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Plans (91)
4457;:e20/& - 00)40 Air 157 ii, S/} lsi/ 2S1WO8CA LEGEND: 434.8 300 434.4 —ss SANITARY SEWER Pacific 65.0' SD STORM DRAIN Community ima Design riMir41111ROIRMIIIPIWINIVOIRMAIVIIIIP-11.41111NIIIHNOIMPAIIPWIIIP411,..��� w WATER LINE 1 12564 SW Main Street MINIMINIIIIIMIIIIIIIIIIIIM 436, 27.80 436 ® MANHOLE l-igard,OR [T]503-941-948497223 �' TRACT 0 440 ' 438 ■ CATCH BASIN DATE: 5/20/2016 o 1%?,' yh —�— 440 STREET LIGHT REVISIONS `I I44ZI STRAW WATTLE PERIMETER NO. DATE DESCRIPTION i 12.00' 444 EROSION CONTROL S I r1! * I I I t �r4b`i 1 g '--456 �I -- 1 1 I I :I 50 1 O 4;; 1 i y 6,470 SF I I I` z / 1. I BUILDING: 5BR-DL 1 4Ab ' I` j - 5.00' SETBACK SUMMARY r w o 051 1 FF -457.3 ii ! : kcBACK its 951, 10 RAGE 15' j. A M 2 411 TRACT I ti AI Ih 4521 I= 1 le 11'i Qh I U , II "'/' 1 Ry0. 11 1 1 4541 r 1 II `N. PLANT (2) GOLDENRAIN TREE/ J �1 I i 1 KOELREUTERIA o PANICULATA: 2"CAL., BGB 454.3 �I� L I �_PORCH. �i 4 J— o ,`I o • , — L I 25.43' �i'S 20.00' 27.38' - / 6.00' LOT COVERAGE: GV L o -- vi„ i /' ; ,' 1 , PUE,TYP I I 4S \ '— 30.51' — — %; SIDEWALK _ LOT AREA: 6,470 SF N /� I 'ls .--4 — -"i i I 455.2 ,_� POLYGON AT lid 11� —._ _-''' r \ AI . �` Li., ` , e \ �° � � BUILDING FOOTPRINT: 1,800 SF N I ° .: ° 454.9 t�1 �� ► �`�i `��R 'i. BULL 3 ®It a a a' >.�`"•� ,! MK���► ilk 1=111111 COVERED PORCH: 166 SF MOUNTAIN ' / i WATER METER CANTILEVER LIVING SPACE: 43 SF I ISS ` SS i. SS SS S. COVERED PATIO: 0 SF _ f / STORM LATERAL 1 SW 154TH DRIVE co a Ii..-- Sp SD .D SD SD DECK AREA: 255 SF SANITARY LATERAL LOT 50 'r w ., TOTAL COVERAGE: 2,264 SF ' w PLOT PLAN a _, , PLANT (1) KATSURA TREE/ _ _ -' '_ _ I 35.0 % 1 CERCIDIPHYLLUM ' ! cn _-- % y,, Ily , '� a N • 1 IMPERVIOUS AREA: 2 818 j�. JAPONICA: 2" CAL., B$B ' ' SF illtAhh d TD ` o w Iia x :t 1 A i ' 7 ---— - ------,,-,-- — — — — — — — 0 LI 4° v) /V- 1 7 °' CITY OF TIGARD P_ POLYGON NORTHWEST5030 ( ) 221 -1920 Approved by Plar;n; PROJECT NO.: 395-031 2S1 W8 Date: s12-4/ 110 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 50 (R-4.5, LARGE) Initials: v''�3 ,D 20 POLYGON AT BULL MOUNTAIN 0 Q 15189 SW 154TH AVE ,INCH=20 FEET Z POLYGON PLAN OPTION:5B BASEMENT WITH JOISTS PL15-343 UPPER 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14" OPEN WEB JOIST @ 19.2"O.C. PlotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE ) - RM 1 40-00-00 1"x 14"APA Rim Board 1 1 RM11 RM1 12-00-00 1"x 14"APA Rim Board 1 1 —___- _v -0_r—v=o- o_/N_F__Jrr,—e--r- "-ss— .—��-. —.--- _r—v—o_ v- - RM1 11-00-00 1"x 14"APA Rim Board 1 1 I. /'' RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RMI 4-00-00 1"x 14"APA Rim Board 1 2 . . . RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 CNCNCNNNLL LL LL o ii LL 0 'o CO 0 0 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F V4 DF/DF) 1 1 IL Ili LL LL LL ILL BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 LA LL U_ U_ o U_ LO IA BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 M �� ..44, BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11— BM3 pm! BMS BK1 11-00-00 1.5 RigidLam LVL 1-314x 14 1 2 Bp. __ BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Mt LL ——' BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ;; :$ �_ 'UI 11 '�.a. BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL 1� LL N EMI BM5 9-00 00 3-1/2 X 14 BIG BEAM 1 2 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 LL coO O co LL Q O O O LT, "• °'. BM11 4-00-00 BBO2 1 1 1 . • _ A s - = •�4 Lc/AD O L0L 144 1BM51 �:R BK1=BLOCKING 15 LL I X CONFORMS TO DESIGN CONCEPT si r- �yL _ -.E RMl=RIOCKING 15 DL ❑ I .O3 OXO +`�_ _ - -= E N CONFORMS TO DESIGN CONCEPT WITH EC f II - ACCESSORIES QTY '--I NEVIioUwL "D • �' I. IINON CONFORMING ac RESUBMIT I I OA TH017140-2 21 0 SHOP DRAWING HAS BEEN REVIEWED FOR GENERA/Lei;,..,;,RCE • © TFL1714 3 WITH DESIGN CONCEPT ONLY AND OES NOT RELIEVE ' FABRICATTORNENDOROF RESPONSIBILITY FOR DCONFORMANCE ITH DESIGN 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVE I I PRIORITY OVER THIS SHOP DRAWING. @ HUCQ412 1 By Jeremy Pfarr Date 10/16/15 LLLL LL o oo 0 0 to o MILBRANDT ARCHITECTS h 0 M M 0 Li_ LL LL EI Li LL LL L.L. LL LL LL LL I O O O O O 1, LL LL LL LL LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN G 1�_ m REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING I<1 O CONFORMS TO DESIGN CONCEPT — =�f(• AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 6-03-04 CONFORMS TO DESIGN CONCEPT WITH i._�_c_�—.c _ K= �gi� —b.__�m_ (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA REVISIONS AS SHOWN �BM5� iRM1l THIS SHOPDRAWINGHRSBEEN REVIEWED FOR GENERAL OBPORMRVEE RM1ING-REVISE AND RESUBMIT m II WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MAMICH HAVE PRIORITY JOIST WITH RIM OVER TAIS SHOP DRAWING. By:MRP One 10/13/2015 CT ENGINEERING INC (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 Pacifi umber & TRUSS ° COMPANY u- PACIFIC LUMBER COPYRIGHT 2015_ ROSEBURG FRAMING SYSTEM" quality engineered wood products for today's builder' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. ...reM�'`*.� SOUP BLOCK Pu The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber _ °v vows PRon PBovE ::"..+ At III TOBBAR�N7e f,i. Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRIM" .IE n�« MCT�L=Q Asu R c s �ws,,. ' PBR veTSIL+u.MArw product supplier other than Pacific Lumber company Is strictly prohibited.face liabilities use or RosauRO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS BEARE.PREP OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes liabilities that Include �� BELOW TO POST ABOVE. _� `�� penalties of up to$20,000 per work infringed,and$100.000 per work Infringed willfully. RFPI JOIST e,„,, a�M.n,,.�........ . /��/ .. Ilk GONTRAGTOR NOTES: PES/GN NOTES: _ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS _ �;«' -°'"07:5=7`°-- MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR e,w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM-BLOCKING PANELS rvnH SEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 rv.rs. N.rs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD ` (DOUBLE) 1 1-1/8 RFPI-20 a 1 9.2"O.G. (DOUBLE) 1 1-1/8 RFPI-20 a 1 9.2"O.G. SLEEP/NG AREAS: 0 ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII THIS ISA PLACEMENT PLAN ONLY. 30psf LIVE LOAD ��f This layout is to used in conjunction with 