Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
PLOT PLAN - TEMP SALES TRAILER - LOTS #29 - 39 HAWKBEARD TOWNHOMES n c 10905 -10915 BRIARWOOD PLACE c TIGARD, OR N) •. a 31.00' 40.66' . M m n 0 0 , LOT 29 LOT 30 t w R .'° PAD EL 197.3' m PAD EL. 197.3' ° °° % n -1 1 . . i 7 y y a 1 E Q 17.25 —� - O 3 u . m : u Water Meter c 12' X 44' TEMP SALES TRAILER c FIN. FLR. EL = 199.30 -.. -.— 10.00 ••--.• \ ; :: - n 4x8 HC WOOD RAMP ' c / / / /// 1:20 MAX. SLOPE I c o c ' c r'jCTAL — •.0.�� r 31.00' GOY OF TIGARD �D R ^K P 40 .68' Approved.. /31M —P A) 6— i R I�AT J �c. v BRIARWOOD PLACE(Private) Conditional) Approved.... • ( ) PRtfA13 v pP " N >D CIA 4- • For-onlyIthe work as described in: NSOFG -r�L RJF DY - 1�SG��'f��- PERMITNO. 00 /3 E PL � A Pas/lain See Letter to: Follow ( ): GO C O H A • • • ar k Townhomes, LLC SCALE - 1" =10' Attach ( ) Job Address: �G 1 " 55 SW 69th Ave., Suite 100 S. l3JQId R Wo o D I'`!C G� • ortland, OR 97223 PROVIDE EROSION CONTROL'�F NC /1144 a Date: ,S' O y , Phone: (503) 620 -8080 PER COMMUNITY EROSION PLAN Fax: (503) 598 -8900 • OFFICE COPY • OT• F L J1► G � OTIHARD- S /7•EPLA ANN! *.•r r U.. C N REVIEW Required S ir1�., : `S j Cl `�'SUi.l /S- `1 jr - .. � 1 { {;+;e,( C W. Vi i ' is + ��� ; , Ne;`; ,.,c + �:r� 'e:,,•; �rti; ht T,+ t � � Provider Letter tar +.r.:1 P1n p�, r a NG r Date: ,y.-. Receiv Slop /o DEPA RTMENT : q o Site Plan: - : Bv: APpro ►'ed Not g /H • t(4"^ .L �APPro ve t'n,•o v , d Notes Date: Q Not Al�nr�iti:rd • `1„ a 4- e;l P O F'�� o al cJ; /mac . - MAY -10 -2004 MON 02 57 PM Legend Homes FAX NO. 5035988900 P. 02 1.1t2 1- 1rZ'XW ! ILLbH ANC3t . PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. , will! 7 _...... r i ♦ r; r TSHAPE EXTRLUSION END T-SHAPE EXTRUSION END PLATE PLATE SECTION - C RA MP CONNEC11ON DETAIL SCALE: 3" 114' X 2 AL. FIAT BAR THAT CONNECTS RAMP STRINGERS. • 114' X 1-1/2" AL PLATE Al- VERT. HAND RAIL WIEL Dm TO EXTRUSIONTO 1 -1R' X 1 -112* X .125 SO. MAKE CONTINUOS L SHAPE • - 1 -1 -T- f I 12' LONG 1 - 11W X 1 -118' X .125 ' SQ. TUBE INSERT. WELD TO 4' X 4' X 114' I in Al BASE PLATE + , 11' _ DETAIL' - RAMP END TRANSITION 1 j €ND LEG 1 1 SCALE 3..