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Plans (67) LEGEND: � \ \ \ i. SANITARY SEWER P acific7 , 1 w - cry Community `� /C Q STORM DRAIN Design + -w WATER LINE 12564 SW Main Street f��� � : � " \k' MANHOLE Tigard.OR 97223 . VO �, [T]503-941-9484 i '� / CATCH BASIN � DATE: 12/11/2016 �n N/ STORM STREET LIGHT REVISIONS SWT V WATER STW WATTLE PERIMETER NO. DATE DESCRIPTION ROCKHAMPTON ss , » METERS ss ` _____ Ss _ ' EROSION CONTROL LANE in SANITARYLATERAL OS`.LATERAL ° ../SANITARY LATERAL �__ . 1 II1 029) SIDEWALK" / / / / /r 303.7 . STORM LATERAL 4. 20.5'. • ' ! 35.0' 14.8' , ° - ;s _ ,�i 302.3 0 ,_ ° SIDEWALK 19.5' o Lri i 5.9' g, 7.3% 6.0' 1 a 7 /f. ril ----•---� 306.45 P.U.E. ill • - P.U.E. { "� � � INSTALL TEMPORARY 1 ° r .a 302.7 LYNCH STYLE CB ° OFFICE COPY 4 RIM:306.05 ° N � TEMPORARY � IE:300.00 1 Q° Ilo o ---11- WALK ; PORCH SALES OFFICE �.. 1 _I r ° E t--- -� , 1 PARKING 1 IA- ' SALES OFFICE I TRAILER 1.4% 18.0' 1= ° CITY OF TIGARD 1,183 SF I'�rYP. REVIE D FOR CODE COMPLIANCE 3 O o i 307.95 < Approved: 233 232 z9.. 9.0' OTC: [ l L6' 234 ') ' 3,798 SF . . .i 4,580 SF i i i 1 4 ci - - ; 3.1 . 308.46 ! Permit#: hn�7� . n1o®l 1 .1 POLYGON 1 i ° 'te#: ,, 1 i I ae N I 309.04 ° a . w1 23.3' 16.7 - - - 12.0'-�1�'O 308.74 1.5% ° .y, Date: �^ j� AT ROSHAK _ 11 .) ° 20.0'-� �. ° RIDGE 111/4 X I j 308.40 308.81 4 ° ° I �r a �(,;' oI' J ,, 36.5' .47 ° ° ° - THE ISSUANCE t E t_ ,_.., I o �/ a G BASED ON CONSTRUC 1 ICN 1 DOCUMENTS AND OTHER 0 ,• ''';':' 317.1 `o -0-0-0-0 ° DATA SHALL NOT PREVENT TEMPORARY 539 ° ° ��� ° � = THE CODE OFFICIAL FROM SALES OFFICE ° o -.___ ._ ---- .. .. ..,.,.....--- ° cp.,- ° REQUIRING THE CORRECTION ° x / / OF ERRORS. OSSC 105.4 COMPLEX 39 0' �� PLOT PLAN n 313.5 315.1° CITY OF TIGARD O oaQoo ° Planning } a Approved by ®ate: 3.(1-19 SW BULL MOUNTAIN ROAD 'nitialS: Sc. / v/ c P POLYGON NORTHWEST (360) 695-7700 TEMPORARY FENCE LEGEND PROJECT NO.: 395-010 0. -____ TYPE: CONSTRUCTION / 7 REVIEWED BY: LOT 232 (R-7) & 233 (R-12) SCALE ������ CEDAR FENCE 10 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE - x- x- WROUGHT IRON FENCE o PDR 2015-00002 PDR 2016-00002-00006 16774 & 16790 SW ROCKHAMPTON LN 1 INCH=20 FEET I RECEIVED C0 MAR 282019 CITY OF TIGARD / 35'-0" / BUILDING DIVISION c U " "5'-0" 5'-0" 5 -05 -05 -05 -0LJ 5'-0" / / / / 1 f ,_ _ , , u 1u u u1 - __ , . , " 1 3'-6" 4'-0" 4 -04 -04 -04 -0„ 4'-0, 4'-0” 3'-6 is / / / / 36"x 24"x REQ'D I AREA WELL FOR b ACCESS.VERIFY _I I ITTI I TTI I I 11 ITTI ITTI ITT! I I I I 11 11 LOCATION i,r3 -1 I I LW LL11 LW I I I I LW I I I 1 LL.1J I„ IF REQ'D 1 S4.2 2 4x8 DF#2 1 1 S 4.1 ' S 4.1 .. (2) 1-1/2”x Co 7-1/4"LVL — \ \ — I 0 a i:iEI- o • 3-.' . N O NW .." \S 4.0/ �1 iO �� 4x8 DF#2 b `CYl p,.RA,y,_ _ • ill ll IE1 IUI 1UI IUI 1■1 1.1 1M1 --• _ `c• qAS)//Nr J5 io -_-_1__I LLiJ LLJJ I 111 Jill 1 1 1 1 LLLI I I 1 1 11 11 Ls 7. ry yP ,F `I= _ z A 1.1', c.,. P.T.2 x 4 W/(2)#5 x 1'-6" -'"F• 4'E'C)sTERC: ���� DRIVE PIN 'SJio'`AI,E-'' io I. T In r.■� \(<-9'il , N, 4, si �13L3 1 2x BRACING-TYP 111111 S 4.0 O FOUNDATION PLAN ,�� EnGREGONFF ,z ler h� 3/16" = 1'-0" illA RASA\ EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OUMENTENTS FOUNDATION PLAN 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. 