Loading...
Plans (40) RENEWS - 30/2018 il) SW ELMWOOD ST „�j" G►N fR 4.. 4, y16478 cc \ , <, 4 4 7 93, 3 4 GON,y 9 p �9°� .� Z d a 16, M $ a s 9�A 2ARos% a N N 1 �— W Q oa 2 d 4 in 33z $ . Q 6 O Nvd d pd W3 d r\1lr ss$ ( n nN18p 20' o a. �d v 4 J f— Vd 6'-4" 1.-- ° I w .',.. r: R 3 CD 17.1 ' I d O d d O A 0 d .. 26'-9VV�n T '17 tt 1\ 0 .� I i kJ •1".I % 72'-3" CD 72' ( A 0174:CE COPY { tw CITY OP TIGARD 0 nin 4° COVERED , REVI$h7ED FOR CODE COMPLIANCE vs Ac --- SCREENED -- 8 CD g PORCH Appro*d: � OTC: [ ] 3 OW ° 1 .,..1 " z� g Permit#: M_s-f"AEJ 1 C- oO� 411— o Ili' I- IV 16' Addre*: Sw �„roo . ttO v o-� Suite ik CITY CF TIGARD W °- r 18' By: . Date: g -a,3—) ce A pprove," Ly Planning .. 'pate: '2/23/ if. rn 100' itials: Wl r, 0 rn — 0 GRAPHIC SCALE ,. ce 10 0 5 10 20 50 ' N i SITE PLAN SHOWING mi- "). ,p,: NO163-3 PROPOSED DECK0 . ►� "" N01113-3 SCALE: 1"=10' ( Di FEET ) • 1 inch = 10 1t. 1 RENEWS • 3300/2018 OD PRtjele‘ip 0lAj18 , O ' Cu '> I— X 1. O 04 ,O Ivq \ P CL 16,X90,,c4.4- U V,jN P.2ARp5N ILI vwi J Q rn g w Q� z Lu I 2L6-ice Q oNZ CO Q O U mf_ LJ I 2x8 LEDGER ° =N0 CO FASTENED TO EACH o c9 a_ WALL STUD W/(2) w 5 1/2" LEDGER LOCK o 2x4 FLAT SPACED 24" O.0 FASTENERS o WITH 15/32" PLYWOOD U SHEATHING FASTENED WITH SPAN RATED 15/32" SHEATHING OVER No. 2 DFA 2x6'S 24" O.C. 8d'S AT 6" O.C. i" SIMPSON H1 CUP 1 N / ���i •0 8' 1 U2 4x8 DF/L No. 2 (1) WITH CC4 A r EXISTING COLUMN CAP HOME ' ' NEW DECK i--- 43 8' i PT 6x6 10'-3" „ tap10 -2 •c0-- o. 1 1 .4 VA M C EMBED POST 16" CD �3 a^o 3 1 0 -m�T R L .-C O'1 17 . ; 1'-4" ts It } W �> aj --i---------. 2'-9" •- ____± PW 0 2' SQUARE CROSS SECTION rn 0 SCALE: 1"--,=4' P al teN N0071—s °t'" 140071-6 mac ignED 2 RENEWS • 30 2018 11 N., G%N£11LYf�U� 16478 ' cn II z AON� � O /� B `'q 16,\9 O r) ZAROS' ' = o:on a F 16' DECK WITH 2X8 LEDGER -{ i >oN 1 ow8 CL 0 acn0 A a- W ve te No R. Y 0 La PT HEM FIR No. 2 JDIST o AT 16" O.C. W/ TREX DECKING 8' EM FIR No 2 POST 4x4 PT HEM FIR No 2 POST N 4 POST BASE AND 4x4 'T HEM FIR No 2 POST WITH A CB44 POST BASE AND BC4 POST CAP WITH A CB44 POST BASE AND BC4 POST CAP BC4 POST CAttOP VI al �1 - 4( 9 ---N — _ I 4 I 1 I II I N I43 , 4 _ I 116' 4X8 DECK BEAM \ --i I I , , I I p 1 I tip L _ _ __ J A L -- - - J ``L !