ABOUT 2' 1 SYSTEM. 3'-0" VIF , M v VERIFY HGT OF HSS COLUMNS I ti A400 O� 1114 u) a� 3 .0Z Ole c EXISTING GUTTER CLr Z 3 = ui02 Ov;o= . L• NZ.0) 0el a WC ---____\ Z duce a0 13'-0" muA 1'-4 1/8" CO O --I 2'-5 9/16" I--3`-8"---$ 2'-7 1/32"—I 2'-11 9/32" W M CI O 12 N , —14 ll w FWAN intg2 g la z OWz W Q =2 u 2 Q U W CHWs t7 w = W O co a O Ugg m rg W \ O F-: r O n. N BI• ����'Bt•// I I = -- >00 3 ci 1. o er en iib '. A. a 1� o ZQ" mkt - -= 4 > 0.1- 1- en T.p.SLAB DRAWN BY FIRE PIT T.L.S. JOB NO. 2016-300 DAYS 8-10-2016 SHEET NUMBER PATIO NORTH ELEVATION SECTION SCALE: 1/4" = 1" ARCH. REF. NONE A2.4 REVISIONS FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB imm I as to = W H �■ CIM Z by .0)a >> d 00- Z 60t 'JI • 4 • 5'-0" 4'-5 5/16" 2'-0" 1Zl� o Tr lit d N 4. •. f oo ti • �[ •aa— • '} • .6 4 '♦ ,4.• --TRAEGER PELLET GRILL • d d • 4 � • ' B 4 _ SELECT 400 PELLET GRL. 4 ' •• d d 4 .4.• .. .,a: • r _- MODEL # BBQ400,04he 4 0 4 4 . H . •r/S f\ d _ _ U 0 mi 1111 N4 • 4 d z_ •4 I_ z ,• ♦0 RYSTAL FIRE•• �W V N 4 d • d 4 I. BURNERS, e ~ • • 4 4 d • •.• 4.••, ;,.e •• : ! W/GLASS MED;•A . • .'•. !�! 4 . 4 • :. d 8., GL• ASS 'O Z 4 • 4 .4—• --1 GUARDS . ` .�; Z �,• 0 d 4' -.N 4 vW fin dai= W d d •d • 4 d •4 TppCRETE •TABLE cg r • 4 t _� e r ' 4—T� t v a- t.. . i 6= CC • Q ZQ� � :NCRETE COUNTER T❑PS u.1. 1�10'-0" ,---r 14'-0" - DRAWN BY 8 3/4" 8 3/4" T.L.S. JOB NO. 2016-300 DATE 8-10-2016 SHEET NUMBER till0 PATIO FLOOR PLAN A2 5 SCALE: 1/4" = 1" ARCH. REF. NONE FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS TYP, LOCATION OF SWING CHAIRS. ALLOW 300 # LOAD PER CHAIR ALL DIMENSIONS SHOWN CENTER TO CENTER NOTES: - 1. ALL BRACKETS TO BE PAINTED BLACK. BEAM SPEC'S AND SIZES (VERIFY ALL ) ILI 1 2. ALL JOIST CLIPS TO BE PAINTED BLACK, M U 3. DF S/S STANDS FOR DOUGLAS FIR SELECT STRUCTURAL # 1 - 6' X 12' DF S/S BEAM 14'-5 ' LONGE 4. HW 612 BRACKETS SHALL HAVE OFFSET TOP FLANGE AS REQUIRED # 2 - 6' X 12' DF S/S BEAM 12'-6 i' LONG Z N 0 # 3 - 6' X 10' DF S/S BEAM 12'-6 is LONG a)Ua # 4 - 6' X 10' DF S/S BEAM 6'-8 ' LONG 1' j R a # 5 - 4' X 12' DF #1 BEAM 12'-6 'i' LONG ii >? W # 6 - 4' X 12' DF #1 BEAM 14'-5 i' LONG s CwTsz .c Z �fa2 Co-W 2 - 10'-6" 14'-5 1/2" - 2 W 0 2 Ovia-= BRACKET . EA. CONC, FTG. TYP. Z.I RACKEI' CCO6 CAP W/ 5'X5'X a' MIN. HSS POSTS 0 p Q N � BRACKET EMBEDED 57' INT❑ A 24' X N A 0 CCO 4 / 6\ CCO6 C P —I-2'-3"- f- 7'-0 7/8" ` 4'-8 1/8" 24' 60' CONCRETE FOOTING. � ' BRACKET I C I Z 0 Nf 2 EA CONCRETE FT W/ HUC412 -. 