Loading...
Plans (80) MS -D. \S - ems \v,c0A ss\.9 sfAu3d,o,,\K S--k- ., POLYGON 3413.2 ADL-SS 14"OPEN WEB JOIST©19.T 0.C. PL15-401 UPPER 10/20/2017 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products PIotID Length Product Plies Net Qty c.R o RM1 42-00-00 1"x 14"APA Rim Board 1 1 e START FRAMING HERE > 9-08-00 44 RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 WTI ��� RM1 8-00-00 1"x 14"APA Rim Board 1 1 ` w�•--—•— � RM1 7-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT II I I HVAC RUN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ CONFORMS TO DESIGN CONCEPT WITH BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BM1 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1:1NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 • THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM2 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. n By: Arnold R.Solomon Date:Oct.25.2017 L` °- 12- Lt. 11_ Lt. I* BM4 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑X CONFORMS TO DESIGN CONCEPT BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS DESIGN CONCEPT WITH o- BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS NOTED _Q BM6 21-00-00 7 X 18 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE&RESUBMIT K1 �" t 1a i�;� BM7 21-00-00 BB01 1 1 11-05'3 h A-=- s- -_-I_—. BM8 15-00-00 5-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE � � =�°a' — -- -- —�--Zr—� �— WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -_ _ _ - -_ Wf i 14-0 ii FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0 \f 3Z-1' II - 1 �� ACCESSORIES QTY PRIORITY OVER THIS SHOP DRAWING. B QA • _ _•_ _ = = 444 = �E:— By Rae Hauff Date 10/26/17 i� O TH017140-2 44 MILBRANDT ARCHITECTS ti.i. _ 0 HUCQ1x14 OSB RIM FOR iSHPAR BLOCKING 25'11 5 i I H ce HVAC RUN IFLOOR LOADING40 LL15 DL I I I L,- BK1=BLOCKINGRMI=RIM BOARD IRM11 1 I I P_ I` I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BM FLOOR DESIGNED TO MEET OR EXCEEDU B0 DEFLECTION CRITERIA 4 -- IBM6I II II B ii p! l *9 1.OI I- 3-0; M3 L �l ..�, -- iBM4� 1 1BM7r 411 0 I 6-08-00 q 1 Illb I- \I 1111.6. 1111 Pac'f 'Lumber b START FRAMING HERE > 4 Q Milir & TRUSS \ COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET - ---- SHEET 3 OF 3 ROSEBURG FRAMING SYSTEM'" as " . �...� PACIFIC LUMBER COPYRIGHT 2014 quality engineerea wood products for todav's builder• These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. suppeemwar sove The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI G I D LAM LVL R I GI D R I M "'0S er a°r;,, ,I�I� �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other r =r" , product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or RQSFRURO FOREST PRODVClS ROSEBVRC FOREST PRODUCTS ,g ' --� III eewnrorosr ABOVE copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ro BEARING eELon. q penalties of up to$20,000 per work infringed,and*100,000 per work infringed willfully. # ',t `//1104 E 441P R, FP JOOSEIWRO BROW IST IES IY\�i �'h - 5/6N N0 �• I/d CONTRACTOR NOTES: pE TPS, .,..,,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,"q,,,,mq,�,,,,,E,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .m,:-�w, ..„e:a�-m EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM'BLOCKING PANELS PITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/4&0 (UNLESS NOTED OTHERWISE) N.T.S. