Loading...
Plans (160) f.4 ST)-o(4 - C ,�� l3 / 72- S .Cmc w �y1� -_— -r LEGEND: — — I �- - — — - 3� �� —ss SANITARY SEWER Pacific 0, ti o —SD STORM DRAIN Community . .ex .D 0, o Desi ll CI / ^r —w WATER LINE lar) Tigard,OR 972223 ?(� ming ® SW 19.00' 20.00' TRACT Y 12564 Approve 292.0 ! MANHOLE Ti Tig923 287.7 Date: a _ _ 33.0' _ _ ■ CATCH BASIN 503-942-9484 _ DATE: 1/8/2015 Initials: S ____04....___,......11.... .. �— iii — STREET LIGHT REVISIONS 0. I iii -f--- I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 3.59' 0II I 3.00 , _ EROSION CONTROL I I I° PUE GARAGE •�I STREET SECTION, SEE I1 1 I I CI CONSTRUCTION DOCUMENTS I I ' I1I I I I I _— �- I I I I s =v 1 'S nrya- I; 10 5 i 1 :. L u:w N J I' ' a I I. IN '-J ^' SETBACK SUMMARY III ' 101 #II' ' 1-HR FIRE I I _ , ,- 1-HR FIRE I 0I ,'I ' FRONT SETBACK: 12' I I 55 100 I RATED EAVES i ( i SIDE SETBACK: 3' IRATED EAVES '_11, 2,857 SF 4 • 56 ' I ' STREET SIDE SETBACK: 8' BUILDING: 7B %II �' i i REAR SETBACK: 3' 'I I I .� FF= 294.59 %j ,� PORCH SETBACK: 8' I I ' I I I - I 1 1I 543.50' 1 1 I 10, 3.50' 1 I ' ' PORCH I I LI j 1 I t E i 0. I ( I, - 'I; I6.00' _—� 6 ' L I I — PUE so iII I _25.01'17.77'290.3 - LOT COVERAGE: O I - - N I / ���� -�' SIDEWALK , I�o o' /•�•� ,% /. LOT AREA: 2,857 SF -- --- ••• RIVER r- I - - N / �f '13 j BUILDING FOOTPRINT: 1,309 SF csij 292.3 t t. TERRACE W '--' M �1■ COVERED PORCH: 203 SF NORTHWEST N •• ,` "�I �I�i�" SANITARY LATERAL �• . ` ` ',� �o STORM LATERAL CANTILEVER LIVING SPACE: 0 SF Gs�- COVERED PATIO: 0 SF WATER METER 44 111 i O ,, 1 , DECK AREA: 0 SF , 7-1 o ` \ PLANT (1) STREET 5s 0. / as s TREE: 2"CAL. LOT 55 \ ����► TOTAL COVERAGE: 1 512 SF Rp,GE RAYWOOD ASH/ ! PLOT PLAN _-' B vE1ER Si i \ FRAXINUS OXYCARPA \' e . 0 28.00' RO1\,RAYWOOLY \ 52.9 % .<, +'� S� p' �/ •• ,;1 ` IMPERVIOUS AREA: 1,882 SF :.... iiiio je ---, --;-, , _ o V eli r v / ' o :l'` 9 RIVER TERRACE NORTHWEST (503) 221 -1920 (14) O C PROJECT NO.: 395-037 2S1W6 TYPE: CONSTRUCTION 9 LOT 55 (R-12, SMALL) S 0LE O REVIEWED BY: PRE 0 co RIVER TERRACE NORTHWEST Q 13172 SW APPLE GROVE TERRACE 1INCH=20 FEET t_ -y.-+----1.—m-- PACIFIC UMBER COPYRIGHT 2U12 . ., ROSEBURG FRAMING SYSTEM" �_,.. '^-,.... .,,m,,,�...r I' ... These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. - Q��/engineeredwood product(LY}OC10V`S builder ... • =,.-ur-F wu The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber - ' ( ij� rwaaPE an which retains _ _..._ ai,iii . EE o>�Kw�a�a Comp u copyrights to,and ownership of the plans.Use of these plans by any other I GI D LAM LV RI GI DR I M - .. \,I I �� ,1,,it sa.on rpswe - penalties A infringed,and 51 O Per work Infringed 9 dile t t include _... ,.. !