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Plans (81) LEGEND: _- 's SANITARY SEWER Pacific so STORM DRAIN Community Design ,,' WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 5/11/2017 tK STREET LIGHT ' REVISIONS 508.9 \ 505.5 NO. DATE DESCRIPTION \1• STRAW WATTLE PERIMETER - y5ob EROSION CONTROL ____t==----===--- . � ;.F, -z..,,,=====.v....=;,._ .--L � zr.. W.a.asa 4———em_ :a: 502 500 — 27.50' \ \ r/ 04. SETBACK SUMMARY -I; i__ -s t r---- \ / / -[_----sem . / FRONT SETBACK: 20' I \ i � a SIDE SETBACK: 5' I l i i I 1 / 0 / STREET SIDE SETBACK: 15' 6.00' -�► ; \ j ` REAR SETBACK: 15' Ei 1 N I I E 36 cs• i 35 i 1]I ye 1 i 1 13,332 SF I I � BUILDING: 8056AR I I I < `N <5, I : fi - P � GARAGE I 1 -- LOT COVERAGE: c I I ;. I — I I r , a.a = II ' r 1 LOT AREA: 13,332 SF —� � 28.25'' iI < ° POLYGON AT T a= - —ri —�I ____ PORCH 1 I, BUILDING FOOTPRINT: 3,905 SF R/I`L --- _ n f 0/ v 6.00' I ;; < I COVERED PORCH: 139 SF MOUNTAIN IE SIDEWALK PUE --.., 22.51' �q� e� LL _ _ _ _ _ 497_8 ` _ _ 36.00' 35.00' 1 < CANTILEVER LIVING SPACE: 184 SF i.' ( q96 � 4/ ""`498 — -' '''` NOP COVERED PATIO: 0 SF U- c V No ,,- ' -� - i �, • — ��� DECK AREA: 0 �� �'. SF 3Oa LOT 35 d s �= \♦ �_- = f ° TOTAL COVERAGE: 4,228 SF PLOT PLAN STORM LATERAL t �_ 498 3 - PLANT 31.7 % �: STREET 4 (2) SW THAMES COURT a , r %, TREE: 2" CAL. IMPERVIOUS AREA: 5,999 SF WATER METER WATER TREE / ESANITARY LATERAL I ! CERCIDIPHYLLUM i �ti,,13- a JAPONICA , r / N. / , ....a Eak �-/. / J _ CITY OF TICiiA D 5' Approved by Planning P POLYGON NORTHWEST (503) 221 -1920 c Date: 117-11n PROJECT NO.: 395-031 C 2S1 WHTYPE: CONSTRUCTION Initials: ill('I�I C LOT 35 (R-4.5, ESTATE) SCALE 20 REVIEWED BY: PRE P 6 POLYGON AT BULL MOUNTAIN U C Q 1 INCH=20 FEET 15117 SW THAMES CT Pacii umber NOTES: 1-JOIST LAYOUT oat,oisTWmioeT rum consTracTION DOUBLE I-JOIST C.ONNKGTION 5PrC9 �y W 'ALL BEAM SIZES PER ARCHITECT/ENGINEER /�eQ s Piller blockings rot structurally req.i red prbNided_both LLI—I COMPANY 11 /,f�.•-' I-Joists are continuously laterally supported by W Q TRUSS 11-7/8 RFPI-20 @ 16 O.C. f= 'addict,thtothe intheseatthe top flange m Z LtJ CC *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ��"iz addition,the Joint in thesheathingthe twoing shill bepositioned _ over the center of one of the top flanges to aseure ' m 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 7 shear transfer between sheathing panels. Z H'n- BEAVERTON, OR REQUIREMENTS y ' .,.. +_ 1/4" = 1-0" Scale ON 24" X 36" SHEET -._- - .. .. - - - - uv ." o \ m (506)858-9663 MOVE JOISTS / 4 TO AVOID PLUMBING - e - w O W PL17-289 CUSTOMER: POLYGON Sit. - wa Wa U LEVEL: MAIN PLAN#:8056 A START FRAMING HERF� 0 0o PAGES 1 OF 1 PLAN NAME:ENGLISH REVIVAL G.L. o 0 O cc DESIGNER KAMI HENDERSON LOTS 4 0CK DESIGN DATE:B/11117 SQ FT: d m E m_, PAC.LBR.REV.8/14117 KLH ARCH PLAN DATE.8115117 • R1 ,-o D is =c R1 PAC.LBR.REV.08/15/2017 ECD REV, I 11 'f 1 - v�.E t m PAC.LBR.REV.08/1712017 ECD I REV. LL i0 4) $y C 0) Eo-g'o10mw r d m o $ mV N m 6 B 6 z teEr.p. f o. 2 a U$c 3 PATIO xdd,.B L7�F,o'ncmn o=a Main Floor Products $ Y;,,: 2¢'.TQM a 0 0 3_m J 2-z O j' O o N C L.U p PIotiD Length Product Plies Net Qty U T 3 mN K m E a>:o m o`5.4'; J1 34-00-00 11 7/8"RFPI-20 1 30 - -_ea s4 -__ Ba BA B4 . BK2 BK1 Bs B5 B5 B - w y a`o ado 8 13 J2 26-00-00 11 7/8"RFPI-20 1 2 : s : r r--c c - — j NEL E �N o BK1 BK1 BK2 BK1 rL.� U w.-5:E4 m U yJ]c.-g d'C y 2._ J3 24-00-00 11 7/8"RFPI-20 1 29 ii ' , , ' - • - ITY E._d as Y'2 m�--_n a1 ei J m 3 J4 22-00-00 11 7/8"RFPI-20 1 9 BK1 U a 3 d E w _=.o J5 20-00-00 11 7/8"RFPI-20 1 12 -0 a ,-8 J 4-,:,.„..-0o J6 18-00-00 11 7/8"RFPI-20 1 8 2° a neo o.