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Plans (26) I33`4lG ,sc.'I7 f ( $�c�o/& r0.o/fes _______ _.._......... .. LEGEND: .-® —SS SANITARY SEWER I IL i I l c —SD STORM DRAIN Comnnu1it- Dr swil —W WATER LINE 12564 SW Main Street 236-1 237 4 ® • MANHOLE Tigard,OR 97223 —— — _ — [T)503-941-9484 ■ CATCH BASIN 57.0' _ DATE: 12,21/2015 t — STREET LIGHT REVISIONS 6.00' i it 00000 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION PUE 25.07 a EROSION CONTROL I 1 X238 .__________ __________/ STREET SECTION, SEE © CONSTRUCTION DOCUMENTS I i .: ,. r..::�, .-'�:; I 38.30' I 1�� .. 7 (Igl 1 �me . �4 SETBACK SUMMARY 1 I� f• ill 1 - SIDE FRONT SETBACK:SETBACK: 12' 5' BUILDING: 5BR-DL 1 1� STREET SIDE SETBACK: 10' PLANT(2) STREET TREES: 2' - :� III i,I 1+ REAR SETBACK: 15' FF=247.7 CAL. KATSURA TREE/ w-'1.1 ;II 1 1 1 , I PORCH SETBACK: 8' CERCIDIPHYLLUM JAPONICA 0 _ ' (III i 86 1 1 1 i GARAGE SETBACK: 20' 3e 85 I ktei:.:- ` 1E ilk , 6 '1 2.i00' 1 6,150 SF , 1 - ' 1 ps)p W � = I IiMl , I GARAGE.0 1111— ii ,\ IFr � � -1- — LOT COVERAGE:i IN I I , i246 —Ia I:3 - I 1 1 Ij I LOT AREA: 6,150 SF II II 1 I iftaki POLYGON AT 1.9-_, TRACT U co ��Ilk i PORCH --- _ /I i 1 BUILDING FOOTPRINT: 1,800 SF WEST RIVER �_�� --�I I I ' -1.--— 6.00'- ,, _..I.7-1 w , `— 1� _- PUE — COVERED PORCH: 166 SF TERRACE t ��_ 23.34' 17_94' — 25_34'— , — - 1 �'?, ��� Ij -- ---+ — CANTILEVER LIVING SPACE: 43 SF •6-. 240.2 4a �1 �!� 1;1 2 6 0 COVERED PATIO: 0 SF — O 14 V �_ / \ 43.0' /Al 7- is < . , � \� ' 1-, 7 41%- -,!'41.11.1k': DECK AREA: 225 SF o • �\ WATER METER °���//"�i \— LOT 86 0. VISION \� LE 0 ne i�� 1'�.)� I,, III TOTAL COVERAGE: 2,234 SF PLOT PLAN N CLEARANCE �ai�`� �;wfJu ,— Iu 246 i� °' .Al TRIANGLE {� ��1���� "� \ SIDEWALK 36.3 % PLANT (2)STREET A IMPERVIOUS AREA: 2,786 SF SANITARY LATERAL TREES: 2"CAL. A. a I a SW 174TH LOOP o H i St) r KATSURA TREE/ SD �.sn • Lri f LATERAL STORMF. ` CERCIDIPHYLLUM • \9s v 3 � �JAPONICA �' 1� 01 t`/(J :s - ;-cul POLYGON NORTHWEST (503) 221-1920 9//zi/ts ea 0. PROJECT NO.: 395-029&Ifuueid Aq paAoacic,y TYPE: CONSTRUCTION P '2, LOT 86 (R-7, LARGE) a�IVJ Il d O Ails SCALE O '�'EWED BY PRE POLYGON AT WEST RIVER TERRACE a.Z 13616 SW 174TH LOOP 1INCH=20 FEET :,.,- ---"--..=- PACIFlCWMBERCOPYRIGHT 2G14 :_ 3„ ROSEBLJRG FRAMING SYSTEM "°`=°"°°a"R R.R-. ,LLIII These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ( d ',q " c` quality gineer8l�.WOOL�FJfoducis for todays(J1t1 @f' , The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber ru �`- I coRR�e Company,Whichret8in5G RIGIDLAM LVL RIGIDRIM` pw'0°„��a opyrights to,and ownership of Che plans.Use of these plans by any otherPm sr.u-sr.ws«+.oc' product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorizeduse or reR err.�,i HAicR NOSteveo FeeDST rRondOTs s Moser aRaDUCrs I ' ------__ eEARRS AREA o.w��z copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include r , �. arJ.on To revue � c `� penalties of up to x20,000 per work infringed,and 5100,000 per work Infringed willfullg APR 2016 ir i \ ���` (AI'', P , RFPMar r I Ja D= ,. „,,,,„ ,,, ,m,,„,,,,,, ,,,,,, ,,,,,,.,,,,,, ,-„,.....