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Permit ,..„ i , _.„ A,- CITY OF TIGARD BUILDING PERMIT PERMIT #: BUP2004 -00131 �li DEVELOPMENT SERVICES DATE ISSUED: 5/12/2004 .. - 13125 SW Hall Blvd.. Tigard. OR 97223 (5031639 -4171 SITE ADDRESS: 10905 SW BRIARWOOD PL PARCEL: 1S133AC -11200 SUBDIVISION: HAWK'S BEARD TOWNHOMES ZONING: R -25 BLOCK: LOT: 030 JURISDICTION: TIG REISSUE: �-(> FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: I VU '� FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N : sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 4 BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 2,500.00 Remarks: Temporary sales trailer Owner: Contractor: AUTUMN PARK TOWNHOMES LLC DEREK L BROWN & ASSOCIATES INC 12755 SW 69TH AVE SUITE 100 4949 SW MEADOWS RD SUITE 400 TIGARD, OR 97223 LAKE OSWEGO, OR 97035 Phone: 503 - 620 -8080 Phone: 971 - 233 -0075 Reg #: LIC 58699 FEES REQUIRED INSPECTIONS Description Date Amount Final Inspection [BUILD] Permit Fee 3/22/2004 $72.10 [TAX] 8% State Surcharl 3/22/2004 $5.77 [FLS] FLS Pln Rv 3/22/2004 $28.84 [BUPPLN] PIn Rv 3/22/2004 $77.44 (additional fees not listed here) Total $153.58 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -00 i rou • ! ' R 952 - 001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling • 03) 246 -6699 or 1 - ;i0- 332 -230 il _11A.2.114... . Permi••e Si gnature: �io % ; l l ' a 11M r° (0 -- -(..------- Call 639 -4175 by 7 p.m. for an inspection the next business day 14/1141A.S , ,, A .es 't10 0" Building Permit Application FOR OFFICE 11SE ()Nix City of Tigard RECLL V E® . Permit No. Received Date /B : Ali Permit , ,. — GO/ 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review ' r i�,� A , A " Phone: 503.639.4171 Fax: 503.598.191 2 2 �l ' 2004 l Date/By: 5-(i- Q �} 7 r Other Permit: 77 'a pooa o Inspection Line: 503.639.4175 M �( ! Date Ready/By: 6/411 _a° luris: 0 See Attached Checklist for Internet: www.ci.tigard.or.us Notified/Method: , Supplemental Information rIG CITY OF i -�' - - F t • 11IC DIVISION F WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition /alteration/replacement E 'Other: •rAA..kAr equipment, materials, labor, overhead, and the prof for the CATEGORY OF CONSTRUCTION work indicated on this applic ❑ 1- and 2- family dwelling ❑ Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi - family Number of bedrooms: r ❑ Master builder EOther: Tp Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: t1e9O5 ap0 , 6 4. ifiega SAN )1 ,-i ax W pv New dwelling area: Gj e square feet -s- City/State/ZIP: T; 6r.zi , n e„ Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: 1A,4rY 'P//ld'1 Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. Valuation: $ �� - Existing building area: square feet V New building area: square feet ('PROPERTY OWNER ❑ TENANT Number of stories: Name: Prtd u/ T> wohGYYIcrs 1-LC. Type of construction: Address: 12,1- C J J p61111 j ekve rj J , e ` ©O Occupancy groups: City /State /ZIP: T�a1n � � � Gi� 2 . Existing: New: Phone: ' U? ) (i .QQ�Q X ZQ2. Fax: ( SO '1 Q , 9OO ❑ APPLICANT 0 CONTACT PERSON NOTICE Business name: 5r1 yyt As wc., 'itC.eiO.- �/ a p i All contractors and subcontractors are required to be Contact name: /� licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: jurisdiction in which work is being performed. if the City /State /ZIP: applicant is exempt from licensing, the following reasons apply: Phone: ( ) Fax:: ( ) E -mail: CONCTOR Business name: Q tt, �,,, , 4,, � t BUILDING PERMIT FEES* Address: 1 CJ� ✓IIL Please refer to fee schedule City /State /ZIP: w/ Fees due upon application PL IV /PI' l' Phone: ( ) Fax:( ) �/ Amount received / 1- CCB lic.: Date received: 3/2 7//i Authorized signature: \ I c � ,'�, /' ,^ I W This permit application expires if a permit is not obta ned I v �/�� ( within 180 days after it has been accepted as complete. Print name: Date: * Fee methodology set by Tri- County Building Industry Service Board. i:\ Building 'Permits \BUP- PermitApp.doc 12/03 440- 46t3T(II /02/COMJWEB) PLOT PLAN - TEMP SALES TRAILER ro LOTS #29 - 39 HAWKBEARD TOWNHOMES o n c 10905 -10915 BRIARWOOD PLACE 4 TIGARD, OR N -0•. P. a 31.00' 40.66' .. m a 0 0 LOT 29 LOT 30 t co PAD EL 197.3' Xi EL. 197.3' rt y y 7 Co y E 0 - ta Q 17.25 —� v . 12' X 44' TEMP SALES TRAILER Water Meter c FIN. FLR. EL = 199.30 �— 10.00 --. = n � n ^ 4x6 - o u HC , ' \ \ .ffl WOOD RAMP ' • / / /// 1:20 MAX. SLOPE t 31.00' r Gov OF TIGARD' r /� R Am 40.66' Approved..130 /L :).") — I i PRA R IGA ���0 B RIARWOOD PLACE(Private) Conditionally Approved.... ( ) . N p 'Mk , .o w a described i �f y . For PERMIT nly NO. the s ZOQ; - n: 00 /3 S PEc7° R T° �� R � leit.L' - er -trnc &-h- .t- 1 p �orP " A °cv ' See Letter to: Follow Attach ( ) ( ): Gp D E A ark To tnmhomes, LLC S C ALE -1" =10' 1 55 SW 69th Ave., Suite 100 Job Address: /O9 SW 13R1440/ O `!C L� • ortland, OR 97223 PROVIDE EROSION CONTROL'yFENCING (3tAt, o a Date: „4'^ C • O Y Phone: (503) 620 -8080 PER COMMUNITY EROSION PLAN Fax (503) 598 -8900 r OFFICE COPY L • • CITY OF C B UILDING Vt.'', ) N REVIEW �' 1Str:r,l . � /O 1 ,rt , rr ;:;, li:ot; ^ , r , C��`' Fi ;�ICiij�tr He l�ilj ?.; - C ( rE:;l' rti ',Le Provider _e rc'ct + �• Appr ..CS ____ ' C.) R1, Cite" / Letter Required: l g,y Yes t:--4 RNGINC: • � N G �` L:! z N r r � Actu D EPARTME NT: Dl ` � Slope % ,g._.9 - 04 �:.: Sire Pla la A pprn ved " y M•K L�Ap Approved ❑ Z:: Notes: u p q)�nr�) i 4: 3 ' r n �, a r ,„ .. 