-1. _ J �^ .alt ; r � i �-- EXTRUDED LSHAPE = - - - - - - -� ALUMINUM • C I 1 -12' X 1 -112* X .12E SQ. TUBE ALUMINUM THREADED INSERT f i WELD IN PLACE i 1 - MILD STEEL if X 114' GALV. PLATE (TYP OF AU. LEGS). • i LEG • • DETAIL H RAMP END TRANSITION • . MIDDLE LEG SCALE Vi' ter.. C5\ � •ARRISON E7VI � MAC 1 ZOU4 . ausison 7 J F TIG \14 GO - DIVISIO BUILDING MAY -10 -2004 MON 02:57 PM Legend Homes FAX NO. 5035988900 P. 03 • GENERAL NOTES AND SPECIF3CATIC • THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ALUMINUM PROJECT I 1 - 12' X 1- 12'X.] 5 THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN SQUARE TUBE ALUMINUM THREADED 1W UHC REQUIREMENTS. THE f]FSIGN LOADING CRITEF LOAD. INSERT WELD IN PLACE THE CONTRACTOR SHALL 8E RESPONSIBLE TO COMPLY STATE LABOR AND INDUSTRIES STANDARDS. CONTRAC MILD STEEL 4" X114° RESPONSIBILITY AS TD THE CONDITION OF THE STRUCTI GALV. PLATE MMus. (ri'P OF ALL L GS). fume THIS DESIGN IS LIMITED TO GS METALS PLANKING MATEF RAMP: - ALL PLANKING SHALL BE 13 GA. 12W x 1 1? DIE • PLATFORM ALL PLANKING SHALL BE 13 GA. 12' W z 1.1rZ' NOTE: PROVIDE 15" X 16' LENGTH. CONC. PIER SIX UNDER COL (ON SOIL a ASPHALT OPTION 1) STAIRS: ALL PLANKING SHALL BE 11 GA. 11V • 12x 2• DEEI'. AND (OPTION 2 ON SOIL) DETAIL. "1: LEM LEG SUPPORT DETAIL o1sTION 1 LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE F SCALE. 3'=1• GROUND LEG MATERIAL SHALL BE 1-117 MX .128' ALTUBING. LEG POCII=TS SHALL RE 1.781 SQ X .12• AL TUBING. ALUMINW4 THE 1 -112' AL HANDRAIL SHALL BE EO -15 MATH A YIELD ALL OTHER ALUMINUM PARTS SHALL BE 6111 TS ALLJIAINU STRESS OF 35 MI. • HANDRAILS STAIRS AND RAMPS: USE 1 -12' SQ. X 5!J Z THICK WALLED AND HORIZONTAL RAILS EXCEPT THE TOP 1 -1? ROUND I ALUMINUM PLAWORP USE 1 -12 SQ. X S02" TNICk IMALLED TUBING F 1 -12' X T -112' X .1Z 93. TUBE HORIZONTAL RAILS. ALUMINUM THREADED INSERT WELD IN PLACE. wEIONG ALL WELDING SHALL BE BY A CERTIFIED WELDER AND IN MI STEEL 4" X1/4" GALV. PLATE (TYP OF ALL LEGS). ANSIIAKIS D12 CODE. WELD SIBS SHALL BE EQUAL OR F ELEMENT EEING WELDED. WELD ALL MOUND UNLESS O; CARE SHALL BE TAKEN 113 AVOID EKDESS WARPING OF H • BoL NOTE PROVIDE Er X N; ALL BOLTS SHALL BE ASTM A. OR GRADE 5 ZINC PLATE DETAIL '0- CONC. PIER BLX UNDER OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS 1!P LEG SUPPORT DETAIL COL (ON ASPHALT OPTION 2 ONLY) ANcHOR STS UNLESS OTHERWISE SPEC F1ED. SCALE 3 . SHOP DRAWINGS IT Is RECOMMENDED-THAT SHOP DRAWNas BE PREPARE BY THE ENGINEER OF RECORD. WELCOME RAMP SYSTEMS INC. MI I ENGINEERING • ADA ACCESS RAMP _ WM ■ Ilemun erm • mgliarocx UM pEmiTi • wuarnv.. zrarnifflie 0 13I =PkIICEIA • TI4"■11■1 0 N arum. 1/! 