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Permit Manufactured Structure �� V 'Z/`'""40 Placement Permit ApplicatliRECEI �/J L FOR OFFICE USE ONLY City b of Tigaard Received (y y Permit N II 4 13125 SW Hall Blvd.,Tigard,OR 97223 JUL 14 2020 Pun Review: / {� �S le "f�000 a+ Plan I Phone: 503.718.2439 Fax: 503.5 Date/By: Other Permit: TIGARD Inspection Line: 503.639.4175 1,I�OF TIGARD Date Ready/By: lows: BI See Plan Submittal Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method: Requirements JOB SITE INFORMATION OWNER INFORMATION Site Address:,0 r o H co,f'p .L.st L. Name: David Weekley Homes Park Name: Subdivision&Lot#:Erika Ct/Ridgecrest Lot 4 Address:1905 NW 169th Place Suite 102 Directions to inspection site: City:Beaverton I State:OR I ZIP:97006 Phone:503-213-4415 I Fax: Is property inside city limits? ® Yes 0 No E-mail: mschiedler@dwhomes.com LOCAL GOVERNMENT APPROVALS Zoning Sanitation Signature: Signature: Jurisdiction: Jurisdiction: Date: Date: MANUFACTURED PLACEMENT PERMIT FEES (1) Installation/re-inspection Cost(each) No.of Sum Items (a) Placement(includes placement.electrical feeder,30'of water/sewer connection). $ 275.50 1 $ (b) State surcharge at 12%(of placement fee only)• $ 33.06 $ (b) Re-inspection(includes inspection and 12%state surcharge). $ 100.80 $ Placement permit to be obtained only by homeowner,or Oregon-licensed manufactured dwelling installer. (2) Electrical (a) Service and/or feeder(new service installation or alteration/relocation of existing service)- $ See Electrical Permit Application Electrical service permit to be obtained only by homeowner performing work or signing supervisor of Oregon-licensed electrical contractor performing work. (3) Plumbing (a) New water service(for services over 30 lineal feet)- $ See Plumbing Permit Application (b) New sanitation/storm sewer or rain drain(thr services over 30 lineal feet). $ See Plumbing Permit Application Plumbing permit to be obtained only by homeowner performing work or Oregon-licensed plumbing contractor performing work. (4) Miscellaneous fees (a) Administrative fee(State of Oregon)• $ 30.00 $ (b) System development fees(sewer connection,storm water,parks development&traffic impact). $ See Permit&System Development Fees SUB-TOTAL $ SET-UP OR INSTALLATION CONTRACTOR APPLICANT Name:Wilscot Portland Name:David Weekley Homes Address: 13132 N Woodrush Way Address:1905 NW 169th Place Suite 102 City:Portland I State:OR I ZIP:97203 City:Beaverton I State:OR I ZIP:97006 Phone:503-285-6165 Fax: Phone:503-213-4415 I Fax: CCB No.: MD1 No.: E-Mail:mschiedler@dwhomes.com SKIRTING CONTRACTOR Name: I hereby certify that the information above is true and correct. All work to be performed shall he in accordance with all Address: governing laws an City: State: ZIP: 1(/ b fi/ e) Phone: Fax: Author]. e Date CCB No.: MDI/LSI No.: Print Name: 16,,,,,, F 1:\Building ermitsCMS-Pe]mitApp.doc 02/27/2018 (,tjA l/��\P \ Dianna Ornelas CA45 z D Ze) 'O fl22 From: #Building Permit Technicians Sent: Friday, August 28, 2020 9:02 AM To: Schiedler, Michele Cc: Samuel Copelan Subject: RE:TUP for Erika Court sales trailer- Lot 4 - 10114 SW Copperleaf Ln Attachments: ReqPermitAction_120518.pdf Hi Michele, The site superintendent had informed the inspector that the sales trailer