71 BRACKET fHv6oBRACK R i671 I �Nw610 # 1 \ I /3 ' X 3 ' X ' HSS �.POST EMBEDED 33' INT❑ A --�18' X 18' X 36°CONCRETE j __/ \ � ._ _ 1_-/ '\ 1tO FOOTING. IL _ N ---- -BRACKE iz _ M - _ _-- HW 610 ' / ; 0 BRACKET HW BRACKET610BRACKET i 1 M N ERACKET / 1 HW 612HW 612 ECC❑ 4/6 ! 0 0 (1 ►/ - GD j # 2 # 3 # 3 # 2 TYP. @ ALL 4 CORNERS 0 # 6 OWWN TYP. _ ii e3 Q N -@ I OAC BRACKET BRACKET/-- I O z HW 610 ! � W O BRACKET - HW 610 ECCO 4/6 L ___ _ —___— I I s BRACKET ---- ----- OW .M+ Ill CCO 4 /6 BRACKET # 4 �� HW 612 BRACKET BRALKE B'' CKET gg j � BRACKET 1 'r O ( \ _` HUC412 , 717-: HW 610 / HW 61 1 612 UCTU 1�, ' # S.._.. ._... . I/ ;. _ -_I _\, // SSR Rq /"O D r- 1 X Ep PROFS Q'� H OC I� — BRACKET —I— FAQL31(.... T _ _ \J �g� �NGINEF,9 cS'� Z N 0006 CAP 6-8 7/8CCO6 CAP 16310 - Os F: 10'-O" 14'-0" - MEW / 4�'OOREGON RAWN BY O.�. T.L.S. OB NO. -T�NONY I � , 2016-300 DATE EXPIRES: 6/30/2 o18 8-10-2016 SKEET NUMBER PATIO COVER ROOF BEAMS & CHAIR SUPPORT BEAMS A2.6 SCALE: 1/4" = 1" ARCH. REF. NONE • FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS I— 6 co _ Wy E V N p law � aU 0: >in o 0-D 3 Po s Z' 0t = ill 02 0vi cr s. 0 p Q'H N.1'a0 Z WM 10'-4" 14'-0" — � 0 gt 00 � 2 a (1) ti t0 W M M C3 0 N 12 14 I cr rs, ! P 1____.__V,L..___.___. . ____.___s0-_ 0, 0mi W g - N r i li L i L__ • 1 ELLI i) g T _ LIQ- —_----� -do W z � I TRAEGER BBQ ��' I. w GRILL OW f W 1 1 Chtg T. cce, \ , r -----. /11-- >a Cri ci I 1 N \// crt to rig . gLJ LJ II I I. ] � ) ' FIRE PIT � � � 0'-0" I I DRAWN BY T.O.SLAB T.L.S. JOB NO. 2016-300 DATE 8-10-2016 SHEET NUMBER p PATIO COVER SECTION • BEAMS & CHAIR SUPPORT BEAMS A2.7 *O SCALE: 1/4" = 1" ARCH. REF. NONE • FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS PE 0 N = W In u tl v NO too >> 0 Oa Z `oo fro 3 3 uio 2 Oycc 0 oa'� N�.c Z M q. 0d 00 f ti j I r i W M 12 0 In 1eg // Ne \.A. I .,A. 1 ______IL_ - -_ / II i .. WaN i Ilk. M Z i i •• MINN • is p 0 .t L - - J \t we0 _____ DRAWN BY T.L.S. 10'-0" - 14'-0" JOB NO. 2016-300 DATE 8-10-2016 SHEET NUMBER p PATIO COVERS ELECTRICAL LAYOUT PLAN A2.8 vfr. 1 SCALE: 1/4" = 1" ARCH. REF. NONE REVISIONS SIMPSON BEAM BRACKETS HSS P 2 EACH HW 612 OFFSET LEFT TOP FLANGE 2 EACH 3 1" X 3 1"X 16"X 12'-0" STEEL COLUMN - 2 EACH HW 612 OFFSET RIGHT TOP FLANGE 4 EACH ECCO6 POST CAP 4 EACH 5" X 5"X 16" X 16'-0" STEEL COLUMN CI) 15 8 EACH HW 610 TOP