7 I MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 04 .. .. - GENERAL NOTES AND SPECIFICATIONS THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ALUMINUM PROJECT. R' R TUBE. X.125 71iE RAMP BL STAIRS AND PLATFORM HAVE BEEN DESIGNED To THE 1 S SQUARE 7119E � 1967 UBC REQUIREMENTS. THE bESIGN LOADING CRITERIA IS 1111 ME E I 1 ALUMINUM THREADEZ LOAD. . INSERT WELD IN PLACE THE CONTRACTOR SWILL BE RESPONSIBLE TO DIMPLY vtam ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL MILD STEEL 4" X 1M' RESPONSIBILITY AS TO THE CoNamoN OF THE STRUCTURE AND RELATED GALV. PLATE SYSTEMS. (TYP OF ALL LEGS). PLANKING THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. RAMP: -ALL PLANKING SHALL BE 13 GA.121IVt 1 Ill DEEP. PLATFORM ALL PLANKING ShtJW, BE 13 GA. !T Wx 1 -112' 0. SEE PLAN FOR • -- NOTE PROVIDE 1E X 1S LENGTH CONC. PIER BLK UNDER COL ON SOIL & ASPHALT OPTION 1) STAIRS: ALL PLANKING SHALL BE 11 GA. 12Wx Z' DEEP. AND (OPTION 20N SOIL) ETAIL'P' IT DETAIL OP TiON 1 LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING ALE: 3" 1' GROUND LEG MATERIAL SHALL BE 1 -1? SQX .120 ALTUBING. LEG POCKETS SHALL BE 1.75? SQ X .12s. AL TUBING. ALUMINUM THE 1-1/2' AL. HANDRAIL SHALL BE 6Q- T51M'TH A YIELD STRESS DP 16 KSI. AU. OTHER ALUMINUM PARTS SHAD. BE 6061 -T6 ALUMINUM WITH A YIELD STRESS OF 35 KSL ' . HAND RAILS • STAIRS AND RAMPS: USE 1 -112' SQ., X war THICK WALLED TUBING FOR POSTS AND HORIZONTAL RAILS EXCEPT THE TOP 1 -1/2" ROUND HAND RAIL ALUMINUM PLATFORI4t USE 1-112 SO. X 5132' THICK WALLED TUBING FOR POSTS AND ALL �!-- 1 -12" X 1 -10" X .125 SQ. TUBE HORIZONTAL RAILS. ' 1—. ALUMINUM THREADED INSERT Vr1aDi�IG WELD IN PLACE • AU. WELDING SHALL BE BY A CERTIFIED WELDER AND IN ACCOIDANC>= WITH —1 MILD STEEL 4' X 114' GALV. PLATE rpm OF ALL LE =GS). ANSI/AW5 012 CODE WELD SZE5 SHALL BE EQUAL DR BETTER THAN THE ELEMENT BEING WELDED. WELD ALL AROUND UNLESS OTHERWISE NOTED. CARE SHALL BE TAKEN TO AVOID EXCESS WARPING OF MELDED ELELIE TTS. BOLTS NOTE PROVIDE S' XXS' A ALL BOLTS SHALL BE ASTAM A. OR GRADE 5 ZINC PLATED, UNLESS CONC. PIER BLKC UNDER OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND COL (ON ASPHALT OPTION 2 ONLY) ANCHOR BOLTS UNLESS OTNERI MSE SPECIFIES SHOP DRAWINGS IT Is RECOMMENDED THAT SHOP DRAWINGS BE PREPARED BY oR APPROVED BY THE ENGINEER aF RE 1W. La: was= � �.,,, a, WELCOME RAMP SYSTEMS INC. co onnimmomp...Kag aim= tic come LNG ADA ACCESS RAMP a2 0 ZERO ,�r"I Li 1) npFt`iF1 ATIONS , ..sa NIA 2 s • MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 05 /.. 