would be placed on a foundation, however it has been reported that the sales trailer remains on wheels and the structure was not placed on a foundation. We do not regulate structures on wheels, or the ramp leading to them so we w' void these permits. Please complete the attached request to void permits for th CMS2020-00002 nd BUP2020-00812 and return to me, unless there are plans to remove the wheels. Thank you. Dianna L. Ornelas Building Division Services Supervisor City of Tigard I Community Development 13125 SW Hall Blvd I Tigard, OR 97223 503-718-2430 Direct 1503-718-2439 Permits From:Samuel Copelan <samuelc@tigard-or.gov> Sent:Tuesday, August 11, 2020 5:26 PM To:#Building Permit Technicians<TigardBuildingPermits@tigard-or.gov> Subject: FW: TUP for Erika Court sales trailer Hi Building, Please see attached for the temporary sales trailer at Erika Court. Would someone please add the attached to the rest of the documents that are sitting in my cubicle? Please let me know if you have any questions. Thanks, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov 1 City of Tigard ,I14 ill COMMUNITY DEVELOPMENT DEPARTMENT Q TIGARD Building Pernllt_R.eview — Commercial - With Land Use _ _. Building Per 't #: CP'ls l0 Z0 a U-+(5 1 U _ t ?"`"-- Site Address: 10114 SW Copperleaf Lane Suite/Bldg#: Lot#4 • Project Name: Court- T ales Trailer (Name of commercial business occupying the space. If vacant,enter Spec Space.) Planning Review Proposal: Sales trailer for Erika Court. CL Verify site address/suite#exists and active in permit system. [X River Terrace Neighborhood: ❑ Yes L No [X Land Use Case#: TUP2020-00007 6 Plans Match Approved Land Use: Site Plan ❑ Landscape Plan ❑ Other: ❑ Urban Forestry Plan [gl Elevation Plan ® Building Height: Maximum Height 30 Actual Height Less than 30 feet XI Conditions Met: ❑ Prior to Submittal X Prior to Permit Issuance tlpBusiness License: ppi�,p�Exists: ❑ Yes El No, applicant was provided a business license application N Public Facilities Improvement (PFI) Permit: Required: ❑ Yes, applicant was notified ❑ No Applied For: ❑ Yes ❑ No, stop intake Notes: Site plan for temporary sales trailer location only Approved by Planning: LuAtt Date: 8/11/2020 Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Building Permit Submittal Original Submittal Date: 7/I`t f 20 Site Plans: # 3 Building Plans: # _3 Building Permit#: g--Enter building permit#above. Workflow Routing: 0—Planning g—Engineering © Peimit Coordinator 8—Building Workflow Sign-off: -Sign-off for Planning(include notes from planning review) Route Application Documents: ding: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: Date: /`1 L 1:\Building\Forms\BldgPermitRvw_COM_W ithLandUse_111819.docx Engineering Review ['Slope at building pad: / , ❑ PFI Permit#:2a'/g—CV/CPS' Conditions "Met"prior to issuance of building permit lit/Easements (encroachments) per engineering conditions of approval and plat (not typical on SDR/CUP) 'Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: 0 Yes ENo Assess Water Quantity Fee in-lieu: 0 Yes I(�No LIDA Facility on lot: 0 Yes Zl/No 0 NOT Approved by Engineering: Date Notes: Approved by Engineering: Date: 14//://1 Revisions (after Building Submittal only) Reviewer Date Revision 1: 0 Approved 0 Not Approved Revision 2: 