Loading...
Plans (115)II c\--,\ - C)C�l\7slp \ ..)2-‘,e) Q3 "1`'•ak\US LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community Design W - WATER LINE 12564 SW Main Street ® ® MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 5/11/2017 503.8 F505.7 STREET LIGHT REVISIONS 411. STRAW WATTLE PERIMETER No. DATE DESCRIPTION EROSION CONTROL 504- -_ - 502 49850002 5 - -- --- 23.50' — 11611111111110/0 aaas�.. sa� ----\\--1 — 500— —�1 r---Y-r 1 �` SETBACK SUMMARY / FRONT SETBACK: 20' I f \ SIDE SETBACK: 5' \ i I - STREET SIDE SETBACK: 15' REAR SETBACK: 15' E Fy6 N. 14.00' I� I I N. 39 I 498 _. 4N\I 10,000 SF ��------ I i BUILDING: 8056A GARAGE LOT COVERAGE: O6.00' LL i I I II r 3 I 7 LOT AREA: ! 10,000 SF L ; �_.. PORCH - -� POLYGON, /-. '�GON AT Jam__I ____, __T-E- .. ,_ ----I —I 1 _ 1I �T BUILDING FOOTPRINT: 3,905 SF BULL d i 496 ;46.00' 21.00' COVERED PORCH: 139 SF MOUNTAIN SIDEWALK PUE 494.7 20.00' 495.3 {r �� � —, � � CANTILEVER LIVING SPACE: 184 SF \\\ ,�,�f� / / � ,{ �r �'f t, / `'-`, / l f 1 / �' � 3 f �� COVERED PATIO. 0 SF //JJ f Y 4 JJ/ 1 -)///` ✓ � :_.. i' ,736//AC DECK AREA. / / �1 /,I 0 SF d ce 1 � 61 Q LOT 39 I TOTAL COVERAGE: 4,228 SF SW THAMES LANE ' u \ 71 '+ PLOT PLAN I - SS SS .;; ®► �\ 42.3 4 SANITARY LATERAL WATER METER IMPERVIOUS AREA: 5,332 SF o 's-6,,,,, ,, STORM LATERAL PLANT (3) STREET j E 5D St? SD SD SD f SD 191, _\\ -\\ '1 KATSURA TREE / c \ r \ CERCIDIPHYLLUM cn f / 1 - JAPONICA lits ' cl CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 C R PROJECT NO.: 395-031 Approved byplanning 2S1 W8 TYPE: CONSTRUCTION Date: //7,2//9- SCALE REVIEWED BY: PRE uls LOT 39 (R-4 5, ESTATE) o ,o 20 g Initials: LS POLYGON AT BULL MOUNTAIN U z m 15265 SW THAMES LN 1 INCH=20 FEET Pacifi Lumber NOTES: ( JOIST LAYOUT 0&'1-.1061.„RNOIITPLUM CONSTNVLTION OQUOLC I-J(201KgNNEGTION IPCC.G W W `J & TRUSS COMPANY ALL BEAM SIZES PER ARCHITECT/ENGINEER ' Fillerare blocking A not structurapy requ rerted yidedbg both , W J • 11-7/� RFP(-20 @ 16” O.C. •� !1--I- ktsaecontinuouslylateratlysuoportedby W Q CC 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i,:- " connection joint to the In the sheathing top be positioned Z a _ connction otheiheahing at the top be positioned —a ..- _ overrule center of oro of tFe two top flanges to assure m 10515 SW ALLEN BLVD. "REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer betwern sheat�ing paneH. Z(l) BEAVERTON, OR REQUIREMENTS 1/4" = 1-0" Scale ON 24" X 36" SHEET - -' - a'�w 0 0 % m (506)858-9663 MOVE JOISTS +/- 4" TO AVOID PLUMBING „ x COC W Z O PL17-289 CUSTOMER: POLYGON ~� Y s U a N LEVEL: MAIN PLAN#:8056 A <START FRAMING HERE s 1 0 Q PAGE# 1 OF 1 PLAN NAME:ENGLISH REVIVAL G.R. 4 0 O> CC DESIGNER KAMI HENDERSON LOT# 9 0 `-' CC CL DESIGN DATE:8111117 SQ FT: n�v �a PAC.LBR.REV.8114/17 KLH ARCH PLAN DATE.8/15/17 c T R1 —°.E to -G =c R1 - ---___- H c -to PAC.LBR.REV.08/15/2017 ECD REV, I 8 -'II -.