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BUP2O16-00235 : . S1T2016- 00017 qq nn- n• O ti: i !r. .. •..;,:.:.,.1.. moi. a `�ri . . .. PAI : - is : . ', ., .. is ..,... — -- --- ...:: —.:.... .. ...— ' TS • i • l:iv ,,,. - . . .... ., . .. 4144 µ • 1..' ,ELEVEN ENGINEERING&DESIGNLLC' . ntflir _, , - - - : " - :2432IE59thAVENUE-- yr , �z PRy4tD6ON • 972138970 SW R ` A : �ET, TiGARD, OR % ;;. U97 :1�19x : WWW.11-ED.COM c • • • • • • • - OWNER CONTRACTOR: Nit • ARCHITECT { TBR • PACIFIC RIM MARTIAL ARTS ACADEMY RADIAN CONSTRUCTION STRUCTURAL ENGINEER �7 i„0 TER Wen 4.. airii • ELEVEN ENGINEERING&DESIGN - CIVILENGlN£ER • • 8970'5W BURNHAM STREET 29801 NE 41st AVENUE ELEVEN ENGINEERING&DESIGN DESIGN.BUILD TRADES Jt LAND,OR: • 2432 NE 59th AVENUEPACE ELECTIRCAL 6463 -TIGARD, OREGON 97223 LA CENTER,WASHINGTON 98629" 2432NE 59th AVENUE 5000 MEADOWS ROAD PORTLAND,OREGON 97213 PORTLAND,OREGON 97213 • LAKE.. . CT G A OREGON 97035 ^•. FIRE AARM "1:7.11‘ ¢� CONTACT: MIKE MARTYN CONTACT:DAVE WHITNEY CONTACT: NATE CARTER CONTACT:GREG SHEA •.CONTACT:BRIAN LEE MECHANICAL OF Q MIKE©SISUCG.COM DAVE@RADIANCONSTRUCTION.COM NATE.CARTERIg11-ED.COM 971.404.4512 971.344.1919 GREG.SHEA�11-ED.COM B @PACEENGRS.COM PLUMBING 503.4832.8854 503.597.3.597.3222 • } PACIFIC RIM A: MART AL ARTS PROPERTY LOCATION PROJECT DESCRIPTION DEFERRED• SUBMITTALS `` DRAWING INDEX EMY AC D PROJECT SITE I: THE PROPOSED DEVELOPMENT IS TO EXPAND AN EXISTING MARTIAL ARTS DOJO THROUGH ADDITIONS:ATTHESTEET ELECTRICAL PLUMBING8970 SW y�: '1.‘;:' , FRONT:ANDREARPORTIONSOFTHEBUILDING.THEEXPANSION.INCLUDESAPARTIALDEMOLITIONOFTHEEXISTttt ' FIRE At ARM ISSUE LOG • 47 LOBBYLOCATED TOWARD SW BURNHAM WITH THE CONSTRUCTION OF A TWO STORY ADDITIONI$iZ31tEACE.THF £fiHIC FjLTAGE SECURITY N 3TREET11tONT A0DR10N WILL CONSIST OF THE MAIN ENTRY AND B , , ' - LOB YON THEGROUNDL -,' MECHANICAL SIGNAGE i- , F- � nF 4 Ei1EL . : i?RR►ATE DFI TIGARD:439E60 LANDSCAPE DRAWING INDEX uWi " w s SktALE'AND THBSENSEI LANGING'AOOM ON THE SECOND LEVEL.THE REARADpI710N WICI LplgQl %tsiT({ • It".. r� eb'" �:' @g v s -3HE POKI PRACTICE AREA;-FITNESS AREA,CHANGING ROOMS FOR STUDENTS,STORAGE,AND}RQNbRIFRQGIi+J;SI{E" . I I • - „ .: IMPRb�IEMENTSAREPLANNEDAND CONSIST OFPARKING LOT IMPROVEMENTS ATTHE REAR06 _ : • CC 1:';' • '' IANDEFERRED:SUBMITTALS DESIGN CR#TfiA'. . a " Ili aN .; -. DSCa4P NG M RO 5 I .I. P . VEMENT ALONG THE STREET FRONTAGE.THE DEVELOPMENT PLANS ON1yAAtA Tjt[:_. y, OBSfiING CURB CllfON BURNHAM STREET. SHEET EET TITLE ? • ' l • ;14;•,•:4EF`ERRED:SUBMITALWORK SHAWL BE PROVIDED UNDER A SEPARATE CONTRACT AND PERMIT. GENERA \. :.. :i. REVISIONS >- :` • DEFERRED. l• L SH #,.. DESCRIP .f N DATE ,:. . SUBMITTALS '; BMI r..:. S • • r M € :. ::>s' .. :-.;: `'s S•;IST�,EISGN-BUILD CONTRACTOR'S RESPONSIBILITY�IBILI TO610.0 CODE SUMMARY00 COVER T o:,h ID LLD DOCUMENTATION RFC{ LE • " �.' PLICAB • I '. • CODES TO PROVIDE A bCUM `LIID Tx)TgBiRtN P RIbIITS FOR 6101 CODE PLANS • • TH SCOPE• CIVIL WANING C'b>5 N UNF3ER 3 'THE OWNER,ARCHITECT,AND THF SUB CONTRACTORS ARE fel ESPON${SLf'FOR ADDITIONAL • • 'r ,w ' - " "COST INCURRED DUEAq OVAL Cl EXISTING CONDITIONS S 4:4 4kii " = DESIGN E CON $ tR • TRACCyR' Sk7 OMISSIONS. GE &UTILITY Rl AN • TO CIILD I &ER • " C3 I ' B.. . 4. ELECTRICAL DESIGN BUILD CONTRACTOR WILL COORDINATE POWER.SIGN:; AN { • to % '• A D LIGHTING DESIGN. . PROVfpE.CALCULATIONS IMC C2 SIT .., - r ARCHITECTURAL RaD oN cot�TRr CONFORMANCE STAtf Et;1T{C 41 CODE ENERGY O$'xta,.'y '• 3 NG CODEAND CODE. A100 SITE PLANS .° 4. L • 5• ELECTRICAL DESIGN,BUILD.CONTRACTOR WILL REVIpMTHE DRAINING SET AND 3ilEET WITH THE A2A210 NEW FLOOR PLA S : , • OWNER TO FINALIZE THE MCA. CT POWER LOCg7{O}S;REQUIREMENTS fQk�IPjYjENT1I(iH1MG: • K LOCATIONS, PHONE/DATA:OUTLET LQCA'TIONS;ETC..i ELECTRON.DESIGN WI =P' _' E GED FLOOR PLANS FOR CODE REQUIRED AND MAINTENANCERECEPTACLES. RQVIDE REFLECTED CEILINGP AN • ..-- A230 of • A240 L • •' +s,•. A - +-' 6. ALL DESIGN-BUILl3ONTRACTORS WILL COORDINATE Tti1IR+tiNORK VVITi<'}T{E t4F3Lt11TECT AND ALL A310 NEW EXTERIOR ELEVATIONS • • � • OTHER.I.TRADES PERFQRMING WORK ON THISPRAJECT. . • . y City of Tigard Erosion Control '�.� • .':'' A410 NEW BUILDING SECTIONS, • • T 7 FINAL RECORDS AND AS BUILT DRAWNGS TO BE PROVIDED-TO THE ARChTECTFOR THE OWNER'S • • A61.0 NEW STAIR PLANS&DETAIW$ • ;.' ion: A810 CONSTRUCTION ASSEMBLIES • hedula nspec 1 (5 3) 63 Call 9 417 5 To ions° PSCHEDULE • "' A910 OPENING (r s. P;ic�t O I�e� on7 + s 8. • '' .ELECTRICAL DESIGN•BUILD CONTRACTOR�I.8ERESFONS;gEE TO yER-Y'/yLL DEVIC):S, STRUCTURAL Final• tnsr '. ion: "°' " INCLUDE BUT NOT LIMITED TO,STROBES;A UMCIATERS,ANt3EGRESS:LIQJ TNG,REQUIREDD 8Y • ALL APPLICABLE CODES.POWER AND LIGHTING INLCU0ED IN..THIS b*CUMST IS TO REFERENCE • 5201 FOUNDATION PLAN • PURPOSES-ONLY. S202 • Pr�rron�n amici, SECOND FLOOR FRAMING PLAN , ` • a • �ERTY INFORMATION s203 ROOFFRAMINt 'PLA - • y� • ABBR TJ*,✓NS 3204 SHEAR WALL PLAN N • • ► DEFEAT= • $401 FOUNDATION DETAILS • &Tro5pdnktet . •�. AC ASPHALT PAVING UIS SCALE _ S501 FRAMING DETAILS .. • troAiatn .,,,• • FE FIRE EXiiNG HER d33;. 8970 SW BURNHAM STREET ACOUS ACOUSTICAI. � S502 FRAMING DETAILS • Mechanical T FIN FINISH • NTS NOT TO gp t • TIGARD,OREGON 97223 AD AREA DRAIhk (N) NEW 'SY)tA. INIfTRICAL • •. Plumbing " . ALT AL?ERNACE NO OR# CONTRACT FRAMING DETAILS • • • FLASH. FLASHINGS503 • FLR FLOORNUMBER 5504 Electrical il31C1loN- CITY OF TIGARD ALUM ALUMINUM FOG TFIK rt.� FRAMING DETAILS • • • • truss Bn In ctl¢ NIC NOT IN -- 3 R .....,, .FACE Ot�CpNCRETE ARCH ARCHITECTURAL FOF FACE OFEINISH FRAMING . Shop MU-CBD(MIXED USE-CENTRAL BUSINESS DISTRICT) BD BOARD '`' FOS `FACE OF*. UDSOR STEEL• OC17 • • w Othca OVERALL • CRU S505 IAY.T31lCT: TIGARD DOWNTOWN PLAN DISTRICT FT ;FOOT, FEET ONCENTER • ::= T - � �°SSS • .. ........ AMI G DETAILS BLDG BUT', OD'• OUTSIDE DIAMETER T;0' t100PLANTING PLANTS RFJ1:°;`--:;;`';' FANNO BURNHAM,STATION AREA OVERLAY BURPING • FURR "FURRING • :•.-.‘,,,Nr.,..,...,„,.::. • LANDSCAPE ' . • BLK'G BIASING s:' OF/CI OWNER FURNISHED/ { r ARB - _ L101 "" !PLANTING DETAILS ` • ' I I PERTYi R462243 - B.O. BOTTOMOF CCMtTRAGTER INSTALLED } , . T61JFN{I4L7. GA GAUGE OPHD OPPOSITE HAND jyp!;. TYPIAL LEGEND: BTM BOTTOM`' GALV • GALVANIZED ( ( =ISSUED AS PART OF SET £ID ft ' !,. 2S102AD02700 G.B. GYPSUM BOARD • • OPNG S) OPENING S) = •_ CLG GETTING GL GLASS UON UNL OTF1• SE •'=ISSUED FOR INFORMATION ONLY tREA 16,118 SF CLR CLEAR P I/(M. PLAST C.{AMINATE NOTI FRIM OMU CONCRETE MASONRY UNIT HC HOLLOW PLAS:,' PLASTIC ` • +1G FOOTPRINT: 5,595 SF CONC CONCRETE - HDWR HARDWARE ' VERIFI ea COLUMN PR PAIR : ' VERT1Al PT PRESSURE TREATEDREVIEWED I3 AOR CO ?G TOTAL BUILDING: "6,133 SF CONT CONTINUOUS HGT HEIGHT_• "`' 1.,:,;:tivia...-H:::.1.,....1VVVERE141• F % VeR1FYNrIELD +ji1 11 �h� PTD PAPER TOWEL • C.T. CERAMIC TILE HM • HOLCOVVMETAL DISPENSER 'y"7 t yjpDPPorl iCI}I`YQF",t'I� • PROJECT#. DRAWN;BY: HORIZ HORIZONTAL PLYWD PLYWOOD NN"" yyO OTCs fYilL /iSDBQaCODEDMPLTANa 18-016 NDC DBL DOUBLE PNL PANEL 4{ATFIOUT lir DEMO DEMOLISHED • INSUL INSULATIONDE � R .� • °" WP WATERPPF Permit ► ir�, e,► • _:. DATE: R RADIUS :.: �1Jd[Eta1t• �+ • ►� •,'. DET DETAIL INT INTERIOR .4.4',• 42 • • x 22•AUGUST 2016 ""`'�.5 RD. . ROOF DRAIN DIA DIAMETER REF REFERENCE Suit ,• ' yp., , " SHEET TITLE: • DN DOVSIN JAN JANITOR REINF REINFORCE(D) ' '' ley: ~ t, Dat � � ! �° .�1�y `�1 D.O. DOOR OPENING JT JOINT • REQ'D REQUIRED w �M�i� • ` OS DOWNSPOUT RESIL RESILIENT • - f DWG DRAWN (S) LAM IAMINAlS R4 ROUGH OPENING ( 1 y[ !n CO DO• W • LAV • LAVATORY RM ROOM • MUMS V hTfAC1lB1h i • *t.. 1 f+. AWT' S E�� I` lT LIGHT .. i ' liC1,1Ip SC SOLID CORS '.-, _ • • w,se cltTtorl�oolG I " SCHEp • t cTURnt:onts SCHEO 4, • cr H DOCUMENTS REPORT • H• FAC MANUF MANUEAU`t 1..• g ._ SE.0 tt' 1 r t .> s{t :. MISC CTRICAL MA)(IMUM •. -... SHE T • • ELE MAX SHT Ad roved plans EIEC ,, p SHEATHING onsite. ON MANUACT be ATI FR sHTxG FV M �L LAR tt V TE S4Mt . . • S �til�tttt s+ TI OF TI „ :•2:0•';.. , ELE MINIUM,tU SIM• b • all) MIN SQUARE Approved y P anitng M • • „'. EQ MISC1 1►N S tad, K i� - • • :. ISfr C TNG S1 RNDA ,��• IP ... ,.. . v IJAEN STO UIP r 1�I�iSTEEL RD Oate EQ• • • lnitiatss ._ TL <: . it ST TED DRAG t�ltll_ 1_/� :; b : ., , : y ,. 1�4TD STOR � 1 NGF MOUN' E �f �- 1 E7� T =r .. METAL• STRUCTURAL �i•- I s< STR . ., EX MULL • .:; u • .. ::..;r,...' .. N to OPY fX P PA :.' R cYTFR10 • : . . .„ - 0 BUILDING CODE SUMMARY • __ i : GENERAL NOTES ENERGY CODE M - 1. ALL RATED WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE; SEE PLANS FOR WALL CHAPTER 7-FIRE&SMOKE PROTECTION FEATURES SECTION 1011.2: EXIT SIGNS ALL WORK TO COMPLY WITH 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. -"" - TYPES&CONSTRUCTION DETAILS. EXIT SIGNS TO BE INTERNALLY ILLUMINATED AT ALL TIMES AND ON AN EMERGENCY BACK-UP TABLE 705.8: MAXIMUM AREA OF EXTERIOR WALL OPENINGS POWER SOURCE. CHAPTER 5-COMMERCIAL ENERGY EFFICIENCY . - - -ELEVEN ENGINEERING&DESIGN,LLC 2. BUILDING IS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. WALL OPENING AREA ' : : - :20:32:NE 59th AVENUE UNPROTECTED, NONSPRINKLERED 0'-0"TO<3'-O" NOT PERMITTED TABLE 10143:COMMON PATH OF EGRESS TRAVEL TABLE 602.1.1: BUILDING ENVELOPE REQUIREMENTS; OPAQUE ASSEMBLIES --' "-- -FORAAi9D,OREGON 97213 APPLICABLE CODES UNPROTECTED, NONSPRINKLERED 30'-0"OR GREATER NO LIMIT OCCUPANCY_ WITHOUT SPRINKLER SYSTEM " - '971.344.1919 B 5 30 OCCUPANTS= 100' I >30 OCCUPANTS=75' CLIMATE ZONE REQUIRED PERFORMANCE WWW.11-ED.COM ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE, COUNTY, CITY BUILDING&ADA CODES& TABLE 706.4: FIRE WALL FIRE-RESISTANCE RATING ROOFD ill? REGULATIONS. GROUP FIRE-RESISTANCE RATING TABLE 1015.1: SPACES w/ONE EXIT . B 2 HR TYPE V CONSTUCTION WALLS SHALL BE PERMITTED TO HAVE 2-HR RATING. OCCUPANCY ALLOWABLE OCCUPANCY ACTUAL OCCUPANCY ATTIC AND OTHER R-38 ... CHAPTER 3-USE&OCCUPANCY CLASSIFICATION B 49 12(2nd FLOOR OPEN OFFICE) WALLS,ABOVE GRADE CHAPTER 8 - INTERIOR FINISHES ALV N T RTER n SECTION 304: B-BUSINESS TABLE 1016.1: EXIT ACCESS TRAVEL DISTANCE WOOD FRAMED AND OTHER R-13+R3.8ci OR R-21 cC . .