28' 35' SHEET# THE PROPERTY OF MODERN BUILDINGAHOICIERNBUILDING SYSTEMS x MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE `^- USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS.INC. S 1 .0 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE(503)7494949 FAX.(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ®"E`MoOUTCUR 19;.4.3,3G ,2o�'sterm"'" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR I DATE 11/30/15 1C B TYP. ROOF ASSEMBLY A © •ROOFING •SHEATHING(AIR BARRIER) •RAFTERS •INSULATION 12 __ __--- '''��''�� I�.�•`�,.,. - ---- ---- __ _ ' BOTTOM CLOSURE ___:, 2�.''',---,---IV'S% ---'-- --441/ 444 - ' '''''. , .. . �'� ' 41 A ArAtirfOrf---.---'----- �'�' I I - _ - - �,,♦,�,j Roof/ Plate gli �� — - VAULTED CEILING I ,c 8' - 1 1/8" A. 3 _ ___J co 4., !• TYP. EXT.WALL ASSEMBLY Ln 4! % •SIDING co i �. - •STUDS 'v i' •INSULATION is . •INTERIOR FINISH(AIR BARRIER) 41) 0 OPEN OFFICE z 4. 4', TYP. FLOOR ASSEMBLY FE �'• •SUBFLOOR(AIR BARRIER) , _ 3, •FLOOR JOISTS . cn © •INSULATION • ., - •BOTTOM CLOSURE . 41 iA Fin-Floor Au �� ' I!•'•• AAAAA•• 4 AAAA.� 4414446.4 AAA A 9AA_AI'�AA•• 4444 • _ • •ir 0' - 0" MI II►,� N L —N g MINIM — =NE; 0 -_Grad — — e -2' - 6" A.RAS -Ni N (":„.7 (7-1 O-' z '-`. :.,.. r1 3/8" = 1'-0" U " F z NOTES: PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE A 1:, 21543 4- TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT c?.?, 6,E'C15T6Rc� `�� EXCEED 0.40 CFM/SQ. FT.AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES S•J'ONAL tiv�' OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. <9E0 PRQFFS Nr ,S' THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE �� NI3G31 C . - &ACROSS THE JOINTS&ASSEMBLIES.JOINTS&SEAMS SHALL BE q SEALED, INCLUDING SEALING TRANSITIONS IN PLACES&CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER& PATHS OF AIR OREGON LEAKAGE SHALL BE CAULKED,GASKETED, OR OTHERWISE SEALED IN A yF-'e'' '"1,x,1.���, MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS& LOCATION 711A RASA EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET BUILDING SECTIONS JOB# REUSE OF DOCUMENTS ERN 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28' x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE - _ OTHER USE USED IN WHOLE OR OR PROJECT IN WfTHOUT PART FOR ANY MODERN BUILDING SYSTEMS.INC •0 WRITTEN AUTHORQ11T10N. TEL.FPl10NE:(503)719/9/9 FAX:(503)719;950 POLYGON P.O.BOX 110,9493 PORTER ROAD,AUILSVIL.LE OR 97325 ® , u`, SP4 74'7 1t rn ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 FOUNDATION NOTES W METAL O O WEDGE/SHIM P.T.2 x 6 BRACE AT MAX. w O 5'-0"O.C.AT 45+/-DEGREE 0 26 GA. FLASHING OVER ANGLE.ADJUST 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE w o ICE&WATER OVER 11 #' SPACING TO AVOID PIERS ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING O Iw- 6MIL.VAPOR BARRIER . 4 AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/SOD H. 1/2"P.T. PLYWOOD W/ � 2 x 8 W/(4) 12d AT MIN. • UNDER ALL BEARING PADS. Z ,� r4 (2)JOISTS Z HDG 8d AT 4' &8 O.C. 2. DESIGN LOADS: io n� (BLOCKED) ROOF DEAD LOAD 12 PSF GRAVEL OR SAND FILL i"i _♦_♦_44AROOF SNOW LOAD 25 PSF \ SLOPE AWAY 164414/A� � .