-„,- 1 R' L„,,,..,,,,,,..,-..,;_ _,,,,. ... „. , ,,,......,„ CONTRACTOR NOTE5: DESIGN NOTES: °°""°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS aria.a °`1aleRielmata N 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR . R MAIN FLOOR WITH DAYLIGHT (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPR eLOGKMG PANELS reTN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 5.TS. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 paf DEAD LOAD .. (DOUBLE)1 1-7/8 RFPI-20 0 11.2'O.G- (DOUBLE) 11-7/8 RFPI-20 0 19.2"O.G- SLEEP/NG AREAS: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII EIIiI THIS/5 A PLACEMENT PLAN ONLY 30 sf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTE ® This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: RAMING FRAMING\ Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 1 7psf DEAD LOAD 11 R 1 • B,) — �. • 'e .... I Ja E ..-:I.. 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J2..... 1 42......._ J,31 I I F b START START FRAMING FRAMING IMPORTANT!_ REFERENCE INSTALLATION • PORCH HERE HERE PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION s LEGEND: PL 1 4-90(Mai • ith Daylight) f� DOUBLE I-JOIST CONNECTION SPECS /��� POLYGON 55 TWIN GREEKS VJ (H j—-HANGER CALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth Filler blocking is not structurally required provided both ��fiiLumber �® 51 05E5 m 1 7/3 l 15 112 I-Joists are continuously laterally supported by -SUPPORTING POST si RididLem LVL 1 3/4 7/5 1.5E 5 4 12 connection to the sheathing at the top flange.n 8c TRUSS i S S C OM P,A NY 52 RdidLam LVL 1 3/4 7/5 1.5E 1 12 12 addition,the IfS V J ® -POST LOAD ABOVE e3 RgidLam LVL 1 3/4 7/5 1.5E 1 20 20 / joint in the sheathing shall be positioned ea Rq dLam LVL , 3/4 T/8 1.5E , 22 22 y/ over the center et one Of the two top flanges t0 assure R -RIMBOARD 55 R'gdLam LVL 3 1/2 7/a zoE 1 ,s 16 shearzne sheathing panels. 5930 JEAN ROAD LAKE OSWEGO,OREGON 17035 (503)355-1553 LB -LVL BLOCKING J01 BLKG 1,15 LVL 3/4 7/a 1.5E 33 3 99 Jag aLKGRFPI-20 3/4 1/8 11 3 33 e � n.::,.w'd° PLAN DESCRIPTION/NUMBER: 55 - 48 -JOIST BLOCKING .,,.. J1 RFPI-20 3/4 7/a 32 15 576 transfer between -J2 RFPI-20 a/4 7/8 3 12 36 -I _ 1.9. zb+aNMI ^d' s+d- CUSTOMER: POLYGON J -JOI5T CALLOUT .... J3 RFPI-20 9/4 7/5 13 20 260 - Roonmem, t+° Els w,° Els u ea an ,r., so e-, PLAN DATED: 2/25/14 .. J4 RFPI-20 3/4 1/8 2 16 32 B -BEAM(FLUSH w/JOIST) J5 RFPI-20 3/4 1/5 3 4 12 DEL I-JOIST WITHOUT FILLER CONSTRUCTION Bd m, r Is. z +a z u r z, r x Hog -HEADER(BEAM BELOW JOIST) J6 RFPI-20 3/4 1/5 16 22 352 NTS. 21 1e r 18 T z. r m r 2/1DESIGNER: KAM/L HENDERSON DATE: 3/25/14 BBO-BEAM BY OTHERS Accessories °oa H1 MIa 9 PL. 1 4-90 MAIN WITH 42 MIII T11.551.9a-Or-ITT11.8H 1 DAYLIGHT SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 Q START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 `I( RM1 RMI 12-00-00 1"x 14"APA Rim Board 1 1 1 -ter "'r' RM1 11-00-00 1"x 14"APA Rim Board ��"` RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 * BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O O; BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� 4 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �[ l:3uTil LarBK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I oI BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .....#- ?�• � 11 ��--_.._ BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I � i r � �� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 �i� BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 C C2 1:'''l — ' m 8' c' kph .14 BM3 5-00-00 3-1/2X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 til o r: ILA' I ��4 FLOOR LOADING • � NI 111 Y I',cam:2 ARE=BLOCKING 40 a ���S y m! Q RMl=RIM BOARD 15 DL 1111111 o� koa l " TO i �� ACCESSORIES QTY "r''� gggxg C II 0 TH017140-2 21 C.40,-.1.0111...-REVS( i q © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' T © HUCQ412 1 MILERASCT ARCHTECTS a. - r.. ,� U. ,. ® COtrFORMS 0 D6 r. Y .;NrE.. „E., " ifC' P'`' l SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN f k. 7 - Lc PS- :LL ❑ CCt,=ORMS 0D6 4CON EF"7.1T1 - REV.SIONS IS S-IC VN m REFER TO STRUCTURAL PLAN FOR ADDITIONAL - POST TRANSFER BLOCKING ❑ :IO J CONFC.MING-PEASE AND RESJB". —.' -t- 1 `� I ° ° AND SHEAR BLOCKING REQUIREMENTS. ni o:ss�1-7 EWEN E rE!. E I F' Ek.F 7z4: .E II ('') I .L t FC Y IP L r F SCh W Ni: E 6..D �4 , I F .: I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I E= x.x as,4Fc u 441:E.Us r c:r. C: T S SCF DFAF0E4. ENT FC.e I.4 FF ALL IY NS144S, i€ _( K1 _ I :AA# -_ _ - FLOOR DESIGNED TO MEET OR EXCEED .F..�, -- _—EC.— sem® I L/480 DEFLECTION CRITERIA' s. JodO P.Evtgl a. Ju�v 91.YDl! A--�---- II 1ma — CT ENGINEERING INC f:�u➢ O U_----=--- —� + 1 I JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" Pace umber TRUSS COMPANY ROSEBURG FRAMING SYSTEM'" ' ::" 1 PACIFIC LUMBER COPYRIGHT 2015 qualify engineered wood products for today's builder" ew., g These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. _ �� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber -1,5.7 T - ' RIGIDLAM LVL RIGIDRIM wean.°«w..wum.W �,.�,�"m. soLOB�ocK AuY _ _ PosrsFF,on.,eovE Company. ;'i",,,,,,,'"„,.. ,,I� II TO BEAR NG BELor, p y.which retains copyrights to and ownership of the plans.Use of these plans by any other Rrc� , NsruLsouA=«BLocKB product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or , \�.. ; °.Pem,• -..`• ., .\ PER verA,.i e MATCH t. 7 RCSEBtIX�O FORM PRODUCTS ROSEBURG fONEs7 PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include � . \` (� BE�oW TO POST ABOVE. penalties of up to*20000 per work infringed,and S100,000 per work infringed willfully. ///I��NRFPI JOIST NOV1 4 2016 ROSPBURO FOREST PRODUCTS L ��j' _lor CONTRACTOR NOTE5: 0E5/GN NOTES: ,.„..t,..,. y r '' '/f' < '. ,7 ARD 1)V ERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "gym'°"'°^"'�"r""°"°°°w"° MAIN FLOOR-JOIST LAYOUT `S .zl 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "'-N..: "'°'^',:,., xs (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS rvrrH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" fiUIL Eli.