-.3 TABLE 803.9: B < 200' (NON-SPRINKLED) • X • CHAPTER 6-GENERAL BUILDING HEIGHTS&AREAS GROUP EXIT PASSAGEWAYS CORRIDORS ROOMS& ENCLOSURES SLAB-ON-GRADE FLOORS PORTLAND,OR B CLASS A CLASS B CLASS C TABLE 1018.2: MINIMUM CORRIDOR WIDTH UNHEATED SLABS N/A .A 6463 UO CONST.TYPE TABLE 503: B COAREARUCTION ANY HEIGHT CHAPTER 9-FIRE PROTECTION SYSTEMS WITH A RIEQUIRED OCCUPANCY CAPACITY LESS THAN 50 =36" OPAQUE DOORS LITIES NOT LISTED IN TABLE = 44" ��c' OF Q4' B 9,000 SF 2 STORIES SWINGING U-0.70 PROTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN ACCORDNACE WITH THIS SECTION AND ALL CHAPTER 11 -ACCESSIBILITY ALLOWABLE HEIGHT ACTUAL HEIGHT APPLICABLE CODES. B 2 2 =ALLOWABLE FIRE ALARM AND DETECTION SYSTEMS ARE TO INSTALLED IN ACCORDANCE WITH THIS SECTION THIS DEVELOPMENT IS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT AND THIS AND ALL APPLICABLE CODES. CHAPTER OF THE 2014 OSSC. ALLOWABLE AREA ACTUAL AREA TABLE 602.3: BUILDING ENVELOPE REQUIREMENTS: FENESTRATION 8 9,000 SF 6,133 SF =ALLOWABLE CHAPTER 10-MEANS OF EGRESS CHAPTER 17-SPECIAL INSPECTIONS CLIMATE ZONE REQUIRED PERFORMANCE SECTION 508.2:ACCESSORY OCCUPANCIES TABLE 1004.1.1: OCCUPANT LOAD OWNER IS TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY CODE OR LOCAL BUILDING FIXED, OPERABLE,AND DOORS w/GREATER PACIFIC RIM THE STORAGE, UTILITY, CIRCULATION ARE ANCILLARY TO THE MAIN OCCUPANCY AND ARE UNDER GROUND FLOOR OFFICIAL. THAN 50%GLAZING 0.35 10%OF THE BUILDING AREA. OCCUPANCY AREA LOAD FACTOR OCCUPANCY LOAD BUSINESS 6,133 SF 100 GROSS 62 CHAPTER 29-PLUMBING SYSTEMS METAL FRAMING w/OR w/o THERMAL BREAK MARTIAL ARTS CHAPTER 6 -TYPES OF CONSTRUCTION SECTION 1005: EGRESS WIDTH TABLE 2902.1: MINIMUM PLUMBING FIXTURES FIXED: INCLUDING STOREFRONT 0.45 ACADEMY TABLE 601:V-B OCCUPANCY REQUIRED PROVIDED OCC SF LOAD WATER CLOSETS LAVATORIES SHOWERS FOUNTAIN ALL OTHER 0.46 PRIMARY STRUCTURAL FRAME 0 HR BUSINESS 62(0.2)= 12.4" 108" B 6,133 100 3 PER GENDER 2 PER GENDER N/A N/A 8970 SW BURNHAM STREET BEARING WALLS 0 HR SHGC-ALL TYPES 0.40 TIGARD, OREGON NON BEARING WALLS 0 HR SECTION 1005.3.1:STAIRWAYS THREE(3)UNISEX RESTROOMS WITH ONE(1) TOILET& ONE(1)LAVATORY IN EACH PROVIDED FOR FLOOR CONSTRUCTION 0 HR 2nd FLOOR OCCUPANCY REQUIRED PROVIDED CUSTOMER/CLIENT USE; AND ONE(1)PRVIATE RESTROOM IS PROVIDED. ROOF CONSTRUCTION 0 HR 12 12(0,3)=3.6" 36"CLEAR BETWEEN HANDRAILS TABLE 602: SECTION 1006: MEANS OF EGRESS ILLUMINATION CONST.TYPE DISTANCE OCCUPANCY RATING EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF V-B X<5' B 1 HR A FAILURE OF NORMAL LIGHTING, ILLUMINATION SHALL BE NOT LESS THAN ONE FOOT-CANDLE 5'5 X< 10 B 1 HR ALONG THE PATH OF EGRESS,AND THE EGRESS LIGHTING POWER SERVICE IS TO HAVE BACK-UP 10 5 X<30 B O HR POWER SOURCE. X z 30' B 0 HR REVISIONS: # DESCRIPTION DATE ADA CLEARANCES FIRE ALARM SIGNAL/STROBE FIRE EXTINGUISHER SIGN — PORTABLE FIRE - EXIT EXTINGUISHER WALL MOUNTED FIRE '�Gr-/'f'(// .t V, w/WALL MOUNT CABINET BRACKET ...TELEPHONE — MANUAL PULL TEMPERATURE "' r TACTILE SIGNAGE — ELECTRICAL OUTLET -'"-OUTLET STATION CONTROL RECESSED FIRE EXTINGUISHER (@ CASEWORK CABINET �N LEVER OR USHAPED - CARD READER ELECTRICAL -�—It w - -Iii w sc wlir DOOR PULL Iv - ♦w OUTLET I -- — w o �{ a Q� 4 w w VIEW VIEW � - _ m m ro i g w ♦ ► ♦ ♦ ♦ w < • ♦ CASEWORK WALL OUTLETS & MOUNTED ITEMS DOORWAY ELEMENTS r TOWEL DISPENSER SANITARY NAPKIN 8 WASTE RECEPTACLE DISPENSER SLOT r MIRROR .REQBSS BACKING I COAT HOOK gB+.4pe' — SOAP DISPENSER 1.12s B' TOILET PAPER DISPENSER 17' HAND DRYER 4P' j 1 GRAB BAR y,I 98" \ MIN. 1T•iB" — I I _ 5 TOILET SEAT 8" �t w c w m—+a w 6 _ COVER DISPENSER M'�N� B I ,4 w _"1/4 cep P :-4 w .. .,"«I•--.4,ii 3_01/4 n' r — I� !!� s PR JET , DR O C # AWN BY: r DAT16 016 NDC g IMA_ MIN. r ,� ' e E. K 15" 22-AUGUST-2016 Nu '�� MIN. k1 s' E i SHEET TITLE: MAX DRINKING FOUNTAIN TOILET ROOM CLR. . CODE 0" y SUMMARY 20'•29" It �— a s-- em_ a`.F� ♦ -,:4411.r.116— ♦ '� '- ID ig m t'-7. 4 +�— • 81.1►�;...�,• itjairI. M , ...�.� ) �— SHEET: ll ‘1.'\ a FORWARD REACH LIMIT MAXIMUM SIDE REACH OVER HIGH AND LOW SIDE REACH LIMITS ADA REACHES A AN OBSTRUCTION , .1_: : ' -. ,:.- _• . ,-4,, . I 0 OCCUPANCY LEGEND B OCCUPANCY - _ - ELE'd'N ENGINEERING&DESIGN,LLC 107 STORAGE 106 FITNESS AREA 105 PRACTICE AREA 103 EXISTING RESTROOM 104 EXISTING RESTROOM :,: 2 32 NE 59th AVENUE POR1.1AND,OREGON 97213 OCCUPANCY S-1 OCCUPANCY A OCCUPANCY B OCCUPANCY B OCCUPANCY B '971 344.1919 GROSS AREA 82 GROSS AREA 127 GROSS AREA 3,217 GROSS AREA 37 GROSS AREA 24 ' �, 1 1. PEDESTRAIN SITE PATH www.u•ED.coNl OCC LOAD FACTOR 300 OCC LOAD FACTOR 50 OCC LOAD FACTOR 100 OCC LOAD FACTOR 100 OCC LOAD FACTOR 100 + ? PER PLANNING CONDITIONS � ,D ,G #OF OCCUPANTS 1 #OF OCCUPANTS 3 #OF OCCUPANTS 33 #OF OCCUPANTS 1 #OF OCCUPANTS 1 P ti :r ,w:y +1 EXITS READ. 1 EXITS READ. 1 EXITS READ. 1 EXITS READ. 1 EXITS REQD. 1 ��C � —� PATH OF EGRESS a�[11' x \„a.;.�.b v NAT C RTER riz I, to r 0-0” EGRESS DISTANCE �W p,e 106 NEW RESTROOM IIIA.-. I r� e a OCCUPANCY B �� ® EXIT SIGN PORTLAND,OR. GROSS AREA 72 ��!T!� _ NNI a rw INTERNALLY ILLUMINATED ON �� 6h63 C3 OCC LOAD FACTOR 100 11 1 102 KITCHENETTE EMERGENCY BACK-UP POWER Ill {SCS #OF OCCUPANTS 1 � '� # 46' 4" I . !' OCCUPANCY B Oj1 EXITS REQD. 1 — • GROSS AREA 127 r m I OCC LOAD FACTOR 100 _ SITE MATERIAL LEGEND 1 #OF OCCUPANTS 2 75'-6" I 83'-9" I EXITS REQD. 1 109 LAUNDRY ROOM OCCUPANCY B � �� ^' GROSS AREA 80 ! I I I I r M ASPHALT OCC LOAD FACTOR 100 197' „ J� i #OF OCCUPANTS 1 I I = 5 I 50'-6" +, EXITS READ. 1 D I I— © € a.z — — — — 7 — — — — — 7 R_ — — l. CONCRETE PACIFIC RIM - P " o ( I I I I I I I I q o MARTIAL ARTS N / / N / N / I ACADEMY .,r �: I3' L X I I / ( I X I I X I -` I U h LANDSCAPING 110 MEN'S CHANGING ROOM . —ice ��— �— �� �� Q y . ` 8970 SW BURNHAM STREET / \ 7 j \T I / \ TI / \ TI / \ .« . TIGARD, OREGON OCCUPANCY A r I I 1 R; r GROSS AREA 133 I/ Ni \I / L7"r PERMEABLE PAVERS OCC LOAD FACTOR 15 r ® 4 --- Y V �` — — — - . 1=1/--- — — -._=:\ _— ® s 'b? #OF OCCUPANTS 9 r EXITS REQD. 1 Ig, 9 i 971-4" . 111 WOMEN'S CHANING ROOM 101 ENTRY/LOBBY — REVISIONS: OCCUPANCY A OCCUPANCY B GROSS AREA 102 GROSS AREA 755 # DESCRIPTION DATE OCC LOAD FACTOR 15 OCC LOAD FACTOR 100 #OF OCCUPANTS 7 #OF OCCUPANTS 8 EXITS REQD. 1 EXITS REQD. 1 CODE SUMMAY PLAN CDN ®N 1 G100 SCALE: 1/8' = 1'•0" PLAN SITE • 202 CHANGING ROOM OCCUPANCY B GROSS AREA 136 .ti • OCC LOAD FACTOR 100 a #OF OCCUPANTS 2 • EXITS READ. 1 48'-5" 64'-6" 30'-5" 13'-4" • . . �� • © ?NEW ADDITION le 1° .. kf EXISTING BUILDING ,. 54i4. 1. • • • ..»a.,.,.....H..« --a NEW ADDITION aLrdoeaI IIIIII, 4 ` OCCUPANCY B — • • • • F— .......... .,;. t.'.�..'................. �:...::^..q�g:...,.�.Yv:::x',r°'-''�i<`V,'.-';�aY�,Y^Al,*�1as»',,.k,".r..a.ra.>'~,"rc..,,.�?:x.,.>b�rm..y':.;T'..�h"�>Xa�sa.x-a2�'Z�z''�\.'P"S€a\t'tsa.\a,,m,,...<Z.+'.^.v.c.....,..-.#...',afi`ia..,\`..,.�;vvr$fi'.<v`..z'..tmr.•az.,,s`l-€.z,Yv.,.'._✓'.iz-'=`.la.:L:w.^J`,x.C..\,+'„\9Eca\1',�k�°3'e,\C.qt4a°,a:r,--:'a*�..ic..'a,.,�',...g`o-:«:.�.ua^�r`��E.MA'xt`Gxvs.-„.>Z,x�-�.:wK.at-.-\�'+}s.yx:,,i�.J A�.`zvvK,<�,u\\�\\c f.s\s.�\•,:�rr\.\.SM.\"\\�,i<-..��>�\..a\::::\_`as\_..\ • .,.:„,N,a..• ,,sn•om:.,<.*P.,.\,.-:.a.;.+.•A,\p....T<.,�..2....y-a<. 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DWG NAME: -<..Jcnct THE SITE PLAN 'CZ ma_mx .,-. , _ , - _ SHEET 03 oF 3 I ... . .... ._ ... . . _ —. . R-1..: fr,i,, l• . • . . . . •e `• • •• V S g 4,i'; ','`--•. •.,,,-‘• t.,. .•,-,, -'.•• •••-•);6-4.",,Z .*%*.t4 ,',--',,,:. • t La li - v..,--, -; ', ' , • * -•?. - ',:.,-." '.4 ' ; , KEYNOTES A;'- * * ":• •',. ,.. f--, , ' - ' - . 4 w-,...,•*;* ?,,,1 ,.. - - • 4';,,‘,..Z‘ . ,`,,:e4V,,,,4 k't.,: :7 . 0 REMOVE EXISTING CMU WALL AS INDICATED BY DASHED LINES. - - ELE:4N091NEERING&DESIGN,LLC ' - - -, - 2432 NE 59th AVENUE 00 0 0 REMOVE EXSITING EXTERIOR WALL AS "P.0ftTLAND,OREGON 97213 971.344.1919 641-7" 111-0" INDICATED BY DASHED LINES. BRACE EXISTING WWW.11-ED.COM f ( i't0 ROOF TRUSSES AS NECCESSARY. MOD „.•,, . _• Of 4919:411/2ZZOMMii2MUWASIVW2rdrioV2V442.610://4r~=0:49.0.016341011612,4746.Y.efACWZ407.0=0.69X.27/19/0744SWAYAMOttrAZOMMIC4M, ••• dr,...e/M7Y,Z,72,r," /-1.- ••`,M 0 REMOVE EXISTING SLAB-ON-GRADE FOR NEW, EXCEPT AT RESTROOMS TO REMAIN, BETWEEN .., u 4%, veik • 11 0 GRID LINES 4&5. T -ii, * C• TER • • li . n 0 REMOVE EXISTING WINDOWS AS INDICATED BY • ri 1 „ (4 ---"-r gliek. iiiDASHED LINES. n., • PORTLAND,OR. ,>, t•- 6463 ,„4:::5‘ CI 5 REMOVE EXISTING DOORS AS INDICATED BY %,.) 0 .1 A _MI DASHED LINES. PREP WALL FOR INFILL, SEE r., ,6, 00) III, NEW FLOOR PLANS FOR MORE INFORMATION. 4'''' OF ii TYPO "Ill ' III IJ 0 REMOVED EXISTING POSTS. BRACED EXISTING ROOF AS NECCESSARY. eq Cf3 k nti0 REMOVED EXISTING ROOF&GUTTER BETWEEN - li • iii 0 GRID LINES 4&5. I 1 111 is.-- — ....7. ...71 rc _...._ _ _ _ 21 i ;: _ ...._ _ _____ 7 R..... _ _____ 7 II ® EXISTING ROOF BETWEEN GRIDLINES 3&41$ TO REMAIN AS IS. PREP STRURCTURE FOR NEW 1 \ :// I I N VI 1 N V i I \ / 1 II. *TYR ADDITIONS. SEE NEW ROOF PLAN FOR MORE PACIFIC RIM N ., \ / .. 191 INFORMATION. MARTIAL ARTS I / \ I 1 X i I X 1 1 / \ I II! il 0 EXISTING RESTROOMS, FIXTURES, DOORS, & ACADEMY Z N r N WALLS TO REMAIN AS IS. I t_13, pameaseagi I / \ I I , N Il ,/' N., II / \ i c.— -4. v 8970 SW BURNHAM STREET I l 1 0 REMOVE EXISTING WOOD SIDING, LEAVE WALL SHEATHING& FRAMING IN PLACE, PREP FOR TIGARD, OREGON 0 • •0===...... ---•-r. .-.....1—.—.....• . . iii= .—.----__.---, ,--==,........?...., _am —. ___. _ -",---- ri= ---- ""--- =wool ...-- . . --- . . -- . I NEW SIDING, REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMAITON. L 41) o o 0 ......_ *moo. ausowlyilookir ors* . : I I REVISIONS: N N # DESCRIPTION DATE 1 DEMOLITION FLOOR PLAN TO : A200 SCALE: 1/8" = 11-0" PLAN SITE ----.: ' 0 0 0 84'-7" 11'-0" • — 0 • ,22 . •/AW "YAW=7,71,17•46e/4. :2"‘:•`.47'-' 7.,....MB.,;4......11""r" / •.01, jirezef,••,• ,, /./7/•,-, . ,„,"Ao,,,,s, Away,".„" ,,,Agow zo,„ iy, ,,,, ,,z,z7.7 ., ,„ ,..v..z4 • 11 • zo Ii ' 0 • I . . — . . —11— . II II • • II it • U _--—0 14 DS 0 DS fit I PROJECT#: DRAWN BY: .- .-. 6 16.416 NDC Ark N DEMOLITION ROOF PLAN itik N DATE: 22-AUGUST-2018 A200 SCALE: 1/8" = 1-0" MI SHEET TITLE: PLAN SITE DEMOLITION PLANS SHEET: A ,,, 200 • . ..... •ii . . .. , • . .. . . . .. . .. ;.. " '5go,'''!. :: 1041'.0'7 , ., '. KEY NOTES , 0 REFER TO ENLARGED PLANS ON SHEET A220 ...,:.: .E FOR SCOPE INFORMATION INSIDE OF THC.'SE. — . .....,. ak AREAS,UNLESS OTHERWISE NOTED, - • ' —ElEYEN?,431 NE 59th AVENUE. NGINEERING&DESIGN,LLC :i.i. allk Ark:. : : • POhTLAND,OREGON 97213 (NOTE NOT SHOWN) . . _ .. - '-... I • 971.344.1919 A410 A 10 4w A4 0 ' WWW.11-ED.COM 0 0 0 .,.. 0 Itir 0 0 EXISTING CMU WALL TO RECEIVE FURRING PER WALL TYPE. 44.0 Mc 181-8" 30'.0" 64'-'7" 11'-0" 19'-3" e....4 c•-' 4 1:d. • dw• / e ALIGN . ALIGN EN OTYP 0 0 EXISTING WOOD FRAMED WALL AS INDICATED :...;:'..:. ' MI 1111 i1/4 ,,,,,,,,,. „.,5,..,,,,•4,,„,,,,,„,,,:,..,,.,,,,,,,, ,,,,,-*.xame.4 D,,?,K,4iewy<,:mr-m.::,,,:y!,f.,„.x,,i'A,Wy*, ,iso,"‘.:,::,:',:?':,'i,K,4. "V4S.W\AMIWte,e,irirAeedigdoredEefli9ZVYMlefrGeoXr.49'46G6ZW.Zatgk7ArrZgrororwW,S2KAt7,0W.02VAV.,a6GVMV.02WAIMVZrAVZW'44feWAPZSGCF•4iZGWAiVZlArieiffdrnfarorf4VhS*Ttee.oZaoSr,eirIX4r AZ tpW,(6.1g* Ni‘tVg.V,;•4.:=7,.,.: ''';i:';'' S:.:::-,,•:::',''S...:,', g;',i;::•.*-941,11 . ; r- 6 BY HOLLOW LINE. . ''''..11:01s7N TB 6463 RTER1:40t 0 NEW EXTERIOR WALL,PER WALL TYPE,AS • . .r'.': • 1111r .:'; INDICATED BY SOLID LINE. PORTLAND,OR ,, •!, jok 1141. / iv-r, Lai E4 0 0 1 igi' 0 0 .7.! Ark . , STORAGE P' fgy I t I 4.• 4 i ; TOILET 1 —. ,, I ...' \ I I ZIA'c'""' 2 A220 0 NEW INTERIOR WALL, PER WALL TYPE,AS A220 „ i .,.., i -y„&..,.11..... ./ , • I 'a 1 . „,„,„„,,,,,,, ,—,,,,-......„ , F _ ., 7, , I \ 1 0 4.t., lilli I In" 51 - ''' ' ' 5'.O" ' - . P'; Et CLR 11111111Fii INDICATED BY SOLID LINE. 1'.4v OF crt i s., a 1 0 1 ' KITCHENETTE 0 NEW 42"TALL PARTIAL HEIGHT INTERIOR WALL .., T , I, iie, h.,. : L ihm TO MATCH ADJACENT NEW INTERIOR WALL. FF .• .... 1 TYPO 1. re .._i 11.111101•116 IMOW011. 41.411111•11111 0 NEW WALL ABOVE OPENING TO MATCH Oh N. I I I PRACTICE AREA 4. 4 0 0TYP 0 ADJACENT NEW INTERIOR WALL. REFER TO b•• 1 , , FITNESS I . V V ,,,, I I ..);\ STRUCTURAL FOR MORE INFORMATION. A310 ' LAUNDRY 1 AREA 0 0 0 0 0 Chi;e**, AI 0 OUTLINE OF ROOF ABOVE. REFER TO ROOF :-.-,.. Orli ..„ 1 i ::: PLAN FOR MORE INFORMATION. t...• '' t 1 i A310 ,:i, PACIFIC RIM •••••.1.•••• .••1..1...• .""'...“. .0* 411•••••m. .0.11.0.0.0 •••••••••40.1 •••••• I , 1 1 ..•••ft.m. .. .••wemo vra.••••• 7. 7 71 _ ......... _ ......._ 0 OUTLINE OF EXTERIOR SOFFIT. REFER TO•:,,. . • REFLECTED CEILING PLAN FOR MORE MARTIAL ARTS , N. z F\ / N ,..-- N • .../, /I __.. , LOBBY 0 INFORMATION. ACADEMY . TYPC) 1...t. I '-: ',•• :. 1 I I I N V I \ / I I N. 7" 1 I N r I \ / 1 ............ . ..,,, 0 (!c2) OUTLINE OF PRACTICE PLATFORM. EXTEND X X X L ,-!'(...,:"/ E .$ . %,,.."