0 Approved 0 Not Approved Revision 3: ❑ Approved ❑ Not Approved Permit Coordinator Review Conditions "Met"prior to issuance of building permit ❑ Approved,NOT Released: ---D te: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: Revision Notice 3: Date Sent to Applicant: %SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes N/A Tigard Trans SDC: 0 Yes lq N/A Parks SDC: 0 Yes N/A KOK to Issue Permit Approved by Permit Coordinator: , Date: r I 1420 I:\Building\Forms\BldgPermitRvw_COM WithLandUse_111819.docx Email: Molly.Kearney@CTT.com Buyer: Weekley Homes, LLC 111 North Post Oak Road Houston, TX 77055 Buyer: Seller: Cascade Civil Development, Inc PO Box 1060 Woodburn, OR 97071 Property: Lots 4, 6 and 7, ERIKA COURT, Washington County Tigard, OR 97224 $ DEBITS $ CREDITS FINANCIAL CONSIDERATION Sale Price of Property 698,850.00 Buyer's funds to close 653,434.00 PRORATIONS/ADJUSTMENTS Interest @ 8% 5-23-2020/07-07-2020 7,045.94 Earnest Money Credit @$18,055.00 54,166.71 per lot County Taxes at$907.04 07/01/20 to 07/07/20($907.04/365 X 6 days) 14.91 County Taxes at$907.04 07/01/20 to 07/07/20($907.04/365 X 6 days) 14.91 Assessments at$907.04 07/01/20 to 07/07/20($907.04/365 X 6 days) 14.91 TITLE & ESCROW CHARGES Title- Builder/Developer Sale/Purchase Chicago Title Company of Oregon 331.50 Escrow Discount(Buyer) Title-Escrow Fee Chicago Title Company of Oregon 949.50 Title-Recording Service Fee to Chicago Title Company of Oregon 10.00 Simplifile Title-OTIRO 209.1-06-Covenants, Chicago Title Company of Oregon 247.00 Conditions and Restrictions- Unimproved Land (ALTA 9.1-06) Title-OTIRO 217-06-Access and Chicago Title Company of Oregon 125.00 Entry(ALTA 17-06) Title-OTIRO 218.1-06- Multiple Tax Chicago Title Company of Oregon 75.00 Parcel- Easements(ALTA 18.1-06) GOVERNMENT CHARGES Recording Fees Chicago Title Company of Oregon 91.00 Washington County Transfer Tax Chicago Title Company of Oregon 349.50 ($699.00) Subtotals 707,742.94 707,976.94 Balance Due TO Buyer 234.00 TOTALS 707,976.94 707,976.94 To the best of my knowledge,the Settlement Statement which I have prepared is a true and accurate account of the funds which were received and have been or will be disbursed by the undersigned as part of the settlement of this transaction. 1 .1:rtAiL0 Chicago Title Company of Oregon Settlement Agent � � � � DvduuJ[ivisioo David Homes �=�" ne"mo � ___- , ................. ____ ______ ______ sm/��� ___ � � May Z9,Z8l9 RE: Sit 5-Temporary Use—Type I Application'Applicant Statement 1@.444'05D i C. Te�niporaiy sales office or model home. The approval authority will approve or approve with conditions u temporary sales office or model home when all oy the following are met: I. Temporary sales office. u. The temporary udca office must be located within the boundaries of the eu6cbvioiuu or property in which the real property immo6e sold;and b. Sales offices approved through the provision of this chapter may not b*permanent. We are requesting approval of a temporary sales office located at 12079 SW Surnmerbrook Lane,Tigard OR, Lot 1Summnerbpuoksubdivision. The request complies with code stated above as office will be temporary trailer and located within boundaries of the subdivision. wi e|e cn/eo|er Division 'Coordinator DavidVVeeNeyHomes—Port|andDivision ` Atlanta ^ Austin 4 C6u6esmu Charlotte ^ Colorado Springs ° Dx us/Ft.Word6 Drnwr * 8o«auou + Indianapolis * Jacksonville * Min neapn|isl/s,,Puu| * Nxa6,i||e ° Orlando Phoenix * Portland * Ru|do6 + Salt Lake City * SuuAnmuio * Sarasota ^ Tampa G'/Y)S2o2a -oo�z B /O//9 coPP�L - 1 WANE K`". rt 1 t ,OP . .