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Plans (15) ' I a , ` ,� I I 41( I u co . g RECEIVED -' o o CS SI- MAR S 2016I ITY OF 'IG� D o { z 3BUILDINGDIVISIONUlu w c:::, z 1 EPLACE(E)DOUBLE 6x8 x REPLACE(E)DOUBLE 6x8 x I i' D 4'-6"-LONG FOOTING WITH(N) 4•-6"-LONG FOOTING WITH(N) i �. DOUBLE 6x8 x T-0"-LONG FOOTING DOUBLE 6x8 x 7'-0"-LONG FOOTING Iill N co , I N I 1 i ' N3 -- i _1 I • 11% 1Sti, 1Z( . - l' rn O v , 1 3I •—� C W -, OF TIGARD _ F 9 CODE COMPLIANCE Q z i Q 0- Approved: E z OTth O 1 Permit `'"26 '-CIO 7 0 O Address I Suite#;_I CI) J . W� C • . I .__I Z `J 12"0 x MIN.18"DEEP CONCRETE- I m �r�v PIER-MUST TERMINATE ON I— ORIGINAL SOIL(TYP.OF 4) OFFICE COPY o Q cc 18'-2" O Z O Z O 4"CONCRETE SLAB ON MIN. Z C0 cc 10'-0" 6"OF CRUSHED ROCKcc / ��eD PROp�� J � GIN �� 0 W 1 SALES TRAILER ENTRY FOUNDATION PLAN /�4:1` k :!i: \ ° H SCALE:316=1'-0" 1 6x6 TREATED POST ON SIMPSON g , 1 . Q 50.1 ABU66 POST BASE(TYP.OF 4) I I' Z S1.0 O (TYP.) ,- I 1 OREGON I— I— I— , F— 1 24" alty 3,,.,,,�`",, W Q X2 " 234, ,4 rm J U/s 0 < 0- 06 U co,0.-0" EXPIRES:6/30/2014 4 L, ® 35'-O" 3'-10"--T-2'-0" x 29'-2" e aill I U 03 0 0 • „ v_ i 1.3;.1C) 0e_ 4)#2 DFL _ ALL(N)WINDOW AND DOOR HEADERS AT EXTERIOR 2x6 HEADER z p WALLS SHALL BE SUPPORTED AT ENDS WITH(2)#2 DFL 0 ©, W E C J%n 2x4 STUDS(ONE KING STUD,ONE TRIMMER) ��/ nira= 0 _ 2 ® \- RESTROOM 7'-0” 6•Z N •3 O re O X%n .. o 9'-7, N p0 W -J w ALL INTERIOR WALLS SUPPORT NO ROOF LOAD y z CEILING LOAD BEARI G OK ON ve M o THIS WALL(NO ROOF =_•- • - W m W *O �y O z f ! "- Qzz `v 14'-0" ■ _ z < J p J cV XISTING(4)1Y2"x 24"MURPHY 3100 Fb 2.0E LVL RIDGE I.. - b CNICL Q (Al BEAMS, PER CITY-APPROVED PLANS BY MODERN BUILDING 1' cv w oCO SYSTEMS DATED NOVEMBER 30,2015(TO REMAIN) >in 2 C`• a T co U 0 C7 O fn Z to (2)#2 DFL NO ,Z7 zam I-U •LD, - 2x6HEADER LL ,. w viidF- zO pNU OFFICE2 XQtnQZ �i1 4'-0" * cco Q © w5 ' W � O- z w I- w :®10'-6" U V ® E)4x6 COLUMNS j N z Q TO REMAIN J Q �� . 28'-0" 5"; _<z re— — — — — _ --- J - - - - - - - - - - - - - - - - - 00 ZU C9 UOp Q — — —, — — — — — — — — — — — — — — — — — — — — ,01 O (E)4x6 COLUMNS ® , 0 2'-9" O p 7 TO REMAIN CEILING LOAD BEARING OK ON p O2. F To- 6'-8" THIS WP LL(NO ROOF BEARING) a ? u�j N #1 DFL 2x10 RIDGE Y • 1 UmNr I Z K-------- Oho Xin 3'-0" ttW M N EW#2 DFL 2x6's@24"O.C. 3k ------..) Q NCim o Lii OVERFRAMING EXISTING ROOF larN � mw *ci Z Z 1 2)#2 DFL 2x6 HEADER j Fw.. 0 0O w p I- u Z zz z (2)#2 DFL 2x6 HEADER � Q aaw -. ©gi v OL 4-0" OFFICE 1 10-6" ' j 0 I-u a ill,, /41 O j z C .O 5.. 