11.5 314" 2-3/4- C 1�� lir TAM liZraIT (TYP) :=......:__ ............„. a Ilb �1 1 ..._.\__.5 . DETAIL - >; - `EV uNA Faoarr SEE DETAIL h ir LEVELI FOOT TYP I CAI • SEE DEM. Tr FOR t--------- CONNECTION DETAIL 1-1/2'X1-112" X .125 AL ANGLE C— ------------- . II MOLD DOWN FOR TREAD. BOLT AT MIDDLE AND ON ENDS TNRaUGH LSHAPE • T/111' GRADE 5 DOLTS. 1;12 • SLOPE, Z'P. SEE DETAIL G di II I 411'I 3' -11' WELD EXTRUDED T (2) 112 BOLTS. ENDS OF EACH RAM SPACE 2 WANTON CENTER. USE cm (GRADE 5) 14. TIP OF ALL HANDRAILANCMORS. SPACED BOLTS VINE SECTIONS TOGETHE) TYPICAL PROF ARRISON E'1 "•■" aI . • AROIII VAMMaE • gam Nwc • Ra • w1epsomm N • _ War/ PA MMG 9IMAICTVSL IA. gal, Fit REVISION Ij MAY -10 -2004 MON 02 58 PM Legend Homes FAX NO, 5035988900 P. 06 Otis 9/s' I is MMIIOIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII M u II DETAIL II' SLING FOOT TYPICAL PROFI V IEW ITH STANDARD V oft �'� CiTH���� DETWL'W FOR IECflON DETAIL I M Ij l , 4 -11• fOR 10' RAMP SECTION 3 -1 l FOR B' RJIi� N 1412" X • WELD EXTRUDED T-R SHAPE ON CROSS IYIEIIIFIER IN win ENDS Of EACH RAMP =non EACH RATS 5EL;flCIL Y varnat use ( (GRADE 5) 147 EG{uAL E POCPOCKETS AND eon ICHORS. SPACED DOLTS WHEN JOINING RAMP EXTRUDED L -SAR SHAM SECT>ONS TOGETHER. .. TYPICAL PROFILE VIEW INSTALLED WITH GUARL 1AIELCOE F ARRISON ENGINEERING AD A A( OW • •siaFugi � m • �,slesA • x �` NaC • Fusion • weamanrom • - • L = row raw we. aunuCrtei. r& sszo PM ago 7a-scA, FIB PM Tr0- r MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 07 b w r 2 a ,. II ..--------wrz.„......,:- .......r, .. t i, 0 . • , , . . :I LE VIEW (WITH STANDARD RAIL) • SEE DETAiL-Er r 4P .) ,%.f./R NAKONOLD OR 1G' LIG RM�6' Sg.fIQN 1 , !r • r� e9 ' - f .i.■••• mi ne peallg7 Iggamlallig agg■Nala." . ■11gg 1 .01110WHOW INIIMI ll INligi i i imillill 11 CO i SECTION ;SECTION IN 1 -11r X 1- ta- X.120' so. IKE CROSS MEMEER IN MIDDLE OF EACH RAMP SECTION. WILD 7a W P LEG POCKETS AND BOT7DM OF EXTRUDED L -8AR SHAPE EW (INSTALLED WITH GUARDRAIL) isamgazigaa ma am ma mama WELCOME RAMP SYSTEMS INC. moans an mat EERING ADA ACCESS RAMP I� a o 0 ,ago„- ,rr l PLATFORM - L' -- _ °F F3 (0) 707 - 7� MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 08 —• 1M" x 2 FLAT BAR 112' DEEP it 12' 11/2" X1. A$ 2S AL ANGLE WELDED. BOTH ENDS 13 GAUGE GALV. USED SEE SPS'ECT SPACER PUNCHID METAL DECKING . [ _ . , ..