4-' 4 ; oPf� 6 ./ Cl (ji. /LC_ C,-r-v---- MAY - 10-2004 MON 02:57 PM Legend Homes FAX NO. 5035988900 P. 02 -mein 1- 11Z'zi/lr FILLW ANGL PLACE ENDS UNDER TREAD HOLDOOWN ANGLE TO SECURE IN PLACE ,s i; Ik• TSHAPE EXTRUSION END T-SHAPE EXTRUSION END PLATE PLATE . • SECTION - C RAMP CONNECTION DETAIL SCALD r=1' or X 7 AL FLAT BAR THAT CONNECTS RAMP STRINGERS. 114' X 1 -112' AL PLATE AL VERT HAND RAIL WELDED TO EXTRUSIONTO 1 -12 X1-1/2 X .1 SO. MALE CONTINUOS L SHAPE . i E 12' LONG 1 -1/B' X 1 -115' X .125" . • SO. TUBE'NSERT'. WELD TO 4 X41' X114" I 1 Up AL_ BASE PLATE I , I I 1 . 11' 1 DETAIL 't • r - - - - - - - -- i RAMP END TRANSITION I fNL] LEG 1 I SCALD 3"=1' .J r — •-- EXTRUDED LSHPPE L:= -------- =1 I 12' C 1 -1 X 1 -1? X .12B SO. TUBE I ALUMINUM THREADED INSERT I WELD IN PLACE r MILD STEEL 4 X 114 GALV. PLATE (TYP O F ALL LEGS), LEG . DETAIL "H RAMP END TRANSITION . . MIDDLE LEG SCALE: 3=1' I _ �„..... BE ED A RRISON EI�II '.7- l — _ ...........MI ��� u 2004 ..�, 7 J t✓I1 OF S1GABU D `VIS‘G'� BUILDING MAY -10 -2004 MON 02:57 PM Legend Homes FAX N0. 5035988900 P. 03 GENERAL NOTES AND SPEC1FICAT1C THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ALUMINUM PROJECT 1 -1/T X 1 -10 X.125 T E RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN SCUAR'E i L18E 13ff1 UBC KZEOUIREME_N S. THE {7ESIGN LOADING CRITEI ALUMINUM THREAQET: LOAD. INSERT WELD IN PLACE 'ME CONTRACTOR SHALL DE RESPONSIBLE TO COMPLY - - - STATE LABOR AND INDUSTRIES STANDARDS. CAMTRAC. MILD STEEL 4� X 1i4' RESPONSIBILITY AS TO THE CDNOI'E1ON OF THE STRUCTI (3ALV. PLATE SWST. (T P OF ALL LEGS). PJANKt THIS DESIGN IS LIMITED TO GS METALS PLANKING MATE/ RAMP: - ALL FLANKING SHALL BE 13 GA. 12W x 1 112 DEE - PLATFORM ALL PLANKING SHALL BE 13 GA. 12" W x 1.112 NOTE: PROVIDE 16 X 1s* LENGTH. CONC. PIER ELK UNDER COL (ON SOIL & ASPHALT OPTION 1) STAIRS: ALL PLANKING SHALL BE 11 GA. 12Wx 2' DEEP. AND (OPTION 2 ON SOIL) °ETAIL."Fr Le LEG SUPPORT DETAIL OPTION 1 _ LEVELING FEET ASSUMED TM BE PLACED ON SUITABLE F SCALE 3 GROUND LEG MATERIAL SHALL. BE 1 -1/2 SQ.X .120` ALTuSING. LEG POCKETS SHALL 8E 1.781 SQ X .12s AL TUBING. ALUMtMa THE 1 -12 AL HANDRAIL SHALL BE EOs3 -15 wiTH A YIELD: ALL OTHER AWMINIIM PARTS SHALL BE 606115 ALL&IINU STRESS OF 35 K51. • HAND RAILS • STAIRS AND RAMPS: USE 1 -111 X 5132 TRICK WALLED AND HORIZONTAL RAILS EXCEPT THE TOP 1 -1? ROUND I ALUMINUM PLATFORM: USE 1 -112 SG. X .