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Plans (41) :57'. /6, - e,C/ 97 LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community Design w WATER LINE 12564 SW Main Street • MANHOLE Tigard,OR 97223 \ [T]503-941-9484 X11 PLANT (1) FRONT— ■ CATCH BASIN ll 244 DATE: 12/30/2015 1 I YARD TREE: 2"CAL. STREET LIGHT S 0•i.' I 246 EASTERN REDBUD / 25.00'STORM AND STRAW WATTLE PERIMETER NO. DATE'SION DESCRIPTION —III CERCIS CANADENSIS SANITARY EASEMENT � _ EROSION CONTROL ° 248 F ;\�, ��� SANITARY LATERAL 4111 STREET SECTION, SEE ""�, ,] S 250 - ss -sem-® CONSTRUCTION DOCUMENTS WATER METER -252 STORM LATERAL . +_' �� , � SD - a 254D SD SD SD SD SIDEWALK SETBACK SUMMARY -------7" _ 1-- =S ---� <�1 g :d ANII� _ :. 34.0' _ e ` ;; _- FRONT SETBACK: 12' _�/' ��i� 256 �,� �l, `�' SIDE SETBACK: 3' - a ' 14.56' AEI STREET SIDE SETBACK: 8' �� I— �� 258 20.00' _ 1�� 1 REAR SETBACK: 3' I Fo 0 0 264 _ �i! _ I _ �� PORCH SETBACK: 8' �I----I�-, I PORCH 11 I�—��, I I.� . , 1 . 1., ii- 1 i �'� i , 1 HR FIRE '; T. p - I I RATED EAVES t v I 1 I, II I I I I 1 I , u o I 78 I 79 4.50' 80 1111-- 3.50' LOT COVERAGE: N � "BIN, 1 I i ( � 11 , 81 'I I 2,703 SF 1 I I i ,� I h 1 II _II I LOT AREA: 2,703 SF n BUILDING: 7B (-- a J� POLYGON AT co 1 1 FF= 262.4 1 II T- BUILDING FOOTPRINT: 1,309 SF 'I" II ''� I I WEST RIVER F / I I I I ' I _� I 1 I I I I11 _ ' ,� I i I I -1 I I I ; I I `I I COVERED PORCH: 203 SF N e : I I I , TERRACE 3 ' I I I I GARAGE I 1 ' i i CANTILEVER LIVING SPACE: 0 SF ' <\4 I � I ti 3.00' r co J• I' I I SIDEWALK I I I 1 I PUE I , COVERED PATIO: 0 SF Ly_L____, N i — — — — — — — — �_ — — DECK AREA. 0 SF O , Q _ t .a .. 4C" 4 p34.0' 3 < 4 ea LOT 80 M .00. a ,1 g' 4 TOTAL COVERAGE: 1,512 SF PLOT PLAN a A `° 261.1 3.50' 260.9 Si) 55.9 % O G' I .' k 'd 4 I TRACT K D2 20.00' 26.00' IMPERVIOUS AREA: 1,771 SF E. n.. O j' G` ` U 2 _=-r 1-1-7 -0 ( , ThrFII I 11' I 3 CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 C A„ Approve y Planning PROJECT NO.: 395-029 O, 2 S 1 W V TYPE: CONSTRUCTION o. Date. /c2" SCALE REVIEWED BY: PRE Lo LOT 80 (R-7, STANDARD) ' 10 0 M POLYGON AT WEST RIVER TERRACE Initials: LTzS j -11 INCH=20 FEET FFEGOPZ 1 73415 Si() ii-/..liv E G.12,40..&- c_r J PACIFICLAMBERCOPYRIGHT2�12 ROSEBURG FRAMING SYSTEM`" - -'•'"•^ i quality engineered wood products for todov s builder ""'""' ' "' These plans and the designs are copyrighted under Federal Law byPacific Lumber Company 2012. p 9 p y The plans may not be re-used or copied,In whole or part, piant written these from y other Lumber RIGI DLAM�LV L RIGI DRI M� ,_ I� �O Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other i product supplier other than Pacific Lumber Company 15 strictly prohibited,Unauthorized use or •IC' ". 54oWTo"�T�p a ROAMING FOREST iROO OlI RO iNMESI ARQ RlC75 ,IIIC copying of these plans,infringes rights under the Copyright act.Infringes face liabilities that Include _\j /\f penalties of up to 520,000 per work infringed,and 100,000 per work infringed willfully. ,� ���II RFPI JOIST "V Id I ' CONTRACTOR NOTES: GE5/6N NOTES: '°"""'., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS , .,:27.5=,-r-""mn. