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Plans (79) LEGEND: ./^"imiks,. —ss SANITARY SEWER Pacific —so STORM DRAIN Community Design —w WATER LINE 12564 SW Man Street ® 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN 491.9 DATE: 5/11/2017 499.2 STREET LIGHT REVISIONS 100'0 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1111111111111111111 W496 494 moo EROSION CONTROL ... .. ...:_ 492AILIII 33.50' I -- 1 -_ SETBACK SUMMARY FRONT SETBACK: 20 a SIDE SETBACK: 5'' --- -- 11 12.00' STREET SIDE SETBACK: 15' £ Io. ' 1 I REAR SETBACK: 15' Pill I P 42 1 o I 41 1 I i 40 I I b I ' o 10,000 SF 0 BUILDING: 1 o I I a I FF=491.9 BFF=490.6 GARAGE 6.00' 1 I LOT COVERAGE: I I —u. I I 1 I I _ I I '_-- --- LOT AREA: 10,000 SF i — _ PORCH I POLYGON AT v J -" - 1 -- —- -I _--- BUILDING FOOTPRINT: 3,365 SF BULL cr COVERED PORCH: 88 SF - PUE-1 - - -485.9 20.00' 21.75' 26.96' MOUNTAIN SIDEWALK _ ___ 492.0 CANTILEVER LIVING SPACE: 191 SF vAl/WAk �...... _"AM= . I'�11 I kF COVERED PATIO: 0 SF TorKedrAeserialreroz isW Lr At o DECK _1 �� "� �la��,li �'i��,� 111 N l � 0 SF LOT 41 0- e v % ,I 1 f I TOTAL COVERAGE: 3,644 SF PLOTPLAN ;; SANITARY LATERAL `, NIFFar \ C 4 '� � ..._�_:._ ��» cc SS �.a.n..1101O/MINIM I S ei r s 36.4 Ri STORM LATERAL WATER METER SW THAMES LANE PLANT (3) STREET IMPERVIOUS AREA: 4,425 SF C SD \SD SD SD TREE: 2" CAL. - SD \SD SD E. MI Q a �I KATSURA TREE / 4+ ®��9� , E \ w w ' CERCIDIPHYLLUM �� �.... L. ► �, \ \ JAPONICA I `�. \ ///s/' 10 ---/. 1,,---1---- -----L-4--/---///// 1 o I `'� ---- I l r / / i i o - [ =1 r4 E POLYGON NORTHWEST (503) 221 -1920 �r +� r IGARD CP approved PROJECT NO.: 395-031 2S1 W8 1"M Y Planning TYPE: CONSTRUCTION Date. d SCALE LOT 41 (R-4.5, ESTATE) REVIEWED BY: PRE 20 POLYGON AT BULL MOUNTAIN initials. if % n15339 SW THAMES LN 1INCH=20 FEET 2 Q CITY iNc. lino%.-- LLI Pa i i-. umber NOTES: I-JOIST LAYOUT DB FJO=TYIllOYTPaL=RCONaRacTbN DOUBLE 1-pSTAQNNeGTiON5PEG9 Cr .-a>. "" Miler blocking is not structurally reoured p10vRA A-both LI J COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEER - 1-.foists are continuous) lateralsupported b LI & TRUSS `` 16" O.C. .. y yy 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFPI-20 @ C /connection to the sheathing at the top flange.in Z W /� ; �-, addition the joint in the sheathing shall be positioned Z� / CC over the center of ore of tln two top flanges to assure ! m 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING Z shear transfer be ween sheathing panels. Z co BEAVERTON, OR REQUIREMENTS . .. LU IIf - t. 506 858-9663 1/4" = 1'-0" Scale ON 24" X 36" SHEET ._-, -"�- -"`". 