-- ..----...-......••• . r 4 . \' i - \ . . • m T.SWIPE EXTRVStON FRAAI1E I T 1 WELD TOGETHER T•3WtPE FXTRtJ610N FRI1A�Ue --- -- _ I WELD TOGETHER � _-1 . E R! FOR T SaUARETUB6 Q - b oPTION 2 ONLY 0 J in FOR TA' --r-- - OPTION 1 ONLY EP I � T t , - 1 • .t 0 O • I 7%0' OPT10t( 2 _ PLATFORM PLAN T-0" OPTION 2 5'-0" or T -0' CPRON 1 F ARRISON ENG1I1! c...• samouivice .mst jerk • ROOM • j'PEP1UTICI! • 6 UM& • 1>7!i NM WE DaMMICIAL 1a Anzo Al (7601 70- l MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 09 • , CIIMPx rr 11 GAUGE BALK PUNCHED METAL m =KIM • 0 { • SAIA 4 I l 1'YPIr.. a. EOLT W A1TON BETWEEN RAMP & DECK ire GRACE 5 ECM, 3 PLACES P NP) o • • I • © 5W I ar 7'11" Aft TYPICAL SWITCHBACK PLAN VIEW AMP LENGTH SECTIONS 10' OR 8' (TYP.) . � R " ' P _ WELCOME RAMP SYSTEMS INC. Ea Mar =km 'EERING ADA ACCESS RAMP =MB aisJorr asr saci =Mat PLATFORM of FAX (»l 7Or -ems _ • MY-10-2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 10 . . . . . . . . . . cm 1/TOM 1 ' ' SPACED THRU lie END ALUMINUM F I In KE1C r% PLATFORM ----- INSTALL SOL 1' , 1 NN''.%%*NN.N*NN's*%* ' 16 GA. X47-1 4 LV. MIN. CLEAR IN 111&„ GA STRINGER I2LATE I .-....1a.molw.: IN' AROUND HOLE. (TYP.) —.--- • PLATE rx Tx 3H6' 1 ■Irt.,•M:-. k SEI RECENER TUBE '41111116ko... LEW • 7 LDNG (TYP.) • • • I ite MARG1A, Ti • • " . 1 --1- _ I-112' AI-ANGLE, sir THICK STiUR TREAD STIFFENER STAIR HAND RAIL DETAIL, . SCALE Veral C r---- 1 1 III r "• —....., I I I I HANDRAILI co 1 I X fir I I iv =--u--• ;- I c7 1 en ' < V) > — 3/4" THREADED I - I ADJUSTMENT - is - ■ 1 - 8 1 C r lie III 1 spEEDRAIL 4 HANDRAIL TIE .t. I t.-J. — 'II DETAIL Tr 4 SQ. 1 I HANDRAIL CONNECTION DETAIL -G - SCALE: 3' DETAIL 'W ANGLE BRACKET LEVELING FOOT SCALE: 3""-I' C SALE : 3 k II 114' TRAcTtoN TREAD . _t__ PLANK . z 114' L-_. 1 TRACTION 'TREAD .' ''i •"- . i _ _ •-- :,,,....,./..."......., _ / PLANK — : ■t. : r• 111111 I ...i = F. to til CC ..-- -• 1 ■ > 1_21 kr • I 1 we - _ DETAIL ' SECT= 'T sEcTiraN • E" LEVELING 1 PLATFORM SUPPORT RAIL RAMP SUPPORT RAIL =ALE 3 SCALE 3=1' SCALE 3 --- . , ARRISON E/ .......