-Y a,-2-8 J7 16-00-00 11 7/8"RFPI-20 1 7 I BK2 1 0.00m�°�',e So J8 12-00-00 11 7/8"RFPI-20 1 2 1© 1 3=E=o o c;,8 Q H J N O 6 6 B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 , Rs.j s s. - l " :_ __ t - __ B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 .- 'O vi �, B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 Neer • - Ba - ea ' .I BK1 i BK; sal Z. o w B4 8-00-00 BBO1 1 28 r 3 ,1; to _ c B5 6-00-00 BB01 1 4 Z 4 4 E , 4 ,4 4 4 g c c o > o R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15 R1 1- BK1 �i� ¢ o o P'6 BK1 3-00-00 11 7/8"RFPI-20 1 70 C7 o cco a c BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 a c?= @ o 5 0>O U Za.) c> a) c Connector Summary A g c a y t° PIotID Qty Manuf Product Skew Supported MtlBa Ra Ba U so 7 o.2 H1 4 USP THO17118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 R, BK sK, o S y H2 1 USP THO17118 11 7/8"RFPI-20 I III a - O 0) coN c,272 5 �, ,v Q 7 Q 07 N >' BK2 Cf) T- CO t6 CONFORMS TO DESIGN CONCEPT a I u) m > `.. P =L a.a LI CONFORMS TO DESIGN CONCEPT WITH a rn REVISIONS AS SHOWN T BK2 cv ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ba B4 B _ ` _ _ _ y,.� Bo BK1 Ba Ba WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE L 1•----� FABPICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE V DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY "��g�"' 4 OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:August 17,2017 i'1 I " " r " I a � - BK2 .�� �• CT ENGINEERING INC A g II BK2 13K7, BK2 t • 'N 11.111 0 CONFORMS TO DESIGN CONCEPT 0 CONRMS TO DESIGN CONCEPT WITH m REVISIONS NOTEDI 411) 1 I I PORCH I1 I :1 R i F r U NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I I- e ll� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1 (-1 1 iRi 2 DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ��1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND : H= HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR FLOOR DESIGNED TO MEET OR EXCEED �_ DESIGN CRITERIA :7"'"" _^^^,, - LIVE LOAD L/460 Z= SUPPORTING POST 0480 DEFLECTION CRITERIA --144.11 _ TOTAL LOAD U360 BK -LVLL BLOCKING IMBOARD %1i ' / w-,a ,. .. ...1I _ REFER TO STRUCTURAL PLAN FOR �, • ,_< - FLOOR LOADING BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. SIL, r`�`y -- ,I O LIVE LOAD 40 ADDL. MATERIAL CONSIDERED IN LIST. o „,, �+ It`� — i>°�• -'" DEAD LOAD 12 J — JOIST CALLOUT "m "� „ \y I ROOF LOADING B = BEAM CALLOUT 6HADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I -- === �� "° (r ._ 1 — ---- _____ DEAD LIVE LOAD 25 .®.,,.......,.i-.,..w.. :7 = .., w»H,�.�,.,, DEAD LOAD 17 E CONFORMS TO DESIGN CONCEPT El CONFORMS TODESIGN CONCEPT WITH . REVISIONS AS SHOWN CI rpt NON-CONFORMING—REVISE AND RESUBMIT '$ 19,40. 2C-11 X❑CONFORMS TO DESIGN CONCEPT S} .. ._ .... ... ..._.. CONFOONS NOTEDRMS TO DESIGN CONCEPT WITH .7 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENE M.CONFORMANCE 1 ,* NON CONFORMING REYISEBRESUBMIT F WITH THE DESIGN CONCEPT ONLY AND DOES NOT RE IEVE THE M r 11 Mb SMO O .v xG wS B W G FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE '».;r«''i «':' "°" °`six `G"" E . # E l..x«' C ..' F�a�rcavEH a+oFA_ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY oP Z PTV0.PEGFaHO,a E o s a ,x�= o OVER THIS SHOP DRAWING. By Eamss oP.,xG c5 ey alex oto 8/23/17 ,. By: Arnold R. Solomon Date: August 22, 2017 A MILBRANDTAND SPECIFIo. CT ENGIN I. INC9 2J g ', -..,,..,,__ E I-., to!" I w 01 . 104111g FJ1v (4 !4131.01 MI111 II P r ,,,,,„d ....A A .r- �N. 1� FJ �*r 1�,.r iii ,LrA t,41 • Ell E J7 ,r /.moi ,P a: t.4 1:: ' .I g , . ��ir,,,.. 1 , II no w i ;, (--71' L..r.� Lu Q I:J � Iwo -' >,. .. 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