`_ 2 x 4 BACKING AT _ ���� FLOOR DEAD LOAD 10 PSF 24"O.C. W/(2) 12d HDG, SIMP A35 W/(6) N8'S FLOOR LIVE LOAD 100 PSF EA END AND(6) 12d HDG 1, EA. LEG Z AT BEARING POINTS ,..: P.T.2 x 8 x 16"CAP WIND LOAD Lambda= 1.0 Vult= 140 MPH(Vasd= 108 MPH)3 SECOND GUST-EXP B + a, CONT. P.T. 2 x 8 ° - ,�, (2)8 x 8 x 16 CMU `. SEISMIC FOUNDATION SYSTEM: Ss= 1.500 Fa = 1.000 Sds= 1.000 _ •(2) 12d HDG AT BRACE __ - �1' A 16"x 16"x 4"CMU RISK CATEGORY II ''� PIER 12dAT6"O.C.AT2x4 �Wm le= 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D FDN DRAIN IF SITE REQ'D g1 - - P.T.2 x 4 W/(2)#5 . .—rt GRAVEL-TYP. ALLOWABLE BEARING 1800 PSF AT AT GRAVEL x 1'-6" DRIVE PIN -TYP. O SIDEWALL FOOTING CAPACITY 3/4" = 1'-0" 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM-FIR, NO. 2&BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCF.AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN w o 'Z' METAL SIMP CS18 W/(4) N10'S EA. END SHALL BE FIELD TREATED WITH 2%MIN.CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK O O (2) STRAPS TOTAL AT BOTH SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING w 0 1/2" P.T. PLYWOOD W/ TOP& BOTTOM - - SHALL BE HEM-FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS p HDG 8d AT 4"&8"O.C. SPECIFIED ABOVE. w w (BLOCKED) 1.#'I SIMP A35 W/(6)N8'S EA. LEG Oi- l-- GA. FLASHING OVER ' 4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. ~u� P.T.2 x 6 BRACE AT MAX. z Ir ICE &WATER OVER ► I- 6MIL.VAPOR BARRIER 5'-0"O.C.AT 45+/- DEGREE ANGLE 5 VENT CRAWL SPACE w/(4) 15"SQ. METAL VENTS(MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER - Z "'"'"" `iral— ""- ili """ ADJUST TO AVOID PIERS ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". PROVIDE MIN 28 x 18 ACCESS C°_� r ''1�,♦ �,,•/��� 2 x 8 W/(4) 12d AT MIN. (2)JOISTS GE-- SLOPE AWAY III!J�_�_ �� ►. 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING \ ;�IG PAD TO AN APPROVED DRAINAGE SYSTEM. 2 x 4 BACKING AT-, r rAlligf. 4 x 8 POST �w�Fo R,AN, ,, c- 24"O.C.W/(2) 12d HDG 4 x 4 POST °% �' 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD OR L&I, EXCEPT FOR THE SUITABILITY OF w '' 2 EA END AND(6) 12d HDG P.T.6 x 8 x V-3"L FLAT " F THE DESIGN TO SUPPORT THE MODULAR BUILDING.APPROVAL AND INSPECTION OF THE FOUNDATION - z + AT BEARING POINTS s ' F : ► AI (3) 12d TOE NAIL TYP .o J r SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. - �' (2) 12d HDG AT BRACE `'r� 21543 '�V iY EACH SIDE o�F kfcisTeR�° ti�'y CONT. P.T. 2 x 8 wk ge�a (2) HE#2 P.T.6 x 8 x 4'-6"L SO/o1nL t- �� FLAT, .— FDN DRAIN IF s ti-* ".; '.�_ �r., SITE REQ'D = I III -----11 - - ��0 PROFFS (3) ROWS OF 12d ��' 13431 • AT 4"O.C. O ENDWALL COLUMN FOOTING a . - P.T. 2 x 4 W/(2)#5 3/4" = 11-0" OREGON = x 1'-6"DRIVE PIN-TYP. ���L`F I80 '7,,���7`' FT//A RASA. EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET O®ERNJOB# REUSE OF DOCUMENTS This DOCUMENT AND THE IDEAS AND FOUNDATION NOTES & DETAILS 2016-KL-03-1 DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING OTHER USE OR PROJECT WITHOUTOLYGON SYSTEMS.INC.. S 4O 4 WRITTEN AUTHORIZATION. TELEPHONE(503)749-4949 FAX:(503)749-4950 P.O.BOX 110.9499 PORTER ROAD,AUMSNLLE,OR 97325 ® :,, ,p°"gVrEgs `am ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR I DATE 11/30/15 36"x 24"x REQ'D GALV. 