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Plans (12) /4'X' i1‘ ' ger Il�Yb'r20(9- 0O 5'15 FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS DECEIVED WD POSTS 8-8-19 Cir ofTigard OFFICE COPY NOV 2 0 2019 NOTES: Approved Plans RUICITYI_DINGTIGARD DIVISIONtwm c © 1, ALL BRACKETS TO BE PAINTED BLACK. co©� Date '( 4. BEAM SPEC'S AND SIZES (VERIFY ALL ) ill w 2. ALL J❑IST CLIPS TO BE PAINTED BLACK. 0 3. DF S.S. STANDS FOR DOUGLAS FIR SELECT STRUCTURAL # 1 - 6' X 12' DF S.S. BEAM 14'-5 i' LONG O 4. HW 612 BRACKETS SHALL HAVE OFFSET TOP FLANGE AS REQUIRED # 2 - 6' X 12' DF S.S. BEAM 12'-6 b' LONG N E (� 1�T # 3 - 6' X 10' DF S,S, BEAM 12'-6 ' LONG RREVISION # 4 6' X 10' DF S.S. BEAM 6'-7 8' LONG gg ui 4 N # 5- 4' X 12' DF #1 BEAM 10'-6° LONG >y a # 6 - 4' X 12' DF #1 BEAM 12'-8 b' LONG 0 a 3 s Z S-�RUCTURq4 �Moo � C `�• '1F�4-,9,p = uj0P. �� 16310 0 Ch d 10'-6" 14'-5 1/2" •4 6 N Z ,C1) O �REGON F ,O AI ilk%iv log nor r2'-3" I 7'-0 7/8" 4'-8 1/8" rHO NY ligt S /I d CO BM, �/ Nam HANG RA 412 BkACKE BRACK,E` EXPIRES: 6/3O/' 01 o HUEEHW 610 # 1 HW 610 M # 5 C _ ._ X / 1Ink 4 ' _ _. ._ # 4; i , BRACKET In O HW 610 4N i :RACKT -BRACKET BRACKET mg/ o' BRACKET _// ECC66 & HW 612 i H 6.6108, ECC66 & M 1 V CC 44 & HWP 3.56 i j HW 612_ C � a 0WvN # 6 # 2 # 3 i # 2 = - E� 1g�. I I 1 , _ CO �� WC BRACKET '3'2 1. 0 ECC66 & HW 612 -BRACKET W C61�T BRACKET OW S -BRACKET HW 610 (I) 45rg CC44 & HWP 3.56 BRACKET O i - # 4 ECC66 & �O r BM. HANGER BRACKET BRACKET HW 61E O� y Cis rg HUC412 HW 610 HW 610 # 5 N J Z� N O X X—� d — I # 1 IL �- F- DRAWN BY tg T.L.S. 10'-0 14'-0" JOB NO. 2016-300 DATE 11-9-2019 BHEET NUMBER lEtPATIO COVER ROOF BEAMS 5-01 SCALE: 1/4" = 1" ARCH. REF. NONE • FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO FAB REVISIONS WD POSTS 8-8-19 PATIO COVER ta. 1,, RANDYSCHUMOCK �aCT�� W 0 ��`��� PRO,ccz� M E 142 W116th TERRACE c� v tu �s3io 4REGONf TI A97224 _ >y RD RE N ,/ HJNY-C " � CCI0LI 0 L1J a. EXPIRES: 6/30/2620 MrW 3 —2'-3" 7-0 7/8" 4'-8 1/8" 2 W 0 2 a Vi O z "' EA•C❑NC, FTG. N Z f5o1X3o'X160 TYP• = EA. CONC. FTG. 0 p Q 7 48'X48'X18' TYP• N F "C TYP TP. Y«qi� TYP : :: F } Y CO 1 >! , 0 CD W pi M 0 N 1 -0 Fi- ' BEAMS ABOVE i O.JV N 1 �o �OWz ... I 1 — g ICI _� � � 4? ow f, iu eN L{� ;. _ "1 MO al fig y� 0y I f 12:.6.1:ti l;.v '� 0l c 0 g4t — P' .X4 POSTS TYP. TYP. X6 POSTS WITH 1°'2 LOCATI❑NSHSS SLEEVES TYP. 4 L❑CATIONS DRAWN BE NOTES: 10'-0" 14.