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD 5LEEP/N6 AREAS: TH/S IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-20®1 6"0.C. 9-1/2 RFPI-20 CO 15."O.G. Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOPLOAD/Nes: START 1 I START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING ayout prior to any construction. 1 i psf DEAD LOAD HERE \ PATIO 1 PATIO / HERE rt 1 •, 1 . . - ...,F �....,. ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH . REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY D DOES NOT RELIEVE THE NCE ITH THE TIAOF RESPONSIBILITY ROIHAM DESIGNDRAWINGS ANDSPECICAONS ALLLOFWHICHAVE PRIORITY r1—. ,_ .:z, . .. - �:.—.rv4a��:g3w.}:� —�.�„„xf. .�:... :: ..._ .�..,- OVER THIS SHOP DRAWING. 43 43 1 J1 J1 J1 1 41 J1 -1 41 41 J1 J1 J1 mi Ji 41 41 41 J1 41 41 J1 J1 JI J1 J1 J1 Jj1 J1 J1 By: Arnold R.Solomon Date:Oct.25.2017 R1 R1 CT ENGINEERING INC 1 ' R1 R1 ' x❑ CONFORMS TO DESIGN CONCEPT J2 J2..2 E 2 2..2 J2 Ir Jf2 12.12 12 ...R.,2_2-2. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 1I=1 NON-CONFORMING-REVISE&RESUBMIT '. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �.-- _ - —_ - ,__. _ - _. __ ___—__.. _ WITH DESIGN CONCEPT ONLY AND DOES NOT 10/26/17WITH IHN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - ` DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING i.. I ® '' 5 ®. 1. By Rae Hauff Date R1 4,45, R1 MILBRANDT ARCHITECTS '157.44 44 R1 R1 I I -4----,-- 112? Y .-0 '----'---T I I IMPORTANT/ I REFERENCE INSTALLATION PORCH 1 1 PORCH GUIDE FOR ALL FRAMING I 1 DETAILS AND I-JOIST INFORMATION UPDATED 10/24/17NI.H 4ti. LEGEND: PL 1 5-403 (Basement Floor) H0-- POLYGON 3413ADD DL-SG HANGER GALLOUT Mrk* Material Width Depth Grade Qty Gut Ltll Tot Lt ® -SUPPORTING POST J 1 RFPI-20 1 3/4 9 1/2 1 5 24 560 BASEMENT FLOOR JOIST LAYOUT & TR U S S COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 9 34 306 43 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4" 1'-O" R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 10 10 5 950 JEAN ROAD LAKE OSrHEGO,OREGON 91035 (503)358-9663 LB -LVL BLOCKING 45 RFPI-20 1 3/4 9 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:3413.2 ABC,PL-5G JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 2 4 CUSTOMER: POLYGON R1 OSB Rim 1 9 1/2 '1 16 1 1 2 J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 26 3 T8 PLAN DATED: 11/23/15 5 -BEAM(FLUSH w/JOIST) J132 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 19 3 57 DESIGNER: KAM/L.HENDERSON DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) Accessories BASEMENT 550-BEAM BY OTHERS H1 ITHO 1 T 950-or-ITT9.5 4 PL 1 5-403 FLOOR SHEET: 1 of 3 ROSEBURG FRAMING SYSTEM— t=====.:: PACIFIC LUMBER COPYRIGHT 2014 i qualify engiree/ea wood products rot today's builder' k:' ,I' I ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R I G I D LAM LVL RI G I D R I M ""',K; ° �� company,which retains copyrights to,and ownership of the plans.Use of these plans by any other SOLO BLOCK ALL ,, roses raor7 Asove ro ALLSasASHBv. ,I�, ' ,,III iasrr.��wuswsl.occs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS copying of these plans,infringesrights under the Copyright Act.Infringes face liabilities that include �i `\�, / mein TO POST ABOVE penalties of up to s20,000 per work Infringed,ands 100,000 per work infringed willfully. ., 4�R I Jolsr UROSEBURG PORES I PROGUCIS" CONTRACTOR NOTES: pE5/6N NOTES .....,°° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS MEET OR , i'°'°"`z-Wim':.