�3m' TNICKVKIALI ED TUBING F 1 -12' X 1 -112' X .1Z5 SIB. TUBE HORROi�I'AL RAILS. ALUMINUM THREADED INSERT WELD IN PL CF- " X 1Ft' ALL WELDING SHALL BE BY A CERTIFIED WELDER AND IN MILD STEEL 4 GALV. PLATE (TIP OF ALL LEGS). ANSUAWS 012 CODE. WELD SIZES SHALL BE EQUAL OR 1 ELEMENT LIEING VUELDE1 WEU) ALL AROUND UNLESS O CARE SHALL BE TAKEN To AVOID EXCESS WARPING OF H BOLTS NOTE PROVIDE B° X W ALL SILTS SHALL BE ASTM A325. OR GRADE 5 ZINC PLATE DETAIL 'Q" CONC. PIER ELK UNDER CTHER MS1= SPECIFIED., PROVIDE LOCKING WASHERS LIN LEG Sl1PP�T DEPAI! COL (ON ASPHALT OPTION 2 ONLY) ANCHOR BOLTS UNLESS OTHERWISE SPECIFim. SCALE 3'x1' s1-112p DRAWINGS IT IS RECOMMENDED THAT SHOP DRAWNGS BE PREPARE BY THE ENGINEER OF RECORD. WELCOME RAMP SYSTEMS INC. ix Dios ENGINEERING ' AD ACCESS RAMP . wuwnac . stolicnnin O A71I= Aft A VII "Li in I+oggimr»v, I_ 7 MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 04 GENERAL NOTES AND SPECIFICATIONS THESE PLANS AND SPECIFICATIONS ARE NOTVAJJD I OR ANY OTHER ALUMINUM PROJECT. 1-112" X 1-12" X .125 1 SQUARE TUBE THE RAMP SYSTEM. STAIRS AND PLATFORM HAVE SEEN DESIGNED TO THE 1987 U8C REQUIREMENTS. THE DESIGN LOADING CRITERIA IS 133 PSF IJVE 1 ALUMINUM THREADEL LOAD. / INSERT WELD IN PLACE TIE CDPITRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND -- STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES - MILD STEEL 4' X 1M' RE SPGNSIBIUTY AS TO THE C0NDIT10N 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. 12'W t 1 11Z DEEP. PLATFORM: ALL PLANKING SHAD. BE 13 GA. 17 Wx 1 -12• D. SEE PLAN FOR - — NOTE PROVIDE 16 X 1s LENGTH_ CONC. PIER BLI( UNDER COL. ON SOIL & ASPHALT 1) STAIRS: ALL PLANKING SHALL BE 11 GA_ 170/x Z DEEP. AND (OPTION 20N SOIL) ' ETAIL.'P' LEMS • P1" DETAIL OPTION 1 LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE 'FIRM BEARING ALE: 3" - GROUND LEO MATERIAL SHALL BE 1 -1 SC LX .170 ALTUBING. LEG POEXETS SHAW. BE 1.781" SQ X .125" AL TUBING. ALUMINUM THE 1 11? AL HANDRAIL SHAD. OE 6063'73 WITH A YIELD 5TRE5S OF 1S KSI. AU. OTHER ALUMINUM PARTS SHALL. BE 051 - -TE ALUMINUM WITH A YIELD STRF OF 35 KSL . HAND_RAILS STAIRS AND RAMPS: USE 1 -lir SQ. X 5132'" THICK VWAIL.I.ED TUBING FOR POSTS AND HORIZONTAL RAILS ©CCEPT THE TOP 1-1 /2' ROUND HAND RAIL PLATFORMt USE 1 -12 SO. X 51332' THICK WALLED TUBING FOR POSTS AND ALL J —_ ALUMINUM Z' i HORIZONTAL RAILS. 