--1- . * � '1 ( � moWeN r� J . .~� , / i PROJECT JNFORMATJON `�r ~. IPP • 3�1 ; - . '1,''7'Ts*',`'''...."'""" ' , • i.•'1%,I'....11R.t.4::'•,'„:T.'''''''':::.--:,-----.1"- 4'1 ; SWIPING SRR• RTDI:R'BFTI 1 LOT { .'i.� `+ti' .A tk h0 Q Ion j SW CIWEEMS/LP LN r .. .) Tu utn OR • j � t 0. 3 .4: x $COYL* 'rEMPoRARYSAIJr'STRAI[.1:R " _ 4a:.w •s•,R :... yell 1 ,��p).' /,/' ;�^ij ��' )I �. t to N 1:r•_ T f ._ _# I t z PO latar \ / 4..a . :...6. •1.1 I ;1 \ co: 1 ,.• ,� A .." 1 1 ' r I3 I VA.NtERA #rY \ / , r , 1 \ /f R / t.o t 11l0 1 \ ' t1 ' 'i -I 1 f s 47 93' / / /1 % ..._. _1_j it ,• , V / 1 ( I 1 -Car '� — t 1 1 \ 1 ! t 'I; r O -st—fs I \ r d l " d ll — I t i i 1 d d r. 11 1 \\ ; I ! d{d i I I I \ 1 / d t A1,4D-- 1 d I t 1 1 ; F t k l . q .I fl°30-7 F. d 1 i z m o ( i I di \.� ^' ..- A I 1fi U P ( r N O ( f Iq't N a .f • /1 a O. 1 1 tl - �� . . v .. _ .. r P,, ♦.i� S m - -I- 3275-W 57.$0� a Q v ' APPROVED 2 g samuelc,16:12:09,0 811 112 0 2 0 H S 7 S THE REPEI(Q•TCED SITE PIAN MIS BECK PREYARED FROM THE IMO S CTI MEYT CIVli.HATA PROVIDED TO TNiNLNE DENICN 1L.0 AT THE TIME OF PRINTING.THE SI EPUN HAS NOT BEEN PREPARED t HE REVIEWED BY A LICENSED SUBYEYOR,THEGEPOBE TT IS THE rt 4:13 PLOT PLAN ... .. -._._.... _ _. _. tOIIPONSTRTifTY OP THE CONTRACTOR T(1flEViEV/'PHE PREMEDDOa ��;=! J. "' _ _ _ _ SITE PIAN/Nt)PP6 ASSOCIATED THNLNStOS 1 AGAINST TIIE "2 O STTE DESHvI REVERENCE ONLY-RENAME PIAN DISMARMII APPROYED CIVIL TIAN,AND NOTWY TWINLIHE Osssz LLC OF se, 8 VERIFY CIVH.HATA AND EAIRTINC STIR.(TIMMTIONS PRIOR TO BEGINNING WORK ANY a AI,I.ul<CAErA CIEs. d. . I I l ! - 1 1 1 H i - 11111 I t , A JUL � "" CITY OFI1GARD a o ti A. N 'iU(LDING IVi It I l 7\[ 44` 1 L -t 3 i Kl.3 11111111111111111 C - V LI\ �11111 rn 4I 6 Ft 1 III1] 1111 1, Ill ri = 1 1.- _. sue--. t I • 528 square feet of open office space with one private office, one • Our buildings are completely insulated and come with a heating and air handicapped accessible restroom and a spacious front office with conditioning system to provide a comfortable work environment. coffee bar providing generous office space for up to six people. - • Commercial carpet for a quiet and productive office. Architectural appeal with exterior mansard,windows and doors, and interior finishes appropriate for a professional safes office. • All offices are 11 feet wide and will easily accommodate your office furniture. Note_Dimensions,and door&window locations shown are nominal.Actual dimensions,layout,and roof slope may vary depending on model or model year selected. Call Your Local Sales 12' x 44' II!Design Sales Office Space Professional loRMODULAR BUILDINGS From Vision to Reality, On Time and On Budget 8668897777 Delivered ready to use "On Time and On Budget" www.DesignSpaceModular.com 313'x1/1'TM(ANGIE•f13M" DENOTES DENOTES 33N•(RISIDEAN5N)E) il ANE PAGES FOR DETAILS ANCHOR LOCATION -- 1'41'MINPLEVEL Q 1 F.I.F ELEV AND NOTE 517 ON COVER SEE PAGE 9 FOR DETAILS (TY N `Z$S } AND NOTEf17 ON COVER ¢j f PAGE