°-'"-- MAIN FLOOR. 01ST LAYOUT 2)(UANLESS NNOTEDINGS OTHERWISE) THER DESIGNER'S PLAN EXCEED THE DESIGNED OLIVE LOAD °' AL LSE MOPED DESIGNER'S DEFLECTION CRITERIA SCALE: 1/4'-1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN RPM:BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.rs. Mrs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 12psf DEAD LOAD START i START SHEAR W ALLS 5LEEP/NE AREAS THIS ISA PLACEMENT PLAN ONLY. 30p5f LIVE LOAD FRAMING FRAMING This layout is to be used in conjunction with 1 2pef DEAD LOAD Architectural/Structural plans.Verify all HERE �� (DOUBLE)1 1-1/8 RFPI-20 e 1 9.2"O.G. (DOUBLE)11-1/8 RFPI-20 e 19.2"O.G. -/ HERE shear wall blocking placement and connectors ROOFLOAPIN6: ®\II SEE SHEATHING NAILING—ATTACHMENT NOTED!!! SEE SHEATH'ING N.._A_._IL...—IN.G......A.....T....T....A.....C....H_M..._E._N_T NOTED!!!® " Purchaser responsible for approving this 25psf LIVE LOAD 12" 1 2ayout prior t0 any construction. 11p5 DEAD LOAD 54 ci 134 1/ _L_-.- FAlIi_ _....__I .i it i:1 f t II iSi __i __ii Ii . . cI� Il ., I I 1 I i I ' ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FDA GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE L DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .-3 43 J3 45 -15 13 J3 45 J3 J3 : J3 J. J: JI's : i_ _ _ _ i_ i. i. OVER THIS SHOP DRAWING. ..3 J5 J3 .3 J5 3 -3 J3 J3 ..3 c J5 A A JS: •• A JA A J:' By: Arnold R.Solomon Date:Oct.25.2017 R1 '1 �' -1 CT ENGINEERING INC VIII ❑X CONFORMS TO DESIGN CONCEPT ❑ N CONFORMS TO DESIGN CONCEPT WITH NOTED OT D _...JiN .LLa� JL J L ll_ J L _ L .._ ..L.___ I- JIB t II I ( I I II_ _I_.. 1 I j L I _ IL L. J ❑ MON-CONFORMING-REVISE&RESUBMIT H1 • I r - - _ J --- _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '•' - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .zz 17-1JILf ICCCf i f II-11- i f i t l r - r 1 T 7 r,� J4 J4 J_�F I., I P. ,!I'�I+ 'I l r l- '1 7 r r 1E . f T --r —..I DRAWINGS RNENDOR TI NS.AND IBIUTY AND APPLICABLE FOR CONES ALL OF WITH DESIGN VE DJ� JP J JS JS JS J .I- - J5 .D R1 --- - PRIORITY OVER THIS SHOP NDRAWINGPR�ABLE CODES,ALL OF WHICH HAVE By Rae Hauff Date 10/26/17 R1 R1 I R1 1 l I I I I ;,;;CbRAHDT ARCHITECTS R1 I 51 [ii 1 Jl -1 I- - =_: 1 1=IMIIMIIi,,iWI I- -7:-;FA I J J J' J'' H 1 PORCH - - PORCH IMPORTANT! I I REFERENCE INSTALLATION 11-1/5 RFPI-20 e 19.2"O.G.--I I—11-1/8 RFPI-20 e 19.2"O.G. GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-403(MAIN) LEGEND: POLYGON 3413.2 ABP DL-SG �\ Mrk s I Material Width Depth &rade Ott Gut Lt I Tot Lt�l Filler blocking is not structurally required provided both C H }�-HANGER GALLOUT J1 RFPI-20 1 3/4 1 7/5 3 6 18 I-Joists are continuously laterally supported by p ac �/ J2 RFPI-20 1 3/4 1 7/8 6 14 84 connection to the sheathing at the top flange.In \/I 13 RFFI-20 1 3/4 1 7/8 44 20 880 ��l =SUPPORTING POST J4 RFPI-20 1 3/4 1 1/8 4 2 8 addition,the joint in the sheathing shall be positionedCOMPANY J5 RFPI-20 1 3/4 1 7/5 13 4 52 over the center Of one of the two top flanges to assure & TRUSS CD -POST LOAD ABOVE R 1 0513 Rim 1 1 7/8 12 16 192 R -RIMBOARE) 51 BIG BEAM 5 1/2 1 1/8 2.1E 6 6 shear transfer between sheathing panels. 