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "'°'"""""""'°°""'°'""` (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs BLOCKING PANELS MTH BEARING r1ALLA5OVE POST LOAD TRANSFER DETAIL N.T.S. NTS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: psf 5)PROVIDE PROPER SUPPORT AT ALL EE OD 12DLOAD L SHEARWALLS 1 p5f D SLEEPING AREAS: 3Opsf LIVE LOAD 12175f DEAD LOAD I I I ROOPLOAD/N6: 25p5f LIVE LOAD 1 7psf DEAD LOAD _Si__ ( R1 11 Jb L REVISED 5117113 K.__---.a=-- =h.1 FL 1 2-1 48(MAIN) POLYGON BC =_-� Mrk* Material Width Depth Grade aty Out Lth Tot Lth R1 OSB Rim 1/2 6 16 96 PATIO r-.-: R-i___ .14 -.,-, ..- -.. _— — __-_---34- _-+.7-1t- __. ___._1 PATIO J 1 RFPI-20 3/4 1/2 4 16 64 J2 RFPI-20 3/4 1/2 10 26 260 --_ =- #� _-_ __-- I I -- --J4 JO RFPI-20 3/4 1/2 2 3 3 l F l F (11 IIS}- -- l r--l J4 RFPI-20 3/4 1/2 5 22 1 10 J -- \J �- JS KEPI-20 3/4 1/2 1 6 8 J6 RFPI 20 3/4 1/2 2 2 4 ie- 5 ( JE�1 Jp J-L �3T 1 J7 RFPI-20 3/4 1/2 1 18 16 JL ------------ ------- --- 1 - • �� �� 51 RFPI 20 3/4 1/2 4 16 -- _ B 1 RlgldLam LVL 3/4 1/2 1.5E 2 1844 28 J 34 J# EPT GTO -J1 --- -.__.. 37 L J 82 RI9IQLam LVL 3/4 1/2 1.5E 1 8 -..--. ��3� "B2 JB1 BLKGRFPI-20 3/4 1/2 19 3 57 JB2 BLKG 1.75 LYL 3/4 1/2 1.5E 2 3 6 �� v, v. O O I Accessories N 11 -32--c- ii h H 1 I THO t T 950-or-177 9.5 6 - - —all -.. -. ____ ,-= J2- _-_ -_ ,1 tr 1---- _--.. ----- J2= -- — E CONFORMS TO DESIGN CONCEPT O CNCONOE°r J - � ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING—REVISE&RESUBMIT .32= ft a- J2- -- REVISIONS D ft R 1 �} __.. ... ......._ — —_-___ _.1 THIS SHOP DPM' -:�, :H. --- N N ONFORMING-REVISE AND J2 : J3 °°__�_ .k,i ❑ NON-CONFORMING gy •r.a FOR. 00 2(]705 - DRAWING HAS BEEN REVIEWED FOR GENEPAL CONFORMANCE M L B R A N D T ARCHITECTS J2 -- -- --- .12- WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE 2 FABRICATOR/MB/0R OF RESPONSIBILITY FOR CONFORMANCE WITH THE il _- --. _ _ --- _ DESIGN CRAVINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER TRIS SHOP ORATIING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ii ILt 32---J2 ---- --�I`d= _ _ By: MichaeleR.PetDate:FeCNaPv 17,2075 J2 T CT ENGINEERING NG INC 1.I 51 frl _= J1 ° J1 .11 IMPORTANT! t J 1 w 2 ,1 REFERENCE INSTALLATION I Ii J�1 J GUIDE FOR ALL FRAMING Bt J 1 J-1 B 1 DETAILS AND I-JOIST INFORMATION 31..... R 1 _-._- JB 1 JO 1 5 1 START -------- `� START Pacifi '' umber FRAMING r I I 1- FRAMING LEGEND: HERE 1 PORCH PORCH I I HERE & TRUSS COMPANY 0 -HANGER CALLOUT I -- — -SUPPORTING POST L PLAN DESCRIPTION: 16 -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) PLAN NUMBER: TB R -RIMBO ARD LB -LVLBLOGKING PLAN DATED: 4/19/12 PL 1 2-1 48 ,El -JOIST BLOCKING -OURLOCA17ON5- REMODELING CENTER: EJ'VP DESIGNER: J -JOIST CALLOUT 15700555 BOONES FERRY ROAD a �w� LAKE 0555 L EGO,OREGON 97035 KAMI ELI 4OOD B -BEAM(FLUSH w/JOIST) (503)B58-9663 HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFIcES CONTRACTOR YARD DATE: 5/11/13 1 5974 50 JEAN ROAD 550-BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKE 05NE&O,OREGON 97035 (503)858-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER e START FRAMING HERE 8/7/2015 I emmomo 1Products 9-06-00 PIotID Length Product Plies Net Qty RMI 46-00-00 1"x 14"APA Rim Board 1 1 PI eonoM FLUSH WITH JOISTS RMI 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 T--�A--a--e, 7:1" - ---- is RM1 14-00-00 1"x 14"APA Rim Board 1 1 11 ©1T-0905 T 1 RMI 10-00-00 1"x 14"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 RMI 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 N N N N N N NEN N N N N N''. 