'ov a AREA WELL Imam ����� �- � --ir 2 -0" �� �.�♦� '�♦�� ACK DE P.T. 2x JAMBS AT SIDES AND BOT. y ,r'•�� (/)6"DIA/HOLE W/ o 4 #8 SCREWS _ i = MIN. 30"x 20" I ' FINISHED r �♦ �*4)I � PL. 1/8"x 1"x REQ'D OPENING I �✓ ; I \, y • .EM III 1/2"x 12GA. EXPANDED METAL W/1/4"GALV. SCREEN J =i ;- ACCESS COVER OCRAWL SPACE ACCESS 3/4" = 11-0" SEE 4/S 4.3 (2) 12d TOE NAIL EA. SIDE-TYP. _ _ --- �♦�♦�♦�♦�����♦���♦�♦�� - C�'Ot /fir �J) (2) 12d TOE NAIL '� 4 x 8 DF#2 M. J WEDGE/SHIM MI TYP. EA. SIDE WEDGE/SHIM . �=P.T.2 x 8 x 16" L CAP al P.T. 2 x 8 x 16"L. �p�FiSki'OJSTERc,G`�y4v CAP °/o \ALE' 16 x 16 x 4 CMU PIER 16x16x4CMUPIER 8x8x16CMU ORP.T. 2x12x24" L (2)8x8x16CMU ORP.T.2x12x24"L. `` (c%F.9 PROF& ''''',/':',..--" r. .+ ;c rDT: N13 431t t y �i. � _• f 1 -- / OREGON .. MID SPA N FOOTING G �T J�O MARRIAGE LINE FOOTING 3/4" = 1'-0" 11q RpS 3/4" = 11-0" EXP RES 12/31/16 REV. DESCRIPTION DATE BYSHEET JOB# REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND E � FOUNDATION DETAILS 2016-KL-03-1 DESIGNS INCORPORATED HEREIN ARE PROJ. 28' 35' SHEET# — THE PROPERTY OFMODERNBUILDING BUILDING SYSTEMS x MODULAR OFFICE . SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY A`. OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS.INC. POLYGON L•r WRITTEN AUTHORIZATION. TELEPHONE(503)7494949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ®F.ECK C'UTEZISZSPYSAGE „;pa' ldin° `°"' ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 'Z'METAL 0 0 1/2"P.T. PLYWOOD W/ w HDG8dAT4"&8"O.C. ♦i Il p 0 (BLOCKED) O F 26 GA ROLL FLASHING :A1 F-. OVER ICE&WATER ` �� Z Et OVER EMIL VAPOR 15"SQ. METAL VENT "�"" F WEDGE/SHIM (6) REQ'D WELL WHE GRADE . _.. ..._.. ................... . . ...... ...W z BARRIER SIMP A35 W/ N8'S EA. LEG iIllm, ♦♦♦♦♦♦♦♦� P.T. 20).( .6 BRACE AT MAX. i' 4♦�... .e. ♦��A♦� �� ' �I' '' '' 411 1 5'-0" CAT 45+/ _ E-- SLOPE AWAY DEAL1 T • � ADJUST TO AVOID PIERS12 1 n: 2 x 4 BACKING AT -- 1 24"O.C.W/(2) 12d HDG `. 2 x 8 W/(4) 12d AT MIN. (2)JOISTS . ` EA END AND(6) 12d HDG1 4 x 8 DF#2 FLOOR JOIST AT BEARING POINTS_ 1 `", SUPPORT BEAM , (2) 12d HDG AT BRACE t << al , P.T. 2x8x1'-3 LFLAT CONT. P.T. 2 x 8--1.- ----7-7,7---::, ,,,,.,, — � 8x8x16CMU i FDN DRAIN IF _ 1�':::r 1;v c �' n SITE REQ'D —_ --_ SPI 1 ----, I 1--I I n I — ; 1-- 16 x 16 x 4 CMU PIER 12d AT 6"O.C. it NOTE: SEE SHEET S4.0 FOR TYP. AT 2 x 4 NOTES&DIMENSIONS - P.T. 2 x 4 W/(2)#5 x 1'-6"DRIVE PIN -TYP. ENDWALL FOOTING AT BEAM FOUNDATION VENT O3/41. = 1'_0"1 ' 3/4" = 1'-0" .. _♦_♦-♦_♦�♦�♦'♦`♦.♦.♦ �, RA6 ..S. Ot VCASN �' ~ (2) 12d TOE NAIL �� 4 •x 8 DF#2 W "p� ,Z EACH SIDE , z (2)6d DUPLEX '0 4'' r OR(2) N10 �! 16 x 16 x 4 CMU PIER �'"F, ; 21�' c� w4 FCISTER OR P.T. 2 x 12 x 24"L. SO/O\AL£yG 6000# PRE-FAB ik METAL PIER - 1 -- c� 13431 C . " 11 O ALTERNATE MID-SPAN FOOTING ��� OREGON �� 3/4" = 1'-0" ti>. ' S 0- ARA EXP RES 12/31/16 REV. DESCRIPTION DATE BYSHEET JOB# REUSE OF DOCUMENTS ® � FOUNDATION DETAILS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING AIBUILDING SYSTEMS PROD. 