-i. 1V Fj C f ' 5)ALL BEAMS PER DESIGNER'S PLAN DDE L C6TION CRITERIA (UNLESS NOTED OTHERWISE) N.T.S. N.TS. 4)VSE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NEP: LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOA SHEARWALLS 1 2psf DEAD LOAD .. (DOUBLE) 1 1-1/8 RFPI-20 0 1 9.2"O.G. ' (DOUBLE) 1 1-1/8 RFPI-20 0 1 9.2"O.G. SLEEP/NG AREAS: IIIII Illll 774/5/5 A PLACEMENT PLAN ONL Y. 30 sf LIVE LOAD 0 SEE SHEATHING NAILING ATTACHMENT NOTE SEE SHEATHING NAILING ATTACHMENT NOTE ® This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: FRAMING FRAMING =urchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 11psf DEAD LOAD _ _ ._: B3 - --- ---- R 1 ... .,. R 1 - B3 11 -- - - __ II 11 11 I 1 = i1 i I 1 11 1t 1 I 11 1 1 1 1 11 Il 1 1' 1li III' 1 ... 1 II 1 41 111 .1 •I y R1 R1 �I �h J �11, 1 1 �1 11 .1 1 1 J"1 I) 11 I 1 3 " 4 .) J3 J3 3 3 -3 .,3 _3 1 III 1i �3 3 .3 - 3 3 R1 R1 J3 $ J _3 J3 J3 J3 II I I ii 11 �l I� _ • 1 i 1 � II _ I 3 `I .E3 JB J3 1 ii �I .�` y3 3 .3 - .�3 J3 1111 i 1 I 11 Iit 1 l it i1 ,, 1 I 1 I 11 11 1ll 1; Q CONFORMS TO DESIGN CONCEPT 1 1• - E3! 11 02 R 111 1 Ij 0 CONFORMS TO DESIGN CONCEPT WITH I - i1 - ," - I 11 REVISIONS AS SHOWN laws"IIIIMI! ON CONFORMING REVISE AND RESUBMIT •I !I THISSHOP DAABIWS HAS BEEN REVIEWED FOR GENERAL'SNFORDANCE 1 11 1 II 1 I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IFABRICATOR/VENDOR OF RESPONSIBILITY FOR COWORLIANCE WITH TIE I I 11 1 I DESIGN DRAWINGS ANO SPECIFICATIONS ALL OF WHICH NAVE PRIORITY I II I 1 OVER THIS SHOP DRAWING. 1 II Abs MRP Date 10/13/2015 CT ENGINEERING INC I I I I• 1 111 d 1CONFORMS TO DESIGN CONCEPT I I I JB2 - 0 CONFORMS TO DESIGN CONCEPT WITH 1 REVISIONS NOTED Illttl���AAA... R1 R10 NON-CONFORMING-REVISE&RESUBMIT I I THIS SHOP DRAWING IAS Bon Rr0rnS FOR GENERAL CONFOREIGNCE I 1 WRH DESIGN CONCEPT 011Y AND DOS NOT RETIRE TNF • J� J J —2 _• -2 I ..2 J2 — -B J3 FASRTrATDRrRENDDN Dr RESPONSIBILITY FOR c,NFORNA.N WrN DESIGN I 1 Jr J3 J DRAWING`.SPEGIFICAnDNS,AND APPLICABLE CODES,AIL OF WHICH HAVE FRIORRY OVER THIS SHOP DRAWING. By Jeremy Pfau Date 10/16/15 II 1 _ MILBRANDT ARCHITECTS 1 II 1 ii11 I 11 11 1 1 j1 1 1 1 it 1,11=s11 I 11 H i IA ii E 11 1 11 • 1 1 11 I I 1 I I I J :B11 k- iJBt r IMPORTANT./ PORCH PORGH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING r 1 1-1/5 RFPI-2O 0 1 9.2.O.G. • 1 1-1/8 RFPI-2O 0 1 9.2"O.C. DETAILS AND I-JOIST INFORMATION LEGEND: PL 15-345 (Main) Q Fac' h umber 0--HANGER GALLOUT POLYGON PLAN OPTION:56 BASEMENT WITH JOISTS Mrk a Material Width Depth Grade Qty Cut Lth Tot Lth Filler blocking i5 not structurally required provided both ® -SUPPORTING POSTI-Joists are continuously laterally supported by & TRUSS R1 05B Rim 1 1/6 6 16 12b COMPANY ® POST LOAD ABOVE 51 RiglQLam LVL 3/4 1 1/G. 1.5E 2 a a connection to the sheathing at the top flange.In •B2 Rigid-am LVL 3/4 t 1/6 1.9E 1 6 6 addition,the joint in the sheathing shall be positioned R -RIMBOARD 153 RlgldLam LVL 3/4 1 1/8 1.5E 1 22 22 -110../V over the center of one of the two top flanges to assure 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JB 1 BLKG 1.15 LVL 3/4 1 1/8 1.5E 33 3 99 shear transfer between sheathing panels. .82 BLKG RFPI-20 3/4 1 1/5 t 5 3 45 _ PLAN DESCRIPTION/NUMBER: 5B BASEMENT WITH JOISTS JB -JOIST BLOCKING J1 RPM-20 3/4 1 1/6 14 16 252 F °° I. CUSTOMER: POLYGON Sheathing J -JOIST CALLOUT