0 0 I0 0 0LI- 0 0LL LL 0 0 0 0 0 O. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u_ LL2 I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c 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 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 R' II =e'=i==•I :""-'^', _¢_=1 ALL BEAMS AND CONNECTORS PER ENGINEER I IRM1I B I O F03 • m II F03 o ACCESSORIES QTY 11_ r F01 l(�J • a •AQ TFI414 24 i- © TFL1714 1 12C-1 F04 < h 1x14 OSB RIM FOR SHEAR BLOCKING 30' liMil -_.-®- _ ...___._ YI� 04 1' © HU412 13 0 F09 • r 1005 9 F06 F0 1 L F07 I FLOOR LOADING i FD6 I BK1=BLOCKING 40 LL • FD6 • 9 I F07 9 RM1=RIM BOARD 15 DL '� F06 i�, F07 isiiREFER TO STRUCTURAL PLAN FOR ADDITIONAL . . d ___ POST TRANSFER BLOCKING F06 II F07 AND SHEAR BLOCKING REQUIREMENTS. F06 I FDT / d I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06 2 4 c• F07 ��_1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F06 i v F07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA . __ u � F06 FD7 1 ®CONFORM GONFONGN CONCEPT 1 ` . ❑ Fonluro GN P "x ix F06 I I 1-07 o ❑ Rv SAN RM NG WISE s RESUBMIT r �. F06 • EDT N By A449 kikki Pate Si12/15_ �. F09 H F05 MILBRANDT ARCHITECTS ANIL • F09 Y I 1005 ® I0 _`�—`'I CONFORMS TO DESIGN CONCEPT � ��' F09 II FO5 1_ _ - 1 0 CONFORMSSTO DESIGN CONCEPT WITH • �� ' IRM1 REVISIONS AS SHOWN 0 F08 2 cc 0 NON-CONFORMING-REVISE AND RESUBMIT I°— THIS SHOP DRAPING 545 BEEN RSIRED FOR GENERAL CDNFCRMAHOE MTH rR DESIGN=CEPT ONLY AND 5x5 HOT HUMTHE D O NOT. RM1� FABRIFATOR!VE1?R OF RSPON'SIBILITY FOR CONFORMER MTh T DESIGN MINDS AND SPECIFICATIIN.S ALL OF 14:10(1 WE FF101111 z 5-07-00 , OVER 1111 SHOP 5.1510:1'0. CDATFADTOR SHALL VERIFY ALL DIMNSIDNS. Loosen,remove,cut or notch By: TNN 1 .,n DIA:September ID,2015 any part of the open web joist. CT ENGINEERING INC 11_ — - - - Pacif A` umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TR U S S - COMPANY SHEET 2 OF 2 14"OPEN WEB JOIST @ 13.2"O.C. POLYGON 7 AB(NEIN) PLI5-264 UPPER STARTKRAMINGRERE 8!72015 tai • 4 Products 1 1 APiotti) Length Product Plies Net Qty 9-06-00 RM1 46-00-00 1"x 14"APA R m Board 1 1 g` 1Et'�N ��i RM1 28-00-00 1"x 14"APA Rim Board 1 1 RMI 17-00-00 1"x 14"APA Rim Board 1 1 a RMI 14.00-00 1"x 14"APA Rim Board 1 1 "�_ _e� 1 ebb O 9 e RMI 10.00-00 1"x 14'APA Rim Board 1 1 9 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 i"x 14"APA Rim Board 1 1 i , ( 6 RMI 5- 00-00 1"x 14"APA Rim Board 1 2 € RMI 3-00-00 1"x 14"APA Rim Board 1 1 4JOI a z N BMf 22-00-00 5 1/2"x 19 1/2"Glutam(1.8E 24F-V4 OF/DF) 1 1 1 IllE BK1 14-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 P. I , 10_ BK1 6-00-00 1.5 RigidLam LVL-f-3/4 x 14 1 1 ( E 0142 4-00-00 1,5 RigidLam LVL 1-3/4 x 14 1 1 1 € f B E BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a i-1 BM3 18-00-00 5.1/2 X 14 BIG BEAM 1 1 gIIb�i I ,sii tai I t ilil� �■w 1151 g n -a"Tnm-' �' --{---P �*—tz c_ .• '.. I ALL BEAMS AND CONNECTORS PER ENGINEER 11111:' GI i 4� F03 m a •Ii- O ® ACCESSORIES QTY z ��w _. 1 . + F01. '''-'�^ ® TFI414 24 © TFL1714 i F04ti i 1x14 OSB RIM FOR SHEAR BLOCKING ' 30' I - @ HU412 13 F 1- 1FDS _1 itimitamr: E06�rm,� _9 BW"BLOCIaNG Ei OOR LOADING I. ® � F06yJ , a�. RMd"RIR BOARD 15 DL ° F{36 !r REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING E FO �B AND SHEAR BLOCKING REQUIREMENTS. tiiiiiiiiiiiirlirri_.._ FOE 1 ! 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