Loading...
Plans msaa Aaaaaaamaaawaa maaaa V,.1*�r'w1l. , a .. .moan mreaUR R%I LEGEND: .,,/ Pacific Ss SANITARY SEWER 4 iCommunity[ 6 t SD STORM DRAIN De w WATER LINE SW ROY ROGERS ROAD F co) 0 MANHOLE 12564 STigad,ORMain 9 Street PLANT STREET TREES: ITI sos-OR rasa 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE 10/06/2016 CERCIDIPHYLLUM STREET LIGHT zs 4 REVISIONS JAPONICA, TYP. if STRAW WATTLE PERIMETER 9 NO. DATE DESCRIPTION _ 10.00' cxxxx� rr _ , EROSION CONTROL ,,, , s _ LANDSCAPE TRACT :71-:::-477-_ =- 7 �t, Xyl /A - _ ,y ,I _ STREET SECTION, SEE 0 I x - — ,- .J.50'` CONSTRUCTION DOCUMENTS Y P k— '` — _ -.s:.. .,.Ate- ..3M „ / / UE � �— —13.62 ,r '-%'� � — -�-- — `=,�, — l` --- . 9.40. - —_ 'r--- - - -- 261. __...___ --_ ^ , L,- .>262.0 - -- _ — — �, -- - SETBACK SUMMARY - - , - - - - —��27.1' — ' -.- — — - =- — —' _F__ _ __ - - 7 FRONT SETBACK: 12' 262 F — - ---_ 260 -1111- _ ----.. -_ - -_,--,,--- ----------ms— ! __—=-256 ! - _-. — — — — - 1 MS �� COVERED PATIO: 5' . - n 252 --- I �► SIfE SFTRO 0' __ o �- i { I - 1 2 I-1"-- GARAGE SETBACK: 20' 5 I i 211 0.00' I N I N PORCH SETBACK: 8 v IJ I ! I� I- 1,750 SF LI j I * FIRE CODE SIDE SETBACK: 3' =i ' I BUILDING: 1 ; I CN = C PATIO CONDITION / CONTRACTOR NOTES: / 1)V ERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS GONG.STEPS GONG.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHER WISE) EMI lh MIN 4)USE CAUTION WHEN GUTTING MEM — _ (� FOR PLUMBING iTftIllf III B)PROVIEPROPERSUPPORTATALL ill Ilri�i�l2i:iii�i—Iii-ririii�i�llIi�i � i�==:i�itiillIII Ilii�i�iuiii �i"eiii�i�lll�i�i-ei:iii� _ Mt�,��:o�mit�>=1II11I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DES/SN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA (***DECK CONDITION*** OF L/450 FLOOR LOAD/NG: 40psf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 RFPI-20®16°O,C, 9-1/2 RFPI-20®16°O.G. 9-1/2 RFPI-20 0 16°O,G. • 9-1/2 RFPI-20 N 16°O,G. 9-1/2 RFPI-20 0 16°O,C, START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERESLEEP/LIVE LOAD: HERE 30psf LIVE LOAD R1 R1 R1 R, STARTFRAMING R 12psf DEAD LOAD -}-"— JsT- - -- LL - 1 �` — -, - -- -- a, - • ROOFLOAD/NG: � 1 y�` R1 ,�• 6j; if jl 25p5f LIVE LOAD ---�• • ii, _ 1 11 p5f DEAD LOAD • I' t �•L r I I. I 1 1 1 II II N_ !! .I i R, I 41 4 s Ja 1a J� ,is Ja s II l .3 .j Ja _1s _ as J� _s B '`' I• I R1 �� =�--`N,rv�n 1 I �I I I Ia �^ 11 u ( h dh Jo r 1® I 1 I 1 ,, , 6H R1I - 5-7-_�}-.-,3717. . /:7 Ra.::I - -.�'.E_,...�1......,�.-&.:+rl-�4 �— 1 3 R1 ', .wwM.. 11 1 t HjR3 1 H 3 ii 1.1*R3 \�j Rt Nora 1 Jh 4 Jt .lir _ J _t J _1 •r .h T _1 T ...it, _._ ..11 ..-- ' W _ h f< J a 1 _ _' '�' ' _+ .In _'r H 1 R1 Il II i K2 • • 1 W Z B4 1 " - - I/d I Q $Z rn N k...�.aa.w.� « , 1- J 1'I l 11 R1 1. ¢R1 RI1 R1 1 R1 ¢1 R1 1 ..n�'e.e�n ,.aiwgimuie.r. 11 OB J� I I R111 1 I RI R1 1 1 R1 1 11 ii 1I Js ' 9P REFI-BLOCKING PANELSWRH DEARNG NALLABOVE ii ii 11 NT.S. it R. ii - I II I I11 I I R2 IItt 1 -11 J&1L_-_-` _ J 1 �h4 '1 _e. _ -_.