J2 RFPI-20 3/4 1 7/5 6 25 1 56 P__B_L I-JOI5T WITHOUT FILLER CONSTRUCTION 1° 2-1116" tale u„Z a,a PLAN DATED: 1 0/8/1 5 J3 RFPI-20 3/4 1 1/5 40 22 550 - wnsemere B -BEAM(FLUSH w/JOIST) Requirements Min We" Mon Max An Max N," Max M° Max 34 RFPI-20 3/4 1 7/5 3 4 12 N.rs. NPR -HEADER(BEAM BELOW JOIST) ..., z 'N '- 'a '° '° z '0 DESIGNER: KAM/L HENOERSON DATE: 1 O/1 3/1 5 mm� • 8130-BEAM BY OTHERS Accessories H1 IMIT1 1.66-or-ITT 11.55 5 PL 1 5-3 43 MAIN SHEET:2 of 3 PACIFIC LUMBER COPYRIGHTY015 ROSEBURG FRAMING SYSTEM' ,n ,=====1 a° - ":.K i quality engineered wood products for today's builder'" w:w.� m These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM•LV L RIGID RI M' :0---7,.. ,I'II ��i Company,which retains copyrights to,aha ownership of the plans.use of these plans by any other vows FlSOLID OC nsove ro FEE eeLo.v. 20 KM:w^ , �«srnu nouns«eLocs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFBURO FOREST PRODUCTS FOSTRORO FOREST PRODUCTS ,I� '°�- __ - I �R DETAIL,e.r,nrw copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BEARING Pon°neooEcs na 9 p 9 9 $100,0009 �� / `� penalties of up to$20,000 per work infringed,and per work Infringed willfully. �II� �RFPhJoisT ��,�' ��P ROSESURO FOREST PRODUCTS Mtn CONTRACTOR NOTES: DE5/GN NOTES: °'"w`w"` 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °°' ���,"Uq,,,m p„°,,,,,,x„a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ""'i"'°°^"'°`°'r""'"'"'" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOLKING PANELS 51TN BEARING CALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) N.T.S. N75. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/NG AREAS: START START TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD 9-1/2 RFPI-20 5 1 6"O.G. FRAMING FRAMING 9-1/2 RFPI-20 a 1 6"O.G. This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors 500F LOADING: PATIO i \ PATIO Purchaser responsible for approving this 25psf LIVE LOAD I cayout prior to any construction. 1/psf DEAD LOAD R9 R-I I II I. I I I I I I I I I I , J2 I -12 I I I I I I Si J1 J1 J1 J1 J1 Ji J1 .:1 J1 J1 J1 41 J1 J1 J1 J14J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 R1 51 .4 J4J4-.4 4.,4)4-14_4-4..4_4J4 1 _1 _1 _1 _1 _1 _1 _1 _1 _1 -1 ,1 _1 _1 J1 �1 I I 1 I 1 I I 1 I 1 I J2� ® ® ® 1 I I 11 I I 12 .. F. .. I r. Iii I .. r, .. .. a .. t I ,1 k I A 1 �,r s L I F L ., . _. .. Y/ \ 2'-3 1/5' 2'-3 1/5" - I I I I IMPORTANT./ PORCH PORCH REFERENCEGUIDEFOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L , LEGEND: ' V -HANGER GALLOUT PL 1 5-343 (Basement Floor) Pacifi umber POLYGON PLAN OPTION:5B BASEMENT WITH JOISTS ® -SUPPORTING POST Mrk* Material Width Depth Grade Oty Cut Lth Tot Lth & TRUSS COMPANY ® -POST LOAD ABOVE J1 RPM-20 1 3/4 9 1/2 15 20 300 BASEMENT FLOOR JOIST LAYOUT •+� R -RIMBOARD J2 RFPI-20 1 3/4 9 1/2 2 10 20 10515 SW ALLEN BLVD BEAVERTON,OREGON 9/005 (503)858-9663 J3 RFPI-20 1 3/4 9 1/2 2 2 4 LB -LVL BLOCKING J4 RFPI-20 1 3/4 9 1/2 1 3 22 256 SCALE: 1/4"-1'-O" PLAN DESCRIPTION/NUMBER: 5B BASEMENT WITH JOISTS JB -JOIST BLOCKING R 1 O5B Rim 1 9 1/2 4 16 64 CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG 1./5 LVL 1 3/4 9 