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANYRN= I IN Y L.u • S 4.2 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TFLISRHONE_(503)749-4949 Mk(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ® INC,20,oda�"'�°�'�'8 6WA ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 ROOFING RIDGE VENT HOLD PLYWOOD& ROOFING 7/8" BACK FROM EA. SIDE OF RIDGE ROOF SHEATHING INSULATION W/FS-25 2 x 3 FILLER x 9" L.AT - 2 x 4 x 18"L. VENT 24"O.C. W/12d EA. END CONT. BUTYL STRIP SPACERS AT 24"O.C. T ROOFING RIDGE BEAM TO END RAFTER GUTTER FLASHING --moi... T RAFTERS _- _ CONNECTION SEE DETAIL 2/S 4.4 (2) 1-1/2" DIA.VENT HOLES ‘ 411 T 1--- Atrn (OR 1-1/2"x 4"NOTCH) rl JSCREENED PER RAFTER BAY , '' y I`FASCIA ! `,....„...,._ 2x RIM JOISTW/(3) 12d b END NAIL TO EA. RAFTER ; V 4'-0"MIN. PLATE SPLICE �• HU210 W/(8) 16d AT W/(12) 12d EA. END-TYP. . 01 \ [{ RAFTER&(4) N10 EA. END MI BEVEL BLOCK INSULATION W/ — r AT BUTT JOINTS-TYP. 'Z' METAL&BLOCKING AT SIDING FS Z5 it JOINTS(WHERE OCCURS) c�, 12d AT 24"O.C. (3)5/8" DIA. M.B.'s OR �` P I \ "L" BEAD-TYP. STUD W/INSULATION � 4, 12d AT 6"O.C. AND WAOSHERS ASD W/ RIDGE BEAMS SIDING �Ilr�. INTERIOR FINISH SHOWN ON FLR PLAN OTYP. SIDEWALL EAVE DETAIL O ROOF MARRIAGE DETAIL 1" = 1'-0" 1" = 1'-0" SIDING STUDS W/ 4 INTERIOR FINISH 5/8"THREADED ROD WI INSULATION . -� WASHERS AT 6'-0"O.C. & 8d BOX NAILS +/-2'-0"FROM ENDS SUBFLOOR AT 6"0.C. 1 SUBFLOOR SUBFLOOR (ADJUST SPACING AS —� REQ'D TO AVOID JOISTS) i� Alk �..-;'. . r. .....,. ,Y\A.RAS wr cp 1%A.RLIP BARRIER WRAP ._. .'..,-IL A. _._ ....., ... w�fo i% l01 SIDING W EDGE OF � ♦ ioin-wvai� U y _F -z- z A� 21543 4� OFFSET RIM INSULATION W/FS-25 FLOOR JOIST \ SIMP. LU26W/(6) o�FssioNAL S-'1- N10'S TO RIM & (4) SIMP. LU26 W/(6) N10'S INSULATION W/ N10'S TO JOIST RIM JOIST TO RIM &(4) N10'S TO JOIST FS-25 RIM JOIST RS, PROFF , N.,F.SS,� 4 2 • SIDEWALL FLOOR DETAIL FLOOR MARRIAGE DETAIL �� 13431 1" = 1-0" 1" = 1-0" OREGON �t�A_ Eo; tF 1`�F �� %/i c' dill A R ASA EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET REUSE OF DOCUMENTS ®®ERIN DETAILS JOS 2016-KL-03-1 DTHIS DOCUMENT AND THE IDEAS AND THEIGNS PROPERTYOFM ED MODERN BUILDING PROJ. 28' x 35' MODULAR OFFICE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS SHEET SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS.INC S .3 OTHER USE OR PROJECT WITHOUT POLYGON 4-7' WRITTEN AUTHORIZATION. t1Ft�tiolaE(503)749-4945 FAX:(5m)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSIAUE,OR 97325 MOOER,°NB&3L0mG 1 NC.20115' "1QSJ1 "EW'" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 1 C.-.) RAFTER W/(4) 12d E.N. TO L.V.L. CS18 W/ (6) N1O'S _ EACH END - — (3) 12d SIMPSON A34 W/(3) N10'S EACH LEG 12dAT6"O.C. STAGGERED . SIDING INTERIOR FINISH 1111.Ag 2x BLOCKING STUDS W/ / SIMPSON CS18 W/ _� AT 4'-0"O.C. (4) N10'S EACH INSULATION ► / END-TYP. 4 x COLUDF MN 2 8d BOX NAILS AT 4 _,.\A.RA,s;tf 6"O.C. ► SUBFLOOR END RAFTER-TYP. .w Foe AS,,,N l Q) , in !win LIP BARRIER WRAP Im �. 1 .o !, cz 8"BELOW EDGE OF l ',� ♦ I -0 215" o e4' 1��� , �� '�.6 ye1-1STBRF A, 11 SIDING I,'i''►>/__ I ss �G CS18 W/(6) N10'S > fOKAL�' OFFSET RIM INSULATION F 25ION L.V.L. BEAM-TYP. EACH END f �EDPROF ( h. SS FULL BEARING(RIM7 �� Nt3a31`F DBL. END JOIST OR BLOCKS) cr 1 - ENDWALL FLOOR DETAIL PLAN VIEW AT CHORD TIE END WALL COLUMN DETAIL F 'F�-OREGON , 1" = 1'-0" O 1" = 1'-0" 0 1/2" = 1'-0" TT11A RF,`D EXP RES 12/31/16 REV. DESCRIPTION DATE BYSHEET JOB# REUSE OF DOCUMENTS ERN DETAILS . 