1- 112'X1 - 1/7X./25 S4 TUBE ■ `_ ALUMINUM 1}{READED INSERT WELDING WELD IN PLACE ALL WELDING SHALL BE BY A CER71FIED WELDER AND IN ACC IDE WM•4 MILD sT'EEL d' X 114' f ANSL1AV1I5 012 CORE 1M1fEL0 S�S SHALL BE EQUAL DR BE r IbH THAN 1NE �� GALV. PLATE (TYP ALL ��) ELEMENT BEING WELDED. V1IFLD ALL AROUND UNLESS OTHERwISE NOTED. CARE SHALL BETAKEN TO AVOIP EXCESS WARPING OF 1AELDED ELEMENTS. • pp ALL PROVIDE 8" XS" ALL BOLTS SHALL BE ASTi411 A. OR GRADE 5 ZINC PLATED, UNLESS CONC. PIER BLX UNDER OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND CO!_ (ON ASPHALT OpI1DN 2 ONLY) ANCHCR BOLTS UNLESS OTHERWISE SPECIFIED SHOP DRAWINGS IT IS REcOMMENCED THAT SHOP DRAWINGS 85 PREPARED BY OR APPROVED BY T EC10 HE ENGINEER aF RR[1 .. ern COO 1st magma _ WELCOME RAMP SYSTEMS INC. es /NG ADA ACCESS RAMP . "7 — 0 010 1) sPPIliFit4ATIONS ,�,,,.� a/� 2 of 5 MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 05 17-5 314* C itro (TN/ 2414" iv 1 Val 11 (il) . go nb M _ \____s . ` `n`L- n LEVELING FOCI? SEE LEVELING L ' r TYPCCAI SEE DETAIL "D' FOR r-_—____— CONNECTION DETAIL • 1 -1t X1-1!OX.125AL.ANGLE I/ HOLD DOWN FOR TREAD. C BOLT AT M(RDL AND OW ENOS THROUGH LSHAPF- 7116 GFt{WE5HGL73. 112 = GLOP,IYP. SEE DETAIL G 1110.-- HIll , [y—1 4s11` I 3' -11" WELD EXTRUDED T (2) 1/2" BOLTS. ENDS OF EACH RAIN SPACE r WANTON CENTER, USE C3) (GRADES) 1-f. TIP OF ALL HANDRAIL ANCHORS. SE•ACED sOL7s AtiE SECTIONS TDGEFHEF TYPICAL PROF ARR /SON E a,,[ • 1111NO sAYMIE 6 uoulil 140C • MIMIC • RPEPROTECTICII4 • '_ 1W7 rafts Wit 6 70M. MAC 22233 = REM MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 06 • ots 9rs' w 1 . 111110111111111111 I I • FOOT EOE�AI 1!>rUNG F FOO TYPICAL PROFILE VIEW WITH STANDARD • ON CiTH�R� DETAIL 'IT MR a. oft Or (EDT]ON DEMIL . ' Ill . , , gil lb l k , � , AD � 4.11 • FOR 10 RAMP SECTION 741 FOR B' R1WPSECTION VYEJ D EXTRUDED T-BAR SHAPE H RAMP HER RE FA= • E ENCS OF EACH RAMP SECTION :ENTER ER. (3) (GRADE 5 ]- aaua. poclCE; rS MW sort IC�IORS. SPACED ROLT WHEN JOINING RASP LEG FOc EXTRUDED L -BAR SIP SECTIONS TOGETHER. . TYPICAL PROFILE VIEW INSTALLED WITH GUAR) ' WELCC F ; . � ARR1S ON ENGINEERING AD A A( cm .. • ...mi am • .®wax ` tram • Rumen PawwAa�e.� • �ustP.u. • • u�ssn� 1� Mg PPM uz . NA. 5.423 RA (0) 7G7 -2 FK MOP �' PM MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 07 • • ..„...... b B .....................„ ____. ______ ......