ri•�i�i ui I e u tw i _ ,I'1��' 2 n + �'�•xs 4•-PSECI3 II 4'-°xIa4Y j <•-0rx io-0' ELEv-1 ri►_'�" (/� ,N,G RAMP SECTION RAAP SECTION IRi RAMP SECTION •O,a,(0 00,1 Ii iI I{ • `� o LOWER END HOOPSOYl '; fI'- RAMP DOWN(/:12 MAX.) C}j 'E:. A III - O fq.TLANDING 4R10D7R W ?! T r s'1• t -_ -# f} I 1 FWSHED GRADE 1 c �' =� n _s=— ,� WALKING SURFACE TIE DOWN PLAN VERTICALPICKET GUARDRAIL U4•THK TRANSITON PLATE SCAN F.:3:t(+' I'{,• _ - ---- 11/Px IF AND r ALUM.DECERISLP RESISTANT SURFACE TIE-DOWN DESIGN LOADS, BSZIE WAND LOAD:180 MPH NO OPENING SALLALLOW A K SPHERE TO PASS THROUGH. • EXP RISK CARE DRY,IICATEGORY,C 0 m0 RISKCATEcoRr:n 3END OF RAMP VIEW C.) iLI I"..M. { SCA,I..Iq` p-0' ¢ vj '°tr "( GENERAL NOTES: �Z w--- o-P 1'8' = a 1a.g LEVE I i,_ _- - --- l.rr..�.� itrp L t�i I l y +\ 2. DE1. SIGN OF THINUM E LAN ALUMIDOC NUM STAIN SECTION SHALL C SHALL BE A M TO RIGID, CURRENT FREE-SPAN E➢ITIODESIGN. N IG THE d3 'I gum•'��[�■�t, 'p` "°"" 1 .,�. 3 ALUNINUH ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES, W . t --�'�il�� pl y __ _ I111 II !` .ALUIGNUN CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS.STRUCTURAL MEMBERS IM , � � 1�„ -'rill � �1IB��_.._ I �-- -f ++�+ I ,.Ii TO BE 6061-T6.6063-76 AND 6005-TSALLT(RARI ALLOY. _______ I !! ,"! I� -_�lt> '•� b 4,ALUHONUM WILL BE STANDARD MILL FIMSH UNLESS OTHERWISE NOTED, -�_,- - - =r1�� f{ I S.WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS➢12-E GAS METAL ARC WELDNG<GMAW) § ---� III �!r«, �'�^-�� if��E b �'�� 6.ALL FASTENERS TO BE IB-B(SERIES 304) STAIN-ESS STEEL UNLESS DTHEItVISE NOTEA Z O it h N 7.LANDUW,RAMP,AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A IDOPSF LIVE LOAD. Y T`P I III - �`� �� —' B.LANDING AND RAMP WALKING SURFACES SHALL BE DCSIQED FORA MINIMUM CDNCENTRATED Q - VERTICAL LOAD IR 300 LBS APPLIED EVENLY OVER A 12's12' AREA.STAIR IREADS SMALL a nom BE DESIRED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH 4 A2k AREA. g RIP 9.RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINIMUM HEIGHT UNLESS OTHERWISE Le K E ON SPECIFIED.(34 AND 3B INCH TWO-LINE RAMP RAILS AND 34 AND 36 INCH VERTICAL PICKET - AA E RAMP RAILS AS WELL Al CUSTOM DESIGN RAMP RAILS AVAILABLE UP REOILST FOR a P SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) a Oh 10•HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD cc 50 PLF o APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. Q ELEVATION PLAN ELEVATION PLAN 11.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE SCALE 3 I. I'-R• SCALE 316- ILO" CONCENTRATED LOAD OF 250 LBS,APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE 0 xi w LOADS SPECIFIED IN THE PRECIDING PARAGRAPH CC o i M.INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS>,BALUSTERS AND PANEL FILLERS G 33I4•MAX(INSIDEANSIDE) S-4' SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED IRH(RAL LOAD OF 50 LIS ON , rd BLDG.SIDE TRS'NIIB" AN EQUAL TO 1 SQUARE FOOT,INCLUDING OPENINGS AND SPACE BETWEEN RAILS. t �- URSDECKANGLE 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4(FOUR>INCH SPHERE CANNOT PASS r d SEE NOTE '5 y410'062 �,y-.- THROUGH ANY OPENING, U 1 6'OR B-SELF MATING ¢ 14.DECK SLNRFACE SHALL SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE ) _ 1 ALUMINUM DECK WITH FA ALL RECTANGULAR LANDINGS O I-BEAN,SELF-MATING DESIGN. z - SLIP RESISTANT SURFACE 'Te• S 15.ALL SURFACES,MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM 142 i IN TAN \x SHARP IR JAGGED EDGES N-�• (q =,F 1111101 SELF UB' 6NAPvw H� 7 _ •P•F .,:P.: t6.