-0„ _ JOB NO. .s. 2016-300 1. ALL BRACKETS TO BE PAINTED BLACK. DATE 2, ALL J❑IST CLIPS TO BE PAINTED BLACK. 11-9-2019 SHEET NUMBER 0 PATIO COVER FOOTING PLAN S-0 SCALE: 1/4" = 1" ARCH. REF. NONE REVISIONS WD POSTS 8-8-19 V♦ a) W Mc4 co U I— uiz@ f_ ,- COPPER LL' Q a POST CAP PRE-FAB TRUSS'S PER 0 -zz 4" X 4" CEDAR POST MFG. PLANS Z r w 12 2 z. 4 Qwo2 2" X 12 " # 1 CEDAR JOISTS 0 1 , / — Nz ..9-1 CAP DETAIL @ 16" 0/C TYP. n Ntn Y V 30" TYP — Z X ,-, C 0 — DF S.S. 6" X 12" _ , C BEAM w A W in TYP. 4" X 12" DF0 # 1 TYP. H --- — —4" X 4" DF S.S. 6" x 6" DF S.S. O ccl POST TYP. POST TYP. O oN o H U O —I Iii N Mav W 0 CV °O '- 6X6X1/4" - -~ 20 o — DOS z STL. SLEEVE =2LiiiO UW ;mucTu < C/) O - ONC SLAB ONC SLAB s � PR ,e B44Z / „,,� -en T.O. I B•-B_ f - Y �►N��'9J`�® Qil Occ - I T.O. SLAB r ,� 6340 , 10 Q ui Q ci — F- o ��.hEGON _;� � 410 g2 ii" �\. 1 g DRAWN BY -TA i- T.L.S. ,-.. —. JOS NO EXPIRES: 6/30/2.0 20 2016 300 DATE 1 ,POST SECTION @ TRELLIS POST SECTION © PATIO COVER 10-30-2019 SHEET NUMBER .. SCALE:i74;-=1-;; ARCH.REF.NONE SCALE:17-47'-;-17;-- ARCH. REF.NONE S—1 • REVISIONS I CENTER LINE DIMENSION TO CENTER LINE OF OTHER 4X4 POST TO BE I3'-0". f'—° m q POST, MPB44Z & \ s-;RUCTuRA4 r^ c CONCRETE FOUNDATION �,1g?_P141�,rse„ v, co ctl \\ A 1 631 0 r ti O N\\ ` � � U �� /.REGON N ,�I� �� \\ ,;h LL Q Z \ \ 9;�� 1 ,J c���' 0 M° 't \\ MPB44Z POST BASE EMBEDDED IN CONC 7 1/4" 11ON' c' 01 0Z CD MEASURED FROM TOP OF SLAB. RUN (2) #4 EXPIRES: 6/30/2020 CL n Ili \ BARS UNDER AND TIE TO MPB44Z AT IT'S BASEw a� ' 4X4 POST \\ AND TIE OFF TO STEEL CAGE. THIS WILL HOLD �� =o Z .1 •� RE-BAR \1 \ \ APOND FOOTING AT ONCE.ST BASE IN PLACE O POUR CONC. SLAB 30 o N g - 1 TIE TO BOTTOM \\OF BASE AND TO STEEL 3�� TYP. 1Yz EXTENSION AT TIE -IOOK O co 2Y2" EXTENSION AT TIE HOOK CAGE. (Y" CLEAR FROM MPBZ, d � 1 Ep" ^ Co 12" CLEAR TYP. 1/2" EXP. JOINT TYP. (Y2 CLEAR FROM MPBZ) 1.1.. up [Z� I"STAND OFF � co v-I� 1 A 11 0 N Q a 7 Qe • • _ iir.raruraRr i•rr iai; e - < � "% • • - • •• 1 #4 HORIZONTAL TIES :.:�,.: 0', . %rte.:..:...- 3" SPACING (SQUARE AND • as d a a as 'AI f 1 .`' lir r rir a. • rp'. �,�, %��f%!/l/�//fl��/UL7/.7,',�L C j �''lip�•- % DIAMOND SHAPED TIES) TIN S ` 1� U Lo 4 / \� _ f / , ' a I I • E (2)#4 EACH WAY �! � .Nraa > arab O W U LLI N rr:1.rf .. I N y TYP. • �;.� 'I 2 o Q 18 �:.i/!i ilii 's„x;. r Vii, / i z f :� (8) #4 VERTICAL REBAR �Q Z 1 ,4/ //'///g E'AIT,' _ ///y// // n//////////////M //, . /..