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING I31JILDING SYSTEMS PROJ. 28' x 35' MODULAR OFFICE SHEET# USEIN HO.AND ARE NOT TO A . USEDE IN WHOLE OR JIPARTW FOR ANY S I ., ; 1 Y T POLYGON OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. 1F1EpHONE(503)749-4949 FAX:(503)749-4950 4 P.O.BOX 110,9493 PORTER ROAD.AUMISVILLE,OR 97325 ( 144HErDECRNUTBUGUartrgPIN 01°s'""'"'''"s'W" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 10,-0" r N 2, I RECEIVED (TYP.) ‘F r) N 0 < 0 6x6 TREATED POST ON SIMPSO MAR 0 7 ., •,•':-\ 0 ABU66 POST BASE(TYP OF 4) CITY OF TIi GARD l IIIIII t - _.) cl, \_c•\ , G7 Dlivisto 10-0 w 4"CONCRETE SLAB ON MIN L_ 1Y " I- 0 \---' 6"OF CRUSHED ROCK \J\ = \ © 18'-2" < 12"0 x MIN E 18"DEEP CONCRET ., BUILDING MI t c./ ,\----, i- PIER-MUST TERMINATE ON ).-x 1 9_ c . fIRInIKIAI qr111 (TYP (IF 4.) krit' _ ---/ 1717.17 i 1.. J 1 I,i _ ___ , I Ul 3£ -iI li I 0 Aft illir Ik W Q- - 1 V — , --,, ,,,4*# CO t . _____1 Ail "EPLACE(E)DOUBLE 6x8 x REPLACE(E)DOUBLE 6x8 'c cl)" < 4'-6"-LONG FOOTING WITH(N) 4'-6"-LONG FOOTING WITH(N) \\ DOUBLE 6x8 x 7'-0"-LONG FOOTING DOUBLE 6x8 x 7-0"-LONG FOOTING I 1 L..j _f I --I . . >— z Z . < CL z I 0 D_ 0 J 0 i I i F- 2 co _J LU _.J Z 0 WY VIP D CO o i 0 r—-1 F- I- III ,..... CZ < Ct 4--\ 4.1—C k....126) 0z 0 18'-2" 12"0 x MIN 18"DEEP CONCRETE-/ PIER-MUST TERMINATE ON 0 ORIGINAL SOIL(TYP.OF 4) Z 0 CC 0 ›- 4"CONCRETE SLAB ON MIN. __ 00 pRop ,. . 10-0" 6"OF CRUSHED ROCK (4C4 tiv$,G I N E- S>10-..6. \ >. 0 III st) Lu 1 SALES TRAILER ENTRY FOUNDATION PLAN cc 0 Li- g • • 6x6 TREATED POST ON SIMPSO .........i Z SO.1 SCALE X,=1 0 1 / 13- ABU66 POST BASE(TYP.OF 4) S1 0 _J I__ 0 (TYP) OREGON— I- r---1 ..__Ffg F- Z H 4 4 IJJ 2(y- 10 -0" .., -201 9 J 0_) v j,„< 0 _ 17(PIRES:6/30/20121 ' 35-0" *- O 11 10' „ 4 J N I ® (TYP.OF 4) N O Qv / #2 DFL 2x6 CEILING #2 DFL 6x8 BEAM--...„ JOISTS©24”O.C. 2 DFL 6x8 BEAM V ALL(N)WINDOW AND DOOR HEADERS AT EXTERIOR #2 DFL 2x6 RAFTER I` „' WALLS SHALL BE SUPPORTED AT ENDS WITH(2)#2 DFL _� __#2 DFL 2x6 RAFTERS CV 2x4 STUDS(ONE KING STUD• ,ONE TRIMMER) @ 24"O.C. 10-0" _________1_____.---42 @ 24"O.C. 11" N R 3'_f"-42,-0" .1 6,0" i 2,_0"-I-3'-0" 3'-10" z \� 3 I I Rl, z S1.1 I 2)#2 DFL ®t CS_:) C\\ / 2x6 HEADER ].1 i i lam #2 DFL 6x6 HEADER C0 - I FASTEN RAFTER T z p o 7 t 0 -4,1 • WALL TOP PLATE ® W o J L. m Q > 1 N co,,,, WITH SIMPSON A35 a S �, , 0 i FASTEN RAFTER TO @ 6'-0"O.C. RESTROOM T-0" o co N j • ° // WALL TOP PLATE v W oM N - . g WITH SIMPSON A35 `� \j N 9,_�., N p J O 4 @ 6'-0"O.C. owLi-w N CEILING LOAD BEARING OK ON �>g u O �'� \� THIS WL LL(NO ROOF BEARING) W m w �? 9- 03 I._.. • 3 C z z v 14,_0, �.. J XISTING(4)1y"x 24"MURPHY 3100 z \ N p Q Fb 2.0E LVL RIDGE BEAMS,PER Az Q3 ._) co x>p k CITY-APPROVED PLANS BY MODERN — II U 0 0 0 m z EW#2 DFL 2x6's @ 24"O.C. BUILDING SYSTEMS DATED N _ (2) N O z z a-g O OVERFRAMING EXISTING ROOF NOVEMBER 30,2015(TO REMAIN) c:-.-D Q #2 DFL J- J F a w z 0 �1 2x6 HEADER oNv u)aI--z 4'-0" 2 U¢ OFFICE 2 2 w h>-w 7 -1 DFL 2x10 RIDGE LJ f.5 S1.1 10-6" U jr, E)4x6 COLUMNS z O F TO REMAIN •— : '77,_ •— — — • • ---- •— ' = ^ —:= ' = .— :=:= . — : '= : = .