0° MOVE JOISTS +/- 4 TO AVOID PLUMBING , w - co o PL17-305 CUSTOMER: POLYGON — _ Lu a N o LEVEL:MAIN FLOOR PLAN#:8256A J 0 O PAGE# 1 OF 1 PLAN NAME:ENGLISH REVIVAL O D 0 DESIGNER ERIC D. LOT# 0> CC it DESIGN DATE:08/2312017 SQ FT: p-, PAC.LBR.REV. ARCH PLAN DATE.08/04/2017 m 02 . d 9 -0 0 m START 16'O.C.FRAMING HER U620 C w. PAC.LBR.REV. REV. � Fj m o E 30`m PAC.LBR.REV. REV. 1-00-0o.— LLA =3._m 8 E c Fd...>.m o c n c a m m 1 ` ,. ;_ - L- , 4 :....1.. ! t -.. F — r 0 m 3 3 m E w kt =„..,.=.,,=,,o.-s,, 3 �il OE'•GEED — oo. aoo 3-5 03..Qo>. Q O N 1EN`U L j Main Floor Products W... -o �.3 PlotID Length Product Plies Net Qty " , " ° , ^ I, r r r r , t t t t m=E.6 E d a H p,•.2.0 _ _ manic U a m J1 22-00-00 11 7/8”RFPI-20 1 15 “ . u . . “ %, . . _ D 2ci m E m.o m E J2 20-00-00 11 7/8"RFPI-20 1 15 BK1 a 1°-=E`d m 9 d.S J3 18-00-00 11 7/8"RFPI-20 1 12a a o m E m 5 BS BK1 B6 B4 —"g a O-8 c E J4 16-00-00 11 7/8"RFPI-20 1 53 BK2 " P Qa E 2 8-= o 2 m d UJo a J5 14-00-00 11 7/8"RFPI-20 1 11 Eli o,_.2' t m a _am dw�o J6 12-00-00 11 7/8"RFPI-20 1 4 51 m 3;E_ o BK2 " ; mn va41§,c8_ J7 10-00-00 11 7/8"RFPI-20 1 29 BK2 BK1 S F-3 E g 0 a a c 2 J8 4-00-00 11 7/8"RFPI-20 1 1 1 1�4! m o 3 Q 8 y o B6 B6 BK1 B6 86 B7 B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 24 R, m , fA N B2 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 fiooso t J 3 `o w B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 F�,M�r 4 4 < ) 4 = 4 l= . < - < < - - - " 1 4 3 i 4 t I - . - - 0 0 > 0 B4 18-00-00 BBO1 1 1 BRt 1 g ti m E•5 E B5 16-00-00 BBO1 1 1 Z ;`2° 0 L o B6 14-00-00 BBO1 1 13 m I B1 t7 0 m a B7 8-00-00 BBO1 1 3 1' ORO BK1 Q U m_ cu" R1 16-00-00 1"x 11 7/8"APA Rim Board 1 14 '+ A Bs r z �n �.r , B T Bs 1 II B6 B7 F•— o d o BK1 3-00-00 11 7/8"RFPI-20 1 84 _ _ _ _ 1 I I II Z ami.�� v a� BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 � BK2 I II ' g 3 a N Ce Connector Summary = OtQ o d IRo-PIotID Qty Manuf Product Skew Supported Mtl e_�z-- 0."._ 0 to Q) n H1 4 USP THO17118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 BK `� a B6 B6 B6 _.III _ BR —- � Q 7 Q— T H2 2 USP TH017118 - 11 7/8"RFPI-20 +� _ m ° 0 3 m m II - - - - - 7. - - - to CO CD L II ® CONFORMS TO DESIGN CONCEPT I-I- n n a ❑ CONFORMS TO DESIGN CONCEPT WITH 1 REVISIONS AS SHOWN Ir -® BRA ❑ NON-CONFORMING-REVISE AND RESUBMITr[cl THIS SHOP ORATING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �81 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORM:4CE WITH THE —t• fie DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I / S OVER THIS SHOP DRAWING, By: Arnold R.Solomon Date:Auqust 24,2017 RI ml _ f Rt111111111.111401% CT ENGINEERING INC ftI �dt� ' W R1 I ©CONFORMS TO DESIGN CONCEPT 0xOEv ms tO o[scry CONCEPTmTx NON-CONFORMING-REVISE B.RESUBMIT Pailliall .e ss.aw sx.E I� _ e(zgsv MILBRANDT ARCHITECTS 2 LEGEND : ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR H= HANGER CALLOUT DESIGN CRITERIA '/ ,W..