12125f DEAD LOAD START START Architectural/Structural uctural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 17 psf DEAD LOAD R 1 R1 rl 111 - — c--== sF•— -- GB— , s �_� u�t--T,- li II it ll I • S' il ,. Ry , II - 1 ,, ) III I El II II IIS 41.1 -1 ,, 1 JI .J -I .lA JI II �;7�I 51 R1 dp !IIS , J'I 11 41 J jI J�1 JI JI "� 11 J1 X11 1 J1 i Ili 1 5 48 -� J:: a3 4 J 3 �I" I�' I I!I I I - III li II i t I� c g - - - �� I 1 c 11 HI, I1 11 III ! III I i i E ( II I, II S-. N I 11 I 11 • 1 III © CONFORMS TO DESIGN CONCEPT 1 : l 1 BZ E lAll 11 IlI �2 f0 CONFORMS TO DESIGN CONCEPT WITH ill 1, --F .,; :. _ i — : IR.. -_ ,:__...-7.---1 IB'�'..j _ REVISIONS AS SHOWN Ij ,+�F�+ "—"—" _1t NON-CONFORMING-REVISE AND RESUBMIT it 11 �ii��--�i I -- .. — i SHOP DRAWING NAS BEEN P.E-RED FOR GENERAL CONBMITCE o 1 11 11 WITH WE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE 1 AE EV NE Lr.,.— FABRICATOR:VENDOR OF RESPONSIBILITY FOR tiANLE BIM THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OFF RI/*IC/M HAVE PRIORITY OVER THIS SBOP DRAWING. G::MRP 0111 10/13/2015 CT ENGINEERING INC 11 ii !i 11 11 �!-- -- ----=--1 — --- --f{ - —.-__- XQ CONFORMS TODESIGN CONCEPT T2I illJtC2 ! CONFORMS TO DESIGN CONCEPT WITH 1 i 9 ��Q1]{ it REVISIONS NOTED ! `"i R1 R1 j II I I 0 NON-CONFORMING-REVISE&RESUBMIT .. ii i :. 1 i T.SHOP DRAMS HAS BEEN REVIEVEDD FOR GEIVE.R,CONFORIAANCE WITH DESIGN CONCEPT OM, AND DOES NOT PEEVE THE J Is Jil J`' J J;�2 J� JI2 J. J42 ' :0 .-Ip • ,JVZ J3 - JB .. J:; J; fABRICATDavaDCR OF RESPONSIBILITY FDR CONFORi N.,ITHDESIGN '1 it ORM,W:SPECIFlanar,AND APP IaeLE CODES ALL of M-NCH ME II PRIORITY OVER THIS remy Karr_ Date 10/16/is . _• .-II , 1 _ -.__- MILBRANDT ARCHITECTS II Il 1 11I 11 11, �IFi t+ M I _ug 1 +� 11 ii II ,, ,,01311._ Bii IMPORTANT? .. I PORCH PORCH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING • i 1-1/8 RFPI-20 a 1 9.2"O.G. • 1 1-1/8 RFPI-20 a 1 9.2"o.C. DETAILS AND I-JOIST INFORMATION I_ I I I _I LEGEND: PL15-345 (Main)0--HANGER CALLOUT POLYGON PLAN OPTION:SB BASEMENT WTH JOISTS Foam", . umber Mrk* Material rildth Depth Grade ON Gut Lth Tot Lth Filler blocking is not structurally required provided both ® -SUPPORTING POST I-Joists are continuously laterally supported by COMPANY R 1 osB Rim 1 1 T/a a i b t 2e connection to the sheathingat the to flange.In ® -POST LOAD ABOVE B t RigldLam LVL 3/4 1 1 1/5 7.5E 2 4 s addition,the joint in the sheathing shag be ositioned & TRUSS R -RIMBOARD 52 RIgldLam LVL 3/4 1 1 1/8 1.5E 1 6 6 j g p '* 53 RIgiQLam LVL 3/4 1 1 T/a 1.5E 1 22 22 over the center of one of the two top flanges to assure 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JB 1 BLKG 1.T 5 LVL 3/4 11 7/8 1.5E 33 3 99 shear transfer between sheathing panels. JB -JOIST BLOCKING .�2 BLKG RFPI-2o 3/4 7 1 1/a 7 5 3 45 ..- Flange MR PLAN DESCRIPTION/NUMBER: 5B BASEMENT WITH JOISTS J1 RFPI-20 3/4 11 7/8 14 18 252 CUSTOMER: POLYGON J -JOIST CALLOUT J2 RFPI-20 3/4 1 1 7/8 6 26 156 DBL I-JOIST WITHOUT FILLER CONSTRUCTION +'"a :,ns zone avz 9-1/7 PLAN DATED: 10/3/15 6 -BEAM(FLUSH u.)/JOIST) J3 RFPI-20 3/4 1 1 7/8 40 22 880 N.rs, Reavimma"B M" Max Min Max M- ..MMi" Max M. Max J4 RFPI-20 3/4 11 1/8 3 4 12 DESIGNER: KAM/L.HENDERSON DATE: 10/1 3/1 5 MDR -HEADER(BEAM BELOW JOIST) as mm—. 