- I 28-0" 5"-1 • ' = z 0W� --- 0 ALL INTERIOR WALLS ` (E)4x6 COLUMN ® C7 z0 SUPPORT NO ROOF LOAD 2,_9" r TO REMAIN CEILING LOAD BEARING OK ON Z o OF H in Z Z W J J N -1 DFL 2x10 RIDGE Q 6'-8" THIS WALL(NO ROOF BEARING o_5;t,n.5 ^ Q Y pZoj 0- pWoN� I 3,_0„ H �� EW#2 DFL 2x6's @ 24"O.C. FASTEN RAFTER TO--------------.- O-� 4 ©2 m o ' OVERFRAMING EXISTING ROOF cc WALL TOP PLATE 0 �1 WITH SIMPSON A35 S1 1 �m w u V _! @ 6'-0"O.C. 2)#2 DFL 2x6 HEADER rW n 0 w O U O U.G z z v .... (2)#2 DFL 2x6 HEADER rr J O J N p ' ¢H � CO, CO4'-0" OFFICE 1 10-0" x2 J0Zr ''OPap c v 8,3.W2g• Z ¢cn¢zlc ASTEN RAFTER 70 M S1.1 ,..t.,>_,_,...„, - S. - WALL TOP PLATE T W 2)#2 DFL v r 3 O < 3 WITH SIMPSON A35 �L V I4 2x6 HEADER _ S1.0 — — — m 51.0 @ 6'-0"O.C. I"H I... W I r w #2 DFL 6x6 HEADED d N 0 0 (2)#2 DFL 2x6 HEADER R2)#2 DFL 2x6 HEADER 0 ��/ I I —2,_10„ 4,-0„ 8.-4" - 3'-6"• 2'-0, 6,0„ 2'-0"-r-3'-0"—,--3'-10"--, Op PROF (,r' J o /QD • VERIFY THAT EXISTING 732"T1-11 WALL #2 DFL 2x6 RAFTER I -----1--------#2 DFL 2x6 RAFTERS SHEATHING IS FASTENED WITH 6d NAILS @ 6" @ 24"O.C. Oy J O.C.AT EDGES AND @ 12"O.C.IN THE FIELD @ 24"O. <v �/ ._# Cr 100 ; • #2 DFL 2x6 CEILING G t} CL J LL 0 #2 DFL 6x8 BEAM-------------1 JOISTS c@ 24"O.C. I 2 DFL 6x8 BEAM w 1 SALES TRAILER FRAMING PLAN Q OREGON I— F-- _ ~ O SO. SCALE ik•=i-o• (TYP.OF 4) 101-0„ 1 �� �h/"31, 0Ll.l CO J U 6�/S —2019 v O � O EXPIRES:6/301'2019 4114 4, Dy D m r m m o —1 D D F m m D E � z m H r 0.\,2-)s 18 1%1., � D O � z p „fop til CLIENT: POLYGON NORTHWEST COMPANY JOB TITLE: POLYGON AT BULL MOUNTAIN '4411441 STRUCTURAL SALES TRAILER 4718 NW bfIA 51121" FO -11-A1\12, 02;6ON197229 LOCATION: TIGARD, OREGON OFIC;: 971.26.542/- MOL311- , 971,645,0901 'AX 888. 96,296 b;\1N S@V151"ASt UCL2A, COM . , . • , . tlit4 40 CJ) cn P > > r- *. m m Cl) (Ti eD H Ca --1 7:3 X > > F F m m 7J i . r- 7J m . ) m H I m -I r- m IT r- rrI > < -I > --I Z 6 Z ftel .$. (es4)P in-,N `51•1‘p 8 vrt4 CLIENT: POLYGON NORTHWEST COMPANYS TA JOB TITLE: POLYGON AT BULL MOUNTAIN (1 * — STRI UCTURAL - ENGINEERING , LL SALES TRAILER 4718 \IW 1%11-1A 5-111" 90A1\112, OO NI 97229 LOCATION: TIGARD, OREGON OIFla 971.22/- 0 M01311- : 9710901 0 FAX: 888. 96 2%8, 0 2N1\115@vls17\svuc-L, AL,Com d I •x6 TREATED DECK POST ROOF SHEATHING:X6"APA-RATED PANEL # O FASTENED TO RAFTERS W/8d NAILS @ 6"O.C. AT EDGES AND @ 12"O.C. IN THE FIELD N V SIMPSON ABU66 POST BASE DGE NAILING LI , Q v ,: ONCRETE PIER ril- EDGE NAILIN O • Uy IIIIIIIIP Z "\ © 'AFTERS PER PLAN AND FLAT MI` O VERTICAL 2x4's @ 24"O.C.BETWEEN c , DECK POST BASE NEW%6"APA-RATED PANEL(SHOW (N)RAFTERS AND(E)2x RIM WITH HATCH)FASTENED TO STUDS 0 0 S 1.0 SCALE:r'=1 0" W/8d NAILS @ 6"O.C.AT EDGES 1" -f, 0 AND @ 12"O.C. IN THE FIELD. 'nI N CQ REMOVE EXISTING SHEATHING AS I REQUIRED AT EXISTING 2x RIM E)2x12 RAFTERS @ 24"O.C. . Q T N ROOF SHEATHING:746'APA-RATED PANEL EDGE NAILIN FASTENED TO RAFTERS W/8d NAILS @ 6" 2x6 BLOCKING BETWEEN CJ'S 1.••• cy 03 O.C.AT EDGES AND @ 12"O.C.IN THE FIELDAND RAFTERS TOENAILED TO Z CO BEAM WITH(3)8d NAILS m CO U (33 CEILING JOISTS AN ' ` >< 3) 10d NAILS TO RAFTERS, BEYOND O _ FASTEN EACH CEILING ASTEN TOP OF COVERED PORCH RAFTER, PER �m�i �p���' JOIST TO RAFTER ' BEAM TO SIDE OF ADJACENT TRUSS UM UM WITH SIMPSON TS12 STRAP PLAN(TYP.) �,, 111�� 111 /I11 ;y �i FASTEN(E)2x RIM TO(E)2x TO' �� PLATE WITH SIMPSON LTP4 @ . 