FLANGE W N 2 EACH HUC412 BEAM BRACKET ra 2 EACH CCO 4/6 POST CAP 20 EACH # 4 RE-BAR 2" X 20'-0" _ ti U 2 EACH ECCO 4/6 BEAM BRACKET E"' ill 0 36 EACH A34 ANGLE BRACKET 1Q03 z ZMOo DF S/S 6"X 12" BEAM DF S/S 6"X 12" BEAM DF S/S 6"X 12" BEAM DF S/S 6"X 12" BEAM Q Qw0 a ON5vP V NI._ a 0 Z 0 1- HW 612 OFFSET TOP ^ co FLANGE V, A HW 612 OFFSET TOP W O in FLANGE II 1 � {"x7"MB THRU BOLTS r ( -.- - IH1014111111111111 ENivnli — 0 SIMPSON ECCO6 BRACKET I WELDED TO HSS COLUMN TYP, b O 1 - 11 11111 11111 11 TI, r,1111{1118-- -.0_ 0 w N =2W 8 3/16 -‘RUCTURg4 S 3/16 U>W c Lii PStiPROAse =xi oI1O6I3N17'9 � O ,„ Q,,. 0 N Z ' - 5"X 5"HSS COLUMN TYP. 5"X 5"HSS COLUMN TYP. Q r, OREGO�"ft syn- H 2 c. 1 19 Q, cr -i4, l5`" in. BV T.L.S. EXPIRES: 6/30/2 O/8 J0B NO h — b _ Oa2016-300 TE Auk PATIO COVER CORNER BEAM DETAIL TYP. Ash PATIO COVER CORNER BEAM DETAIL TYP. 8-10-2016 IP SCALE:3"= 1'-0" ARCH. REF. NONE ' SCALE: 3"= 1'-0" ARCH. REF. NONE SHEET NUMBER 3.0 REVISIONS }"CLEAR TEMPERED GLASS WIND I SCREEN FIRE PIT SIZE T.B.D.ALL SUPPLY PIPPING BEVEL CONCRETE EDGE @ 45 deg. •Ai( BY OTHERS @ ALL 4 SIDES. _ 13 MIN R.O. (f) FIRE PiT SIZE 13* VJ UJ c iti r M _ -6" �. g" I . — 6" ..•s 8" �" M U 4 d . ti O 4 d L1•. • 4 0) U1 ad :. a ~fy LUQ• lir u d -4 4' d. 4dd' d +. tiQ' d d Z O C 1. 7►.nom►Mk M 0 p r�y .W Z ALL • C1411 THREAD ROD 18"0/C H RIW/# O L. HORIZ. ,4 RE BAR t. (n cg) @ 6"0/C AT ALL 4 SIDES OF FIRE PIT TABLE. 4"CONCRETE TABLE TOP. 'a }"ALL THREAD ROD @ 18"0/C HORIZ.W/#4 RE-BAR Q �y FINISH T.B.D. @ 6"0/C AT ALL 4 SIDES OF FIRE PIT TABLE. L.. CD Z'N 4"CONCRETE TABLE TOP. rr A� FINISH T.B.D. V N 'a IX iii O M ' ,., E z a (. °o N. CEMENT BOARD ':• }"CEMENT BOARD CO TYP. .. CO TYP. 0 TOP&ALL SIDES. :; TOP&ALL SIDES. .., UJ FINISH:T.B.D. .•. FINISH:T.B.D. CT-CONTROL PANEL W/CONTROLL VALVE LO n AND STARTER 0 • ALL 2"X4"FRAMING TO BE P.T. ALL 2"X4"FRAMING TO BE P.T. '. &@ 16"O.C. &(eii 16"O.C. LAYOUT ON JOB SITE. LAYOUT ON JOB SITE. fl - WO � • NEW NW GAS LINE SHUTOFFrv<0O) U _ VALVE DO CC Z Li- •.i - - - - - - OW =� O I-- C0 mO IX 10 SQ.INCHES OF AIR VENT •, NEW NW GAS LINE >_O ' Q Et g;s. ><- ><... ZDV T.O.SLAB • • • .• '!..r.; •,t: .t' 'r• • • .T• . .:r:• 1. -c DRAWN BY T.L.S. JOB NO • ''r,• ::'`• •.�x. • • • 2016-300 .w•. • • •�•:.•r. • • ... .24 4°': ..i•. ,•� . • '+.;.•.••.'.••••-•-••••••••• DTE 8-10-2016 Q PATIO DINNING TABLE W/FIRE PIT SHEET NUMBER MI SCALE:3"=V-0" ARCH.REF. NONE 3. 