___ avg. • sitnurRYOGE • WOWS _ -.) MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 11 r - (5) SOL11S ECtUALLY SPACEDTHRU 11d' XT STAIR END AL,UNIINUM PLATE INTO SW DO1.1S, TYP. SA, OR 51READSi'ER STAIR, PLXIFCRN! A''$ , BOLT GAUGE BY OTHERS. HEI HT VARIEi xr a tt" - `� 18 GA. X4715116' FLAT � GALV. STEEL. • • 1M'xrALUM- 7 . PLATE CARRIAGE SEE DETAIL " Rt3E a `i LEVELING FOOT • 1 MARGIN, IYP. STAIRWAY DETAIL -=EOM i! 1-1R' AL ANGLE, Stir PLANKING REST" ON THICK STAIR TREAT) TOP OF DOUBLE ANGLE L4R J I16 STIFFENER ; � W I IS S 4' i ----- ----- 1; 31e" THROUGH • I i� 1 1 II Il : I , SIDE OF COL � II II SHEET 4) le 1 q— I PRONTO!= 6'L X 3 1R' I I ¶14 . I SHIM PLATE • -- g 114 ' I Q I SPEEDRAIL I I ON FOR 7-W ONLY OPTION I 4' HANDRAIL 'TIE m ANG SCALE: 3'W1 DETAIL 17" 1 O 2.3+ HANDRAIL CONNECTION I C SCALE 3`:--1' I H j -1B' CLR 0 : A TRACTION 'TREAD N i \.••••••••• z I ;- PLANK L..-_ J ■ I /4 .. / I 1 3r4 114 Wgn NM ^ Q1 '-&1E �4)C27Ci1 N 4 I I i ii z. 1 $ ' 12i 9 1 SECTION 'L —,. ANGLE CONNECTION FOR 7'.a" ONLY OPTION 1 • SETAE. ? SCALE 3' 1T RAIL LEVELING FOOT SCALE 3=1' - - - WELCOME RAMP SYS ARRIS-ON ENGINEgRING ADA ACCESS . � - ... ...._.._.r..... ...... _ OWNONCIL �_ I MRY -10 -2004 MON 02 59 PM Legend Homes FAX NO. 5035988900 P. 12 • 're` BOLTS. rip. - SA, OR 5 TREADS PER STAIR. 12 rota' BOLT GAUGE BY OTHER& _ 1 Vl 1Y - ' )I • I- � . F IANORAIL CONNECTION, �� � � DETAIL O. A ; . �� • : �� AL, ANGLE WITH (A 918' TACK _ SCRBNS INTO POST. WELD RIG1w _ : ter. W WGRAIL 1O ANGLE ALL -._MI RIDE AROUND. DETAIL I? STAIRWAY DETAIL - SIPEVIEW HANONOLD .,[ALE: 1x1-1' SCALE: 1/21' PLANKING RESTS ON TOP OF HORIZDNTAL TUBE TOP OF DOUBLE ANGLE L4X=3/16 r. y • 1 1 (I S s 1 14 ' 2 1 1 3/1113 THROUGH SOLT EA 5 II 11 3, , SIDE OF COL. r" — � 1 I I (SEE SHEET 4) i a 01 . 11 �. PFIOVID rt. X 3 i XSIIB' TYPICAL 4 R� 1 114 . SHIM PLATE FOR LEG ATTACHMENT 114 • , SEE DETAJLJ • $ECT1ON "M" SECTION 1C _DIKE COjINECu$ Iuext r OILY OPTION 2 z ANGLE CONNECTION FOR T-U• ONLY I SCALE 3•=1' 2 SCALE: 3=1' ID 2-3WEI THROUGH BOLTS (ROTH ENDS) TOP OF TUBE SECTION COPED TO WT ._ :' —H —118' CLR T SHAPED LIDED SECTION Ci II . WAillin . r --- • 1/4 ' S glil ,► 1/4 „, 114 � ' RaX3X0 9W I L4X7XJ1B t 2' 11L2' 3 1121 i SECYiDN'1: SEC11C,M ANGLNICONNECTION FOR T-0 ONLY OPTION 1 TUBE cpNWECTIO FOR T � ONLY OPTAN 2 SCALE SCALE , �� i 'do R C lr�e ' maimmimminsum WELCOME RAMP SYSTEMS INC. cows R awe MO 'RING ADA ACCESS RAMP _ 02010 - pp�10L 1/'! -1- ,--2---_---__ G