_______________ 20.,•_ sa...,..............,.._ _r_............... J • 1 1 1 'ILE VIEW WITH STANDARD RAIL SEF DETAIL'S' 4'(lYP.) • ' HANDHOLD r OR 10' LEW" CW RAMP a N • L ..... _ ,. _ ________,--L---'----7----L— . iJ I/ ,0 0 b SECTION SECTION , 1 -112' X 1 -1/2' X.127 SQ. TRUE CROSS MEMBER IN MIDD1EOF EACH RAMP SEC'T1ON. WELD To WP LEG PoOKETS AND oT3Q OF EXTRU OED L -EIAR SHAPE. , — EW (INSTALLED WITH GUARDRAIL) WELCOME RAMP SYSTEMS INC. V au arapit [Wm siltar =low EERING ADA ACCESS RAMP o oio �_, — PLATFORM « . • , "P• 3OF FAT (3601 701-21511 MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO. 5035988900 P. 08 • 1 1l2° X1.1R AL ANGLE —• 1M" x 2• FLAT BAR 1 1l2' DEEP 12' Ht'IZT. WELDER. BOTH ENDS 13 GAUGE GALV. 9 USED AS SpAC TI , PUNCHID METAL DECKING . I _ _1_ , 1 . • ...._ . , . __ i . . , 1)___ . 7( m I TSHAPE EXTRUtSION FRAME 1 1 _, J WELD TOGETHE .••� TSHAPE EXTRUSION FRAME T__ - ____ z 1 WELD TOGETHER a Z U52-1 .781 O — O °?' l/ FflR Tom' Sc2liARt ='fU66 - u OPTION 2 ONLY--.,... b , 0 ■1:1 _ in 4 FOR T-0" - y � — -- --- _ —_..— OPTION 1 ONLY ' 1 1 C 'N, 1 / ■ ti • 1 0 CI - -- " I ] . ' . r-0- oPT10N 2 -- r PLATFORM PLAN 7'-0" OFTION 2 _ so* or T -0° OPTION 1 F ___' ARR!SON ENG11l+ • acei • V.LTL91MsfMM • Jed HOC • PLIBM4L0 • REM:MC Lit • NEL& • 1907 PNIX toc, olosaarat in. Ram PM NM 7R7 -.56ba REM L I MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 09 • r0159 11 GAUGE GAMY. PUNCHED MEAL m D 1W G a RAMP (UP) 1 1 T - TYPICAL. BOLT =ATTON BETYMEEN RAMP a Mac / GRAPE 5 HOLM, 3 PLACE`S 'v FAMP NP) © 5 ar TYPICAL SWTCHRACK PLAN VIEW AMP LENGTH SECTIONS 10' OR 8' (TYP.) � � CIE nE POEM RAMP WELCOME RAMP SYSTEMS INC. 1110G. �, 4:1026 Mir =UMW RING' ADA ACCESS RAMP di Holuzammi. **WA soul yri-1 S� PLATFORM ra11121a N /�► � FAx (36141 7117.4511511 L1� MAY -10 -2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 10 • m1I20 LT Sf ACED TNRU 114' C ......:.; 1'' END ALUMINUM! F 1 in r+ HE1G PIATF✓ORM STAIR PLINK INSTALL BOLVAITN 1' '' - i 'MA-Ka- RON. CLEAR IN . N ` GALV. STRINGER PLATE : � ► AROUND HOLE, (TYP•I 1� i_— .L I 1/4' PLATE 2"x2 x3l 6' _ -. SE! TURF L EVE S LANG (i`IP,) i �; �� • ■44111 ^ 1W' MARGIN, TYP. 1 - t -1lZ' Al— ANGLE, 31IH' THICK STAIR TREAD STIFFENER STAIR HAND RAIL DETAIL SCALE •frci1' 1.781' 4' j — I I I•- ill ....--1_,-.- .. ■1.m -, v 1 = tea —, HANDRAIL -- 1 1 < 1 • -' j 3/4 THREADED ADJUSTMENT _ 1 1 I 114' 1 1 SPEF�IRAIL � C r t I 4' HANDRAIL 11E I L7 / osTAIL 1 I 4' SQ. TYP. T HANDRAIL CONNECTION r I DETAIL'S SCALE: 3'='1' DETAIL "A ANGLE BRACKET LEVELI F001 SCALE: 3 =•1' C SALE. 3 =1' TRACTION TR i . � I 1i4 PLANK L _ TRACTION TREAD ' 3 I I ,/ PLAN L I- L PI e _ 1 . d SECTION 1' DETAIL SECTION 'E" PLATFORM SUPPORT RAIL LEVELING 1 RAMP SUPPORTrIAI� SCALE 9'-1' SCALE SCALE T=1 _ -- . ?Af'114ISDIN Ell at • srgwrnAIMCE