- EXISTING PLATFORM AS REQUIRED BY OWNER. 8970 SW BURNHAM STREET / 4. 1— _.....v.......... .... „ _ 4.....1* .....,,,......... .. ,.,... ____. 4,___I_____. ........... - pi...,, , L _ _ 4..... ....._,,e........ 41.0•41.1.1 .‘1* 1010••••••• 01•1•1••••••• TIGARD, OREGON =0 - r•I • ,,,,ALIGN Lye 1 , CHANGING 1 CHANGING I , N\ * 0 P/ \ , " Z N Nil, V ,CD, OUTLINE OF FITNESS MAT. FOR REFERENCE 4 ONLY. '''.• ROOM 1 i ROOM 2 NN NU/ \ It - i21-,.... .. — -__122 MON.1.1 . •••00.4.4•V anireff.••• ......•••••• .._.124_.„ ' 0 \* I , i: —. 0 — • ,,,00.. 4, a....sw.w0m02,00-00120040.0.mr.m00 .........._ —. '.: ,....=0.0—. Zninaidil--- -r-- : 1cori 12 NEW STAIRS. REFER TO SHEET A610 FOR MORE k .,, 1 • .., „s• INFORMATION. ,. 1 El 0 01 •• -ti ' OTYP al It) 0, 2 :4 0 I .i. 2•04,0210v.0...,4k0.40m0000.00,weatot.:0mmv.000.v...um,w.-0,1*.nom 1 r iii C) NEW STOREFRONT SYSTEM. REFER TO t 0 \ ‘....... •Iimostair...mimillo....0011.1•1•10... 0 !7° REVISIONS: . c.4) NOEPwENsINwGNSGCDH0ED0URL.EREFFOERRMTO0R0EFINENFOINRGMATION. Ell • 0 I .13 el. 0 •4111• SCHEDULE FOR MORE INFORMATION. # DESCRIPTION DATE 3 A310 .:, .:.,„•..:?... (:), NEW OVER.,...,H E AD D.:....0 O R. REFER TO OPENING ... ......: • SCHEDULE FOR MORE INFORMATION. • . 0 REPLACE EXISTING OVERHEAD DOOR TO N N MATCH NEW INSTALLED OVERHEAD DOOR. NEW GROUND FLOOR PLAN . . „ C). „.; NEW POCKET DOOR. REFER TO OPENING A210 SCALE 1/8 = 1'41 . . SCHEDULE FOR MORE INFORMATION. • . . ....„ ,.,.... ...,... . ..-• - • • PLAN SITE .-.. •:-..•„ .... .••- ' 0, CENTER OPENING ON HALLWAY. ..,.... 1;) NEW WINDOW. REFER TO OPENING SCHEDULE ....,•,...,-. . FOR MORE INFORMATION. IO' : NEW INTERNAL ROOF DRAINS AND OVERFLOW. ,,,,, WRAP PIPES w/INSULATION TO PREVENT CONDENSATION BUILD-UP&THERMAL . • :. .. 2 • oi t / TRANSFERENCE. .. ..„„, .,:. „...: , Aim A410 01) 1 • 0 NEW IN WALL, FORST PROOF HOSE BID w/ 1V-0” 19*-3" • " .•:,-.:.::',..:::::, . VP ..-.., 0 SECURITY MECHANISM. • / / 0 NEW FIBER CEMENT SIDING ON EXISTING WALL. • 010.0.1or, °TYP 113 SIM REFER TO EXTERIOR ELEVATIONS FOR MORE .... ..-.... 00.0g... 001.4.1.0. ' rosampoi. . . i ' ,,,-*..M-• 4,,T-4.,:-'..1r.,-‘'•*k. -',kt,"',.,.akItes,-;''',,w .. .,,,I.,,t-M'Ao atget. -vkil 44‘ INFORMATION. •;,.: A ., E3 Alliagt r- I -'i '411 la• CHA qGING ,0;. . ICI i:. I . • „,,. : g ROOM 3 f ... 1 i A220 ,c4 .g. 1 l• ;,. 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TyB4O.CEILING .__.. s I SECOND FLOOR _ " : IZ ""J fn ;'iIYtlFMFMM 3. 4iiii iN' 44 a{L' � fQ. p I • Q. ° GROUND FLOOR ob 0 UND FLOOR ..xrowwn,w ..0 ,,x�» vemw., W �... ._ ,.,.,., --•.'F a.,.n. ....0..0" 1 " ,., M1 .vn3 awrcrm, ; rAle q,ge NEW BUILDING SECTION 3 NEW BUILDING SECTION A400 SCALE: 118' = 1'-0' A400 SCALE: 1/8" = #'-0' PROJECT#: DRAWN BY: 16-016 NOG DATE: • 22-AUGUST-2016 SHEET TITLE: B ILDIN'G SECTIONS • • • • SHEET: :.'''.., A• .. . .....,, . , . . . .. • „,. , . :. ,,„ ::,", . ,,,....,„... . 410 _ — . . - . • . • ... , - "" w S-1;337'-, 7 ikVez-4`;;,•C' .•Vs).V ti,;.N.P•. .. .. Vkl:. , - e,;',.:14.• - .5: -k., tcile''" .,, - t.i.r'i - 1..keg.! M ::;• -.. ..'1"'... ,..-. ' .i4:,;t2- g'4'..,: ' 4:4 .... .•'.0.!' ,,,,' ,V.,..',:,,M,. '.‘;', , ' • :::..:..: -V7M.N.,o, - '5,LE1:7EN.EINICifilEERII‘JG:St DESIGN,LLC 243.2 RE E9th AVENUE ..: : • - • PORTLAND,OREGON 97213 1... 971.344.1919 WWW.11-ED.COM c.. ?,.. ttt .4.. ,I ,,,,,,,, , A,7 '4111e 4 ,ffi.I4 .;1P11 ;, . Agin<1.10TTPITP4'1 .Trrili tralig4":"6<rt Tr4 ra iti,IMirie gnu t ':*' mir:Iimmtklixtrnoit, Twraff Mit, WI litairt ' tiii-,:irOilti,'Aiffilli orift rtt.,,ipi tostaii I v v ,1 :::-, yliTH RTER 523 or • ,.. • ,, :- PVRTLAND,OR: CP 6463 '1';4-, .•i:' 1 ...„„ ' I IlZ 1 t " 5 OF Os:- 'gni ,.'.. . — --7.7 .. 3 •,,,z, . ,.> ••ig: , / . .s. . 4., . A610 / NN,, .•..• .* .- CHANGING ROOM 3 ;:t 1 4N•:•. I-0" ' ‘. . 11" 101-1" 3'-6" 1., 14,, s,.• - to/ / i,:.•• 44,...4 ' 1. — 11 TREADS 1'-0" "-- —---" kk; Z.D. '. l'ic77—• 4: ,v,r•:• , ‘i :,• k.,-..;,:, ',N,‘.., N.Y•k , ,•.,.'%**14,.W"Vt: ' Or.. 4' n-,".k,;,"1,1N.VVAV4.310 ,,,,446*,4,,' ,',44•S'i,.ksIFIK.,S.:^*:IgAtt eV /'' '..;:•%:,-:4'45,-"'"4-.1-s\- ‘".• .:"'A,. .:,*ANN''''' s, -' #0,,.:'A''''R.,''''*"4 ''+`'t''<•••:''''''" *''''.%•e'1%1,,,""Mk.t.t.y,,,,,,,,,,p,:dqt-'r. Z&,,,,.,,,,,4, , •..r. \ t - ti> , ' .. , ...•:,,. --.. ,...g -* el 11" •'‘-••.. PACIFIC RIM 01-0"_AL P.,. is, A 71, : ‘-vrc 13 c • A610 ..e/ 1-o" '.4t:' ' 4. .h.T.O. FLOOR i MARTIAL ARTS - iy iz 9 w +/-61-8"* 4? , — Z? P _T.O. FLOOR ob •It- :ctr— — — ft IL-744.9 ' ....N. 1 01-0"NI' 10'-o" ,--. 0 1 cl 1 , 1 , i II:I I,1•, v, Atc-- lik4g4 .s.,,,w11,‘,.,,t=',—,—,,.'•--;-..:--.v-.--o--gatrag .stgot,., ss.t,,, iiIiN1, i2tu , / a, , e':.'::t-.•-',4i'4,'0:,.,-:,' _ ' cMutoo.ia k. . : :r6 410,1••••••1011 . t. ii ::tN'l'.'•t.:,'„,', 4, I ACADEMY -- - I _ _ " T.O.OLNDNG TO1ANDING 8970 SWBURNHAMSTR E E TMA +/-6-8”. to+1.e, 8TIGARD, OREGON ,..% I I-- ii" Pr ..„,,, . , : .. , V W' KITCHENETTE i• h,, if 1," f / ..„„ .,„ ,..„, u'l rt Lu 0 / KITCHENETTE :0 , ...., 4.. g * cNia— , , • f:ii,' cLLUC4 i ,C) •64 , I : , "I' it, L'ii -.-:,• i tx •-$.1 $ .o \ N -,,,, ,,,,.., , , ,,. i *, REVISIONS; I TO. SLAB es) .Lr.o.SLAB .. - - . : PRIVATE OFFICE 11 • •• 44.''k'`s,', '%,:4 0'.0" '..v.Ag.%.,C,C'S,z.p.*''4.4;•;',..,'‘NV'\: s ';`,,,W'N.,.;•• '!. ,:•••*", I '''3•''',KV 0...01' , • 4.,.• *.%t...i # DESCRIPTION DATE *t;',.W.:‘ 4`;)V•'.*'‘-•.,s.U4.6.M`‘.4,-n.--;40-ti44.4•AT-.4:•-r 1'1.6%1 - cOK--;•,-->"‘* .,.-''.ft-&s- -• • ‘.•--t; '4,4' -•44;:;*.: •' -4.-.Z\<''%4,- u4,tes,-*&.b.kitte",, ,Ag,,,, ,!.i..;. 1 "4 -*--;,w..,:.--,,, :k-tcs%., ;i1K,-,,-z..4 \{4,*%,4/- -,-.Fr.,.-43432,04,A,,,,,Oit,;?..,,lyro.-;:-...-!..; ..,,•:',7.--:.•4.;4,k.4.- . ., ., ...... . 10,-1" 11 TREADS / N N , AI NEW STAIR PLAN Ake* 12 NEW STAIR SECTION (7) NEW STAIR SECTION V • A610 SCALE: 1/4" = -0" Mr 11, SCALE: 1/4" = -0" lmi An Ku iv SCALE: 1/4" = 11-0" PLAN SITE A610 V -...........4.—............ , .., •'•:.• ... ''' ....: • CLR. 1 Y2"STEEL PIPE HANDRAIL; . MAINTAIN 36"ABOVEigh---,, • 2x WOOD BLOCKING; TREAD NOSING. - AS NEEDED FOR W .: RAIL ATTACHMENT. \ ‘: Y2"STEEL BAR BRACKET •• ©6'-0"O.C. MAX. :. WALL ASSEMBLY ..., PER WALL TYPE. --, ::- - •:•F,.. 4 NEW RAIL DETAIL .• A610 SCALE: 3" = V-0" .. : • PROJECT#: DRAWN BY: .: 16-016 NDC .• DATE: 22-AUGUST-2016 SHEET TITLE: STAIR PLAN & SECTION ., ., . . SHEET: :•••:. : -., A :,..... ... 610 . • - , •aCONSTRUCTION ASSEMBLIES , �� , ,... dei s, , ^� -. ,, , a t am '� .,..4,§ F .» • WALL TYPE El -2 HOUR RATED MIP 8416) j �z WALL TYPE E2-2 HOUR RATED(WP 8416) - WALL TYPE E3 ,': WALL TYPE E4 + WALL TYPE E5 - - - _ - �-� '_ I. -"" - w i - ELEVEN f�ka,NE R'N &DESIGN,LLC _ (EXTERIOR WALL{"a ADJACENT BUILDING) (TYPICAL RATED EXTERIOR WALL} `. {TYPICAI.NON-RATED EXTERIOR WALL) I (EXTERIOR WALL) I. {EXTERIOR WALL) '2A2'VES9ihAVENUE n ] K i ,1 PORTLAND,OREGON 97213 IIII I • 2 LAYERS Y"GYPSUM BOARD TYPE'X' .� • 2 LAYERS S8"GYPSUM BOARD TYPE'X' '" ... I • "GYPSUM BOARD • EXISTING CMU WALL • ARCHITECTURAL WALL PANEL 971.344.1919 • 2x6 WOOD STUD 16"O.C. - I�I; • 2x6 WOOD STUD(t� 16"O.C. �- - ( !i. • 2x6 WOOD STUD 16 O.C. 7/8"METAL HAT CHANNEL w/RAINSCREI=_N WWW.11-ED.COM f'' i} ,-- '. 1 1' , • R-21 BATT INSULATION ------...%.,..‘,---;:. 1' . • R-21 BATT INSULATION `--:•.,K� I'Y� • R-21 BATT INSULATION • 2 LAYERS 5/"GYPSUM BOARD • 6 MIL.WEATHER BARRIER • "PLYWOOD -`" ;•I • Y2"PLYWOOD = 4�f�": • Y2"PLYWOOD111111 • 1111 �, • Y2"PLYWOOD SO AD 4. " • 2 LAYERS Y"EXTERIOR GLASS iI } "" • 2 LAYERS%"EXTERIOR GLASS • 6 MIL,WEATHER BARRIER ti te • 2x6 WOOD STUD 18"O.C. `�' MAT GYPSUM BOARD MAT GYPSUM BOARD • ARCHITECTURAL WALL PANEL • y"PLYWOOD '1 �,,.-i • 2 LAYERS 6 MIL,WEATHER BARRIER • 6 MIL.WEATHER BARRIER wI RAINSCREEN • 6 MIL.WEATHER BARRIER .N TH C RTER STAGGER SEAMS • ARCHITECTURAL WALL PANEL • ARCHITECTURAL WALL PANEL V,1 „,.� w/RAINSCREEN w/RAINSCREEN • 4I,. PORTLAND,OR 6 AI a WALL TYPE E6 ,101 ,„,,, (TYPICAL PARAPET WALL} PACIFIC RIM M • y”EXTERIOR FIBER CEMENT BOARD MARTIAL ARTS II' • 6 MIL.WEATHER BARRIER ACADEMY y li • 5" EXTERIOR GLASS MAT GYPSUM BOARD 8970 SW BURNHAM STREET { 1 • 2x6 WOOD STUD© 16"O.G. • Y2" PLYWOOD TIGARD, OREGON • 6 MIL. WEATHER BARRIER • ARCHITECTURAL WALL PANEL w/RAINSCREEN alli EXTERIOR WALL TYPES A800 SCALE: NOT TO SCALE REVISIONS: # DESCRIPTION DATE iiella 1 i .- ------ WALL TYPE I1 111 WALL TYPE 12 WALL TYPE 13 „----•'..--‹'4 ` (INTERIOR WALL) (TYPICAL INTERIOR PARTITION) (INTERIOR PLUMBING WALL) • w4 • ' "”" ~N"" ' • 1 •" fig"GYPSUM BOARD • "G / GYPSUM BOARD • z • /s YPSUM BOARD ~yam'~� f ! • 2x6 WOOD STUD(& 16"O.C. •• 2x4 WOOD STUD© 16"O.C. • 2x6 WOOD STUD @ 16"O.C. ------------7-7-1-4°1-111 w • R-21 BATT INSULATION • / GYPSUM BOARD • $ " /"GYPSUM BOARD """- c I • Y" PLYWOOD • %"GYPSUM BOARD 1 2 INTERIOR WALL TYPES MOO SCALE: NOT TO SCALE FLOOR TYPE A - FLOOR TYPE AA FLOOR TYPE B FLOOR TYPE C • LAMINATE HARDWOOD FLOORING • LAMINATE HARDWOOD FLOORING • LAMINATE WOOD FLOORING • CONCRETE SLAB-ON-GRDAE • RUBBER IMPACT PAD - • RUBBER IMPACT PADS • RUBBER IMPACT PAD PER STRUCTURAL PLANS PF r er �r ,1 ; •;•;:d 3 °'. .:..„" a 9126. . Y2'WOOD SUBSTRATE -. Wy • Y"WOOD SUBSTRATE -- - • CONCRETE SLAB-ON-GRDAE '�••• • •..• - , -•q . . • • 2"COMPACTED SAND • .„� E1 a ' ,' • k. "w • 6 MIL.VAPOR BARRIER ,�,, i� = • SHEATHING PER STRUCTURAL PLANS ..... ,' • . , N. • SHEATHING PER STRUCTURAL PLANS T PER STRUCTURAL PLANS , •,. • 3x TOUNGE&GROOVE DECKING ✓`j'�+ �.,.� • 3x TOUNGE&GROOVE DECKING 4' • • - • • 2"COMPACTED SAND • 4"COMPACTED GRAVEL �"" �. .. ' • 6 MIL.VAPOR BARRIER ; ' -`` �; -`."i". S' ' ' ''r ,`2;�' • 4"COMPACTED GRAVEL ;,. CONDUIT TO RUN CENTERLINE S , - •a'.. 3-',,,,,,..z., 4 , , a1; al - OF 3x DECKING WHEN PARALLEL ` .,,P''ems .t. _, 03 FLOOR ASSEMBLIES A800 SCALE: NOT TO SCALE PROJECT#: DRAWN BY: ll � 16-016 NDC r',, DATE: • . • C =%{r \t:1 \6416.1,..2.1 22-AUGUST-2016 ,,,,-' WEATHER TIGHT SEAL /" / El El C 1' [III E4 SHEET TITLE: :..:::rte.;.: ;. ..� � FIRE SEAL -.'.' � u .44-':4,--'�! >, w'w :mss (� .)) AR', :"'� FIRE SEAL 80TH SIDES , - '' Flt arc .: _I , : o 6��S.A.M. STRIP DETAILS�`'' BOTH SIDES 1 i MIL. AIM f I :;I .I D E T AI LS �� 11 MIL. - i;§ 11 INTUMESCENT INTUMESCENT -COATING ...-.---;,', 1 ..• " '1• • 1 iCOATINGMETAL FLASHINGAlrilallir 44 .>Mlrmi ��. gm,. i = PER MANUFACTURER ."-_->.< w � SHEET: ' Frts ----•,..-.. kt .,- ► -_ IN-WALL DRAIN PIPE 4 WALL CONNECTION (HORIZONTAL SECTION) 5 WALL CONNECTION (HORIZONTAL SECTION) 6 WALL CONNECTION (VERTICAL SECTION) A800 SCALE: 1 1/2' = 1'-0' A800 SCALE: 1 1/2"= 1'-0" 8 1 0 A800 SCALE: 1 112' = 1`-t7' . . . . . ,, . ...,, . _,. _ . .. _ - — _, . • .A OPENING TYPES X- '.. 14.-qi .. -.. -.. : 3'-0" 1 1 i - " ,;,P4-, - " :,4,;,..,!,* ,,,?a, „. , • .4. ;‘,.:- „-._,, 11''... .• 1 . e ' :,-. > fi ' .Eliyail ENGiNh-RiNCZ e:DESIGN,LLC 2432i 59th AVENUE PORTLAND,OREGON 97213 k` 971.344.1919 WWW.11-ED.COM \ \ .1 .1 • N, r,,..4%, voik \ • A - B ' t •--.., • PORTLAND,OR , • 101-0" 16'.-0" ye) 6463 i-c) '1' VERIFY OPENING If #1' MATCH ADJACENT f 41.....„ h.' OF eiCk.V .. ... ... ... ... . .. ... .. . . ....... ... .. . . .... .. ... •••• " •" •" ." 