Loading...
Plans (86)r mS r 2.0 CA-pG='),D-o REC EV LEGEND: I"""�/ —ss SANITARY SEWER Pacific —SD STORM DRAIN Community EC 11 2017ED —w WATER LINE Design 12564 SW Main Street ® 0 MANHOLE Tigard,OR 97223 CITY OF TIGARD [T]503-941-9484 PANNI' " t73�SNCERlNG CATCH BASIN DATE: 5/11/2017 499.2 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER No. DATE DESCRIPTION --496 — 502 EROSION CONTROL 494 500 Z'`�`` 23.50, _.__.498 i -----I J 1 ( -----r----z__. SETBACK SUMMARY FRONT SETBACK: 20' SIDE SETBACK: 5' STREET SIDE SETBACK: 15' $ \ i I I REAR SETBACK: 15' E i 13.50' I g9 6 a NI 40 ' 41 io,000 SF 39 I I BUILDING: 8056B o ril- i i FF = 495.9 z BFF = 494.6 GARAGE 6.50" I I I I LOT COVERAGE: I I I I I II I I' I I I LOT AREA: 10,000 SF 1 N I L PORCH I POLYGON AT I1---- E 7 __„__ _ _ \_,, ,_-- , r------- I - J - BUILDING FOOTPRINT: 3,905 SF BULL V 6.00' PUE \, 21.00' 20.00' COVERED PORCH: 139 SF MOUNTAIN SIDEWALK 492.0 \ 494.7 — - — — CANTILEVER LIVING SPACE: 184 SF —IIIII II \ _ - sem.< Lii /4,04�' ``/2xpe.A. .v. sr "� COVERED PATIO: 0 SF /A// 0 7, / fiwir DECK AREA: 0 SF rn ti ��� i c I 40 _ _.,i I_I A ul _ LOT 40 7 WATER METER di , \ i \ /.� TOTAL COVERAGE: 4,228 SF PLOT PLAN I) - SS . mar S J ` = ' SS SS ' / S :� ��..�.� ► .��.: t� ` t w�... N. 42.3 % U STORM LATERAL SW THAMES LANE IMPERVIOUS AREA: 5,417 SF o Sr Sp PLANT (2) STREET— SD SD SD— SD— Q >r TREE: 2" CAL. g 410 `_o o SANITARY LATERAL r 9� 9g W KATSURA TREE / ----� i� '�` w w *> CERCIDIPHYLLUM _, ` "`; �� o t� / Tin t' I JAPONICA f ����/// `_ . 0) C 2 POLYGON NORTHWEST (503) 221 -1920 • Ci 4 i Cr TIGARD 0 PROJECT NO395-031 6 2S1 8 Approver Planning TYPECONSTRUCTION SCALE REVIEWED BY: PRE LOT 40 (R-4.5, ESTATE) Date: IZ-JI ��- 0 10 20 v POLYGON AT BULL MOUNTAIN Initials: SC O 1 INCH=20 FEET 15277 SW THAMES LN Pacifi ,Lumber NOTES: I-JOIST LAYOUT V.I-JOIST tlITMJYT MUM GON'TICIGTIOM DOVWLEl-,IOIRT CONNECTION'PPG9 WILLI.I "ALL BEAM SIZES PER ARCHITECT/ENGINEER yt ''' rimy blocking is not structurally required prQ plod both W_I CONPANY I I �� hJoists are continuously laterally supported by W Q & TRUSS 11-7/8 RFPI-2 0 @ 16 0.C. /connection to the'nestling at the top flange.In z w "SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN / addition,the joint in the sheathing shall be positioned Z over the curter of one of the two top flanges to assure D m 10515 SW ALLEN BLVD. "REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING / sheer transfer between sheathing panels. z co BEAVERTON,OR REQUIREMENTS 0 \ CO i (506)858-9663 MOVE JOISTS +1- 4" TO AVOID PLUMBING 1/4" = 1'-O" Scale ON 24" X 36" SHEET _ - S w M PL17-290 CUSTOMER: POLYGON � r r r Lu a N LEVEL: MAIN PLAN#:8058 B ,START FRAMING HERE J 0 S O PAGE it 1 OF 1 PLAN NAME:AMERICAN MODERN G.R. 0 CE DESIGNER KAMI HENDERSON LOT# 5' 0 W DESIGN DATE:8/11/17 SQ FT: a- PAC.LBR.REV.08/17/2017 ECD ARCH PLAN DATE.8/9/17 a " 41Ri _ R1 y -'Y a al PAC.LBR.REV. REV. F I T I I- 1 m o o— N a T PAC.LBR.REV. REV. rn u.sss5'-cmc E a._os�c `ojmd pTaN I- - in 0 O y 0 0 =md5sin ap. . PATIO O--& 00,7,2°-&a. 0 -.B.1-:,-5=o E'i,T'Qo i, no 3� �n..o Main Floor Products -m N.. ,,,.