�, a f;•••• rcC �^.A` ', 9` W O 3”CLEAR TYP. AT BOTTOM ^ • " r �^ / cc BARS AND HOOKED BARS / , a +; AT 4" ON CENTER G H- W 24" 12"SQUARE 1/2" EXP. JOINT �0 T O 30" 8" STANDARD HOOKS 0 E- c PER ACI-318 (TYP.) z< 4, C0 UNLESS NOTED SIC I I O` /-\ < - F' OTHERWISE n/ DRAWN BY .S. JO NO 016-300 DATE FOOTING SECTION 6 4"X4" POST TYP. 10-30-2019 SHEET NUMBER SCALE:1 VT'=1°— ARCH.REF.NONE S-2 _w • 6X6 D.F. SELECT STRUCTURAL POST-INSERT (' REVISIONS MATERIAL NOTES: ;;:v 1.CONCRETE-f'c=2500 psi MIN. COMPLETELY INTO HSS SLEEVE. 2.REINFORCING STEEL-GRADE 60 ( —� (TRIM POST MINIMALLY AND CAREFULLY FOR SNUG 4 FIT WITHIN SLEEVE) 3.DEFORMED BAR ANCHORS-ASTM A496 , O 5-cm1CTt1R,14 (Fy=70,0000 psi) F"� 4.WELDING ELECTRODE-E70XX r `" �F` .D PRQ,c H (LOW HYDROGEN) €= GiN�F,9 `S.p W 16310 —as �� 11 11� .' 1116 ( 6X6 X4 N3 PAIRS OF}"DIA.ASTM t - + 1 M 2 A307 THROUGH BOLTS �'I REGON Q.+ HS S N E '9 WITH NUTS&WASHERS /► ( "DIA.HOLES IN POST& �tiTyONY��c'� N j LLI Q�; HSS SLEEVE) *' EXPIRES: 6/30/2020 r 4 Z Q Z 3 0) 0 _ C Q.°'w c LO _: — � CENTER LINE DIMENSION TO CENTER LINE OF pc41- OTHER POST TO BE 13'-0" ONE DIRECTION, (1 o Z •S 14'-0" IN PERPENDICULAR DIRECTION. N 1-v CK Z ° M A (' POST & 3.4 (./) co CONCRETE c%s _ X' --- —--c—fr ___I to 0 In FOOTING ci HSS 6X6STEEL SLEEVE.(ASTM i z —� z --� � A500 GRADE B) STEEL BASE PLATE 1/2"X 12"X12" CID L A` _ � -. .• a' ..1 '' .. • �,• •,.. ` r iil4iiif:�Yi o-, 1 .cliii• ...t , . . . i . r .:� O CV 2"CLR. — — -- ---- _=— g CC Z TYP.�/I6V ` <8 el =, W 0 112"DIA.DEFORMED BARLLI W ANCHOR(DBA)-WELD TO (4TOP&BOTTOM �, �\ `� O�,P `� �/'� CO Et W BASE PLATE AS SHOWN. um DEFORMED BAR--���\, �0 /' I / r 0 ANCHOR(DBA)I YP. —--- >.-0'r- Q ENGAGE(2)BOTTOM BARS EACH \ — _ WAY WITHIN HOOKS. i to / Q ct ip f2-rrm,�� HSS 6 X 6X]!4" BASE SLEEVE ��_ ---� \ / WITH 6 X 6 WD.POST Z Q CV 0 1— L�— \<,/ (�CL V- I- . _'_--_o - 3" — }"STL BASE N ii 3"CLR.TO HOOKS / CLR. PLATE /� ON DBA I = \ 2 2"TYPICAL FOR DBA CENTERLINE DRAWN By ' LOCATIONS AT T.L.S. �/ N \ BOTTOM SURFACE OF Joe No. 2'-0" 2'-0" 1/4 ' Lam. PLATE. 2016-300 48" SQUARE ORIENT DBA HOOKS -- 1 2 _ I\ DATE AT 45'ANGLES AS �' 10-30-2019 �t _FOO_TING SECTION©6"X6" POST T YP. SHOWN. ` 1 it )>� SHEET NUMBER :3 eictis;7n-;i'c APCH REP NONE 'i .