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STOREFRONT SCHEDULE !..? • / .C.? If, •\/ ;II\ FINISHED FLOOR • FINISHED FLOOR • FINISHED FLOOR • . STOREFRONT# STOREFRONT OPENING SIZE GLAZING FRAME Si $2 S3 S4 TYPE WIDTH HEIGHT TYPE U-FACTOR MATERIAL FINISH DOUBLE DARK 1 Si U-0.45 ALUMINUM BRONZE / DOUBLE PANE T-3" 25'-2" DARK - SITE VERIFY SITE VERIFY 2 S2 PANE U-0.45 ALUMINUM BRONZE EQ EQ " EQ . EQ EQ 3 S3 je EQ EQ 1, EQ EQ DOUBLE DARK 31-8" U-0.45 ALUMINUM liSITE VERIFYit I 1 It PANE BRONZE • - • ./ N--- 4 54 DOUBLE U-0.45 ALUMINUM DARK PANE BRONZE >,- >-• >- DOUBLE DARK • - L.L. Li.. 5 S5 PER STOREFRONT TYPE U-0.45 ALUMINUM PANE BRONZE 6 Lu 03 LU . Et; > 1 ii; > 1 /7 . .ap L.i 1 1 1 1 1 1 1 DOUBLE DARK / 47 6 S6 U-0.45 ALUMINUM U.I PANE BRONZE I-- - 1- f- (I) 6 -1 7 57 _ DOPAUNBELE U-0.45 ALUMINUM DARK BRONZE • • --- - DOUBLE DARK 8 W1 N/A ALUMINUM PANE BRONZE • FINISHED FLOOR • FINISHED FLOOR • DOUBLE DARK PANE S5 Se S7 9 W2 N/A ,- . ALUMINUM BRONZE .. .- 6'-4 1/2" 1' SITE VERIFY If I . DOOR SCHEDULE f 101 B N/A 9'-6" PAINTED HALF-LITE //Ai 11111 EQ SITE VERIFY Ea 1 EQ DOOR# 102 DOOR TYPE FIRE RATING HARDWARE INSULATION MATERIAL - N/A WOOD FINSH WOOD PAINTED GLAZING MATERIALFRAME FINISH WOOD WOOD PAINTED A N/A PAINTED 5 6 103 A N/A WOOD PAINTED N/A WOOD PAINTED 1 1 /, •) 1 1,4 ‘, cv . 104 C N/A WOOD PAINTED N/A WOOD PAINTED PROJECT#: DRAWN BY: FINISHED FLOOR • W1 ' 105 A N/A WOOD PAINTED N/A WOOD PAINTED 16-016 NDC VV2 106 A N/A WOOD PAINTED N/A WOOD PAINTED DATE: 107 A N/A WOOD PAINTED N/A WOOD PAINTED 22-AUGUST-2016 108 A N/A WOOD PAINTED N/A WOOD PAINTED SHEET TITLE: • , _.. — 109 A N/A WOOD PAINTED N/A WOOD PAINTED . ... e--- 4 110'\,., .- A N/A METAL PAINTED N/A METAL PAINTED MATCH 120 02 N/A U-0STOREFRONT .35 ALUMINUM U-0.35 N/A N/A OPENING MATCH 121 01 N/A USTOREFRONT -0.35 ALUMINUM U-0.35 N/A N/A SCHEDULE MATCH • 122 02 N/A USTOREFRONT-0.35 ALUMINUM U-0.35 N/A N/A - i MATCH 123 02 N/A U-0.3ALUMINUM U-0.35 N/A N/A STOREFRONT SHEET: MATCH 124 01 N/A U-0 ALUMINUM U-0.35 N/A N/A STOREFRONT 201 A N/AWOOD PAINTED N/A WOOD PAINTED , . 202 A N/A 10D PAINTED N/A WOOD PAINTED - , 203 A N/A '0 PAINTED N/A WOOD PAINTED 204 A N/A . PAINTED N/A WOOD PAINTED 4. 4 . . - ' ,.�' t4; ow. GENERAL STRUCTURAL NOTES FOUNDATION AND SITE WORK NON-SHRINK GROUT MECHANICAL ANCHORS _ - _:-, �, �. GENERAL - - - tAi', $ pts, 1, MATERIALS AND WORKMANSHIP TO CONFORM WTH THE 2016 EDITION OF THE 1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA IN PROVIDE CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING 1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ,:, _ ,�. . OREGON STRUCTURAL SPECIALTY BUILDING CODE AND THE REQUIREMENTS OF CHAPTER 18 OF THE OSSC. SOIL TYPE ASSUMED IS TYPE 5. ACCORDING TO ACI 301,"STANDARD SPECIFICATION FOR STRUCTURAL 2. INSTALL WITH IBC SPECIAL INSPECTION ACCORDING TO SPECIAL INSPECTION " V, THE CONTRACT DOCUMENTS. 2. FOUNDATION DESIGN PARAMETERS: CONCRETE".COMPLY WITH ASTM C1107, GRADE B WITH MINIMUM COMPRESSIVE PROGRAM. - - , - - - ' - _ , 2. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER'S A. ALLOWABLE SOIL BEARING PRESSURE= 1,500 PSF PLUS 1/3 INCREASE FOR STRENGTH OF 3000 PSI IN 24 HOURS,AND 7000 PSI IN 28 DAYS AS TESTED IN 3. EXPANSION ANCHORS(CONCRETE): ; ',ELEVEN E , NE>rRI-NG&DESIGN,LLC INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST WIND&SEISMIC. ACCORDANCE WITH CRD-C621,CORPS OF ENGINEERS SPECIFICATION FOR A. ICC/ICBO-APPROVED; CONFORM WITH FF-S-325,GROUP II,TYPE 4, CLASS 1. - "24T322'2NNE59ih AVENUE PORTLAND,OREGON 97213 PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID B. PASSIVE SOIL BEARING PRESSURE= 100 PSF NON-SHRINK GROUT. B. MATERIAL: ZINC PLATED ACCORDING TO ASTM B 633, HOT-DIPPED GALVANIZED 971,344,1919 UNLESS THE DOCUMENT DATE IS SHOWN. C. COEFFICIENT OF SLIDING FRICTION =0.25 ACCORDING TO ASTM A 153,AISI 304 STAINLESS STEEL IN CONTACT WITH WWW.11-ED.COM 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. D. ACTIVE SOIL BEARING PRESSURE=30 PCF PRESSURE-TREATED LUMBER WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 3. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND OR AFTER 4. DROP-IN ANCHORS(CONCRETE): �D :PIS CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, CONSTRUCTION, - A. ICC/ICBG-APPROVED;CONFORM WITH FF-S-325,GROUP VIII,TYPE 1. , ,, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE. 4. NOTIFY THE OWNER'S REPRESENTATIVE IF ANY BURIED STRUCTURES NOT B. MATERIAL:ZINC PLATED ACCORDING TO ASTM B 633,AISI 304 STAINLESS STEEL . :0 "S .� 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL INDICATED,SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC.,ARE FOUND. IN CONTACT WITH PRESSURE-TREATED LUMBER .:' TRADES AND FOR CHECKING DIMENSIONS. NOTIFY THE OWNER'S 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES5. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED � ' S3°""' REINFORCING STEEL ,� REPRESENTATIVE OF ANY DISCREPANCIES AND RESOLVE BEFORE PROCEEDING INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING TO WEATHER, PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER 1:;�, '. C .. WITH THE WORK. CONSTRUCTION. LOCATIONS, UNLESS OTHERWISE NOTED. IEGCN Gs' (4v q" 5. DO NOT SCALE THE DRAWINGS. 6. LOCATE BOTTOM OF FOOTINGS AT A MINIMUM OF 1'-0"BELOW EXISTING GRADE. 1. REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 6. ONLY MECHANICAL ANCHORS WITH ICC-ESRAPPROVAL FOR USE IN CRACKED 'A )- g0' �✓ 6. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING 7. PRIOR TO PLACEMENT OF CONCRETE, REMOVE ALL DISTURBED SOIL FROM ?6« LOCATION TYPE CONCRETE MAY BE USED.ALL ANCHORS REQUIRE APPROVAL BY ENGINEER OF G . CONSTRUCTION, SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, FOOTING EXCAVATION TO NEAT LINES. REMOVE STANDING WATER FROM RECORD. ' BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. ADEQUATELY FOUNDATIONS PRIOR TO PLACING CONCRETE. ALL LOCATIONS EXCEPT AS NOTED ASTM A615,60 KSI 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING,ABANDON AND SHIFT RENEWS:.0613012016 - BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, 8. STEP BOTTOM OF FOOTINGS FROM ELEVATION TO ELEVATION AT A RATIO OF 1 BELOW. THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 .. - LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE VERTICAL TO 2 HORIZONTAL,WITH A MAXIMUM VERTICAL STEP OF 2'-0". WELDED STEEL WIRE FABRIC ASTM A185, 70 KSI ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER,OF SOUND CONCRETE RESISTING SYSTEMS HAVE BEEN INSTALLED. RETAIN A REGISTERED CIVIL SMOOTH DOWELS IN SLAB ON ASTM A36, 36 KSI BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE ENGINEER WHOM IS PROPERLY QUALIFIED TO DESIGN BRACING,SHORING, ETC. GRADE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS VISITS TO THE SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE NOTED ABOVE,THE ENGINEER WILL DETERMINE A NEW LOCATION. OBSERVATION OF THE ABOVE NOTED ITEMS. 2. ACCURATELY POSITION,SUPPORT,AND SECURE REINFORCEMENT FROM 8. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO 7. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS DISPLACING DUE TO FORMWORK,CONSTRUCTION,OR CONCRETE PLACEMENT FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF FORMWORK OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, MECHANICAL ANCHORS. ACCURACY, REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT9. MINIMUM EMBEDMENT OF ANCHORS, UNLESS OTHERWISE NOTED: DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE 1. REMOVE FORMS AND SHORES IN ACCORDANCE WITH THE FOLLOWING: BOLSTERS, SPACERS,AND HANGERS ATA MAXIMUM 3-FOOT SPACING. PACIFIC R I M CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S 3. WELD REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING QUALIFIED } /� t ARTS REPRESENTATIVE, LOCATIONS REMOVE FORMS AND WELDERS. ANCHOR WEDGE SLEEVE SHELL MARTIAL ARTS 8, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR, ROOF SHORES NO SOONER THAN 4. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE DIA. EMBEDMENT EMBEDMENT EMBEDMENT AND WALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. BOTTOM FORMS AND SHORES FOR 7 DAYS,AND F'C=3500 PSI SHOWN. ACADEMY COORDINATE THE SIZE AND LOCATION OF OPENINGS ASSOCIATED WITH, BUT NOT MILDLY REINFORCED SLABS, MINIMUM 5. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS 1/4" 2" 1 Y" 1" PRACTICABLE. s „ " LIMITED TO, ELECTRICAL,MECHANICAL AND PLUMBING TRADES. SUBMIT FINAL BEAMS AND GIRDERS s - 1 Y4 - 8970 SW BURNHAM STREET 6, DETAIL,FABRICATE AND PLACE REINFORCING ACCORDING TO ACI 315,"DETAILS SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE OWNER'S SIDE FORMS FOR BEAMS AND 72 HOURS „ 2 Yz" 1 " 1 ls" TIGARD, OREGON REPRESENTATIVE FOR REVIEW. GIRDERS AND DETAILING OF CONCRETE REINFORCEMENT", 9. REFERENCE DATUM FOR THE ELEVATIONS IS FINISH FIRST FLOOR,SEE DRAWINGS COLUMNS AND WALLS 72 HOURS 7. A. CORNERS RNL REINFORCING S(MINIMUM, UNLESSS NOTED FOUNDATIONS:OTUNRWSE ON DRAWINGS): Y2" 3Y2" 17l" 2" 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO A. CORNERS AND INTERSECTIONS OF WALLS AND CORNER BARS f" 4" 2" 2 Y2, WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. FOOTINGS,PILE CAPS,AND GRADE 48 HOURS EQUAL IN SIZE AND NUMBER TO HORIZONTAL. REINFORCING LEG LENGTH=48 BEAMS BAR DIAMETERS(2'-0"MINIMUM). 4" 4 Y4" 2Y2" 31s" EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY 9. DO NOT FIELD BEND, DISPLACE,WELD, HEAT OR CUT REINFORCING UNLESS 1" 6" AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION - WITH THIS WORK. 2. PROVIDE CURING WHERE FORMS ARE REMOVED IN LESS THAN 7 DAYS, INCLUDING INDICATED ON THE DRAWINGS,OR APPROVED BY STRUCTURAL ENGINEER OF 11. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN BUT NOT LIMITED TO WALLS,COLUMNS,AND UNDERSIDE OF ELEVATED SLABS. RECORD. ACCORDANCE WTH THE MANUFACTURER'S INSTRUCTIONS. 12. PROVIDE BLOCKING BETWEEN STUDS(OR OTHER MEANS OF BRACING)AT WOOD REVISIONS: BEARING WALLS TO PREVENT STUD BUCKLING PRIOR TO INSTALLATION OF # DESCRIPTION DATE GYPSUM WALLBOARD. 13. SUBMITTALS: STRUCTURAL STEEL A. SUBMIT SHOP DRAWINGS FOR: 1. REINFORCING STEEL 1. STRUCTURAL STEEL TO CONFORM TO THE FOLLOWING UNLESS OTHERWISE #i, STRUCTURAL STEEL CAST-IN-PLACE CONCRETE NOTED: iii. PRE-FABRICATED BEAMS ADHESIVE ANCHORS AND DOWELS V. GLUE LAMINATED MEMBERS 1. CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. SECTIONS MATERIAL SPEC B. SUBMIT SHOP DRAWINGS, STAMPED BY A REGISTERED STRUCTURAL WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT ROLLED SHAPES 1. ALL ADHESIVES MUST HAVE AN ICC-ESR APPROVAL FOR USE IN CRACKED ENGINEER LICENSED IN THE STATE OF OREGON ,FOR: GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR WIDE FLANGES ASTM A992 CONCRETE.ALL ADHESIVES REQUIRE APPROVAL OF THE ENGINEER OF RECORD. i. LIGHT METAL PLATE CONNECTED WOOD TRUSSES CONDITIONS, SUBJECT TO REVIEW BY THE OWNER'S EMBEDMENT DEPTH FOR ANCHORS AND DOWELS IS AS FOLLOWS, UNLESS C. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF MATERIAL. REPRESENTATIVE.SUBSTITUTION OF SHOTCRETE FOR CAST-IN-PLACE CONCRETE CHANNELS,ANGLES, &OTHER ASTM A36 OTHERWISE NOTED. THE TESTING LABORATORY WILL PERFORM TENSION TESTS IS NOT ACCEPTABLE. PLATES ON 25%OF ANCHORS AND DOWELS TO THE FOLLOWING TEST LOADS: 2. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS. SUBMIT COLUMN BASE PLATES ASTM A36 ROD DIA OR BAR ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE BEAM SHEAR CONNECTION PLATES ASTM A36 SIZE EMBEDMENT TEST LOAD BASE MATERIAL WORK, BEAM STIFFENER PLATES ASTM A36 3/8" 4" 1800# CONCRETE DESIGN CRITERIA 3. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, OTHER ASTM A572, OR 50 Y' 5" 3200# CONCRETE ROUGHEN CONTACT SURFACES TOY-INCH AMPLITUDE AND CLEAN OF LAITANCE, 1. APPLICABLE CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE FOREIGN MATTER, AND LOOSE PARTICLES. STEEL PIPE ASTM A53 GRADE B a" 6" 5000# CONCRETE 2. GRAVITY LOADS: DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, 4. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF 3," 7° 7100# CONCRETE COLD FORMED HOLLOW STRUCTURAL UNLESS NOTED OTHERWISE: ADDITIONAL CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN. SECTION(HSS) ASTM A500 GRADE B 78„ 9" 9700# CONCRETE 3. LIVE LOADS: 5. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS A. ROOF; 20 PSF MINIMUM ROOF LIVE LOAD(REDUCIBLE ACCORDING TO OTHERWISE NOTED: STAINLESS STEEL SHAPES, PLATES ASTM A276 1" 11" 12800# CONCRETE INTERNATIONAL BUILDING CODE REQUIREMENTS) AND BARS B. PUBLIC AND EXIT FLOORS: 100 PSF LOCATION CLEAR COVER HIGH STRENGTH BOLTS ASTM A325N #3 5" 3000# CONCRETE C. OFFICE FLOORS:50 PSF ,. 4. SNOW LOADS: 20 PSF MINIMUM ON ROOF CONCRETE PLACED AGAINST EARTH 3 INCHES MACHINE BOLTS ASTM A307 #4 6 Y2" 5400# CONCRETE A. GROUND SNOW LOAD: 10 PSF FORMED SURFACES EXPOSED TO ANCHOR BOLTS ASTM F1554, OR 36 #5 8" 8400# CONCRETE B. SNOW EXPOSURE FACTOR, Ce= 1,0 WEATHER OR IN CONTACT WITH EARTH: C. SNOW LOAD IMPORTANCE FACTOR, I = 1.0 ANCHOR RODS ASTM A36 #6 10° 11900# CONCRETE D. THERMAL FACTOR, Ct= 1.0 #6 BARS AND LARGER 2 INCHES THREADED AND HANGER ROD ASTM A572, GR50 #7 12" 16200# CONCRETE E. SNOW BUILD-UP PER ASCE 7 #5 BARS AND SMALLER 1 '/INCH WELDED THREADED STUDS ASTM A108, GRADE #8 14" 21300# CONCRETE 5. SEISMIC DESIGN: SLABS ON GRADE(TOP CLEARANCE) 1 %INCH 1015 THROUGH 1020 2. ANCHORS: ASTM A38 THREADED RODS WITH ASTM A 563 GRADE A NUTS AND ANSI OCCUPANCY CATEGORY II NUTS FOR BOLTS AND MACHINE BOLTS ASTM A563 B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED IMPORTANCE FACTOR; 1.0 BEAMS, GIRDERS AND COLUMNS NOT 1 'f2 INCH Ss=0.971 S1=0.422 EXPOSED TO WEATHER OR EARTH HARDENED WASHERS ASTM F436 AS ASTM A193 GRADE B7 THREADED RODS TO USE ASTM A 563 GRADE OH HEAVY SOIL SITE CLASS D UNHARDENDED WASHERS ASTM F844 HEX NUTS AND ASTM F 436 WASHERS. 3. DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL. Sp$=0.720 Sol= 0.444 WALL OR SLAB SURFACES NOT PLAIN WASHERS ANSI 818,22.1 4. REMOVE GREASE, OIL, RUST,AND OTHER LAITANCE FROM RODS AND DOWELS SEISMIC DESIGN CATEGORY 0 EXPOSED TO WEATHER OR EARTH: BASIC SEISMIC FORCE RESISTING SYSTEM: BEVELED WASHERS ANSI 818.23,1 PRIOR TO INSTALLATION. BEARING WALL SYSTEM: #5&SMALLER INCH 5. REPLACE ANCHORS AND DOWELS THAT FAIL DURING TESTING AND RETEST. IF 2. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM Ai53,CLASS C, MORE THAN 10%OF THE TESTED DOWELS AND ANCHORS FAIL TO ACHIEVE THE LIGHT-FRAME WALLS SHEATHED WITH WOOD STRUCTURAL PANELS: #6  1 INCH STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO THE SPECIFIED TEST LOAD,TEST 100%OF THE DOWELS AND ANCHORS INSTALLED IN R=6,5 O = 3 Cd=4 #8,#9,#10 1 ' INCH WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM THE LAST 2 DAYS OF ANCHOR INSTALLATION. Cs=0.110 #14 2 INCHES A780, 6. THE DIAMETER OF THE HOLES IS PER THE MANUFACTURER'S INSTRUCTIONS. DESIGN BASE SHEARS: 3. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED PRIOR TO INSTALLING ANCHORS OR DOWELS,WIRE BRUSH HOLES TO REMOVE ONE STORY PORTION: VU= 12.93k 6. CONCRETE TYPES: BUILDING ARE DESIGNATED ARCHITECTUALLY EXPOSED STRUCTURAL STEEL RESIDUE, BLOWOUT WITH OIL-FREE COMPRESSED AIR,AND ALLOW HOLE TO DRY. TWO STORY PORTION: Vu=6.56k (AESS). 7. PLACE ADHESIVE WTH THE MANUFACTURER'S RECOMMENDED APPLICATION ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE 28-DAY 4. WELDERS TO BE CERTIFIED BY AWS AND THE GOVERNING JURISDICTION. TOOL TO A DEPTH AS SPECIFIED BY THE MANUFACTURER AND TO MINIMIZE THE CLASS STRENGTH LOCATION 5. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED AMOUNT OF ADHESIVE THAT WILL OVERFLOW OUT OF THE HOLE WHEN THE BAR IS PROJECT#: DRAWN BY: 6. WIND DESIGN: FOUNDATIONS, MISC. CURBS, HOUSE KEEPING CONSTRUCTION PROCEDURE ONLY. CONTRACTOR SHALL BE SOLEY RESPONSIBLE INSERTED. REMOVE EXCESS ADHESIVE ON THE ADJACENT SURFACES. 16-016 GFS BASIC WIND SPEED(Vu)= 120 MPH(3 SECOND GUSTS) A 3,000 PADS, ETC. FOR DETERMINING IF WELDS ARE PLACED IN SHOP OR FIELD. 8. INSERT THE ANCHOR OR DOWEL IN THE HOLE WITH A TWISTING MOTION TO THE OCCUPANCY CATEGORY II 6. PROVIDE NATURAL CAMBER UP, UNLESS NOTED OTHERWISE, EXCEPT AT REQUIRED EMBEDMENT DEPTH. DO NOT PUMP THE ANCHOR OR DOWEL IN AND DATE: WIND IMPORTANCE FACTOR= 1.0 B 3,500 SLABS ON GRADE CANTILEVERS. AT CANTILEVERS PROVIDE CAMBER SUCH THAT TIP OF OUT OF THE HOLE. WIND EXPOSURE=B C 4,000 WALLS, COLUMNS CANTILEVER IS ABOVE FINAL ELEVATION. 9. WEDGE BARS TIGHT AND CENTERED IN THE HOLE WITH WOODEN WEDGES(GOLF 29-JUN-2016 INTERNALPRESSURE COEFFICIENT=±0.18 D 5,000 SUSPENDED SLABS 7. SPLICE MEMBERS ONLY WHERE INDICATED. TEES)TO HOLD IT IN PLACE UNTIL THE ADHESIVE SETS. SHEET TITLE: WIND LOAD ON COMPONENTS: 9. PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING 10. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING,ABANDON AND SHIFT WALLS: +22,5 PSF,-24.7 PSF 7. CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM. SURFACES. THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 WALLS AT CORNERS: +22.5 PSF,-27.8 PS? WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS, OR MOISTURE 10. CONTRACTOR TO DESIGN AND PROVIDE ERECTION AIDS(BOLTS, CLIPS,SHIMS, ANCHOR DIAMETERS OR 1 INCH,WHICHEVER IS LARGER, OF SOUND CONCRETE 1-STORY PORTION: RETAINING COVERS MAY BE USED. CURING COMPOUNDS ARE NOT ACCEPTABLE. SEATS, ETC)REQUIRED TO FACILITATE CONSTRUCTION. BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE /� ROOF ZONE 1: +10.6 PSF,-21.5 PSF 11. EMBEDDED STEEL ASSEMBLIES: HOT-DIP GALVANIZE ACCORDING TO ASTM A 123, WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS GENE RAL ROOF ZONE 2: +10.6 PSF,-30,3 PSF -52.3 PSF AT OVERHANGS WHERE NOTED ON DRAWINGS ROOF ZONE 3: +10.6 PSF,-47.9 PSF -58.8 PSF AT OVERHANGS NOTED ABOVE,THE ENGINEER WILL DETERMINE A NEW LOCATION. A t 2-STORY PORTION: 11. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO r COTES I ROOF ZONE 1: +8.4 PSF,-23.7 PSF FABRICATING PLATES, MEMBERS,OR OTHER STEEL ASSEMBLIES ATTACHED WITH ROOF ZONE 2: +8.4 PSF,-28.1 PSF -31.9 PSF AT OVERHANGS ADHESIVE ANCHORS. ROOF ZONE 3: +8.4 PSF,-28.1 PSF -31.9 PSF AT OVERHANGS SHEET: Digitally signed by Gregory F. Shea . DN: C=US, E=greg.shea@11-ed.com, S 0=11 ED, OU="Engineering ", Gregory F. ShctGNGregOrY F. Shea Reason: I am the author of this document Date: 2016.06.29 14:03:42-07'00' _ . "`" �'; A t1,07, 'tti - y 1 , ,, ROUGH CARPENTRY SHEATHING ENGINEERED WOOD PRODUCTS - 0; s;;fi" 1, FRAMING LUMBER: DOUGLAS FIR(COAST REGION)GRADED AND MARKED IN 1. NAILS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE STAINLESS 1. CONFORM WITH ALL APPLICABLE PROVISIONS OF THE IBC. h-ryw'<= .,N .,.<>r: ACCORDANCE WITH THE STANDARD GRADING RULES NO. 17 OF THE WEST COAST STEEL. 2. LAMINATED STRAND LUMBER STUDS: . EL VEN i.NGINZ RIN DESIGN,LIC "' LUMBER INSPECTION BUREAU(W.C.L.I.B.)OR WESTERN LUMBER GRADING RULES, 2. SUBSTITUTION OF ORIENTED STRAND BOARD(OSB)FOR SHEATHING IS A. NOTED ON DRAWINGS AS"LSL". - .-2µ33 N1 55th AVENUE OF THE WESTERN WOOD PRODUCTS ASSOCIATION (W.W.P.A.). USE LUMBER OF ACCEPTABLE IF THE OSB: B. DIMENSIONS: 11"WIDE, 5 i"DEEP - PORTLAND,OREGON 97213 A. CONFORMS WITH APA PERFORMANCE STANDARDS FOR WOOD BASED971.344,1919 THE FOLLOWING GRADES: C. TIMBERSTRAND LSL 1.3E BY WEYERHAUESER/TRUE JOIST www.11-ED.CQM STRUCTURAL USE PANELS PRP-108 AND UNITED STATES PRODUCT STANDARD 3. DO NOT NOTCH STRUCTURAL MEMBERS, EXCEPT AS APPROVED BY THE MEMBER WOOD/GRADE ;�r r t�":. PS2-92. STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION. i ; SILLS IN CONTACT WITH HEM-FIR, NO. 2 OR BETTER, P.T. B. 1S MANUFACTURED WITH EXTERIOR GLUE. 4. STUD MEMBERS MAY BE DRILLED IN ACCORDANCE WITH THE MANUFACTURES PR }fi, C. HAS A LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD. WRITTEN RECOMMENDATIONS. r, ,.i N CONCRETE .,.. .,�, �`:,....,,N , STUDS D.F. -L, STUD D. BEARS THE APA TRADEMARK. 5. METAL CONNECTIONS IN CONTACT WITH PRESSURE TREATED LUMBER TO BE 1<uf�.: 1 3. PROVIDE PRESSURE-TREATED PLYWOOD WHERE INDICATED ON DRAWINGS. STAINLESS STEEL, INCLUDING, BUT NOT LIMITED TO NA€LS, SCREWS, LAG t 11 5JOISTS, PLANKS AND PLATES D.F.- L, NO. 1 CONFORM WITH AWPA STANDARD C-9. MARK SHEETS WITH AWPB. BOLTS,WASHERS, PLATES, BOLTS AND HANGERS,FOR SIMPSON STRONG-TIE �" BEAMS, 5"&WIDER D.F.-L, NO. 1 4. SHEATHING TYPES: CONNECTORS AND FASTENERS, OR APPROVED. SEE"OTHER WOOD OREGON BEAMS,4"& NARROWER D.F.-L, NO, 1 A. ROOF SHEATHING: Ye INDEX 40/ 20 CONNECTIONS"FOR FURTHER INFORMATION. 0.#s .; 1 g.1, POSTS,6X6&LARGER Q.F.-L, NO, 1 B. FLOOR: INDEX 48/24 T&G 6. C. WALL: Y"INDEX 24/0 ‘41)POSTS,4X6&SMALLER O.F.-L, NO. 1 5. SHEATHING LAYOUT AND INSTALLATION: __, RENS/VS:LI t30�2016" ._ FRAMING BLOCKING& D.F.-L, NO.2 A LAY OUT PLYWOOD SHEATHING WITH END JOINTS STAGGERED, UNLESS NOTED BRIDGING OTHERWISE. - PLYWOOD BLOCKING D.F.-L, N0. 2 B. LAY OUT PLYWOOD TO ELIMINATE WIDTHS LESS THAN 1'-0"AT ROOFS, OR LESS THAN 2'-0"AT FLOORS, UNLESS ALL EDGES OF UNDERSIZED PIECES ARE BACKING,STRIPPING AND D.F.-L,CONSTRUCTION SUPPORTED BY BLOCKING. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES FURRING C. PROVIDE PANEL SPACINGS ACCORDING TO APA RECOMMENDATIONS. D. NAIL ACCORDING TO SCHEDULE AND DRAWINGS. 1. DESIGN TRUSS SYSTEM ACCORDING TO PROVISIONS OF"RESIGN SPECIFICATIONS 2. PANEL SHEATHING: IDENTIFY WOOD STRUCTURAL PANELS WITH THE 6. PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS, APPROPRIATE TRADEMARK OF APA-THE ENGINEERED WOOD ASSOCIATION AND 7. FLOOR SHEATHING FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY THE TRUSS PLATEPACIFIC + MEET THE REQUIRMENTS OF THE VOLUNTARY PRODUCT STANDARD PS-1-95 AND A IMMEDIATELY PRIOR TO PLACING PANELS,APPLY A 1/4"DIAMETER INSTITUTE, UNLESS NOTED OTHERWISE. RIM �1 M APA PRP-108 PERFORMANCE STANDARD. CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE, CONFORMING WITH AFG-01, 2. TRUSS DESIGN CRITERIA: A. PANEL SHEATHING TO BE EXPOSURE 1. TO TOPS OF ALL JOISTS, BLOCKING AND PLATES. A. ROOF TRUSSES: MARTIAL, ARTS B. PLYWOOD PANELS TO BE 5-PLY MINIMUM. I. DEAD LOAD: 12.5 PSF(NOT INCLUDING WEIGHT OF TRUSS) C. PLYWOOD TO BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER; CD GRADE ii. SNOW LIVE LOAD: 20 PSF+ DRIFT ACADEMY ELSEWHERE. iii. NET WIND UPLIFT LOAD: VARIES-REFER TO LOAD CRITERIA D. PROVIDE THE FOLLOWING GRADE AND SPAN RATINGS: iv. LIVE LOAD DEFLECTION; 1J380,MAX 8970 SW BURNHAM STREET 3. PROVIDE TRUSS AND COMPRESSIVE MEMBER LATERAL BRACING AND CONNECTIONS TIGARD,OREGON CONNECTIONS: FOR CONSTRUCTION AND PERMANENT LOADS, INCLUDING BRACING FOR WIND UPLIFT. PANEL ROOF/FLOOR 1. CONNECTIONS OF LUMBER FRAMING SHALL BE AS SHOWN IN THE FOLLOWING 3, CONNECTION PLATE DESIGN: DEVELOP FULL DESIGN STRESS IN A MEMBER, PROVIDE THICKNESS MINIMUM GRADE RATING TABLE UNLESS NOTED OTHERWISE. A MINIMUM TRANSFER AT ANY MEMBER OF 2,000 POUNDS. 