- ... ._.. G/ - nae �s r10 z oeuct supplier other than Pacific Lumber _ ,1 r ¢os�r+ea rorbarFaOovO>'s enaea>x�toaoFsrsrraooers pr pp' Company is strictly prohibited.Unauthorized use or -.\\` s ARA. w s.orxs copying of these plans,Infringes rights under the Copyright Act Infringes face liabilities that e of up to 520 00 per work infringe 0000 n ed u ` T —�j`` / \�IIlr RFPI}JOIST 141 GONTRAGTOR NOTES DES/SN NOTES: "`.`` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFAf BLOGK1116PANELS WffN BEARN6 WALL ABOVE POST WAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA rays. KIS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VD 1 2p5f DDEAA D LOAD SHEARWALLS SLEEPIN4 AREAS: 3Opsf LIVE LOAD I 12psf DEAD LOAD ROOF LOADING: 2Spsf LIVE LOAD 1 7p3f DEAD LOAD R1 _ J 1 I • REVISED 5.17/13 kta R 1 :: --- s-1R 1 / PL 1 2-1 48(MAIN) ! POLYGON Material Mrk• Material Width Depth Grade Gig Cut Lth Tot Lth 323........_. J4__...__. _.._ .._.____ _. _J _.J8 ._.._ R1 OSB Rim 1 9 1/2 6 16 96 • ....J4 .._..C2.t PATIO I: PATIO J1 RFPI-20 1 3/4 9 1/2 4 16 64 `34- -- :-- — — .13 RFPI-20 1 3/4 9 1/2 2 28 56 1 3/4 9 1/2 10 26 250 „ .,, \ I I > .14 RFPI-20 1 3/4 9 1/2 5 22 110 _.._ _..J4 ......-. I .15 RFPI20 1 3/4 9 1/2 1 5 8 t __ _ '� _. -J4 __ .15 RFPI 20 1 3/4 9 1/2 2 2 4 1T--T( I J4 \ -- iT1 JB1 J7 RPM-20 1 3/4 9 1/2 1 18 18 'E I \ I� _ b • .15 RFPI-20 1 9/4 9 1/2 4 4 16 _JS-,S IY- .._— —,al— ..-__ ____._ \\\ _ __...... ,;�.. ,+.` Yt__J t` Jb B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 L 62 JB 1 JB t J 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 8 8 ... :: _ ...-.. ... ,� J61 BLK6 RFPI-20 1 3/4 9 1/2 19 5 51 ......._ -:._._._ .__._.. ._J2._.____ ._.. _- .___._ _.._ O -- 24_--------------------------------------------------- - 0 JB2 ELKS 1.75 LVL 1 3/4 9 1/2 1.5E 2 3 6 -_ J.._ J2--__.........___:.__..__.__ _ -32:__��_ .. :: ::q AH1 sITHO57950-or- N.5 6 � J2,_ 1 .. R'1 (I ry _._ - - J2-- ( _. �1 R '1------------------'-4-2-____ j R ,e •,_ R1 l J2 J .. .. -- J2....ri ----- R1 J3 JB 1 IJt JB2i1 /MPORT/NT! 5-. _ — REFERENCE INSTALLATION r; ,— GUIDE FOR ALL FRAMING -- 5-7- [I rt . ............_- _� 5-1 -- PETALS AND I-JOIST INFORMATION 3 _ R`1 .d... __—JB1 J51 F§1 START Pacrfi umber START I �t .