� _ _ J I`1 oin `go •' 4 ESN • , 6x6 PT HEM FIR No 2 EMBEDED 6x6 PT HEM RR No 2 EMBEDED 6x6 PT HEM FIR No 2 EMBEDED C"'' �°"41 M`o 16" INTO A 2' SQUARE BY 2'-9" 16" INTO A 2'x2'-6" BY 2'-9" L16" INTO A 2' SQUARE BY 2'-9" CD ,Ld c —DEEP FOOTING WITH (4) No. 4 DEEP FOOTING WITH (4) No. 4 DEEP FOOTING WITH (4) No. 4 �3^0 BARS VERTICALLY AND 5 HOOPS BARS VERTICALLY AND 5 HOOPS BARS VERTICALLY AND 5 HOOPS 3; c E SEE DETAIL SEE DETAIL SEE DETAIL •�—8 ••° w a6 ki •P.I PW 0 .,.., rn 111 PI', 0 1 kl IV N (0 • DF DECK FRAMING PLAN No162-3 1 ITH FOOTINGS SCALE: 1"=2' MAE NO1 — NORD3 N., 1,01N4-4,‘ UO 4 I 1647; 4)SPAN RATED 15/32" SHEATHINGAl 44 SPAN RATED 15/32" SHEATHING Mar" OVER No. 2 DF/L 2x6'S 24" 0.C. l OVER No. 2 DF/L 2x6'S 24" O.C. �q*/'P,j06,‘4443 st. Z ce Q N o N1 2x BLOCKING ,AROS U >Orn 2 SIMPSON H1 CLIP twn v oz SIMPSON H1 CUP N owo IIA► � QCOO A SPAN RATED 15/32" SHEATHING T IE SPAN RATED 15/32" SHEATHING o 0c OVER No. 2 DF/L 2x6'S 24" O.C. Y Q OVER No. 2 DF/L 2x6'S 24" O.C. 4x8 DF/L No. 2 w No 4x8 DF/L No. 2 WITH CC4 0 1= ° COLUMN CAP 0 PT 2x8 LEDGER •rn f-PT6x6 FASTENED WITH — 2 ROWS 16" O.C. A 5 1/2" LEDGERLOK FASTENERS 0 4IV§ SW POET T.: V O� N C (Q Ike POST_It/ `. M e C644 (4) No. 4'S j o 0 W v PT HEM FIR No. 2 JOIST w ggzj AT 16" O.C. W/ TREX DECKING a 3" d , •I—i : 1'_4" I VII 4 " _} 0 I 1 2 1 ("I •r-I 42'-9" UI 02' SQUARE N CROSS SECTION ACROSS SECTION 44"M' Noun-3 U SCALE: 1"=2' —2, SCALE: 1"=2' he,: NORD 4 REriEw�Gn P���S'�2o,8 � GGINE-4,4� • 78 •P - — 0111V/ ei •RE a ,h 9�'�2AR0`..,, 2x BLOCKING ` SIMPSON H1 CLIP QQIP C 4x8 DF/L No. 2 WITH CC4 PT 2x4 COLUMN CAP SCREEN o ' STOP ' SIMPSON CLIPS, FASTENERS 0 1 AND BRACKETS TO HAVE CORROSION PROTECTION THAT IS NOT REACTIVE TO THE . r PT 2x4 WOOD PRESEARVAT1VE SCREEN STOP PT 2x4 PT 2x4 6x6 PT HEM FIR of NO. 2 PT 2x4 _ PT 2x4 T NE �,ltul I A FB24 WITH �.—O I FB24 WITH PT 2x4 P I si 4 PT, 2 STILES i PT. 'x2 PA I �% � ,�� CO x Pia , 2x2 T a EM R ', , GA �J FIR THAN 4" LESS THAN 4 N0. 2 SCREEN O' _ STOP FB24 WITH FB24 WITH PT 2x4 PT 2x4 PT 2x4 PT 2x4 PT 2x4 2X8 PT HEM FIR SCREEN NO. 2 16" O.C. DTT2Z'S SEAT NA 1,. 1/2 GALV. W r �� 4 BOLTS ► r".:i 1/2 GALV. BOLT : ���" 2X8 PT , W 3" SQ. WASHERS �'I iis _,:4111 HEM FIRDI `� ��►� �`� 2x10 PT NO. 2 )1, 4x8 PT HEM FIR C4 HEM FIR 2X10 PT HEM FIR NO. 2 4X8 PT 1 Not 2 COLUMN _7 NO. 2 BLOCKING WHERE POST HEM FIR J CAP ATTACHES TO JOIST NO, 2 1/2 GALV. BOLT W 3" SQ. WASHERS FIR NO. 2 _.-----4.- POST O4x4 PT HEM CB44 MID POST DETAIL SCALE: 1"=1 sn,° "gym n, J 4 4 c 4 , c iii a t 1 e e 6 18"4 1 e 1 , 2'-9" 4 2X10 PT HEM FIR 4 LEDGER FASTED TO a PONY WALL STUDS ° a WITH (2) 5.5" LEDGER LOCK 4V 4 -4. FASTENERS 4 4 LEDGER DETAIL O POST DETAIL SCALE: 1"=1 SCALE: 1"=1 I 1 : 1 Zarosinski Engineering & Design DECK SECTION DETAILS cn igg 1400 NW 155th Circle 'ntE DECK AND COVER Vancouver, WA. 98685 OOD 13 PHONE: (360) 513-2746 7440 OR EON 972 t. ti EMAIL: dzaroOzaroeng.com TIGARD, OR 97223 8/22/16 DRAWN BY: OPZ DATE: DPZ ZARD CAD FRE:N0163-3.DW0