s cur» srs .1 MAY - - 2004 MON 02:58 PM Legend Homes FAX NO, 5035988900 P. 11 (9) 18°0 EOM EQUALLY SPACED THRU 114' XT STAIR 1D ALUMINUM PLAT= INTO 'ALTS. VW. �PIATFOEDII- 1 SA, OR S TREADS PER STAIR, PLATFORM D . DOLT GAUGE BY OTHERS HEIGHT VARIES zr `, 1 ,. Arm. r.Ruit `� 18 GA. X4l1SI16' FIAT i� GALV. STFEL- 1M° r IS' ALIlNL _ PLATE CARRIAGE liZi ID SEE DETAIL"; a LEVELNG FOOT 1W MARGIN. TtIP. STAIRWAY DETAIL . =VIEW SCALE: 1/2"a11' 1-1 /2" AL ANGLE, 3rW PLANKING RESTS ON STIFFENNER ER THICK TRF}1b TOP OF DOUBLE ANGLE L4 7102116 • ; i • I ' 1" ° -� 1 31a'® THROUGH il II; 4 j 0 11 % SIDE OF COL I 1 (SEE, SHEET 4) kir 1 1 i I =— =� =C 1 1 - PROVicE GLX3 I 1 i I SHIM PIXIE I I 114 ► I ■ ` = = =s i � � =�� I 1!4 r I 0 . I 0 1 eki SECTION IC SPEEDRAIL 1 A CONNI 077CN FOR T �T' ONLY OPTION t 4' W►NDRAIL'17E 1 M SCALE: 31' DETAIL "S]" ID 23+ HANpRA1L za TI CONNECON SCALE 3�'1' ti OiC 1,r ail 0 k 1RAC11ON TREAD cv �•••••••�• �r FLANK 2 _ 2 L. ■ NMI 13J ` s to �rIE" I taxz� �'• 4 2' via 3° 1 112' SEC11ON'Z' A GLE CO FO T17' ONLY O ON 1 — DETAIL 'J SCALE 9=1' !TRAIL_ LEVELING FOOT SG►LE 3= ' WELCOME RAMP SYS ARRlS+DN EIVGIIOIE ADA ACCESS , fc--)b.%\ ......,................................... 1 MAY -10 -2004 MON 02:59 PM Legend Homes FAX NO. 5035988900 P. 12 • ""'l 31e` BOLTS. TYP. - 3A. OR 5 TREADS PER STAIR, Tr II C' BOLTGAUGE HY OTHERS. , liff vur 2 11' - � HANDRAIL CONNECTION. k PS I��6� I CONNECTION. DETAIL TA IL . tea - x1 x�s- .. ,: AL atam i nv W 3/11 TACK �-� T _ SCREW INTO Past. WELD RISE :,,�C',- HANDRAIL TO ANGLE ALL ��in RISE AROUND. =ETAAL'B' STAIRWAY DETAIL- SIDI='VIEW HANDNOLD SCALE: 124.1' SCALE: 1/2 TOP OF HORIZONTAL 'TUBE PLANKING RESTS ON TOP OF DOUBLE. ANGLE L4X2X3/16 - -... . y __ , s • • 1 1 it S �= 1l ►�� - 11 11 la'2 ' j 1 3B"PJ THROUGH BOLT EA : 11 I I % ' SIDE OF COL r= t 1i a li l l s (SEE 4) 1 a II 44fr PROVIDE rL X 3 V2 X 5111; TYPICAL4" RECENER 1 I SHIM PLATE FOR LEG ATTACHMENT 1 to . l I SEE DETAII.J 1/4 • i 0 I • ON 1C NEC SECTION Ile Lr h SECTION Z ANGLE C0NNEC11DN FOR T-0' 11� ONLY oPN i SCALE! 3%--1' 2 SCALE: 3'=1' m 2 THROUGH SOUS (BOTH ENDS) TOP OF TUBE SECTION 43. COPED TO FIT .; • —}� 1/S' CI R T SHAPED = - UDED SECTION I I A .. ; / i ,.. 114 r 1 j 1 R�O• I-5ry� L4X Ci118.I � 2' 1112 r 11/2 t9 SECTION "M SEC ANGLE egg CpNp1E ON FOR '�' ONLY oP'T1oN 2 _ ANGLE CO 1�NE1-?N FQ T`� °LY OPTION t SCALE: 1=1' SCALE; 1• alowiassorn Q; ' do r at _ _ camps me -- WELCOME RAMP SYSTEMS INC. WNW MOW 0 Jul rem .�.� 'FANG ®�l ACCESS RAMP �'� 02010 w _ _ —. .. . .. a ......... . ■ r " 11t>RgroGIL . c G 1