� FRAMING r I FRAMING ��L��EGEND: HERE PORCH PORCH i ��JJ .HERE & TRUSS COMCOMPANY ( H )—-HANGER CALLOUT El -SUPPORTING POST L - PLAN DESCRIPTION: 113C CUSTOMER: POLYGON ® -POST LOAD ABOVE (MAIN) R -RIMBOARD 51 -t4FORMS TO DESIGN DN EFT PLAN NUMBER: 75G LB -LVL BLOCKING YFORMS TO DESICRN MkaPT WITH PLAN DATED: 4/1 9/1 2 PL 1 2—1 4 8 REVISIONS AS SHOWN -OUR LOCA 7705$-. JB -JOIST BLOCKING B cM1omonO DETAta Raman 0 tree,'--031FC-RMIt:;-REVISE AND RESUBMIT REAMPEUNe CENTEIC E{NP DE5/6NER: J -JOIST CALLOUT 0�i was DEMON w�1x 1'Q at*tsArasa AD ER:E•,;Eei Fa REEK O DENNE 1510050 BOONE5 FERRY ROAD 0 wnutou o uric-Dims[astisan 5013E 3716,3 •11.[At:HE'3-:.'+P TELLER 3 LAKE 050E60.ORE60N 11055 B -BEAM(FLUSH w/JOIST) FEEED- x1m,x 9:orearmi BPL':: P0�RUNCE R 13 (503)655-9665 KAMI SEL W OOD MAIN FLOOR JOIST LAYOUT "` �" r S xe.:w AV,vcntsraru_r*10 671'50 n NOR -HEADER(BEAM BELOW JOIST) y ' ,, .." =„, c R 571 NOP RADR. .00710 067:REF L 51R7S130. TRUSS OFFICE S CON7RICrDR r DATE: 7/23/t 2 BBO-BEAM BY OTHERS SCALE:1/4'-1'-O' 'a ��w.+W _7/J ' K: TRW R. +-;5g.(pp¢r 30,E+.8' 5914 5W JEAN ROAD LAKE OSWEbO,ORE60N 9105 Mlteeryo; AR(NI?EiTS CT ENGINEERING INCA (503)656-9665 SHEET: 1 of2 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER 0 START FRAMING HERE 8/712015 ,.eAo1 Products yD PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 RM1 28-00-00 1"x 14'APA Rim Board 1 1 M1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 — — • RM1 14-00-00 1"x 14"APA Rim Board 1 1 t©1'-04.R5 i P RM1 10-00-00 1"x14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1'x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 ( BM1 22-00-00 5 1/2"x 19 1/2"Glulam 1.8E 24F-V4 DF/DF) 1 1 P I D1 N CN !: N CCN DI CN '-CN N DI O O' O O' O O O O it? 0'. O O U- LL LL u LL li LL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t It - t ig ' BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ,° , -_. t g_ [1 t §= ( . - I ALL BEAMS AND CONNECTORS PER ENGINEER IRM1I R �I F03 w • I. ...F03 ,. o ACCESSORIES QTY F01 - QA TFI414 24 F a _.....,..__._.,.,,,,.,,, © TFL1714 1 .•I F04 - C 1x14 OSB RIM FOR SHEAR BLOCKING 30' _ inllunnouvFlnwniulruwilmr� - I F]+ °`� © HU412 13 F09 ,I alimm —... FO6 II I O 'Mr FOE I F07' $ E>ICI_BLOCKING FLOOR LOADING' _ ...F� RM1=RIM BOARD 40 LL 15 DL . FOE 0cc REFER TO STRUCTURAL PLAN FOR ADDITIONAL ,- TRANSFER BLACKING FO6 IMAIM AND SHEAR BLOCKING REQUIREMENTS. :IIMIIIIIIIIIIIML FO6 I R I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06 R VW" SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. IIIP FOB I F07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA FOE - m FO6 I I -0111❑v r F06 P N ...O.__ F09., . .. .cwe°•Rivrs j . In r�MIII1ANDI ARCHITECTS i F09.,. ..F� FD9_. —■ ...