132 BIG BEAM 5 1/2 1 7/8 2.1E 16 16 5930 JEAN ROAD LAKE 051,1E00,OREGON 91035 (503)858-9663 LEI -LVL BLOCKING 53 BIG BEAM 5 1/2 1 T/8 2.1E 14 14 zea z 1e FI)2.v clary ASP 3-1/T PLAN DESCRIPTION/NUMBER:5415.2 ASP DL-SG J9 -JOI5T BLOCKING 54 RiglALam LVL 1 3/4 1 1/5 1.5E 20 20 A nwWmm B5 RigidLam LVL 1 3/4 1 7/8 1.5E 14 14 min M. Min Na Nm 1.1. ws" Bo m" Max CUSTOMER: POLYGON -1 -JOIST GALLOUT BS RigidLam LVL 1 3/4 1 7/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER GONSTRUGTION Bd G. r 1e r 1 r za z za r 241 PLAN DATED: 11/25/15 JB 1 BLKG 1.75 LVL 1 3/4 1 va 1.5E 20 5 60 N.rs. DESIGNER: KAM/L.HENDER5ON DATE: 11/21/15 B -BEAM(FLUSH w/JOIST) . gr z 1a r za z ze r m HDR -HEADER(BEAM BELOW JOIST) Accessories °°` H1 MIT411.88 21 __... BOO-BEAM BY OTHERS H2 MIT 11.88-or-ITT11GO 26 FL 1 5-403 MAIN SHEET:2 of 3 LEGEND: - ss SANITARY SEWER Pacific Community I I j 1 I f I 1 ( iI SG STORM DRAIN Design �' �= i —w WATER LINE I/ r �t / 1 12564 SW Main Street 1 I a I �+ _^7J MANHOLE m OR 9 223 —N— —aw — �— - —o- o 484 I ' 299.1 I 1` I 302.0 j t I Il CATCH BASIN DATE: 7/20/2017 ```�� �_' _ -- 42.0' _ ___ REVISIONS _ NO. DATE DESCRIPTION STREET LIGHT I11 1 r 10011M ' —I — -!—18.09' STRAW WATTLE PERIMETER 27.00' j ;r I EROSION CONTROL Il o - 1 I 1 ' i am* FLOW DIRECTION ARROW , _ / A , r f-1 �`�I 1- -- - ;-- ----I-7 1 I If� I © STREET SECTION, SEE r r I CONSTRUCTION DOCUMENTS Ir 91 ' I , �� r 1 ( ( 3,780 SF ( I 4.00' II1. I ` 4.00' --a- 1 BUILDING: j �, f ; 3413.2ARD i y' ;`I ! , SETBACK SUMMARY 92;` I FF=319.91 I o !` 90 II FRONT SETBACK: 12' Z13BFF=310.91 i if SIDE SETBACK: 3' a �'r( Q I I — -- �j _�� _- I, STREET SIDE SETBACK: 8' "'--306 "�- 1- -- _-----"`�_ �- I_ FRONT GARAGE SETBACK: 20' _ _ 307 308- Pm. -__ ------I------ I ----- '+----.--_ -� _-___-- --- 309 - �_k - -_-.-- _.-__ =___ -_ _----- - FRONT PORCH SETBACK: 8' 310 311 �- __---GARAGE--------__:_ --- _- REAR SETBACK: 15' o ,,12,---_--=-:---,-- ------- 3 12 313 _ -- : REAR COVERED PATIO SETBACK: 10' N 314 ________- -_-------_T --------__` -. �� ' - ---� 315 1 —:_' -" - - -- - 1 -x-`316 3l/ ----_-- _ - zl — �f` PORCH;} } t] I PUE, TYP. -•.11 LOT COVERAGE: D i t -.. �_ -i l t ICI o Lll ` —� I t ` — ' 16.00, _ 20.00' ( 1 T RIVER ' Al ' 14.00'- _': ` LOT AREA: 3,780 SF - - - t, — - - - — — — - - — �–i TERRACElli oi lor 41. BUILDING FOOTPRINT: 1,469 SF 4 i' Jr�I riMr=" / '4 j /318.2/ �/1......_� _, EAST o 0 i o C ' MI _ I )I / ( 4'' COVERED PORCH: 88 SF J 1 - `^ / `^ �. f vI f f COVERED REAR PATIO: 0 SF WATER METER / } o -- f� / ;'`- (2)YELLOWWOOD / CANTILEVER LIVING SPACE: 200 SF STORM LATERAL ( CLADRASTIS KENTUCKIA CB) { 91 00 DECK AREA: 0 SF PLOT PLAN OS j a 1I a5 a 1 as 1 SANITARY LATERAL/GsSW SNOWDALE LANE \\I __4 1 I IN.0 ,t t �, t ( TOTAL COVERAGE: 1,757 SF o caS' r^ a S / tit+ r- SS as SSS m © SS �� \ \( \ r\ \ i \ iv i': \ �i 46.5 % c ,j ! rr i f� j� ��` : lf N1 7 1/ y t / ✓ / / /FY// ' /t , / / 51'1 I, / / / 7/ / . IMPERVIOUS AREA: 2,309 SF D / I / / / /I/// // / ./ /� a I v 0 CD POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARL) P 95-041 2S1 W6 Approved by Planning PROJECT NO.: TYPE: CONSTRUCTION Date. '177 0'I I i SCALE REVIEWED BY: PRE LOT 91 (R-7, MEDIUM) 0 10 20 co 0 11NCH=20 FEET RIVER TERRACE EAST Initials: Q 16804 SW SNOWDALE STREET