-18-z S 8 E.R w PIotID Length Product Plies Net Qty re 6 a o,o d a a o 7 B7 B7 B7 BK1 B6 66-- _--B6 B6 ---_ e6 -_- m C E N m O a J1 34-00-00 11 7/8"RFPI-20 1 30 BK, BK, - - a f rn o o E t s o.8, J2 26-00-00 11 7/8"RFPI-20 1 2 BK2 -o ( '"N=o i=' J3 24-00-00 11 7/8"RFPI-20 1 29 • y LLt LL s a_ -E.-.152-0:2. BK1 O-2 y Es oo 20 J4 22-00-00 11 7/8"RFPI-20 1 9a m o.a=t«d,2 d O- D'0tB'5 nDL nd J5 20-00-00 11 7/8"RFPI-20 1 12 rn g a J6 18-00-00 11 7/8"RFPI-20 1 8 BEz m a" v t g v c J7 16-00-00 11 7/8"RFPI-20 1 7 I I • - ( - I a e m`' � sa�O-d�a rnc4 J8 12-00-00 11 7/8"RFPI-20 1 2 -3 e 0 o c•m o B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 E # E E ''p E E t # ' E E # ' ' E 3 , ' ' ' ' ~ d e o ga=to Ri = B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 :.--c m B6 B B6 Bfi BA _ 8111.40.r.7‘..-...- -J oi co B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 � � _ -�.ir a -a t®a:611Fb .,air.-41©10 i.'v-1.-_III II E SII so f- �- sr - �:: � J 3:Z'p L 64 14-00-00 BBO1 1 1 BK1 0 - p co > 8 rn B5 12-00-00 BB01 1 2 2ii � ca> c B6 8-00-00 BBO1 1 23 B > M "I i I B $ 9 I B o c to 3 0 0 B7 6-00-00 BBO1 1 4 © BK1 R, c Q'c a t R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15 Q 8 m ra .- BK1 3-00-00 11 7/8"RFPI-20 1 70 a S c `- g o d FO U BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 .- 2 E CD c S W j a 03 l0 n rn Connector Summary IL a0i 2 rn c B4 B6 B6 B6 ' VQ d r C PIotID Qty Manuf Product Skew Supported Mtl - , BK1 �; Ri t , l g m X o H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8i . .- ;.;• co c- & D_ ro:E='-' H2 1 USP TH017118 - 11 7/8"RFPI-20 • i a L- Q 7Q m of T BK2 CO O+-cs 3 cc N tO 1 co > m 2 ® CONFORMS TO DESIGN CONCEPT I c T - ' r B� 0 en 3 ❑ CONFORMS TO DESIGN CONCEPT WITH o o 0 o I 1 I H FC- a c a• REVISIONS AS SHOWN M m M co ❑ NON-CONFORMING-REVISE AND RESUBMIT B6 BE m BA BK1 B6 as B6 THIS SHOP DRAWING IES BEEN REVIEWED FOR GENERAL CONFORMANCE WO Pr r ► �.. 1-v - -, r r, 1 ■. s A-- - a ® --+ VP' 111,I- a� 4-i - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE AN r FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE - . � "' - ^I N DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. . , 4 II ' - $ o '' 9 ' r _6K2 fE ' By: Arnold A.Soloaon Date:AuquOt 17,2017 I DO E HI-. J 1 1 ' CT ENGINEERING INC ! B' 'BY.' DJ I 0CONFORMS TO DESIGN CONCEPT m I I Q ▪ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED r H, - �_ > I PORCH I 1 o NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ II . I E I I E2. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Ri 1 RI I Al DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE LA PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND : H= HANGER CALLOUT I ALL BEAMS AND CONNECTORS PER ENGINEER I FLOOR DESIGN CRITERIA 7.FLOOR DESIGNED TO MEET OR EXCEED ®` -• -- LIVE LOAD L/480 = SUPPORTING POST L/480 DEFLECTION CRITERIA -.• ' TOTAL LOAD L/350 R = RIMBOARD ---" • _ il% �� .......__ FLOOR LOADING BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR 'II it. F _ BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. �\� W O /�� II•.• LIVE LOAD 40 ADDL. MATERIAL CONSIDERED IN LIST. ,. In,? Fr 111 . _=_ DEAD LOAD 12 J = JOIST CALLOUT HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. It I�% _ w� B = BEAM CALLOUT --4 _' ROOF LOADING — - LIVE LOAD 25 .-----,..c...------,..c... =.7 ._ _.._,..., C� ..�._ �..,, DEAD LOAD 17 ® CONFORMS TO DESIGN CONCEPT E CONFORMS DESIGN CONCEPTWITH ©CONFORMS TO DESIGN CONCEPT � REVISIONS AS SHOWN WO CONFORMSTO DESIGN CONCEPT WITH c RI ❑ NON-CONFORMING-REVISE A '• • I;^ r,` War NON-ONS ORMIN a' NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GE Al rONFDRA RNAVF __.. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENECONFORMANCE ¢,n t WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE "'WITH THE DESIGN CONCEPT ONLY AND DOES NOT '1 LIEVE THE FABRICATOR/VENDOR OF RESPONSIBam FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CO:ORMANCE WITH THE DRAOINGS.EPECIFICATONS AND APPLICABLE CODES.ALL OF WHICH HAVE , RIORTV OVER THIS SHOP DRAWING. 6Jim - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Date 8/23/17 E OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By: Arnold A. Solomon Dare August 23, 2017 r. ... ,„1= x i. CT ENGINEERING INC t� A kii r 14111LRI‘Sif 1 2 NI : MIlIMMIM ..._ �� ._.,.o. .tt,� .--..r ¥ l5` - �.••. _. _.n. - 11�fIV 11 U t _,m.._.. r _ _ - 0._....wMe+..�„-,�,....,�.ms.�+.y,........a t ��� 0 v �I■l, E la N 611411 a a tIIIMP 404 R gamCNI .7,13.4...3 :ID �— !� i rwrw..WYw+r rlrl.r.,..�_r M rrtlll rrr.n r.. 12CCP 411130.11-4121 kLIIIIISk IIIIIII I E C �a kill I SI '' « �' GI 1al ‘,...,..L .. ,_ y /' / 1."-- I, . -Linn! , 12... .- ,i T lT r .0 i 4,1: / i ,, '''' 3 I i.63 44 t 0 } e , ',. ro Ool0f- O c In 0100 w a 92 A I 1 � ow � C ozov�� IIIn]I , :. w — -.Ia��Q-°ems 4- >.� r a oeazza� ° O °Ow�4F °z'rgA > ■ .� - awNO �w �IYlist 7• w Lnto 1 t °° ozz 3m w mo .:: a 'lw1�I il �I��r . - I-'' ro G r •1.11 t 14 r -t iir a ' 1 lit _ •mew iTi...mom gn Ai 1 12 i : ......C: CD 171 . I CO 1s N -, a, ,:: r 1' 1 E;(-, rellkl II IV a ERal ■ :11:: r ( F u j € '!�” ; to - L ' _ X45, I - t.0 .� 1■ ■■1■1 ii11 U c, __ �._._.. IP I N �� ... 7 .1 re, Cu M0 Mc Ii„,.e.. rotf t��RR�3E R OHT `� I FA iii6r� Ill N r I II TCP a. .__ _ _ _,# fa OFaa t�n s Ea MMUS OM — 1 ALL FINEIHOLLS24 MHA0 CO COO 0)'C B 4 r V 15 d