- c 21 MNFORMS TO DESIC-N CONCEPT i''�-I'=`'-I'' 1.1.11 MI a . CONFORMS TO DEiIGN CONO:Pi WITH F08 Ts;� RETSIOMS;S SMOWN ....,.,'"� 0 NM-CONFORMING-REVISE AND RESUEM:I FUK ?ICS DM:LIAM WS PEI.!511150 IV,tEEPALCUE 11/11 C{ ET:/p LE^,w J1ar I0L?:.HT MEC to-zuE.e TIC RM1I 055 0511/50 0 FINDEIRZISH MMBANAP ET TE DO NOT: SM SPA'IEMB FAS 51ECIFIDIIL6'ALL M DID SAFE HILWTT 5-07-00 BM=IR MP MACK. soecml SEAL MD A T/ECINIS. Loosen,remove,cut or notch Clab R. a e. L 30 2E5 any part of the open web joist. CT ENGINEERING ERING INC Pacifiatumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER c STARTFRAAWIGEIERE -.. ..-= 61720f5 e Fg h LL Products F9 OGOD PIOIID Length Product Plies Net Qty =• RMI 46-00-00 1"x 14"APA Rim Board 1 1 ` e 1 I, RMI 28-00-00 1"x14-APA Rim Board 1 i RMI 17-00-00 1"x 14"APA Rim Board 1 1 -[- _ f--- -r- - RM1 14-00-o0 1"x 14"APA Rim Board 1 1 i t'- , r5 1Ei r RM1 10-00-00 1"x14"APA Rim Board 1 1 RM1 9-00-00 I"x14'APARimBoard? E ` ` RMI 7-00.00 1"x14"APARim Board 1 1 1 1 • 1 f RMI 5-00-00 1"x14'APARimBoard 1 2 t • RMI 3.00-00 1"x14"APA Rim Board i 1 I1•IiI' BM1 22-00.00 5 12"x 191/2"Glutam(1.BE 24F-V4 DF/DF) f 1 " " i " . BK1 14-00-00 1.5RigidlamLVLI-3/4x14 1 1 " BK1 6.00-00 1.5RigidLamLVL1-314x14 1 1 ti 8M2 4-00-00 1,5 RigidLam LVL 1-3/4 x 14 1 1 e r E. BK1 3.00.00 1,5 RigidLam LVL 1-3/4 x 14 1 1 BMS 18.00.00 5-1/2 X 14 BIG BEAM 1 1 r� i c e. k I . T 1 x E• c == Oma` K �� ALL BEAMS AND CONNECTORS PER ENG/NEER c F r ,.... .. F03 11 r 1' r ACCESSORIES QTY SPY .,...,..�._._�, @ FOL: :---- ti TFI414 24 . _ ...... .. i" p TFL1714 1 F04 re - 1x14 OSB RIM FOR SHEAR BLOCKING 30' MO 1 F09 5. e5 = _ II FOB n tI -_ 1I "" — ISDL = Le- 0,7 r RfM 40 LL --4r _ i'��c _ "R. —', REFER TO STRUCTURAL PLAN FOR ADDMONAL ��Ki' •" ~.•- —"-- - POST TRANSFER BLOCKING : i 1 F� AND SHEAR BLOCKING REQUIREMENTS. tY I FO6 E. j SHEAR BLOCKING PIACBIENT PER STRUCTURAL PIAN to FD6 —. I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY, 1 • .-_.._ , :. �g�Y� I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION KRITERIA I elonDfoosivartb .DoNeopt i.1 1111111E FOS �F Fc .n..::::m E=• r1diL8tAN8i ASCllIECT5 w- a iia '■a-. - F08. _x _� —. MOM T0061C-{COttf.Wl i 1 � 3w 4�. FDe � D MS— 23 I/ Iwo i/ I REVISIONS AS MVO lall --,_- �� 0 bora-roNsORMIG-»um MOOT L - ~_ RIS DEE WFP OD IEEE altar Itt RRE4.DEROD IA .--..: w• n LW DE mar MOM DLO PS LW a WE%a - 1 a aElammtrr a=,ter Ere LIE DO NOT: 5-07-00 ante tem at am men Aa a MIRK en Hoehn era.ata aEr t81lEc rtaace M.RUT ALL MGM. Loosen,remove,cut or notch MELLORa".,joorteobor SE xu any part of the open web joist. GT ENGINEERING INC I �� mber JOIST WITH RIM SCALE: 1/4"=1'-Q"on 24"x36"SHEET & TR U-S$ C Af FA NY SHEET 2 OF 2