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHARS PEN➢ING FIELD VERIFICATION O - N✓�I (I i SELF MATING CHANNEL'9NOTE .. Y 7HRE9HOLD EXISTING CONDITIONS. r1yFPNO OPENINGWILLALLOWA4• N }� miiii[11[11�� F-I SPHERE TO PASS THROUGH. I1MOEA ' 11B' 4RAMP SECTION riw - II - - , -. Y 1-- -1:rig. 1 tt/j o RAMP -- (HARORM NOT INSTALLED) e�-I el ALL OTHER LANDING ---.- '�VTMP' ` ma E-- g PROPRIETARY HINGE EXTRUSION 1 1AWLKWG RAILS BIMRNAR ' y,�i 1!S'�/CIL L RSING SELF-MATING CHANNF�A PRESSURE TREATED WOOD , --_ (SAME MTH AS RAMPI jjjyJ ` Y�aJITOP Of DECK SURFACE 6•-C • BLOCKS(EVERY ID 2E O.G.' -_ �`-`1 TOP OF T FLFIIATIOH WIEW l PI AN VIEW t'x$'x1IB'RECT. I. --� DECK - ALUM.TUBE STRINGER. L 111111111111111111 (X. A 51-4"LANDING RAIL e 5'-4"S()LANDING '7118x0.NII�S�IIFFBIUTADI' { ARFNT TYPL.OF_ATTACi9AENT, • /'� .5(:Ai,C.1 1.2` l-a �SCAI,p;I l(±^ 1'-0• TUSE VERTICAL POSTS �" Si )FOR ATTACHMENTBOLT,FLAT R&5 MEAL JOIST THROUGH BOLT WITH S(TS'DNA. �••A /r HEX-HEAD BOLT,FIAT WASHER,65/IF NUT.Mir O G MAX) , 1,J_ < 2)FOR ATTACHMENT TO WOOD-.9t1B DIA.HEX-HEAD LAG SCREWS(12'O.C.MAX) _ -J SWyEE S.I FOR ATTACHMENT CEMENT:318'DMA HEX-HEAD SLEEVE ANCHORS.•,T O.C.MAX.) /Y/Y�^// ` lM5 CHANNEL 1EA DE} + - .. '-- RAMP TO LANDING ���... 0 I,4x3N'LONG SELF T:Sx3MB 11• CONNECTOR CO DRILLING PAN HEAD SCREWDREL N•SELF c ISO RAMP WI RAILING o RAMP TO RAIL CONNECTION SCRLWGFiFY HEAD (tr O.C.MA Q ,1B•1�2-i2 SCREWS (� 1B',,)2-,2 �j�.�_.I -I1' , �SCALli:3- I•.D- �BCAI C.,i!J• ('-0' � I"'� *� BTA�IAN2 tor© N (� k RAMP TO LANDING CONNECTION 3 O Y NbNNEGTION 1(TSF 1R' Cpt� L`NL~ W r—, I 51k EDrTX2I WI 2016 SUPP ❑ _ r STAIR STRINGER Si SLIP-RESISTANT STAR TREAD //) L--J J. T x S x t1>•ALUM TUBE SCALE:S"-1� I I �LL1iff STAI➢F711I 0 r_ O 11 L,1511e• i F a,!i i 1,11 180 MPH jHlNlt) z 0 • _ +^�L�O� 7j T s 1 D O N'"'-- RYWGAu —�. SS SECTION t 4. a.li iiT ,.iM Pg ur L 0 I cams INMmil A#imma 5. T:i•nD13F URS CHANNETLLANDIN ,. Ti t S F I� S� / a Q DETAIL ■ DESIGN CRITERIA U p\ � ® If Wrr STAmiNr �/ Tx5"x1AT' ) FS ALE/ STAIN I1R&WNGE eL ev �,� 8 * FLp4A FILE P! 070E 61X f (1017J /Ly� OCCIXNANCE I i/s'✓1•-S Ex7RU0ED SLRRESISTANT J , 1AT• 1$ANCHOR WITH .--��,�..���,,,I��{�UU�.. GROUND ASTM CERTIFIED Fl.OBDA BMitlB10 61H O11RM 20'1 W J i r TIE-0OWN EARTH 87PMPINO AN61 AAW6RNUM BTABi TREAD(TYPlCW -� DOUBtE HELIX 1IONS P..y � WpEM/40IS SBPP — 114•x 3M•LG SELf - - 6 AND STABILIZER PLATE 2DIS •: AOD9BBln'f CV Mf a SIRP w DRILLING HEX HEAD SCREW TOP OF A BEHIND ANCHOR RAMP DECK �7 It EACH` �Mk kl��'UM 17U�BE� O OCCURANCE/ 1/8 V P-1r `E RAIL MOUNTING POCKET - r 4 CONSULTING ENGINEER /1 k i1 /�rxz x,IB'TISE L-J JULIO ORBEGOSO V I -EACH VERTICAL LEG k i------- ��Q 114'1�Y4'H.H.SELF I FLORIDA PE M3B7S0 1 (EVERY TREAD) iA•)/11M• O F� iDRRIILLLIINNG SHREWS ITYP) EACH 11E 12'43 EVERY RIB 6 REVISION DATE: DATE 01-05-2018 OCCURANCE> lIEV 2-12 / El TIE DOWN EARTH ANCHOR �J /c�RAMP TO RAIL CONNECTION �T SCALE:I I:_• 1•IT DRAWN: R.L.G. RISER PLATE BS'I JCAI.E:11•±' 1•{f rxES THK JOBS: SHEET NO. RS-1 C COMMIT 7015-NmMM RAG IREJI.CO. _ 44' - 0" 4. r— sk_ 10. _ 2" 71 .. 1 n 24' - 73/8" 7 � I i <<� wr