8'-3" V Q F=awZ ak ® WaQ co w ZcF 4. ct- LAlk '" 3,�„ 2)#2 DFL U i 3 0 3 ® W .__I Z 2x6 HEADER S1.0 S1.0 D 0 1 NF II #2 DFL 6x6 HEADER W CC (2)#2 DFL 2x6 HEADER I 0 Z 0 2)#2 DFL z Z I I 2x6 HEADER 0 Q I I Z 0 CC 2'-10" 4'-0" ' 8'-4" f-3'-0"— =2'-0" + 6'•0" + 2'-0"=.--3'-0"- —3'-10" CEO PROFF 0 "J C • 10,-0" I I /g�c��iN ��i 0 W (� #2 DFL 2x6 RAFTER 2 DFL 2x6 RAFTERS /fid-' ,y 'L N Te- --� 0- @ 24"O.C. ' @ 24"O.C. CL W Z 1 SALES TRAILER FRAMING PLAN /� r'--..,,,_._ � `` -I I- 0 SCALE:Y.•=r-" #2 DFL 6x8 BEAM-•--------1- I EAMS #2 DFL 2xS CEILING OREGON I_ SD I JOISTS @ 24"O.C. I #2 DFL 6x8 BEAM �.1 Z (n F— © • \' Iv.3 '"f���ij' W lLl Q Al r (TYP.OF 4) �S `'-/ _ m J U ® -- - 016 -' i 10,-0" 1 _ 0 0 < 0 EXPIRES:6/30/2014 4 . . . , . . . 40 40 0 w ,,,0 ,,-gym � r � � m b —1 b —1 r F x m -\x x DO x z m -1 r m r D O z p z J I /ex , _ LRFp,�� ‘ ,, A sibt iir 2 \' .` VI 1 . let. § .„0111:0K, , 0 CLIENT: POLYGON NORTHWEST COMPANY ul r VEERING LLC1 V 1 'Si T A JOB TITLE: POLYGON AT BULL MOUNTAIN —STRUCTURAL R U C T U RA L -- SALES TRAILER 7140 SW QUaN LANE ? ttAV:I?1'ON, Oi? GON 97008 LOCATION: TIGARD, OREGON OiMIa 971,246,5424 0- MO6IL : 971,645,0901 0 FAX; 888,396,2968 o 12NNI5@V151-A5f UCflRAL COM J 14 () (n n 0) r r Cl)ccn r r= r mi m � r D < � D O p O thy,ii \ `:• p 117 .t1 CLIENT: POLYGON NORTHWEST COMPANY VISTA JOB TITLE: POLYGON AT BULL MOUNTAIN -- sTRU TURA,L -- SALES TRAILER ENGINEERING . L C 7140 5W QUM LANE ? P 0 �GON 97008 LOCATION: TIGARD, OREGON OrrIa; 971,246, 424 # M013114 971,64 ,0901 0 FAX; 888396,2968 o nNNI5©VI5fA51"RIUCTUpAL ,COM •x6 TREATED DECK POST ROOF SHEATHING:%6"APA-RATED PANEL I FASTENED TO RAFTERS W/8d NAILS @ 6"O.C. pc, O AT EDGES AND @ 12"O.C.IN THE FIELD 4,,( 1 0 l� IMPSON ABU66 POST BASE �'` . •o" DGE NAILING �4r 0- (C33 v ,o • Ion& .1.9 ONCRETE PIER O Q EDGE NAILIN O A A 6 a. Q Q a 4 .4111.1111111110 J J o)( sLs=s1 \, 3w Win - �/ O z ERS PER PLAN AND FLAT am iie 2 Q NEW%6"APA-RATED PANEL SHOW VERTICAL 2x4's @ 24"O.C.BETWEEN .-71DECK POST BASE ( in SCALE:1"=r-0• WITH HATCH)FASTENED TO STUDS (N)RAFTERS AND(E)2x RIM �1•� W/8d NAILS @ 6"O.C.AT EDGES 0`' i AND @ 12"O.C.IN THE FIELD. N REMOVE EXISTING SHEATHING AS REQUIRED AT EXISTING 2x RIM E)2x12 RAFTERS @ 24"O.C. ''.----****) "1-N ''''''''N 2 Z CV ROOF SHEATHING:%6"APA-RATED PANEL EDGE NAILIN CV ,,,..„......70) FASTENED TO RAFTERS W/8d NAILS @ 6" 2x6 BLOCKING BETWEEN CJ'S ..