1 • REVISIONS 1 - DF S/S 6"X 12" BEAM DF S/S 6"X 12"BEAM `-DF S/S 6"X 12" BEAM HW 612 OFFSET TOP - FLANGE DF S/S 6"X 12" BEAM r i HW 612 OFFSET TOP C • •I, — :I a • !ii. FLANGE -- gar /i�l'dIIIl11C11;INIi IIII`Yktl'iIIl- — — - �� - in�l1IIC1m�1;NAIIIun. NIP- — W M VI 03 I Cl) 0 {'x7"MB THRU BOLTS scFIUCTI;gqi. SIMPSON E CCO6 BRACKET T o ��_ I }"x7"MB THRU BOLTS I- - -- ;rI CiIIIIiNNNIN'I�IIIiNIII' !Illr Fall - ��EO PRQF�s _ 1 Mill% NINNNI;INill'NN'l"'NN4 — ~ j1.15 •�' i I• o \�'� ��GINEF9 cS'/O •�' ,I� N -SIMPSON ECCO6 BRACKET CCI Q 16310 ? O 12 Z .c 0.... - —1 11110CC ..- AN '-' , i Z ` 3/16 V OREGON 41 , 3/16 V = 5"BEXONH S POST VA OFC 1 ggqL 5"X 5"HSS POST W O 2 BEYOND 14fth'ONY s- I 1 O oCV ZZ,. EXPIRES: 6/30/20/$ \ I n N J tJ H CC \ I 0 elZCL 1- CD 2"X 12"CEDAR#1 BLOCKING V "X 12"CEDAR#1 BLOCKING 0 M (JJ M to SIMPSONA34ANGLETYP.ATEACH2"X12" W NOTCH BLOCK'G @ CORNER NOTCH BLOCK'G @ CORNER0FOR TIGHT FIT BRACKET.TYP. FOR TIGHT FIT @ BRACKET.TYP. @ 4"X 12"BEAMNAIL:4 EA#8d X i}"INTO JOISTS AND 4 EACHSUPPORTING JOISTS. NAIL:4 EA#8d X 1}"INTO JOISTS AND 4 ZSSONA34ANGLET .ATEACH2X12', 8dX 2}"TYP.INTO BEAM. �0 EACH 8dX 2}"TYP.INTO BEAM. SIMPSON CCO 4/6 0 0 1 BRACKET or o o 1 iilzT i - - -__1_ - — BELOW XII"HSS COLUMN I �_ ( , 0 BRACKETS WELDED O.j Ill N Nr 2"X 12"CEDAR#1 I 2"X 12"CEDAR#1 o 0 TOGETHER. JOISTS 16"0/C TYP. JOISTS @ 16"0/C TYP. @ V N 5"X 5"HSS POST 20 z1�- rmiir l rrii�m 1 BEYOND 0 0 5"X 5"HSS POST i i i SIMPSON BEAM BRACKET D O W Z BEYOND SBIMPCONT CCO4/6 BEYOND SIMPSON TYP. W o 0 _ I o o — % —"j - - - - [`� I �� W _ L _ IN tart l 000.tlN1- �— cnw O 0 o 67,7Slel �/o0 DF 4 1 4"X 12"BEAM 0 0 "x7"MB THRU BOLTS O 00 oy4"X 12"BEAM '"�d" Q {n 0 0 SIMPSON BEAM BRACKET - - 3/16 V - { _ PARALLEL— C t t * Mil a o HUC412 W/EIGHT#12-14 DRILL-FLEX I TO JOISTS - NI t't t it ,,j l Q (� SCREWS INTO 5"X 5"HSS COLUMN �' TYP,(USE TEN 10d NAILS INTO 4"X 12" ( t Q �-- ~ BEAM) PLAN VIEW OF THIS BRACKET , �-� I DRAWN BY \ SIMPSON BEAM BRACKET T.L.S. V ECC04/6 TYP. JOB NO 3/16 V 2016-300 DATE ® PATIO COVER CORNER BEAM DETAIL TYP. ® PATIO COVER CORNER BEAM DETAIL TYP. I 8-10-2016 SCALE:3"=1'-0" ARCH.REF. NONE SCALE:3"=1'-0" ARCH. REF. NONE 3}"X 3}°X "HSS COLUMN SHEET NUMBER % — --I TYP. 3.2 ' d REVISIONS n,. COPPER POST CAP PRE-FAB TRUSS'S PER � —4--4" X 4" CEDAR POST OVER BOTH HSS MFG. PLANS Siaucru�4 � � POSTS BELOW 12 c,'t`C'�`��GINE�FF% `' I4 iC? 16310 OZ At H —J L I 2" X 12 " JOISTS TYP. _ CAP— DETAIL �` ' �� - A�REGON c N - --..._ _. --.. ,--► %f� °�°� M tom) r+ G ,�---- �- � �'I „ ANON 47 N E __ .