11) 2'-6"O.C.AT COVERED ENTRY E)2x6 TOP PLATE >- EACH CEILIN Z JOIST FASTELTO WOOD BEAM �® Q Z WITH SIMPSON H2.5A SIMPSON LCE4 ON BOTI I / H OOD BEAM PER PLAN FACES OF POST/BEAM 2 Z 0 D SIMPSON LCE4 ON BOTH 0 0 FACES OF POST/BEAM I 2 (I_ J .x6 POST LU J Z�` D 0 = CO O 2 COVERED PORCH BEAM CONNECTION 3 COVERED PORCH SHEAR TRANSFER DETAIL QCt S1.0 SCALE:1"=1'-0" S'1.0 SCALE:1"=1'-0" 0 7 0LU Z 0 p Z Ct PRo O Q ,��� RFs O J W O ��g *-14' E , �'i0 J J (Z )1 O Q z .• J F- 0 OREGON i i 1— Z F— CO Q %,*.31, ,\4 W CO J U 49--- - -2019 U O co O EXPIRES:6/30/2019 E)RIDGE VENT,AS SPECIFIED BY MANUFACTURER ON PREVIOUSLY APPROVED PLANS BY MODERN (E)(4)1y"x 24"MURPHY 3100 F BUILDING SYSTEMS DATED 11/30/15 I 2.0E LVL(FASTENED AS4 SPECIFIED BY MANUFACTURER) E)ROOF SHEATHING,AS N O E)2x12 RAFTERS @ 24"O.C. SPECIFIED BY MANUFACTURER Q c (E)2x12 RAFTERS @ 24"O.C. ON PREVIOUSLY APPROVED �y z 0 v - PLANS BY MODERN BUILDING L. = SYSTEMS DATED 11/30/15 3 L Q / ''''.--...„........„ A35 @ 6'-00""O.C. 3 E lum ir: ,ei N)#2 DFL 2x6 VAULTED >Ul * NCEILING JOISTS @ 24"O.C. \\IIIV 4, \ N CO (SHOWN AS HATCHED) �7„ors. r� i I E 2x6 TOP PLATE -----'*a""”) S)- NI s. N E)EXTERIOR WALL (N)#2 DFL 2x6 VAULTED N)#2 DFL 2x6 VAULTED Az s . \.. ._ \,( Z eO CEILING JOISTS @ 24"O.C. CEILING JOISTS @ 24"O.C. AVCQ U (SHOWN AS HATCHED) (SHOWN AS HATCHED) " X O < SIMPSON LSU26 SLOPEABL JOIST HANGER AT UPPER END OF EACH CEILING JOIST 1 SECTION AT FRONT/REAR WALL 2 SECTION AT RIDGE S1.1 SCALE:1"=1'-0" S1.1 SCALE:1"=1'-0" >- Z Z_ Q 2 z E)2x12 RAFTERS @ 24"O.C. 0 r. E)2x12 RAFTERS @ 24"O.C. 0 0 >� N)#2 DFL 2x6 VAULTED A35@6' 0"O.C. CEILING JOISTS @24"O.C. = m 0 / �''�►�� AA (SHOWN AS HATCHED) �W iii/i.'� Ct /X11 4)2x4's LAID FLAT,FASTENED 0 '`i O �`T TOGETHER WITH 2 10d NAILS z N)#2 DFL 2x6 FLAT CEILING ►�/ @ 24"O.C. z 00 a JOISTS @ 24"O.C.(SHOWN AS 2x4 BLOCKING BETWEEEa z N-( HATCHED) CEILING JOISTS irO PROF O J Q E)2x6 TOP PLATE �" 2x6 BLOCKING FLUSH WIT / A& `g-N" GINE,R -41, 0 I-1-1 J J OFFICE#1 FACE OF WALL ' y EL N)#2 DFL 2x6 FLAT �' / 0 . • G= • • . E)EXTERIOR WALL CEILING JOISTS @ 24"O.C. il, '� a. W Z OFFICE#1 OFFICE#2 (SHOWN AS HATCHED) OREGON I- -I I- 0 �� `�1/.31 �- Z E- W Q -3. SECTION AT REAR WALL OF RESTROOM 4 SECTION AT WALL BETWEEN OFFICES -Ws Y� W m U sti SCALE:1"=1'-0" 1.1 SCALE:1"=1'-0" - �- -2019 U 0 � 0 EXPIRES:6/30/2019 C , (E)T1-11 SHEATHING FASTENED (E)T1-11 SHEATHING FASTENED4 \-- c, e_ WITH 6d NAILS @ 6"O.C.AT ASTEN(E)WALL BOTTOM WITH 6d NAILS @ 6"0.AT ASTEN (E)WALL BOTTOM 0. O EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) INTERMEDIATE FRAMING 16d NAILS @ 16"O.C. INTERMEDIATE FRAMING 16d NAILS @ 16"O.C. • OV �(E)/4 SUBFLOORM... VII (E)2x8 RI (E)2x8 RIy 1 U O Z E)3/4"SUBFLOOR S . (E)2x8 JOIST (E)2x8 JOIST >m * : tl N OQ 1 FRONT/REAR WALL BOTTOM PLATE CONNECTION ©CABLE END WALL BOTTOM PLATE CONNECTION S1 .2 SCALE.1"=1'-0" glip SCALE:T'=1'-0" `- V, O''''''''''''''') V I N C ys . \._. vc ail COZ w CZ CeO Q >- z z Q Q 0_ 2 z 0 D 0 0 F 2 w -J z D 0 s CO 0 � F- W Q 0 0 Z z Z 0 c a 7GINE \oPROP0JJ0J'° 4 7Jz0 Q •Z• 4 CL W F- 0 OREGON z f=- W Q *441_441k. 39, '" W CO _1 0 - 2019 j - O EXPIRES:8/30/2019 /