1/2 1.5E 24 3 /2 PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) JB2 BLKG RFPI-20 1 3/4 9 1/2 1/ 3 5 1 DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 5/1 5 NOR -HEADER(BEAM BELOW JOIST) Accessories BBO-BEAM BY OTHERS H1 ITHO 1-1950-or-ITT9.5 4 P J_ 1 5-3 4 3 EASEMENT FLOOR SHEET: 1 of 3 SCS U 43 4 1 Roseburg J4 BASEMENT 10-13-15 11:01am 1 Forest Products Company 1 of 1 CS Beam 4.21.0.1 lanBeamEngine 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename: Beam1 10 6 0 10 0 0 206 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 302# — 2 10' 6.000" Wall DFL Plate(625psi) 3.500" 3.500" 870# — 3 20' 6.000" Wall DFL Plate(625psi) 3.500" 1.750" 287# — Maximum Load Case Reactions Used for applying point bads(or line loads)to carrying members Live Dead 1 239#(179p1f) 63#(47p1f) 2 669#(502p1f) 201#(151p1f) 3 229#(172p1f) 58#(43plf) Design spans 10' 3.375" 9' 9.375" Product: 9 1/2" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 654.'# 2820.'# 23% 4.33' Odd Spans D+L Negative Moment 874.'# 2820.'# 30% 10.5' Total Load D+L Shear 441.# 1220.# 36% 10.49' Total Load D+L End Reaction 302.# 1151.# 26% 0' Odd Spans D+L Int.Reaction 870.# 1775.# 49% 10.5' Total Load D+L TL Deflection 0.0643" 0.5141" U999+ 4.85' Odd Spans D+L LL Deflection 0.0540" 0.2570" L/999+ 4.85' Odd Spans L Control: Max Int React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSONAll pmductnames aretrademarksoftheir nespectiveovmers KAMI L HENDERSON - Copyrigd(C)tot 5 M Simpson stung-Tie Comparry Inc.ALL RIGHrS RESERVED. PW MANUMB R ..d_. PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing wrests applicade design aiteda for loads,Loading Condflions,and Spans listed on this sheet.The design BEAVERTON,OREGON rrvrst be reviewed by a qual ed designer or design professional as required for approval.This design assumes protluct installation acmrding to the manuf(curer s specifications. 503-858-9663 • . 0-13-15 Roseburg J3 1:0tam 1am A Brest:Produc s Conagaty 1 of 1 Cs Beam 4.21.0.1 lanBeamEngine 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename: Beam1 19 7 0 19 7 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) N/A 1.750" 821# — 2 19' 7.000" Wall DFL Plate(625psi) N/A 1.750" 821# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 631#(395p1f) 189#(118p1t) 2 631#(395plf) 189#(118plf) Design spans 19' 8.750" Product: DBL 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4048.'# 7280.'# 55% 9.79' Total Load D+L Shear 821.# 2840.# 28% 0' Total Load D+L TL Deflection 0.4605" 0.9865" L/514 9.79' Total Load D+L LL Deflection 0.3542" 0.4932" L/668 9.79' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All ynori"unames are trademadcsof the'mspeaiveowners KAMI L HENDERSON 5e EWP MANAGER f pynght(C)2otsbysimpsonstregTecompanyInc.nuRlclirslxEselxveo. PACIFIC LUMBER&TRUSS "Passing v defined as when the member,floor joist,beam or girder,shown on this drawhg meets appliraMe design criteria for Loads,Loading Condaiorm,and Spans listed on this sheet.The design BEAVERTON'OREGON must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation accarding to the manufadorer s specficabons. 503-858-9663