°I t I "i I I'- II F .. — '— - d°c`-'S , ma PAC.LBR.REV.08/1712017 ECD REV. ^ E n'.'>.11,4- <9+3 rn>a m- c a c d w�R=§tOE m� PATIO I ==o' n'o=m j 5,r-$1nEcuo Main Floor Products a 3 t„ ra o;, 00 U yJ O.«O_ PIotID Length Product Plies Net Qty O N .2 o t• - J1 34-00-00 11 7/8"RFPI-20 1 30 5 85 B5 B5 BK1 BR2 B4 ea B4 - a 0 o 71'' Om ,2. s K`m �;w __�_-_ - .__ -. me Eo and J2 26-00-00 11 7/8"RFP(-20 1 2 9K, BK, SKI BK, -1 --1.... 061.5o,& t BK2 Um2.?0cym� J3 24-00-00 11 7/8"RFP(-20 1 29 Y J LL w;-a a=_ -Y J4 22-00-00 11 7/8"RFPI-20 1 9 BK, U..J E § `o J5 20-00-00 11 7/8"RFPI-20 1 12 `*1 a a g a A t U8UO X0,00. R w2%.p'c9O J6 18-00-00 11 7/8"RFP(-20 1 8 a,a`o BKz B(z �,' _ mama Bga.aco J7 16-00-00 11 7/8"RFPI-20 1 7 J8 12-00-00 11 7/8"RFPI-20 1 2 -1E322 o'6.',5.=2 S B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 r # 3 E $ 6 E 3 E a — B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 R >.- 6 `� -- "--'4a-- _.i-Id rV4t--`---. =1 . B4-- B4 B4 a --.-AIL a aa-,- r'� Z p B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 +' I BK, `' ` ' 'BK -3' _- g ' B4 8-00-00 BBO1 1 28 0 Og > Q) B5 6-00-00 BBO1 1 4 _ - E S 0 c.B C R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15 ID BK1 ► R, BK1 3-00-00 11 7/8"RFPI-20 1 70 — 0 o a m o_i Q U @ @ C BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 326 c = -U O) O o Z OD.,. 00 CD Lu co co coy D3 Connector Summary PIotID Qty Manuf Product Skew Supported MtI84 W o to rn o B4 B4 Ba Ula..c a H1 4 USP THO17118 1.5 RigidLam LVL 1-3/4 x 11-7/8 - -- - U Y .. BK1 BK1 R, o � F ,na H2 1 USP THO17118 11 7/8"RFP(-20 o - cLi 2 `�3 Q 5 m y BK2 CO g,-o 3 to W to > 0) 7 ® CONFORMS TO DESIGN CONCEPT . r : . ?.2 ❑,L 1? ❑ CONFORMS TO DESIGN CONCEPT WITH o138<:^ * o 0 o o ' ^---0--(21-41- 4' B�1 �— I-i- @ NT REVISIONS AS SHOWN t `4 * t 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT B4 84 BK1 B4 - BK1 B4 B4 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -- - - -- 1- - - WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE " H' FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE e X l = ' * H 'i H DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. t I o ' ' ' ' 51 F -� By: Arnold A.Solomon Date:August 17.2017 it F BKz_ _ BW 1M' I„ CT ENGINEERING INC it BK2 BKY BK2 EC E❑ CONFORMS TO DESIGN CONCEPTm 1 o III CONFORMS TO DESIGN CONCEPT WITH I REVISIONS NOTED 1 R1 I PORCH 1 I MS o NON-CONFORMING-REVISE&RESUBMIT