550-BEAM BY OTHERS Accessories ,oe�R,za z ,a :• ,a : AA r z. z : H7 IMIT 1 1.88-or-ITT 1 1.88 5 ` PL 1 5-343 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM" „„..„,W---= -.v.N PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products fortodav'sbuilder,. - w°.m wpm 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 RIGIDLAMLVL RIGIDRIM� builder- *. +� souv BLOCK nL� n,,,, gig,,,, ,I,II �i� CSDTL ^^s�E Company,which retains copyrights to,and ownership of the plans.Use it these plans zbye any other / ,°,<„�„n,,,,,, �»sru�sow=«swcKs product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or ROSEBURG FOREST PRODUCTS RoSEauRD FOREST PRODUCTS ,I�, ' ,,,„,,,,, _-. ,II' �evere�u a.r..rc» copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include G -.41....... / ae�ory ro eosrnsore. penalties of up to 520.000 per work infringed,and 5100,000 Der work Infringed wlllfuilµ 00. 104 -RFPFJoisT / I R0.SE84R6 FORMPRODUCTS .° h CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ""•"•°° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �w"°w�"°�n��». n "..ow -pew,a EXCEED THE LIVE LOAD .pup,ep�..°°N m, ALL MOPED DESIGNER'S DEFLECTION CRITERIA 3)ALL BEAMS PER DESIGNER'S PLAN OF L/480 RPM.BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) N.TB. .Te. 4)USE CAUTION WHEN CUTTING pLOOR LOADING: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: START START THIS I5 A PLACEMENT PLAN ONL Y. 30psf LIVE LOAD .1-1/2 RFPI-20 5 lb O.G. 9-1/2 RFPI-20 1 6"O.G. This THIS is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.verify all I HERE HERE I shear wall blocking placement and connectors ROOF LOADING: PATIO 1 I PATIO Purchaser AD ay0 t prior to any of nstruce for tionoving this 25psf DEADsf LIVE LOAD I I I 1 I 11 I • I,• j 'I i _s 11 III I II I I j Ili R1 -En 11 J1 J1 JI7 11 J1 J1 J1 JIII I J1 J1 ...,1 ...0 J1 `� J4 R1 R1 .114J4-14..4-14.��4J .�4J J4J4J4J4-11 41 -1 -1 J1 -1 1 .11 .11 JO -1 .11 -1 J 1 II �1 .1 R1 ii II I 1 I I i1 I I ii I ii R ei ii 1:II I li`; i �rn/ I� l n ,. a . I' �, : .. I 4---4-----L-------L-4..,1* J7 � iY 1 ___I _ ,— 1�—.,f ,. .I ,. 1 1 » / \ 2,-31/V 2,-51/5” / % / / . � I I 1 I IMPORTANT./ REFERENGE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L .1 LEGEND: Pa6Ifi `'. UMlier ( H}--HANGERCALLOUT PL 1 5-343 (Basement Flo••r) �_:, `J POLYGON PLAN OPTION:5B BASEMENT WITH JOISTS & ® -SUPPORTING POST Mrk» Material Width Depth Grade Qty Gut Lth Tot Lth TRUSS COMPANY ® -POST LOAD ABOVE J1 RFPI-20 1 3/4 9 1/2 15 20 300 `^' J2 RFPI-20 1 3/4 9 1/2 2 10 20 BASEMENT FLOOR JOIST LAYOUT 1051 5 SPI ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 R -RIMBOARD 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: 55 BASEMENT WITH JOISTS JB -JOIST BLOCKING R1 055 Rim 1 9 1/2 4 16 64 CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG 1.15 LVL 1 5/4 9 1/2 1.5E 24 5 'i2 PLAN DATED: 10/5/15 J52 BLKG RFPI-20 1 3/4 9 1/2 1/ 5 51 B -BEAM(FLUSH w/JOIST) DESIGNER: KAMI L.HENDERSON DATE: 10/13/15 HOP =HEADER(BEAM BELOW JOIST) Accessories 050=BEAM BY OTHERS H1 ITHO 11950-or-ITT9.5 4 FL 1 5-3 4 3 BASEMENT FLOOR SHEET: 1 Of 3