\'v 11 V S-3 REVISIONS WO POSTS 8-8-19 SIMPSONE AM BRA CKETS 2 EACH HW 612 OFFSET LEFT TOP FLANGE _ 2 EACH HW 612 OFFSET RIGHT TOP FLANGE I- 4 EACH ECC66 POST CAP CO 15 8 EACH HW 610 TOP FLANGE W ..J 3 2 EACH HUC412 BEAM BRACKET c3 2 EACH HVA' 3.56 = N E 2 EACH CC44 POST CAP '8 36 EACH A34 ANGLE 13RACKE 1 QH Ili<© u) 4(7"3 Z Zar,`,g DF 6"X 12" BEAM# 1 S.S. 7DF 6"X 12" BEAM#2 S.S. 6"X 12" BEAM# 1 6"X 12" BEAM#2 �,W Q CLW O2 = gyp c QoZ •� N N w rte - I a.0co Z CD HW 612 OFFSET TOP HW 612 OFFSET TOP M ' FLANGE FLANGE CO M 8" MB THRU BOLTS p TYP. - 1.0 - [ - --- 1 ii MS . 19 t - . 1 J 0-- --- ililiilillisiii6iilll�istlll' ._IIS' C' 9111 ECC 66 0 W 0 20 Ici DO < z Q_' _2W. O ECC66 '^ ow _. W �-� UCTC' VJC: ' P O II ® 1\���'�N�+NE����s�c� 111 --_ Iii',Illlll�liif�l la 111 t )1 ›-0 /5-6? 16310 16310 '�-: ~ Q POST 1 -e- - Ilk —— I Q LL , H - r ® �o'I •F EGON ., I mumill (� �� b '"C, 1 ,<p- ' 6X6 POST DRANNJeY -1�7�ONY� B.LD.S. 2016-300 f-6X6 EXPIRES: 6/30/'2°7.c _—.�� ��s. DATE MrPATIO COVER CORNER BEAM DETAIL TYP. PATIO COVER CORNER BEAM DETAIL TYP. 11-9-2019 SCALE: 3"= 1'-0" ARCH. REF. NONE IV SCALE: 3"= 1'-0" ARCH, REF. NONE SHEET NUMBER S-4 NOTE:SEE DETAILS IN SHEET S-4 REVISIONS FOR 6X12 BEAMS AND CONNECTORS ABOVE(NOT SHOWN) WD POSTS IB 8-19 # i t C _I d rD A LU II II CO M a) U I III i-- u.j< © 0 2"X112"CEDAR#1 BLOCKING I 'I I 2"X 12"CEDAR#1 BLOCKING '7' ZM° o I III � C,WQ SIMPSON A34 ANGLE TYP.AT EACH 2"X 12" SIMPSON A34 ANGLE TYP.AT EACH 2"X 12" 0 NOTCH BLOCK'G @ CORNER 1 I I NOTCH BLOCK'G @ CORNER �-W° `' FOR TIGHT FIT @ BRACKET.TYP. FOR TIGHT FIT @ BRACKET.TYP. 3 V)0 C 8dXN2} TYP.INTO BEAM.O JOISTS AND 4 EACH 011 o EACH 8dX 2}"TYP.INTO BEAM. AND 4 O NJ 0 - o o 01 o o 0 17 I ft CL •ct \2XI2CEDAR1 2"X 12"CEDAR#1 Z CD o ro JOISTS @ 16"O/C TYP. 4X12 BEAM#5 JOISTS @ 16"0/C TYP. `Dr n ~ 0 0 6"X6" POST SIMPSON BEAM BRACKET COCO o o BEYOND CC 44 1..{.J (/�1 LU o 1 o r+wi o o .. • - _.�IIIIIII II�It .111 -�. o ° 4"X 12"BEAM #5 0 0 5/8" MB THRU BOLTS o 0 o ° SIMPSON BEAM BRACKET IE y ,Ipll HUC412 C_ uuil d,�� It i o/J \.' 4X4POST O� W N WUN = 0W o —4X12 BEAM#6 _ 0 ® PATIO COVER CORNER BEAM DETAIL TYP. U W W PATIO COVER CORNER BEAM DETAIL TYP. j —SIMPSON HWP 3.56 �/� � � SCALE:3"=1'-0" ARCH. REF. NONE SCALE: 3"= 1'-0" ARCH. REF. NONE V J r- ° j �c FU CTU!�4` }-O o -4.:". :GOIPIRE:"--,"�� Z Q N � 6:so <6 "0-- g u_ ,--- 1--- ir-d .,�_� . . DRAWN BY os. OENn T.L.S. O "V .4 JOB NO� . g 4` 2016-300 �c'� DATE 11-9-2019 "2-45 O SHEET NUMBER EXPIRES: 6/30/ Q L S-5