QJ 'I rc I i. IS THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1Liz, yD I R1 DRAYYWGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 2' PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR H= HANGER CALLOUT _a__� FLOOR H= FLOOR DESIGNED TO MEET OR EXCEED �� :r, -�Mw __ _ Z= SUPPORTING POST -'P---- - R-_ LIVE LOAD u4BD L/480 DEFLECTION CRITERIA o -� TOTAL 0 ""'"""'""""� LOAD L/36 R = RIMBOARD � J , _ �I, o BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR \�-II VIII ��`� -- - FLOOR LOADING GIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. r� ISI O `r`/ � ? LIVE LOAD 40 BK J ADDL. MATERIAL CONSIDERED IN LIST. I - I\��� __-_- — DEAD LOAD 12 J = JOIST CALLOUT -- =-� . �r" ^-- ROOF LOADING B = BEAM CALLOUT SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I --" .,.,. ..a. _ ---,...... LIVE LOAD 25 _ .m,.,..,..,�-...o. ._ „ 7: ,�,-...,,-.. 0 ..:— DEAD LOAD 17 a CONFORMS TO DESIGN CONCEPT CONFORMS TO-DESIGN CONCEPT'WITH _. �__ ��._, -- - 1 REVISIONS AS SHOWN ®CONFORMS TO DESIGN CDNCFPi � ( nNON CONFORMING REVISE AND RESU 3PI11 L �, t �' �t ----..11 ❑RE VSIONSNOTEDSIGN CONCEPT WITH • S y ❑NON CONFORMING REVISE&RESUBMT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONN-MANCE .1�_ r " o WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TIE t11'fli�1M10BULD+�Nt3 M `i B FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE REPONONITY�F '�� OWNER B ate' AI B/z3w c - Lf!' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -i"'�< M I L B R A N D T A R C H I T E C T S � OVER THIS SHOP DRAWING. War i By: Arnold R. Solomon Date: August 22, 2017 � ` CT ENGINEERIIIG..�TNCa.c. ► ■ I Y. 111 ilir A m. /, !II1I 1212 �/� I � . llr• I 4 ■�Q 3 (� Ji... a 7. ,„ A00 H= r�i. ! _ ■� i576 e 3 II IN II A U F. i 12 Y ,:i. cam / ; ' ". ■ii9,1 (xim -Cr R AMIN 11111111111111®—N ji 1 F--JW qZJ J 1 - : ....4 a -'' 11111°.1—/111 ' laF183=2 =WL2Ut- LLDac O t I 1/818/1100/1////6 ME 111 J10 _ u orw �cozz ; aq�gzQwwo giq O ff>Zql"414AP-ZPG0 11'.. 72 164,4 rilr5 r+. .# di�azwg©� > _ .wUzzOw m. C .. 1 1 ' ... Dq�t��s u.zz� wZ 16 w gzgzUgW 0 T1 z .p. 3 IL �i. 1 �a�w" 412E 01 a \\S II 11. th 404" """, 0/." 7‘1# 11 II C ---tail :I\ ll ilir 1 * •• FZI I .1; ia �. ON. N 0 0 :op .., 1 ! ¢CO OI G O -el INF 11, Mii 111, r ,, , ..was L„xEv `. _I y ti,a >cc Cr ir a ,� F F-241 ,.. , BM t. .. p 1 gp? ...6. —;:- 1 , ... dm et. , ..... .. . . Mal J1 :✓ ( J ...: F 1 .1 ,�„ = I opt: _ .� W E _ _ 'r Aili „,, war '.,l r4 i .............. _ �*', , ,,.... �� Alt w 11 .14:11k VAIN NI I1�f� 12• I may. a 4 In C3 MI LL1 1101 Sal _ ... 0 >, a .r s i. ,,, itt 111111M 12:12 OS co a. 1 I kW AIM ex, 112 M CM ICC 2m o1, po -y- 3 y