- — ---- LIVE LOAD U480 Z= SUPPORTING POST FLOORU480IGNED DEFLECTOMEET ION CRIOR TERIACEED OII R = RIMBOARD I • __ TOTAL LOAD U360 BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR -iI /�� 1W FLOOR LOADING ADDITIONAL BLOCKING REQUIREMENTS, �� BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. I. �' ° ����� 11 - LIVE LOAD 40 „"""'"` ...,. / \/ -v,...-,..:_�• -- DEAD LOAD 12 J = JOIST CALLOUT _ .. �_ ` Ij�� _--._._ HADED HVAC DIAGRAM ON LAYOUT IS A-GENERAL GUIDE ONLY. ""`"-'"" \�ll -="=- ROOF LOADING B = BEAM CALLOUT 1 * Ir _ _____ „—,.,,_.,„,_....w. LIVE LOAD 25 DEAD LOAD 17 QX CONFORMS TO DESIGN CONCEPT _._ ___.._ __ ._......_ - ___....._ __ ... _. . ......_..._ .. .... __.._.__ .... _... _.. . . .. _... .._. ___._.� ❑ 3,%1SNTOSIGN CONCEPT WITH ❑NON-CONFORMING—REVISE&RESUBMIT G N U W _ccoEe Alarvm:x HaF NG BY Fieia . Date 9(5(17 Tw I s ... .... 1 1 if • b�. MILBRANDT ARCHITECTS r lin 0. 4 a r -----'''ac= I I , g, qa r' ' w 0.1 Co4 C•1 ROME 4,1140 , ll...-. , .._. : .... ...... ..... ti M! !! !ii rJ!III 111111111111111 NMI 1111111111111114 IIIIIIIIIIIIII 1111111111111 MIMI MUM 11111111111111 11111111 I I a 42 . 9 .440, 550d 4 i PIP 4ubd PI 0 . ,� Car o i ' Bp : 1 IP 1 c KINE,2 I • - I : 441 : p 1:i6m .,... CI sn. al .� r 'rcwt b P gri ii ;tp....,1 6- -12,1E- -8! .,. ,,P.'t.,ix6c5i'611 il o lil is. :t, .D�Iu ti�vtoZ: �CII n fral . q } ¢p � oa C .° carz�uy§wzz- Pw 411 6 t illazy-gzazto > ..,.. a , .4 •,, 1 it '" :' ." I ' PANES 1 4 1 lit! i k I". 1.) k.. : . /777 .7 r. ..;:ir .., 'la111 t co Ci p C O C , a.: : 1 tfi Vm r _� r" L r:L Cr lo r J- 2 lI i I l- �, IMU co co . ,..: j�" .a.w. w....w.RR�......: I I E + .'rM7MM saw nom _ fir Nom mow s ► �w L. M Pft. _4 . IIFAIIIIIIIIIIIIIMIIIIIIIIFIIK .9 pLik:1111111111 k 111111 ".-- oot4 1 tb--14r°-12 ( �� ® CONFORMS TO DESIGN CONCEPT . or + . - n CONFORMS TO DESIGN CONCEPT WITH 46 REVISIONS AS SHOWN 144 - _"" - ' -- -- ❑ NON-CONFORMING REVISE AND RESUBMIT 17-3 la* 8'4 lic THIS SHOP DAAWI • 4ED FOR GENERAL CONFORMAJCE Q WITH THE DESIGN E N , DOES NOT RELIEVE THE m" " FAHHICAIUHIVLNUUH OF HtSPUNSthILITY FUH tONFORMANCH W1fl&THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITYVS a4 tn V4lie OVER THIS SHOP DRAWING. — --.1 By: Arnold R. Solomon Date: Sept. 5, 2017 P. 0 o C CT ENGINEERING INC CD =(9 `' () 8( Cr—I Q kr) a_ I w c44 ; CL u L