� btR 1 �_. RiJ J8 .}> -.K- -.__ H 3 H..9 _a J 6 Alp �I s k _ a1- t �1�1 3 70 53AR3435ELort 1 H. .: ,— 1 1 I 3 _ B1IF 1 ----- II/ eeLONr000srneove 1 � 1 11 RIR ` 1 } 1.. pL I a J i r 9't li \A�� .q B ®Ya!_I JB .13 .�9 _B Bh,T rjT SI J� B 13 _P V a64,19'1 9 _3 _9 .1'. J _a B+,OE it I I III11 0i 1I$ i `2 J I `� 'q 07 r :I R2 to., .i ..�u1-, ! �I „ 1111 1 1 R •L'F i� i ...- L% R2 4 - ,,,:;1-HD :".4”--- �f I R2As Jp rt°-- H ¢2 t•'r R, m -- 1 3 I 1 HD>i 9 I 1 , s -s i Rz POST LOAD TRANSFER DETAIL J I � H R3 - .....c- R1 Rt - '�'�.- �Ik iL�g OL l -_Jl ...J 85 --:: • LL 1� it R1 r R1{- 1 -147+7 _ .... N.T.S. Is l• 3 .. _.� es- = i -- Ls- ,. -- L:- III FTI 2 2 2 2 I *•"TOLLOWINGMATERIAL UST COVERS EITHER CONDITION•"" J 0CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT IMPORTANT./ PL 16-289(MAIN) (L.OAT5211-215) ❑ ElCONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLYGON MERIOAN MOOERN5-151.75 a-T(B)5-T(5) REVISIONS NOTED GUIDE FOR ALL FRAMING M . M y Mg Width arse. y cutLt1 TatLtn REVISIONS AS SHOWN DR• 1,5 LVL Rim 1 5/a 9 1/2 ISE BB o 160 1:1 NON-CONFORMING-REVISE&RESUBMIT DETAILS ANDi-JOIST INFORMATION R] O055121m , 1/2 6 '6 96 ❑ NON-CONFORMING-REVISE AND RESUBMIT HDRI BIG BEAM s 1/2 191 1/a 2.te a t6 64 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE HORS Le7c3a35L.24F-v4 3 1/2 F6.2400 2 14 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS HOP OAA NG HAS BEEN AEVIEYF_D FOA GENERAL CDNFOP.hNNCE HORS 03x631351 24,./4 1/2 10 1/2 SS-2400 9 12 105 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN PITHTHE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LEGEND: Si RIgGLem LVL 3 3/4 1/2 15E 3 4 12 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ABRICATOR/VENDOR OF RESPONSIBILITY FOR ONFGAIWNCE WITH THE $ B2 RYO2.77LVL t 3/4 1/2 se a 2 D PRIORITY OVER THIS SHOP DRAWING. DESIGN DS SHOGS AND SPECIFICATIONS ALL OF fiNICH'HAVE PRIORITY PaCifi umber 0-- \ e4 55 BEA LVL ' "° 1/2 1:5E MAIN FLOOR JOIST LAYOUT B David R Burnett Date 6/29/16 OVER THIS snDP DRAPING. ( H}—-HANGER CALLOUT B'6lLam s "2 1'2 zsE 3 ° 52 Y B Arnold A.Solomon Gate:Juna 28.20th �/ 55 R1.BEA LVL 1 3/4 /2 ,2 36 MILBRANDT ARCHITECTS Sl ® -SUPPORTING POST 56 131.BEAM3 ;2 1/2 2,E T 6 2B SCALE: 1/4'- i'—o" CT ENGINEERING INC & ® 51 515 BEAM 5 ,2 1/2 2.,E 22 ,4 32 TRUSS COMPANY BB 515 BEAM 1/2 2.1E 2 32 -POST LOAD ABOVE 54 BIG BEAM 3 ,/z 1/2 21E 2 12 24 O Rigi31Lem LVL 3/4 1/2 -1.SE 2 B 16 R -RIMBOARD s, BLK6,.,BLVL 3,4 „2 5E „B B 554 ROSEBURG FRAMING SYSTEM" -11 J2 RFP 20 3/a 1/2 9 0B 1e 2 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING J3 RFPI-20 3/4 ,/2 'se 1a 5084 quality engineered wood products for today''sbuilder- JB -JOIST BLOCKING RPI_20 5/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 2OIB PLAN: AMERICAN MODERN 5-FLEX E-1($)K--I($) Js Fel-20 3/4 1/2 12 25 336 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J -JOIST CALLOUT .J1, RP51-20 5/4 1/2 26 26 616 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/22/16 Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other ItOSEaVRO FOREST PRovucrs ROYEBWOFOAESS PRODUCTS je RFPI-20 3/a 1/2 1O 00 B -BEAM(FLUSH WI JOIST) a TF1-2o 3/a s 12 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Aaa...ames copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L.NENDER5ON DATE: 6/24/1 6 050-BEAM BY OTHERS H: TH0,1950-o:-11,9s 44 penalties of up to 520,000 per work Infringed,and 5100,000 per work infringed willfully. RF PI-JOIST GO1A t/9 H3 .410 q ROREUA6 rOA6T PCOOUCIS q (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE ; START FRAMING HERE <START FRAMING HERE <START FRAMING HERE A 0 0 Q Q IBM301 �BM6I _ IBM6 _BM6 RM I-7 —7- v v = ;!!RM1 } _ . RM1 RK zr Tfe n OI RM F? I a _ 472: _ 1�J RMljllLrr —o- .-II o C, m m m w m m welly z 4 f - .. _ Ti6`._ IIS v II '-� w e �V I coo coo si; t�il Lcs II(II== - ._a.._,-=,0c,...,„,,„,,,...,.--_, -- _ _ II -zr _ _ -N �_� 14 RM1 � } t-- II' 1,' VI IIt -� o o IIIIII Io E, 0 0 0 0 0 o Ilg ., m ' - �� _ o o 0 0 0 o c�a 4 4 I L� u_ Li_ :.u_ LL u_ u,llm j 4 CI I2-10-15 Il m m I 12 J-1 11 m 4 4 - Il m LL a u_ u_ `��<;i o NI- E'. i @13-01-00 III ro a < < II^ ro 112-1015 - I''(I¢ _ 4a c , ey.� IJ IITu m 6 I II 6 1 13-0I-0C D II v II m a 6 @III ' ^a . _ -} i ;, , p Ili ti c is n e III LL C 13 =I d 4 ° v �{ `T q�--4 I IA III1it _RM7&1' -O ID U ® �� 911il� �j :111:111111 _ I�RM1� Cbm l a I' -- I jAz UIt. n ' — �rlr� cam ` - _ - --- --- g AI ..�"i+i..t - a 114 �� o IIN _..__ — ll rI �- �LAl �lD ' °1� i �'.: OIn tt O �+— — — O lIn o , . r1 i 2 III III ;'. II I'CCI �' iii A A mre cC co re.I F�BM2� II1 ` �� ..: LEl_iRmz BM2 IIII m. 1RM1 a �� q6. al s (,,q,D '! . - 9 RM1 ry .. w ;.. , z ,- w g _ K rc 6 ! > rc x F — x - F D C r h - < I` F h :72fe ', A D y IRM1�b ;_,•, �IRM11 1-03-00 IBM24I "' �� pal�_ _ _,,,_12 BM24�1-03-00 10000 [8M24I 1`M1� ~'RM1 d�RM11� - I' — i-1:__ _ _12 ix IRM1I hill CC CL JRM1I 2 e Lc �RM1� .. _ IY1_ �RM1� -- -1,� F ® CONFORMS TO DESIGN CONCEPT uI 3 ❑X CONFORMS TO DESIGN CONCEPT w g g ❑ CONFORMS TO DESIGN CONCEPT WITH a 6c ❑ CONFORMS TO DESIGN CONCEPT WITH a rt a. U v O REVISIONS AS SHOWN cc u REVISIONS NOTED re Z re o , u_ a a 3 ❑ NON-CONFORMING—REVISE&RESUBMIT ? 3 a 3 Z ❑ NON-CONFORMING-REVISE AND RESUBMIT o 0 = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE = c = Q THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE V) CO rq WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE °? FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN W. FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE `� DESIGN DRAWINGS AND SPECIFICATIONS ALL OF'BWICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By David R Burnett Date 6/29/16 By: Arnold A.Solomon Date:June 28,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC ;I . Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 B RM1 15-00-00 1-3/4 X20 LVL 1 2 AMERICAN MODERN 5-FLEX E-7 B &K-7(B) LOTS 211-215 ALL BEAMS AND CONNECTORS PER ENGINEER '`- RMT 14-00-00 1-3/4 X20 LVL 1 3raC� umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING. BK1=BLOCKING ��', BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-289 UPPER RM1=RIM BOARD 40 LL BK1 11-00-00 1-3/4X20LVL 1 5 15DL & TRUSS COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 6/24/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 I 411111k BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. IIS ^�Il BM4 5-00-00 1-3/4X20LVL 2 20 ACCESSORIES QTY I�II-1-`� Ill BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _ - _ RM1 4-00-00 1-3/4X20 LVL 1 3BM24 4-00-00 1-3/4 X 20 LVL 2 6 0 HIT420 86 SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4X20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RM1 1-00-00 1-3/4X20LVL 1 6 DO NOT. Loosen, remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0" on 24"x36" SHEET any part of the open web joist. o 0 15'-551/2' _ co 4 r 131 $' 9'$' 9'-8' I 151-51/2' Flin X 3 i 10'-31/2' i f 1 b. -{ I 9'-8' 1 I 13'x' U o 712 5/1( ' 11'-21/2" 11 a EIIIIIMIIMINE MINE Esp.1��1.• L 11111 LIM." l MI MilEl_r1111110111111= III ler I�ii,I MUMS Ep mammao � Milk . a11o1maa rn V'! IIIIIN �� is. v. v., —'._� II� ���■ �� ►moi�i���ll ■ im �o mug �_ t` X1111 ORM - OW DRAG - Ts ii!_ : = I�_ -ao111aP�_____, - , Caig'' . � HtS26 H , -I - ilii.. I� -_- CI w — 12 � I! X13 ��IinII�MHui.1 _- I _ I CO m ' F. 0>L1 02 I>-ct:<I=ou)1 LtD ic.2 1 oz2 i't ic:1 I=9°1 7 i c La-2>1 2gz =flud. :I ILD-H-ICCLLICZZ Z500 0 aii 23!iiii;j01:cici_u_.;c3icelli 111 coi , , _... B O Fir . * Eis 1 i U!! 1 111 cn iop - 1 : .4JI - I 02 0.12 (IDN_r W 1 900" M0f U IJ 0 ■ . � vI PI I I 10 I a L19'-1"181-7 1/7 .� I 18'-7112' co 0 W 0 CONFORMS TO DESIGN CONCEPT 1� C CO ' ar ® El CONFORMS TO DESIGN CONCEPT Z : c n CONFORMS TO DESIGN CONCEPT WITH ri CONFORMS TO DESIGN CONCEPT WITH W ' REVISIONS AS SHOWN 2C STEP REVISIONS NOTED p a Ell NON-CONFORMING-REVISE AND RESUBMIT p NON-CONFORMING—REVISE&RESUBMIT ? o 0 Q, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z z L WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Z • ns FABRICATOR!VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRIWITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, S ENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN O J V ZS a1 OVER THIS SHOP DRAWING. DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE (. ti .y PRIORITY OVER THIS SHOP DRAWING. IX By: Arnold R. Solomon Date: June 28, 2016 By David R Burnett Date 6/29/16 w J o W _ CT ENGINEERING INC MILBRANDT ARCHITECTS Lu Lii ° nom. 0 < - a CO a