4. SHOP DRAWINGS: 1%2 AND% CD/CC 40/20 CONNECTION TYPE FASTENER A. INCLUDE ERECTION PLAN SHOWING LATERAL BRACING FOR TRUSS 23/32" CD/CC 48/24 STUD TO PLATES- END NAIL (2) 16d COMMON OR(3) 10d COMPRESSIVE MEMBERS AND REQUIRED BRACING CONNECTIONS. STUDS TO PLATE -TOE NAIL (4) 10d COMMON B. SUBMIT TRUSS DESIGN CALCULATIONS SHOWING MEMBER FORCES AND 3. MAXIMUM MOISTURE CONTENT: 19%AT 3X OR LESS(LEAST DIMENSIONS) COMBINED STRESSES. MEMBERS. TOP PLATES & BOTTOM PLATES C. SUBMIT ICC/ICBG APPROVAL INFORMATION, 4, PROVIDE SOLID BLOCKING(SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING - SPIKE TOGETHER 10d COMMON AT 8" O.C. 5. SUBMIT CERTIFICATES FROM AN INDEPENDENT INSPECTION COMPANY ASSERTING REVISIONS:(MAXIMUM SPACING OF$'-0°O.C.)AT JOISTS WITH A 5:1 OR GREATER LAP INTERSECTIONS (4) 10d COMMON EACH SIDE OF JOINT THAT TRUSSES DELIVERED TO PROJECT SITE CONFORM WITH APPROVED SHOP # DESCRIPTION PTtON DATE DEPTH-TO-THICKNESS RATIO OR WHERE 1 EDGE OF JOIST IS NOT ATTACHED TO DRAWINGS. SUBMIT INSPECTION CERTIFICATES PRIOR TO START OF ERECTION. SHEATHING,WALLBOARD, BRACING, ETC. FLOOR, ROOF, CEILING JOISTS 6. ALL CONNECTIONS OF THE TRUSSES TO THE SUPPORTING STRUCTURE, INCLUDING A. PLATES AND LEDGERS USED IN INTERIOR CONDITIONS(LUMBER AND -TO PLATES OR BEAMS-TOE NAIL (2) 10d COMMON WIND UPLIFT, SHALL BE DESIGNED AND PROVIDED BY THE TRUSS SUPPLIER. MINIMUM FASTENERS ARE INSIDE OR CONCEALED BY MOISTURE BARRIER, ROOFING, CONNECTION OF TRUSSES TO SUPPORTING MEMBERS SHALL BE(1)SIMPSON H1 ETC.)AND IN CONTACT WITH CONCRETE OR MASONRY ARE TO BE SEPARATED BLOCKING TO PLATE-TOE NAIL (2) 10d COMMON ANCHOR AND(2) 100 TOE NAILS, UNLESS NOTED OTHERWISE. FROM CONCRETE OR MASONRY BY USE OF A MOISTURE BARRIER SUCH AS BLOCKING TO JOISTS - EACH END (2) 10d COMMON 7. DOUBLE TRUSSES UNDER MECHANICAL UNITS, UNLESS NOTED OTHERWISE. W.R. GRACE,VYCOR OR SIMILAR. USE STANDARD OR NON-PRESSURE TREATED CORNER STUDS 10d COMMON AT 12"O.C. LUMBER. B. PLATES AND LEDGERS USED FOR EXTERIOR CONDITIONS(EXPOSED TO 2X LAMINATED BEAMS 10d COMMON AT 12"-2 ROWS STAGGERED EXTERIOR ENVIRONMENT IN ANY CIRCUMSTANCE)TO BE PRESSURE TREATED. 3x6 TONGUE AND GROOVE DECKING 6, DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. SEE SCHEDULE AND DRAWINGS FOR NAILING. - EACH BOARD TO SUPPORTING (1)40d COMMON TOE NAIL & 7. ROUGH HARDWARE: MEMBERS (1) 60D COMMON FACE NAIL A. NAILS: COMMON WIRE NAILS, FEDERAL SPECIFICATION FF-N-105B, STANDARD -TO PARALLEL WALLS AND BEAMS (1) 60d COMMON FACE NAIL AT 8"O.C. LENGTHS U.O.N. USE HOT-DIPPED ZINC-COATED GALVANIZED NAILS FOR -TO ADJACENT COURSES 8" SPIKES AT 30" O.C. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS EXTERIOR INSTALLATIONS AND WHEN PENETRATING PRESSURE TREATED OR FIRE-RETARDANT LUMBER. 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED B. BOLTS AND THREADED RODS: ASTM A307, SQUARE OR HEXAGONAL HEAD BY THE OWNER TO PERFORM THE FOLLOWING TESTS AND INSPECTION. PROVIDE MACHINE BOLTS WITH ASTM A563 NUTS. USE MALLEABLE IRON WASHERS ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED BY THE UNDER HEAD AND NUT WHEN IN CONTACT WITH WOOD. CONTRACT DOCUMENTS. C. LAG SCREWS: ASTM A307,ANSI/ASME STANDARD B18.2.1. USE ANSI B18.22.1 OTHER WOOD CONNECTIONS 2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD. REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE D. SCREWS: ASTM A307,ANSI/ASME STANDARD B18,6.1. USE CADMIUM-PLATED 1. FRAMING CONNECTORS: SIMPSON STRONG-TIE OR APPROVED. CONTRACT DOCUMENTS,ADDITIONAL TESTS, INSPECTIONS,AND NECESSARY PAN OR ROUND HEADED SCREWS AT STEEL TO WOOD AND WOOD TO WOOD A. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE. CONNECTIONS. MANUFACTURER, UNLESS NOTED OTHERWISE. 3. THE ITEMS IDENTIFIED ON 50.2 REQUIRE TESTS AND INSPECTIONS IN E. MISCELLANEOUS STEEL: ASTM A36. B. CONNECTIONS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE ACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER"STRUCTURAL TESTS F. BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO THE STAINLESS STEEL. AND INSPECTIONS"OF THE CODE OF THE GOVERNING JURISDICTION AS NOTED IN WEATHER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. C. HANGERS TO DEVELOP BENDING STRENGTH OF MEMBERS,UNLESS NOTED THE GENERAL SECTION OF THESE GENERAL NOTES. ADDITIONAL ITEMS AND G. FRAMING CLIPS,SHEET METAL STRAPS, ETC.: SIMPSON, OR EQUIVALENT USP, OTHERWISE ON DRAWINGS. REQUIREMENTS FOR TESTS AND INSPECTIONS ARE IDENTIFIED IN THE WITH ICBG REPORTS. DESIGNATIONS ON DRAWINGS ARE BASED ON SIMPSON 2. ANCHOR BOLTS:ASTM A307 OR ASTM A 36. SPECIFICATIONS. CATALOGUE NUMBERS. 3. PROVIDE STAINLESS STEEL ANCHOR BOLTS, EXPANSION ANCHORS, PLATE 4. NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN 8. NAILING: WASHERS AND THREADED RODS IN CONTACT WITH PRESSURE-TREATED LUMBER, ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL A. DRIVE NAILS PERPENDICULAR TO THE GRAIN, U.O.N. 4. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING OBSERVATIONS: B. PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND WHEN ON WOOD.SEE SHEAR WALL SCHEDULE FOR SQUARE WASHER REQUIREMENTS WOOD TENDS TO SPLIT. AT SHEAR WALLS. A. FOUNDATIONS C. AIR-DRIVEN NAILS TO BE FULL-HEADED NAILS. DO NOT OVERDRIVE NAILS. 5. ANCHOR ALL PLATES AND LEDGERS WITH A MINIMUM OF 3 ANCHORS PER PIECE. I. REINFORCEMENT D. PANEL SHEATHING: - 6. MINIMUM SIZE AND MAXIMUM SPACING OF PLATE OR LEDGER CONNECTIONS: B. STEEL FRAMING i. AT FLOOR AND ROOF SHEATHING, USE RING SHANK NAILS. USE SMOOTH A. PLATES TO CONCRETE FOUNDATION WALLS: i. GENERAL SHANK NAILS AT WALLS. "0 X 10"ANCHOR BOLT AT 4"-0"O.C. C. WOOD FRAMING ii. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE WO X 10"ANCHOR BOLT AT 4'-0"O.C. I. GENERAL DEMONSTRATION FOR EACH PROJECT AND APPROVAL BY THE OWNER'S B. LEDGERS TO CONCRETE WALLS: ii. SHEARWALLS AND HOLD-DOWNS REPRESENTATIVE. THE INSTALLATION IS UNSATISFACTORY IF NAILHEADS /"O EXPANSION ANCHORS AT 4'-0"O.C, iii. DIAPHRAGMS AND COLLECTORS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND EXPANSION ANCHOR EMBEDMENTS(UNLESS NOTED OTHERWISE): D. CONCRETE HAMMER OR IF THE MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT 3/¢"0 WITH 3Y2'MINIMUM EMBEDMENT. I. SLABS AND SLABS-ON-GRADE MAINTAINED. MACHINE NAILING IS NOT APPROVED IN 5/16"OR LESS SHEATHING. €€i. GLUE FLOOR SHEATHING AT ALL POINTS OF CONTACT. 9. BOLT AND SCREW INSTALLATION: A. DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER THAN THE GLUED LAMINATED TIMBER BOLT NOMINAL DIAMETER. B. DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS. PROJECT#: DRAWN BY: 1, PROVIDE STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES IN I. DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF CONFORMANCE WITH ANSI STANDARD A190.1. MARK MEMBERS WITH THE 16-016 GFS THE UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT 7/8 THE ENGINEERED WOOD SYSTEM APA-EWS TRADEMARK OR RITC QUALITY INSPECTED DIAMETER OF THE WOOD SCREW. MARK INDICATING CONFORMANCE WITH PROVISIONS OF ANSI STANDARD A190.1. DATE: ii. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE SCREW WITH 2. FABRICATE MEMBERS OF DOUGLAS FIR(COAST REGION)LUMBER CONFORMING A DRILL BIT WHOSE DIAMETER IS 7/8 THE DIAMETER OF THE SCREW AT THE 29-JUN-2016 TO PARAGRAPH 154 OF THE STANDARD GRADING RULES NO. 17 FOR WEST COAST ROOT OF THE THREAD. LUMBER OF THE WEST COAST LUMBER INSPECTION BUREAU. SHEET TITLE: iii. INSERT THE SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE WITH A 3. BEAMS TO BE COMBINATION 24F-V4 FOR SINGLE SPAN MEMBERS AND 24F-V8 FOR HAMMER. CONTINUOUS OR CANTILEVERED MEMBERS UNLESS OTHERWISE NOTED. Iv. LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. 4. ADHESIVES TO BE EXTERIOR TYPE. C. DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS. 5. APPEARANCE TO BE APPEARANCE GRADE UNLESS OTHERWISE NOTED. �-+ I. DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF 6, NOTCH OR BORE GLUED LAMINATED MEMBERS ONLY WHERE SPECIFICALLY GENERAL THE UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT OF THE DETAILED ON THE STRUCTURAL DRAWINGS. SAME DIAMETER AS THE LAG SCREW. NOTES 2 ii. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW WITH A DRILL BIT WHOSE DIAMETER IS 60 PERCENT OF THE NOMINAL LAG SCREW DIAMETER. iii. INSERT LAG SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE WITH A HAMMER. LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE i INSTALLATION. SHEET: 10. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVER SUPPORTS. PROVIDE 2 INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING, OR SOLID BLOCKING BETWEEN JOISTS IN SPANS EQUALLY SPACED 8 FEET ON CENTER MAXIMUM AND WHERE INDICATED. • 11. DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS,JOISTS, BEAMS, OR POSTS. 102 , „;„,„„ 4.1 4,-,,,,. 4,4- ,,,-- ”,-mit, ,N, iv' : - - • A, - atlitz • IN 9 ,${,,,,,,„-"k'4, - NEW CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION .$,,,L• qmi,1 :,.. 4-- o,-,4. / / / EL:ZVFNINVNEERING at' DESIGN,1-1C s'--. . ---I . - 2432 NE 59tli AVENUE SLAB KEYNOTES: . ._ , -I PORTLAND,OREGON 97213 AI, 971.344.1919 WWW.11-ED.COM 2 S505 5505 SIM. . 4" CONCRETE SLAB ON GRADE. REINFORCE WITH #4 @ 18" O.C. EACH WAY. PLACE BOTTOM MAT ON 1.5" CHAIRS. tiv,.sro mop-1 4 1 4c --. ''''' .• ..C.., .G.% N$, N <<,v, ce.o. , .,, i „...., . Of,/'IX•SW, -#240740X(OWASOYAW:I'','/AWAY.dir.".490:6572019Y407A6OZONWASPY --ZAWZZAW147.04WASWASSWArzaweAW,657/.4692:4W.49240W..4027.6WAWASfe " ——— – – —— — ——— —— — r- • r in III T r LI --"i _1 L __ ___ I _I 00 1.1 1,. .—r--..-_.---71 .....____._'..i 1.' .............,..",y1T ,1 F........_.............._. L 1 1 1 1 W I " 550 I 5401 slim. - RENEVVi;06/30/2016 1- - ...,..1 1 - - CM I 1-- L. _ —1 SLAB r9 r 1 , 1 ink Ara , S505 0 CONTROL JOINTS TYP. In ., 5503 5503 PACIFIC RIM MARTIAL ARTS . - _ 6 SLAB s4401 ACADEMY 0,---0 — CONTROL JOINTS TYP , F1 f ir 8970 SW BURNHAM STREET TIGARD, OREGON _ I r - -i I 0 F9 , 1111111111111 IIIIIMMI IMMO OMNI OM 011.11110 11111110MIN. 1 F6 131 L— —— — — —— --J 1 !? v 0 1 1 I . I 11:101:00:00 I ............rmi.... . I . 4 4 , 5 LJ L _ J issos S505 ' , - . REVISIONS S505 101/2" : # DESCRIPTION DAT: 18'-11" 4'-1 1/2" 9'-5" / /16`-0" 5401 S401 5401 ----,-- - - , 0 FOUNDATION PLAN Scale: 1/8" = V-0" FOUNDATION SCHEDULE MARK SIZE (LIWIT) LONGIT. REINF. TRANSV. REINF. NOTES TOP OF FOOTING ELEVATION Fl CONT x l '-0" x 12" (2) #4 NA SEE DETAIL 1/S505 FLU, SH WITH FINISH FLLOOR .., - F2 CONT x 1 '-O" x 12" (2) #5 NA SEE DETAIL 1/S503 FLUSH WITH FINISH FLOOR F3 3'-8" x 3'-8" x 12" (4) #5 (4) #5 SEE DETAILS 2/S503 & 3/5503 FLUSH WITH FINISH FLOOR .. EXTEND TRANSV. REINF. INTO ' -, -_, FOUNDATION MARK 7 8" BELOW FINISH FLOOR .. . F5 10'-6" x 5'-0" x 13" _ (7) #6 (4) #6 TRANSV. REINF. IN BOTTOM MAT 8" BELOW FINISH FLOOR . F6 17'-3" x 3'-6" x 13" (4) #6 x 21 '-9" (16) #5 EXTEND TRANSV. REINF. INTO FOUNDATION MARK 5 8" BELOW FINISH FLOOR PROJECT#: DRAWN BY: 16-016 F7 13'-10" x 3-6" x 13" (4) #5 (13) #5 8" BELOW FINISH FLOOR DATE GFS F8 34'-0" x 3"-6" x 21" (4) #5 (36) #5 .,.. FLUSH WITH FINISH FLOOR 29-JUN-2016 F9 , SHEET TITLE:CONT x 2'-O" x 13" , (2) #5 NA 8" BELOW FINISH FLOOR FOUNDATION PLAN SHEET: ... 201 :, , •• .., . V, . _ ,. ". : *to- Y-SiMP'''`'• tau, ;iv*A • . ' . : *., liciiC; 7, .VAiif '.... W.:a ".. - - alt:••. tat ' NA EA ' iffi Neat WI i'::;g1 40'.. / _ fl / CD : - Er..E."1.F..NZ451NEEalkilit DESIGN,LLC • ' : - ' 432 NE S9-di AVENUE • -- PORTLAND,OREGON 97213 104 1/2" 971.344.1919 C-.) ./ WWW.11-ED.COM -(../ fi 4,1 :G5‘10:'''....\\::4°: 11 T. I ' 1 61 :t; 1 1 d II I I ' / • .., -il 1 , ' 0 - • . RENEWS.06:36:2:16 _ , 1 il i ' 1 il 1 , illik ., CN1 r- I II I i, '''''''''''''''' S 04 , 1 11 1 11 11 11 L .: 1 11 1 11 11 . 11 .:. PACIFIC RIM 1 ii I. II ii ii S501 ii II II Ii II II t I ' I 1 1 1 , \ \ KEYNOTMARTIAL ARTS ES. . ACADEMY .. Zt 0 2x10 JOISTS @ 16"0.C, .: .503 S503 897° to SIWBURNHAMSTREET 0 T&G PLYWOOD, STAGGER PANEL TGARD, OREGON _ <0 ...,..,,, ...e G CD ,..,,.. ,0 3X 21 L6 z k... \ C) GL5 1.1X 15 7 I' S5401 0 3X T&G DECKING ® 1 . 7 i 60 ® I"STRUCTURAL PANEL SHEATHING OVERLAY. PANEL JOINTS SHALL NOT REVISIONS: S:01. 0 S501 ;-r-, LINE UP WITH JOINTS IN THE DECKING. PANEL JOINTS MUST OCCUR ON 7 COMMON PIECE OF DECKING. # DESCRIPTION DATI 0 to / / iN 07 1 4"X S j" 1,55E TIMBERSTRAND LSL STUDS @ 16"O.C.