�. O O.C.AT EDGES AND @ 12"O.C,IN THE FIELD AND RAFTERS TOENAILED TO � BEAM WITH(3)8d NAILS At 0CO v 3)10d NAILS TO CEILING JOISTS AN T __ FASTEN EACH CEILING RAFTERS,BEYOND 1 �- ASTEN TOP OF COVERED PORCH O JOIST TO RAFTER _ RAFTER,PER ��,� ��'�i" BEAM TO SIDE OF ADJACENT TRUSS PLAN P. WITH (TYP.) I,� II ` I H SIMPSON TS12 STRAP FP /ray _-_ Pi FASTEN(E)2x RIM TO(E)2x TOPma Mi ~� PLATE WITH SIMPSON LTP4 @ 2'-6"O.C.AT COVERED ENTRY r11‘, E)2x6 TOP PLATE 1 FASTEN EACH CEILIN , • JOIST TO WOOD BEAM �® % Z Z WITH SIMPSON H2.5Aell SIMPSON LCE4 ON BOTH-7Om Q WOOD BEAM PER PLAN FACES OF POST/BEAM z IMPSON LCE4 ON BOTH 0 FACES OF POST/BEAMV 0 .x6 POST W J z D 0 H CC) co 2 COVERED PORCH BEAM CONNECTION 3 COVERED PORCH SHEAR TRANSFER DETAIL CC C Q S1.0 SCALE:1"=1'-0• S 1.0 SCALE:1"=1'-0• Z z 0 Z reV n a N cc KEO PRO, J Et Q 6 IN 8 W Ogg \�O J a _J `-' W g Z J I- O OREGON I- F- 3�, � � '/ W W F- Q I- isi m U ‘ _ t- 016 j Oco 0 EXPIRES:6/30/2014 E)RIDGE VENT,AS SPECIFIED BY MANUFACTURER ON PREVIOUSLY APPROVED PLANS BY MODERN U (E)(4)1Y2"x 24"MURPHY 3100 . BUILDING SYSTEMS DATED 11/30/151 2.0E LVL(FASTENED AS •• O SPECIFIED BY MANUFACTURER) E)ROOF SHEATHING,AS " . 0 O SPECIFIED BY MANUFACTURER p� E)2x12 RAFTERS @ 24"O.C. @ ON PREVIOUSLY APPROVED ` (E)2x12 RAFTERS 24"O.C. z ..�-"�... PLANS BY MODERN BUILDING 1.9 Q � ............• SYSTEMS DATED 11/30/15 2 l �- .,,�,�•---ter " tv Q v--- -. ! I wILw o I moi Z N)AN-"Fir 111v LI o #2 DFL 2x6 VAULTED0`' `� CEILING JOISTS @ 24"O.C. >in W SHOWN AS HATCHED) A/Ir •1 D � E 2x6 TOP PLATE * 'A- NN-( �O N z -,� E)EXTERIOR WALL (N)#2 DFL 2x6 VAULTEDS N)#2 DFL 2x6 VAULTED06 ij_i 06 CO CEILING JOISTS @ 24"O.C. (SHOWN AS HATCH24"ED O C 0 CO (SHOWN AS HATCHED) CEILING Q SIMPSON LSU26 SLOPEABL JOIST HANGER G R AT UPPER END OF EACH CEILING JOIST a 1 SECTION AT FRONT/REAR WALL 2 SECTION AT RIDGE S1.1 SCALE:,'=,'-0- S1.1 SCALE:,•=,.-0' Z Z Q Q CLH E)2x12 RAFTERS @ 24"O.C. G 0 D E 2x12 RAFTERS @ 24"O.C. V I— 2 WJ J Z N)#2 DFL 2x6 VAULTED = 00 CEILING JOISTS @ 24"O.C. I CO j �' (SHOWN AS HATCHED) I•'"• H W `� ror �„ 4)2x4's LAID FLAT,FASTENED CK Q /4 ���� TOGETHER WITH 2 10d NAILS Z 0 "�'I N)#2 DFL 2x6 FLAT CEILING ►.M @ 24"O.C. Z0 JOISTS Ce HATCH ©24"O.C.(SHOWN AS 2x4 BLOCKING BETWEE NMI Z r(�9R CEILING JOISTS V E)2x6 TOP PLATE 1r DEQ PROp- 0 _1 C Q . (; 2x6 BLOCKING FLUSH WI ��� _ gk �G;/N�, ��/ W d t • \ O , _1 ' OFFICE#1 FACE OF WALL � • j� :v ti\ J a (- I I mi N)#2 DFL 2x6 FLAT E)EXTERIOR WALL CEILING JOISTS @ 24"O.C. W Z OFFICE#1 OFFICE#2 (SHOWN AS HATCHED) HO OREGON I- H 20 ` Z I- W 3 SECTION AT REAR WALL OF RESTROOM 4 SECTION AT WALL BETWEEN OFFICES4S .. ` W CO U el) SCALE:,•=,-0• �\ _� - 016 Q S1.1 SCALE: 0 O � O EXPIRES:6r30r2017