__- ��-----_�_______� ____ 30 TYP I N. 0 1 A ^ EXPIRES: • 30/2Dl8 F W<© \TYP. DF S/S 6" X 12" 4., W >SBEAM 5 Q 16 Z 4" X 12" DF .� Z ch 8 o # 1TYP. °�� ? 3I" X3i." X >6" HSS a as coil o oI _ COLUMN TYP. d cu z. N E-4 0#4 HORIZONTAL " N a Q1 c) 4 HORIZONTAL — 5" X 5" X 3" HSS 4 "''� 7' 0o N /THROUGH COLUMN THROUGH �\ COLUMN TYP. " ;-1, QCC / EACH WAY ( TYP. TOP COLUMN EACH \ NO M o / & BOTTOM) WAY( TYP. TOP, \ b Z a / BOTTOM, \ i. // EXISTING CONC MIDHEIGHT). \ M \ /EXISTING CONC c? / SLAB , / SLAB LU )o' oo"_ I I o'-o" tCi _ T.O. SLAB ��a:, 5'12 " a� T.O. SLAB "' kito_lg,,-'�* , N I '\--- N 3" CLRI AT — _�_ o H REBAR AND HSS \ j M w 0 COLUMN). 4 _ L = 3_"_CLR AT o P-' 0_I d' '� REBAR AND HSS .� ► v) `_.' H Q w N 18" COLUMN). \\ O' p =� rY z #4 VERTICAL RE-BAR @ EACH CORNER 1. II i m H 8 & @ MID POINTS ( TOTAL 8 EACH ). M, T r = ' 1 Q W w 3„ WITH # 4 HORIZONTAL ON ALL FOUR I [-- 24" ---1 #4 VERTICAL RE-BAR @ EACH CORNER& @ U)Lt c p SIDES LOCATED 3" ABOVE BOTTOM & 3„ MID POINTS ( TOTAL 8 EACH ). WITH # 4 }.O; a _ 3" BELOW TOP OF CONC. FOOTING AND HORIZONTAL ON ALL FOUR SIDES LOCATED Op Q ! 1 M@ 3RD POINTS VERTICALLY IN 3" ABOVE BOTTOM & 3" BELOW TOP OF Z Q C7 r, `1' BETWEEN. ALL STEEL MIN. 3" CLR ALL M li CONC. FOOTING AND @ 3RD POINTS Q. I— SIDES TYP. , .. VERTICALLY IN BETWEEN. ALL STEEL MIN. �.'' 3" CLR ALL SIDES TYP. T.L.S.�aA�NBY 18" # 4 RE-BAR THRU TIGHT HOLE k- 24" -•'I JOB NO. # 4 RE-BAR THRU TIGHT HOLE 2016-300 IN HSS COLUMN AND TIED TO IN HSS COLUMN AND TIED TO DATE (.1- COLUMN SECTION © TRELLIS 2 COLUMN SECTION C PATIO COVER 8-10-2016 STEEL CAGE. STEEL CAGE. SHEET NUMBER SCALE:114"=1" ARCH. REF.NONE SCALE:114"=1" ARCH.REF.NONE 3.3 r N i� O / F C � N r IR� N,-,,.,.....,,,,:,, O S� CO) \' 9''"' �� , *RI? M � I ' Eic,., -.. i 'A i &Th3 °8z 112.86 ' C�GWa � ., . 1\ _ ____ _____ k i � ; , - GARAGE � � �O Aw ♦�� 1 I �7.1 / I �� SEWER COVER MAN HOLES � �W ACIDITY OF PERMIT \ I O re 1 0 `THE ISSUANCE OFA CONSTRUCTION I < I 1.= W 0 BASED ON TS AND UCTIO f pta a ,} I 0 (6 ci U DOCUMENTS NOT OTHER \ • ` / LECTRIC P NEL N DATA SHALL NOT PREVENT LC as AMP I THE CODE OFFICIAL E CTI , — — zs_o„ N el �EQU1RtNG THE CORRECTION q OF ERRORS. ORSC 105.4 0 O I W tui DE GARAGE CI Ca? •�••220 VET POWER. 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