-FULL HEIGHT Immo lor...41•1•141 , 5 . . ---;,. .<1) 1 6H2161 27HxTE2Asi DT.EuCRDOBANETTAIENMA:AOTHu OSE NPFDERNOI NMGGWR 1/0(2)5 2:GT Rml MD M6 E R S T U D S A N D(1) F U L L 5501 1 1 0 ...., fk) S. , 04 a) vs war 1 , — --1 — 1...o., .$) ts- (.0 / in 1 t.'1 2- '111- ' ° \ \ .T i..4,: .1..-::::.,:-',. ...6 1 ,. 8 5501 , • 11-5 VT ...,..4 itV-0" ' / / / .. .. : , Illk 5 4 3 6 „,. ,,: ,,• 55025502 . • 5502 S502 S502 411 SECOND FLOOR FRAMING PLAN • . Scale: 1/4" = 1'-0" PROJECT#: DRAWN BY: 16-016 GFS DATE: ...... ' ' 29-JUN-2016 SHEET TITLE: SECOND ' FLOOR . .. FRAMING PLAN SHEET: S• 202 .1•1411•01...1*0011.1.110•1•411141111••••10.. --.-- : -- -... -- - ' - - cq,* --',7r.r44,4 -- ,-klk•,:' -'' • : - -' :Sy.,-61-717RC-3;t:44:<21:'YI: •-- -'0 . :Ititt- : '\4:1'n i'.4 ,,,,. . .... , . ,. , ELEyEN.ENGINEERING&DESIGN,LLD - - - 2432 NE 59th AVENUE PORTLAND,OREGON 97213 vs„971.3441919 2 NI 10 WWW.11-ED.CO S505 S501 l.00)01-#.,4.. (1)- 49 4.7), •„$, .. v\i,:13,Eicio3N , // /././ /// ///////// r/, ///////// / /// /////////// )fti.0.1.1"1.1•1 MOW Owe Ai -.OR y f. ,,....--.. S504 RENEWS.06/30/2016 ....--.—..._ c., cv • -., - ;I- 0 .., .....-- ..... PACIFIC RIM .... i 0 . nu is• zz, 4.3 03 cf) --- 1 S501 4 4C")„, - - ' I 3 S501 MARTIAL ARTS z., •L• S501 ACADEMY S505 ‘ii , 1 ii ;•.*. ,_. 11 ......... - ..........................., 0 1111} 11) N . 8970 SW BURNHAM STREET TIGARD,OREGON I I I 1111 ______-- S501 t • I I 11 11111111=111111111111•11111111MMII MEN 110011.10011.1111 IIIMMOM III i MOM iimowl =NM I / I I I NW MIEN MEM 11.111111111111 OM il MM. Wil 111111 i 111111111111 ,, . . ,, - . i _.. ............. .............. ...----------- 1 kolli / / f 1 REVISIONS: 0 0 .• lir • -) 1'-2 3/4" # DESCRIPTION DAT: 3 , 0 TYP.AT 4 Arlik 0 , / S505 EXTERIOR S505 S505 f------ 2 WALLS , ... I 11'-5 1/2" / 18'-0" /4* 1.-0" /7:_-(-"-e-- :::;;r„:„.,1_it•6-7,_ 0S5102 / 48'-5 1/2" / 64'.6 1/2" / 29'-5 1/2" / b4 ,\c : • ,-- C LOWER ROOF FRAMING PLAN ..I. r UPPER ROOF FRAMING PLAN Scale: 1/8" = -0" Scale: 1/8" = 11-0" LOWER ROOF KEYNOTES: UPPER ROOF KEYNOTES: 0 2x6 STUDS @ 16"O.C. 0 MONOSLOPE ROOF TRUSSES ©24"O.C., 1/2:12 PITCH 0 5 4"x 11 i"2.2E PARALLAM PSL BEAM W/(2)2x6 TRIMMER STUDS AND(1)FULL CI. 1/2"24116 STRUCTURAL PANEL SHEATHING, STAGGER PANEL EDGES HEIGHT STUD EACH END 0 GL5 ix24 3 NEW GABLED ROOF TRUSSES e4)24"0.C.,2:12 PITCH ) 6x12 BEAM ABOVE WINDOW OPENING WITH 2x6© 16"O.C. STUD WALL (1) RIDGE LINE ABOVE 0 1/?24/16 STRUCTURAL PANEL SHEATHING,STAGGER PANEL EDGES 0 EXISTING GABLE ROOF TRUSSES AT 24"O.C. 0 SECOND FLOOR BELOW-SEE 8202 FO Fk FRAMING •,, PROJECT#: DRAWN BY: 16-016 GFS DATE: . 29-JUN-2016 SHEET TITLE: ROOF FRAMING PLANS SHEET: ,-- .... .- s 203 ,......_._........_:._ .., -— fiv)::'-iSPt :It': ,''' ' • d �G #4 Y^ /, .l vyF b - ;- "ZEI.E'A .EliGIiVEr.R1r+VG&T)ESIGIV,LIC -.-2432,JE33th.VENUE - " `: ORTCAND,=OR GON 97213 NEW CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION - - 971.344.1919 { f ■j��'^ygj� j�[(,/.`y�j7� WWW.11-ED.COM SHEAR WALL. GENERAL. NOTES: ��u la41 . -- 1O'-4 112" ,mac G 1 3i ' !. k. 1. SHEATHING SHALL BE 32/16 EXTERIOR STRUCTURAL PANEL COMPLYING / � ` x. . i , a vr. a .. m .z. .. , n a .: / ,F: .•, .t ,.♦ f,>. i,`f /.•! ,,r !! {,: !t ,/ : r,. !: t1 f.'" .' :' !' ! .+-. WITH DOC PSI OR Pfr� . I YYI 2. ALL SHEATHING NAILS ARE COMMON DESIGNATION. 8d COMMON NAILS ARE '11,` �� 44`" I 7 0.131 IN DIAMETER BY 2 i" LONG. NAIL SPACING AT INTERMEDIATE S 1 .r M SUPPORTS SHALL NOT EXCEED 12" O.C. RENEWS 06/30/ 016 3. ALL HOLD-DOWNS AND ANCHOR BOLTS ARE AS MANUFACTURED BY `I �t 8 q' SIMPSON STRONG-TIE. 4 1"0 SHEAR BOLTS SHALL HAVE 7 2" EMBEDMENT INTO CONCRETE, MEASURED FROM THE TOP OF CONCRETE TO THE UNDERSIDE OF THE EMBEDDED HEAD. EACH SHEAR BOLT SHALL HAVE SIMPSON BPSe-6 ElBEARING PLATES WITH A STANDARD CUT WASHER BETWEEN THE BPS PACIFIC RIM PLATE AND THE NUT. A SHEAR BOLT SHALL BE LOCATED NO MORE THAN 12" MARTIAL ARTS FROM EACH END OF THE WALL. SHEAR BOLTS SHALL BE SPACED A ACADEMY MAXIMUM OF 6'-O" O.C. 8970 SW BURNHAM STREET 5. WHERE BLOCKING IS REQUIRED PROVIDE 2X4 FLAT BLOCKING OR 2X6 TIGARD, OREGON BLOCKING FULL DEPTH OF THE STUD. PROVIDE EDGE NAILING FROM BOTH x ADJACENT PANELS TO THE BLOCKING. —, ) , ----, 1^-""1 , � , 6. FULL DEPTH BLOCKING IS REQUIRED AT 8'0" O.C. MAXIMUM FOR ALL STUDS. }i FOR STUD HEIGHTS GREATER THAN 8'-O" AND LESS THAN 16'-0" THAT DO ti y 4\44§VG-T �, NOT REQUIRE SHEAR BLOCKING, PLACE THE 2X6 FULL DEPTH BLOCKING AT q � MID-HEIGHT OF THE WALL. REVISIONS: # DESCRIPTION DATE - SW1 0 SHEARWALL PLAN Scale: 1/8" = 1'-0" SHEAR WALL SCHEDULE SHEATHING BLOCKING AT HOLD-DOWN 2ND FLOOR SHEAR WALL MARK THICKNESS EDGE NAILING PANEL EDGES HOLD-DOWN ANCHOR BOLTS SHEAR BOLTS TRANSFER SWI 32" 8d a 6" NOT REQUIRED NONE REQUIRED NA (4) t'Ø NA SW2 12„ 8d 6" NOT REQUIRED NONE REQUIRED NA (7) FØ A 3 SW32" 8d @ 6" NOT REQUIRED NONE REQUIRED NA (9) s""O NA SW4 15u32 8d 6" NOT REQUIRED NONE REQUIRED NA (6) t'ø NA i 8d 6" ABOVE 2ND FLOOR DTT2`� AT 2ND FLOUR 2"S ROD ►" SW5 „ BLOCKED (3) 0 SEE DETAIL #/S50# 32 8d @ 4" BELOW 2ND FLOOR HDU4-SDS2.5 AT GROUND SBsx24 zi 8d IV 6" ABOVE 2ND FLUOR HDU -SDS2.5 AT 2ND FLOOR $"f ROD SW6 BLOCKED (2) SEE DETAIL #/S501 8d 4," BELOW 2ND FLOOR HDUB SDS2.5 AT GROUND SB$x24 8d 4" ABOVE 2ND FLOOR DTT2 AT 2ND FLOOR 2"0 ROD 5„ PR©JECT#: DRAWN BY: 1 "" 32 16-016 GFS SW7 BLOCKED (�) DATE: 8d 4" BELOW 2ND FLOOR HDU4-SCS2.5 AT GROUND SB$x24 29-JUN-2016 15n 8d @ 4" ABOVE 2ND FLOOR DTT2ZAT 2ND FLOOR 2"O ROD 5 32w' SHEET TITLE: SW8 BLOCKED (3) i 8d @ 4" BELOW 2ND FLOOR HDU4-SDS2.5 AT GROUND SB x24 SHEAR WALL PLAN SHEET: . -- -- :-„ .• : : .' :': _ - •• ilk4,- ,..4140„,4,' ., '.'•W, - -4 1.4)''' -: -..........-•...0.—r— i .. • ,,,V, - AA-1,4 W0 •tk,4,A- ''''',"'‘''' ii.Z*0 Veil _., :E.LEV:-.N.,2E4rTrf 2 I.DNEtTEGN,LIC - OA 4 - l' JITLEID;ORECOic 97213 I INNE9A.; — - - 9/1344.1919 4 WWW.11-ED.COM t 0) S401 1----4- . -L-1- it I / .... ;,:. • • . • • a • A, •s ; • • . •• ',.• • • '. •• ofr .-- . , - (...../ , ''' • (.'7 - -.."'-- -/„4 GON .41 'tZ ttfli 47 '"P )-• #0 *• 0 -v QRvf / RENEWS:06/30/2016 _ = 1-45 ....dtt... __CIL. —41.. 11 -I la .........-. .. C T 0:1 PROp , it: 1/5k7s ' r nil ft 4?:".1\ frit fr.,1111L. 41\Oil N• ze MIL El Jilt \\,.... ••••,...... ....—...St \ IM , 1111 — — reit eft 1 to I PACIFIC RIM ., .., \ , 1 . MARTIAL ARTS . = . . ". . (I= CD MD I --N. ACADEMY ma 3fr.6" 1 . 8970 SW BURNHAM STREET TIGARD,OREGON FOOTING SECTION el FOOTING SECTION CI FOOTING SECTION ®. Scale: 1'=V-0" Scale: 1`=1`-0" Scale: 1'=1?-0" REVISIONS: # DESCRIPTION DATE .........r.-07....,_. .........._„,_ I PL.i x4 x 6" HSS4x44 2)(6 TOP TYP, PLATE HSS4xlix0.120 1 z 0 CENTERED UNDER 3/16 17 2x4 OR 2x6 EACH WINDOW MULLION AS REQ'D FOR 16" (4)ro ANCHOR BOLTS STUD SPACING EMBED 9" WI PBS i WASHERS 1 i"GROUT 01.--moi I. 751* if , IL, 11.1 Mt , MI I =0.00•000000,000=== .11111111111111111116. / , ir. IOWttb I= 4 PLix 10 ix 10? ( FOOTING SECTION 1 FOOTING SECTION ..) Scale: 1=i'-0" Scale: 1'=1'-0" PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: FOUNDATION DETAILS SHEET: S 401 • . r .. v v -. i .. S v: ' ',k1,-,f...k- ' -,04- ' , ,, 4 K _ .-ELEVZ,N ENG NEER!NC&DESIGN,LLC g : , -2432:NE_59th AVENUE :PCiTSAND,-OREGON 97213 { " 971344.19i9 a, W W W.11-ED.COM 2x10 BLOCKING 1 1 4 0 P4001:0 "`# BETWEEN TRUSSES EDGE NAILING . CS18 STRAP FULL LENGTH OF ROOF s 2x6 BLOCKING4414::1 1 X53;t1:5\4•4; DO NOT NAIL PLYWOOD TO BLOCK EDGE NAILING �`HB AT EACH STUD EGOOTHER THAN THROUGH STRAP Gti. . GEDGE NAILING , rP .<� / 161 AI w....-.........„1 RENEWS.06/30/2016 — 2x4 FLAT BLOCKING t • DA 4 @ 16"O.C. END WALL TRUSS WI 16d COMMON STUDS ALIGNED WITH NAILS @ 8"O,C. ROOF TRUSSES • t Ra ssEs $ PACIFIC RIM �ooF 1 i MARTIAL ARTS „ ---- __, :: ::--.... , / , 1 Y T E ACADEMY` 1. A 1, 1 1 8970 SW BURNHAM STREET VEW EDGE NAILING , TIGARD, OREGON 1 Y 1 Milli , EXIST. ROOF I� SHEATHING 8d COMMON NAILS REVISIONS: I PLATED ROOF TRUSS @ 24"O.C. AT 6"O.C. ._ . DESIGN BY OTHERS MEW I MEM i # DESCRIPTION DATE et 1 'J. 18"x58"LSL 1 11„x51"LSL 1 FULL HEIGHT FULL HEIGHT EXIST. ROOF TRUSS STUDS AT STAIR STUDS AT STAIR 2x6STUDS @16"O.C. N. 2x4 NAILER 1 / 1 2X6 CONTINUOUS 0 SECTION AT HIGH ROOF0 SECTION AT HIGH ROOF0 SECTION AT HIGH ROOF ,'}�}j SECTION AT HIGH ROOF Scale: 1-1 0 Scale: i--1 0 Scale: 1-i 0 Scale: 1'=V-0" $, IU► 101� 6X12 HEADER BEAM Ily, (2)TRIMMER STUDS &(1)FULL HEIGHT STUD EACH END —r— Z At i 1 2x4 FLAT BLOCKING-TYP. - rc Z . 2x6STUDS @16"O.C. ffa NOTCH TOP OF GL BEAM FOR 2x6 STUDS @ 16"O.C. CONTINUOUS 2x6 TOP PLATEV - - • • I"STRUCTURAL PANEL OVERLAY 8"STRUCTURAL "STRUCTURAL 16d COMMON NAILS @ 2x6 STUDS @ 16"O.C. GLS 8 x15 PANEL OVERLAY PANEL OVERLAY 6"B.C. STAGGERED BETWEEN GL BEAMS SOLID BLOCK UNDER 3x DECKING GL BEAM 3x DECKING 3x DECKING 16d COMMON NAILS @ 6"O.C. Sd COMMON NAILS AT 6"O.C. / OO ,, _\ , SIMPSON CSiB STRAP X 11`-10" 3 E , f. rr ? ~,--W- ', .-,'g,n-- W!8D COMMON NAILS @ 4 O.C. u �AST . ippi = �—.. \v .r>:�`t • c ---- ,,,�'. rr STAGGERED LT. 1 NN 8d COMMON NAILS AT 6"O.C. {1 5 '51 }�r i / 1 .... .. �'"�+t � � 7 � � (2)2x10 -----� {1�}0.148"�1 x 1�n NAILS(`� # 4�� HEADER 2 a O.C.STAGGERED PROJECT#: DRAWN BY: �� , , �.. BEAM . Mr7 r—' i;�'r,;, �'r`p—e,, 16-016 GFS ��/fa F:. 2x10 16 O.C. GL5 8X15 GL5 8 X 15 � ' GL5 i x 15 •!,I,.,,. - "Ys•;�?� @ BENT PLATE 0.120"X 2'-10" SITTING ON 6x12 ,I 1 NOTCH OUTSIDE LEG AROUND STUDS DATE: IA MEG5PC W/OUT MEG5PC W/OUT / ) PRE-DRILL "fd HOLES 6X12 HEADER BEAM TOP FLANGE-TYP. TOP FLANGE-TYP. GL5 ix 15 / 29-JUN-2016 (2)TRIMMER STUDS H=15" H=15" (11) 10d COMMON NAILS t@ &(1)FULL HEIGHT 2x6 STUDS AT 16" i" SHEET TITLE: STUD EACH END (1)STUD EACH SIDE GL6 ix 21 GL6 i x 21 GL6 ix 21 GL6 i x 21 2 O.C. STAGGERED ' OF GL BEAM I 2x6 FU L DEPTH BLOCKING i FRAMING DETAILS 'I ` ! •.--.Ili-•--•-• SHEET: . S 501 , ., .• 4, 4, 4 . „ y, - " - - - --- MtA4.A-.•Atts: - 1 r4,i,44.-`,,"•`..,:'.. 1 - '.. ni>e< - - V : S : .44 Ve 'Is4v1V" .V".0 tkr -. ...z, ELEWN EVAZNEXRNO IXESIGN,LIC 24321\ILt59th'IMANUE :PCR1afIlDra1Eq0 97213 97134.1919 WWW.11-ED.COM EDGE NAILING 44032T44) le ADD TRUSS OVER SHEAR WALL i tiaEGON ° It 4V 447 .k) , X X v 6 X X )6 A 6 WAlw,. N. il RENEWS:06/30/2016 — = 0 .., ROOF TRUSSES 0 — 0 Q 24"O.C. -TYP. 45 [-• 010 0 0 0 .11114111111110114141.16 2x4 W/18d COMMON 2x4 BLOCKING NAILS AT 8"0.0 0 . 0 0 PACIFIC RIM OVERLAP W/GL .i.,4. MARTIAL ARTS , , X X X Y 4.-'' ' r X X r. v_ ...zsii A , 1 1 \ CCOT7PC $ i . . 1 CCO7PC ACADEMY 1 1'-3 1/2" " 8970 SW BURNHAM STREET / i• ,t, I W3=6 I", H2=8" I 16d COMMON NAILS©8"D.C. 1 i 1 i I , I TIGARD, OREGON . COUNTERSINK LEAVE NAILING (2)i'13 BOLTS ! I ' 1 : 1 .. EDGE AT END -a.- 1 iti EDGE DISTANCE 1 . OF SEAM Iff 5 i"SPACING : t I BPS -TYP. 0 0 1 1 : I I 9 !I.AL •il, PL 0.239)(6 x 9 i" i -i......0_1 ...—/..i. - WELDED TO 2x4 NAILER AND CCO6 1 1 BOTTOM PL I IA =101 REVISIONS: ' • :' \ CCO6PC Pt_0.239x6 x 6" i e , 0 1 : CONT.2x6 ® SECTION # DESCRIPTION DATE Scale: 1" = WELDED TO CCM $ __ i___ i I"STRUCTURAL SHEATHING PANEL OVERLAY 3x DECK GL5 ix15 MEG5PC W/OUT TOP FLANGE 2x6 CO 16"0,C ........„____„. Ci SECTION ID SEcnoN / // SIDEH= 15" - TYP. PO F ix21 GL 3 ix21 Scale: 1" = 1'.-0" Scale: 1" = 1'-0" STEEL PLATE STIFFENER - -<-.._ BELOW EACH WINDOW MULLION - NI if 0 ----1 0 *•-••••...„.,, —7-4-7— , : _ LGU3.25-SDS W/ -------------------4"._-::. , "STRUCTURAL SHEATHING 0 I 1 — 0 —. PANEL OVERLAY 4 0 — OFFSET FLANGE 0 — HSS4x4xii-TYP. NI ---C-- -7--- ii 3x DECK a 2x6 TYP. : , ATTACH TO HSS W/ Kx 3 x5"3/4" 2x6 @ 16"D.C. ' i — SHIM AS REQ'D. 0 0 0 0: ...... =47" 1 1/2" GLS ix15 SELF DRILLING SCREWS I TYP 0 , 0 0 0 1 . (4)SDS25112 , t ` 1-1- - . \ - (,) ..1:11a • (4)SOS25312 2x6 EACH SIDE OF PL P La x 5 e i 3 GL6X 21 -1 / 1I 1 I i I cn t © • t CCO7P-TYP. .......* GL3 ix21 1 cl i • i -------4ri !.....=,* 'Is • .0"/--- PLix 3x 6" : HSS4x44-TYP. 1... ...,,,,i --.... • -.0C.' --/— I 0:///ell 1:: II (4)SDS25800 t,,,:,,la i 41 2x6-TYP. I )F ATTACH TO HSS W/ i v y 4a,g c7,,IM i SELF DRILLING SCREWS I 0 0 I ECCUO7PC 0 —113"-- I __1_,A__, 0 ---i..:P 1 0 — 0 PROJECT#: DRAWN BY: 0 GL6 iX21 ,„.,—._._ GL6X21 -.- ® SECTION ---C-- i \ Scale: 1" = 1'43" 16-016 GFS 0 ' Q 11 DATE: t*,,I,..., 4 4fth 1, `:.:,:*,••• re,04 ')".'"t 1 29-JUN-2016 e,..,....--, ,.;.s...1-k--.'',.:: t*iii I 1 #•-;.7.i....01t .- ! SHEET TITLE: / MEG5PC W/OUT ECCUOLR7PC 1 .e.__/_____. 16d COMMON NAILS GL6 i X 21 TOP FLANGE W3=6 i", H2=8" (3) BETWEEN EACH STUD H= 15"-TYR1 ..<• FRAMING , 6 / 2x6 @ 16"0.C. ;, 4 S502 — — — DETAILS 2 Hss4x4 -TYP. 1 —• LUS26-TYP. — _' 1 2x6-TYP. — _— 2X4 FLAT ATTACH TO HSS W/ i 1 — 2)(6 @ 16"D.C. = / @le"D.C. SELF DRILLING SCREWS 1 i • — I _ _ _____1 SHEET: _ -- / — SECTION 6 sEcrioN SECTION • 8 SECTION Scale: 1" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 1*-0" Scale: 1" = r-O" . , - . . .. ., . zw4,-, . :tvoPe ':,,;.4, : --- - . 1,...,.,,,„r ' - ,..4.i.k \• ‘, - Alk..-.\‘:,....,- Pal•es,41, - — gt us: 'a„,- .,,.mss,X ,s, Km.ho 47, -vo , - ,,.. " " 'tlk "' :44044161 '.• 5,\\.1t 4' ,0* , V4,'',44,Vn '::'4%•4 4 4,444 , ..,„, . - ,aEva.1:4 E,KRE.RING&DESIGN,LIZ 2432:N9th.V/1-",NUE :PORTIA:4D;OREN 97213 - - 971:34.19.19 WWW.11-ED.COM (<ruc Tupt, tk "' .......,40 PROpi, '1.SZ51 G3ST" 0 I N / N... ... 47- .44re .0 ( 74./OR:EGO.N ‘070," 47 ••Z'k — RENEWS:06/30/2016 _J 2x4 STUDS @ 16"O.C. i"STRUCTURAL PANEL OVERLAY \ , EDGE NAILING NOTCH TOP OF GL SEAM PACIFIC RIM 16d COMMON NAILS FDR CONTINUOUS 2x6 1 1/2" ©8"O.C. TOP PLATE Aye. MARTIAL ARTS / "PLYWOOD ACADEMY ....._ 8970 SW BURNHAM STREET 1 i ) 3x DECKING Aar- 111 j 1 ..iilk, !Ino... i .. 1 , TIGARD, OREGON • . NOTCH TOP FOR , 2"PLYWOOD \ 2x10© 16"0.C. s \ 2x10 @ 16"0.C. 16d COMMON NAIL LUS210 HANGER TYP.AT STUD 2x10 LEDGER '"''"••• • REVISIONS: , 4x12 HEADER BEAM 43';7,t,'‘,.,•+• / .> # DESCRIPTION DATE ////' (1)2x4 TRIMMER STUD EACH END - GL6 x 21 _ Nirs\NN, 2x4 STUDS @ 16"O.C. . , „- r• • * • I PROJECT#: DRAWN BY: s 16-016 GFS • s c31 CA S DATE: , -.....%%%%%*"..---............................... • 0:2 • %s*******. • * ...................../. .........*.....1./e 29-JUN-2016 • - SHEET TITLE: -4" V-0" 11-4" / V / / / glink S503 ,,- FRAMING DETAILS 3 SECTION 1111, Scale: 1"=12-0" 401 SECTION Scale: 1"=11-0" CI SECTION Scale: 1"=l'-O" SHEET: ... S 503 4;•>•it' Mrt, 4'.4>r - .4K 1.141,44( tto tx.,q4 efa.Ao $11,, 04:4tat " *4, = - r, .A.ej - ELEVEN ENG!NEERINC&DESIGN,LLC 2t42:NIDE;c09titEhc31VivSNUE 97213 •••- 571.344.1919 WWW.11-ED.COM PROp ‘•k G "cf AEGON "'el 'q• k $1'74 .4 aft _ f RENEWS:06130/2016 PACIFIC RIM MARTIAL ARTS ACADEMY 8970 SW BURNHAM STREET TIGARD, OREGON REVISIONS: # DESCRIPTION DATE • • mmi • • • • • • • • . • • ...,T 9 5501 • PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: 0 0 I 1FRAMING N •117›. DETAILS 4 SHEET. FULL HEIGHT STUDS 504 ..w J, - A t' 'i izi It, -' ,ktt e 4,,,,,,;,,T ': f N "` ,•_ ELEVEN ENS NEER1Nci&DESIGN,LLC - 2i`32NI15rth1V NUE Nt}R?1�RIQ;OECO1J 97213 - - - &71:34 1919 WWW.11-ED.COM (5)8d COMMON NAILS Pte: 2x6 VERTICAL BLOCK ,t.:tv .Sy, W/BEVELED TOP7 kt�, tt, -!-z. ,Cit- .. H (4) 10d E G 16, COMMON � �� / �� END WALL Irrr 414 NAILS R Y . TRUSS I — RENEWS:0£f3012016 _" EDGE NAILING ROOF TRUSSES C �, M ` 16d COMMON 8"O.C. � w (2)CS18 STRAPS CONTINUOUS (2)CS18 STRAPS CONTINUOUS - ` @ 24"O.0 A35 CLIP EACH BLOCK (2)CS18 STRAPS `' '" II A35 EACH STUD CONTINUOUS 2x6 FLAT BLOCKING 2x6 FLAT BLOCKING �. T 1 ..r w.----" �- rt�,i�:!Iwo 4x BLOCKING * `. y`tt `'��N PACIFIC RIM i ir ( ©48"0.c 1Vae. A _ _ MARTIAL ARTS EDGE NAILING ROOF TRUSSES AT 24"O.C. ‘ / ACADEMY I HUS26 11 2x4 BRACING AT 30"O.G. 2x6 BLOCKING ' 2x6 CONT. /` 8970 SW BURNHAM STREET ANGLE FROM HORIZONTAL / l TIGARD,OREGON BETWEEN 40 AND 60 DEGREES L-. 1#"X 14" 1.55E TIMBERSTRAND LSL _ GL5 x 11 GBC IN PAIRS 1 LEDGER CONTINUOUS ATTACH TO EACH STUD W/(9) 16d P,, COMMON NAILS @ 1 i"STAGGERED Fi � n N i k . 1 M 1 2x6STUDS @16"O.G. , a REVISIONS: 2x6 DATE i / 1 'x5 " 1.3E TIMBERSTRAND LSL STUDS @ 16"O.0 2x6 STUDS @ 16"O.C. 2x6 BLOCKING AT MID-HEIGHT a \/ 2x6 BLOCKING /\ I \--- DROP PORTION SUPPLIED AS PART OF TRUSS 6x8 HEADER OVER DOOR 4 i . I .7(2)2x6 TRIMMER STUDS &(2)FULL HEIGHT 11"x 5 i" : E 1.3E TIMBERSTRAND LSL STUDS {1}2x6 TRIMMER& EACH END OF BEAM (2)2x6 FULL HEIGHT STUDS j I EACH END OF HEADER - 5 t 4 i S } f 1 8"0 SHEAR BOLT WITH BPSI-6 (2)#4 CONTINUOUS (2)#4 CONTINUOUS 2 1/4" ON 3"CHAIRS 2 1/4" ON 3"CHAIRS 2x6 P.T. SILL 3x6 P.T. SILL ADJACENT TO THE JAMB STUDS #4@18"O.CEA.WAY /t;A #4@18"O.CEA.WAY aEMBEb 7 " / 3x6 P.T.SIL I . : \ega...., . ‘f \ -",---.1 // , mrl f - A . ., • . or r, i1 q �— o •y ]1N I- 1'-0" 1 1'-4" / 1 1'_0" 1 1'-4" / PROJECT#: DRAWN BY: �f 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: 1 STORY FRAMING DETAILS 5 SHEET: ;y 505 ;s4 ,- aaz zs .e�. �� ` ,L-' `' 1326 NE 63rd AVE. - - \ - '----"" Portland,OR 97213 PLANT SCHEDULE l c.503.758.3131 44, - �h M"`• ' o.503.802.0031 .: 4r ����i���f� MARIANNE ZARKIN,ASIA°a � '.'''V, TREES CODE BOTANICAL NAME/COMMON NAME CAL QTY REMARKS GROUND COVERS CODE BOTANICAL NAME/ COMMON NAME CONT SPACING QTY REMARKS ,,, . marianneamz-la.com ' ry p �]�-+�yI. 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TIMBER. fr IN tiNOTH II 1 OF /1/41+101011 POSTS . , , „ .., :•. : , „, ;.::: „.,''PasrTwvvw&c.329N1'71,1E)s,..:014T93.i.CrEE:1G:i4:001',04vSUA71:213 ••••..%.'--••""••••••••--• 1111111111.1111111111111110111061111111111011111.111111111111 , A ',: ::::::.::///:.%•:,:,:'::::://:..X.:.:•:•:•:•:*:•.:N% imaiiiimmaitoossonewroseasse . ;J4A.N,•,\ '. : i' , ,%Ai V 'r. .*:*:•:•:•:•:*:•:::,:•:•:::::::::::::::::.:.:.x.X.::::::::::. se assmasselliSIMINNIMMINIVillealli No* 2* SQUARE, 9 GAUGE GALVANIZED c;:. ,,,,,•., . : , r ,-T = ZN:::.::.....:.::::::::::::::::.:;::::• :%:• :•::::: lammumusinal .......:•:•::::?:::::::::.:•:•:-...xv ..."::•:•:•:,:•:*. Imosuriumiereelisammaistion WIRE MESH . .. , , • ' 4v - LOCATEN41111mTOP OF AROBoovTEBALIA .--,,,, , . i.: „,,.... iv:ANaDsiclAapE”" 1..N...4 I FN.'" 11C) :::::.....**V4::::*.V.V.'•••••••4 •%W.V. saiuminciasserammossenes DO NOT CUT MAIN LEADE .. .,IL-4 . ' . 4 ,s: ::,,, td1/46,7"No.. ' L. '• :::.:....:.:.......:.:....:...:...............:.. ..:.:. a.a II m 1 ii.im m I a il ( ---:.'-'7'-- .'1,.....- '` "„........ - zo .................,..x................-...x........?4, ,i.,.. mmbeseitaassitisaisiommin FORM COMPOSTED YARD -:;zo ,. : ..-----....... , ,,,.. . ....:7,..,..............w.x.x..v.........::y.x....;..i...,..•0•••••••••••••=•••"•••• NOTE: ,: , ,'.; ..:•*., • DEBRIS IN 3" HT. CIRCULAR '''-"-- ' • . rine H.Zarkin (....4 , ' "1/7/10-00/7 AIM* 11).7)/017/17/01 I, //77#ffice&s LOCATE TOP OF ROOT BALL A MINIMUM OF 1" SAUCER. SAUCER SHALL BE ':;;•,-- - - „ , _ I\DACE141 MIS1-1 GRIOE.: ,..,„, , , ., ., . , :, ,i„,,,tsa 1" WIDTH PLASTIC TREE TIE 7' . C..) ABOVE ADJACENT FINISH GRADE. ,Y..,_,,0REGON, SOAKED WITH WATER AFT P : ••-• _ .--•. OW CHAINLOCK #4 OR . : •<„/ 5/8/98 As., o , • 0 FORIACOMPOSTED 0 0 11 s' • ' PLANTING. ' -• IF ' APPROVED EQUAL <re 4PE AY' a: air.._ _ ___ . q Ire C — YARD DEBRIS IN 2" HT. .i i •, 1, a, , FINISH GRADE ANCHOR POSTS MUST BE It,' (3) 2"x 2" WOOD STAKE POST ' * CIRCULAR SAUCER. f 0 loo, . INSTALLED TO A DEPTH OF '''%k TOP DRESS W/ 2" OF DRIVEN 18" INTO UNDISTURBED NO LESS THAN 1/3 THE . SOAK $ALICER WITH -- ".4111N4.........., COMPOSTED YARD SOIL OUTSIDE OF ROOTBALL - TOTAL HEIGHT OF POST WATER AFTER PLANTING 7M'iriftmoilou/Arle a. . BACKFILL WITH 2/3 TOP .- DEBRIS ,, ,. ' 0 lt4 ° SOIL & 1/3 COMPOSTED t I--illWrigit04.1,1„77; ti.-.".•!.:7-7,-1.t'.411F-!,;6,114.1111:10 FINISH GRADE damt., ' f„, _.e..lit, YARD DEBRIS ...T..11.,i it14::.;'.,, :„,,?•17-*/.;' ' ;.?;::::::::,::•::::.:.-:• • •:,:: i .; q.,-- -447, NOTES: -4- : . .. •....„14-441.4.• 4 „ml. rt*,••.L ...44...r Atildhlorm,”....,!,44-........,=4;11,?.. •-re* ••*-% ,•,'"'• .,:.•.• . •.-„,......., • ..../ ... . 1. METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. .11W1g,TO:,,..:.:•!- -494465-1*, REMOVE BURLAP, WIRE :,,...L.,.. .......,: ..,' -114 ,i;i::::::::::::::,:::::.:.:::.:.:.:•F q .;;pi 7 . : : PACIFIC RIM 2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABUSHED IN THE FIELD BY DIE ARBORIST 71- trr lifili,•':.A.K-",?. :.'.',2;i;„.M.Kii II frit. . TOP DRESS W/21' OF '1,- lar. .":-f,yji, .?• .•:f•PIIII ' 14. .i---C,::1;:;.1.,,....471,4/h.it,;•-",:b71:::::1: :J:::::::* "...:: .45.41': BA'CKFiLL WITH 2/3'TOP.S. OIL & * MARTIAL ARTS PRIOR TO CONSTRUCTION. BASKET &STRING FROM •ri•T"41.11 -;; --kc:/':'•': 'C',", :::.::::4:2;1: : 411= 1/3 COMPOSTED YARD DEBRIS 3, BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED BY THE ARBORIST COMPOST YARD 110÷03•!*•••.' \•-,-,Atom_ 1,-.11I:-1 .*„.• „AA/A ..,..-,;,„e„:4101 ROOTBALL PRIOR TO . ::,;,4,,..% ,41 - i.,--.......,;••••„ i .117_ ACADEMY PRIOR TO INSTALLING DEVICES. DEBRIS -11,•!,•::i..:i?„7.,7,41A411 .„,.-ri:*t.Zi*.11-- -.I ..,. "Ar*INAIr ..1- 4. AVOID DAMAGE TO CRMCAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE ROOTS WHEN •-•::-;,,;;;.-,i-:•.:,:': 19).i-i;.. 't••••.4::::::•-•1411P1 BACKFILLING. -I. .. .....1 ..:. . 6.1p=0. 8970 SW BURNHAM STREET INSTAWNG POSTS. Ifr-111 '.. •-,... fft.1IIt-,.h•-v-i.•:4114 6---111110#1.11m11R11-11 16.11. I . . ' 1 7, - SCARIFY 4" DEEP ' TIGARD, OREGON REMOVE BURLAP, 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. =II1FAII. .11 = - 111=11#11 WIRE &STRING FROM ;:11F--11- 011011 I AND RE COMPACT • ' 1' 3 TIMES ROOTBALL DIAMETER. ROOT BALL PRIOR TO RECO! PACT 1 6- i, 6" 1, SCARIFY 4" DEEP AND MINIMUM 4 1/2 FT WIDTH. - BACKFILLING 0 METAL TREE PROTECTION FENCE DETAIL 41) SHRUB PLANTING DETAIL TREE PLANTING DETAIL : - ' _ REVISIONS: N.T.S. N.T.S. 41111 N.T.S. „,„ . ., „ : . # DESCRIPTION DATE ,-... . PLANT CENTER :::::-, • ea ...„.: v4,716 t *41 4•4 / 8'-0" / • . , ,.,„.... „ .., '10014411rit eNt . . e , • „ ., 2"x4" CEDAR TOP RAIL , . t..........4111A411PAAL.........1,446 :. ft . ':-• 2"x4" BRACE BETWEEN POST •,:•. : . -. ,..., . EDGE OF PLANT BED,CURB WALK, FENCE OR WALL 491 414. ....,.......,...-.-"""-""*"." 4"x4" ROUGH SAWN CEDAR, SEE NOTES S=SPACING ON CENTER(O.C.) AS SHOWN ON PLANS .., I" GALV. OR S.S. BRAIDED CABLE 8 . zo ZN TERMINATED WITH EYE BOLTS AND TURNBUC GROUNDCOVER PLANTING DETAIL c) ' - a KLES. EYE BOLTS TO BE DRILLED THOUGH POST AT TERMINUS & BOLTED IN "' ' ' : ' .• i:,-:.i.::,, ., ...,.., . . PLACE. DO NOT OVER TIGHTEN CABLES --_v N.T.S. ---\ ...------ — 2"x4" CEDAR BOTTOM RAIL 6, 4'-0" .1' ;9 FINISH GRADE \ r . . .! . . • ''.)., . . • 4 4 , 41L•.. 4.0 .' ..'., . A . •. ''.-: 4 .. 4 • ' 18" DIA. CONCRETE '4' • .•.A e FOOTING '`.---._..._ Z-0 . '• 4 . A 4 • ' ,....., 4:w .,• • . . . NOTES: . ..' *`• . , 1. ALL WOOD TO BE ROUGH .- ' A ' -"--REFERENCE ONLY ,• - War APPROVED WITH TiiIS PERMIT SAWN CEDAR, STAIN TO . 4 . . • • • 4 -\---..:".;-• * 4...., MATCH BLDG. FACADE 4" A 2. ATTACH PLANT TO FRONT OF CABLE, DO NOT WIND PROJECT#: DRAWN BY: AROUND CABLE SUPPORT. 16-016 NDC DATE: 1-SEPTEMBER-2016 5 0 ESPALIER SUPPORT SHEET TITLE: • ____ SCALE: 1/2" = 1*--0" ;• PLANTING , DETAILS ,. . . „ I . . SHEET: • • . . . • ' V./ . , „.: .. . . y . . . . - , , ..,