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Plans (7) BtP2016 - 00052 STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS STRUCTURAL NOTES: -- GENERAL f �1 AB ANCHOR BOLT / � � w ADDL ADDITIONAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK SCOPE OF WORK `' 16655FE AFF ABOVE FINISH FLOOR \ NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD THE SCOPE OF THIS PROJECT IS THE RESTORATION f ALT ALTERNATE 1 ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR OF UNIT 70 TO ITS PRE-FIRE CONDITION. THE FIRE FEB 16 2016 � ` CAUSED NO STRUCTURAL DAMAGE AND THE ARCH ARCHITECTURAL 1 SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THEOREGON DETAIL REFERENCE BUILDING PROFILE REMAINS UNCHANGED. WALL ti, �o ATR ALL THREAD ROD S1.01 PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND �� Qv / `%RY }5� �� BLDG BUILDING FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION INSULATION AND %" SHEETROCK IN THE �1�1�5�®� BLKG BLOCKING THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE_ TO ALL SAFETY REGULATIONS SMOKE-DAMAGED UNIT ARE TO BE REPLACED. $1{ LM1N� t IrCCro SEVERAL DAMAGED WINDOWS IN THE UNIT AND ONE _ BM BEAM —� DURING CONSTRUCTION. IN THE UNIT ABOVE ARE ALSO TO BE REPLACED. ONE EXPIRES: 12-3-!-Z -�" BN BOUNDARY NAIL 1 DETAIL SECTION CUT BATHROOM FAN IS TO BE INSTALLED. IT WILL UTILIZE ----- BOF BOTTOM OF FOOTING 51.01 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS �AN EXISTING FAN CHASE. COPYRIGHT 2016 BOT BOTTOM OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR BRNG BEARING CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED - Miller Consulting Engineers, Inc. BSMT BASEMENT Al EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY BTWN BETWEEN 1 BUILDING OR WALL DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED C CAMBER 51.01 SECTION CUT PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED CIP CAST IN PLACE AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL. STRUCTURAL. DRAWING INDEX CJ CONTROL OR CONSTRUCTION JOINT INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL Ild A CJP COMPLETE JOINT PENETRATION WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. 50.01: CL CENTERLINE STRUCTURAL NIOTES CLG CEILING 1 ELEVATION OF WALL OR FRAME THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THI: '�./I C, rv!AP S1.01 INF�Y CLR CLEAR PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS 5( -(}_•_' CMU CONCRETE MASONRY UNIT AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED COL COLUMN ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. 51.ii1: /� CONC CONCRETE OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL FL00R. P Llf E V i CONN CONNECTION REVISION SYMBOL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 53.01: CONST CONSTRUCTION WALL P.ND CEILING DETAILS C O N S U L T I N G CONT CONTINUOUS NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE ENGINEER DBP, DEFORMED BAR ANCHOR SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL. FLASHING AND DBL DOUBLE WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. DFIL DOUGLAS FIR-LARCH DIA DIAMETER GRID LINES TEMPORARY SHORING 9570 SW Barbur Blvd DIAG DIAGONAL WHEREVER SHORING IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DIST DISTANCE Suite One Hundred SHORING SYSTEM THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND Portland, OR 97219 DL DEAD LOAD PROTECTS PERSONNEL, THE PUBLIC,AND THE BUILDING, SUPPORTING STREETS, WALKWAYS, UTILITIES, Phone 503.246.1250 DN DOWN IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING DTL DETAIL CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT Fax 503.246.1395 DWG DRAWINGROTATE VIEW SYMBOL OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. www,miller-se.com (E) EXISTING EA EACH BUILDING CODE EF EACH FACE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED EL ELEVATION ON THE 2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS EN EDGE NAIL N NOTED OTHERWISE. EOR ENGINEER OF RECORD EQ EQUAL NORTH ARROW EW EACH WAY EXT EXTERIOR WOOD FRAMING FASTENING SCHEDULE FF FINISH FLOOR FN FIELD NAIL ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE UL FLR FLOOR NOTED ON THE DRAWINGS.THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: FDN FOUNDATION FT FEET TOS REFERENCE ELEVATION 6D NAIL: 0.113 INCH DIA. X 2 INCHES LONG WITH MIN. HEAD DIA. 17/64 IN. FTG FOOTING EL. 100'-0" 8D NAIL: 0.131 INCH DIA. X 2'/ INCHES LONG WITH MIN. HEAD DIA. 9/32 IN. GA GAUGE f 10D NAIL: 0,148 INCH DIA. X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. GALV GALVANIZED 12D NAIL: 0.148 INCH DIA.X 3'/4 INCHES WITH MIN. HEAD DIA. 5/16 IN. Uj GLB GLUE LAMINATED BEAM 16D NAIL: 0.162 INCH DIA. X 3 Y2 INCHES WITH MIN HEAD DIA. 11/32 IN. GWB GYPSUM WALL BOARD 7 JN SURFACE -STEPPED UL HDG HOT-DIP GALVANIZED STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER. NAILS AND HDR HEADER STAPLES SHALL NOT BE OVERDRIVEN. HF HEM FIR SURFACE-SLOPE UP HT HEIGHT WOOD FRAMING FASTENING SCHEDULE HORIZ HORIZONTAL __-_-- ---- -.--------------------____-� (D HSA HEADED STUD ANCHOR ITEM FASTENERS HSS HOLLOW STRUCTURAL SECTION SURFACE-SLOPE DOWN z z ID INSIDE DIAMETER IN INCH 1/2"AND 5/8" INT INTERIOR GYPSUM WALL 6D COOLER OR WALLBOARD NAILS AT 7" O.C. AT ALL LU 0 JST JOIST SURFACE -SLOPEBOARD FRAMING MEMBERS _—_ JT JOINT- � �� TWO DIRECTIONS K KIP(S) KSI KIPS PER SQUARE !NCH Q- o L ANGLE5/8"GYPSUM 1" LONG TYPE S SCREWS AT 12" O.C. MAX. TO RC CHANNEL, LLH LONG LEG HORIZONTAL CEILING AVOID WOOD FRAMING LU LLV LONG LEG VERTICAL of W LONG LONGITUDINAL LVL LAMINATED VENEER LUMBER N LWC LIGHT WEIGHT CONCRETEu7 M MAX MAXIMUM NOTE: #6-1114"TYPE S OR W SCREW MAY BE SUBSTITUTED FOR GIVEN NAILS IN U_ Cl) fl� MIN MINIMUM ALL GWB. Z w �-, O MIR MIRROR w z(n d NIC NOT IN CONTRACT NUM NOMINAL Lij W Q NTE NOT TO EXCEED O NTS NOT TO SCALE (N) NEW OC ON CENTER OD OUTSIDE DIAMETER CITY OF TIGARD OPP OPPOSITE DRAWN BY: ELD REVIEWED FOR CODE COMPLIANCE OWJ OPEN WEB BY: EB JOIST �£ APProt V� - PAF POWDER ACTUATED FASTENER PERP PERPENDICULAR OTC= PROJECT No: 160111 PJP PARTIAL JOINT PENETRATION . Permit M �� �� �� ISSUE DATE: 02.15.2016 PL PLATE PSI POUNDS PER SQUARE !NCH Addre85: E PSF POUNDS PER SQUARE FOOT Suite# Dates PT PRESSURE TREATED I i QTY QUANTITY r. $ p RAD RADIUS REF REFERENCE REINF REINFORCING Rh Ave READ REQUIREDf � OFFICE COPS w REV REVISED, REVISION SC SLIP CRITICAL - SHT SHEET SHT'G SHEATHING SIM SIMILAR w SMS SHEET METAL SCREW �{ SOG SLAB ON GRADE SQ SQUARE SS STAINLESS STEEL I >€ STD STANDARD ws STL STEEL ry; T&B TOP AND BOTTOM T&G TONGUE AND GROVE , A SHEET CONTENT TOC TOP OF CONCRETE TOS TOP OF STEEL N STRUCTURAL NOTES TOFTOPTOW TOP OF W LUNG 1 VICINITY MAP TYP TYPICAL �� �� N.T.S. UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT SHEET € WE WIDE FLANGE t WP WORK POINT ( WWR WELDED WIRE REINFORCING SO - 01 PRP11� G 16655PE n OREGON '�f rU LCA w. CRY 15" ro cGt-'mss EXPIRES: 12-3i=z ) 6 COPYRIGHT 2016 Miller Consulting Engineers, Inc. PROPERTY LINE /- MILLER r E N G I N E E R S 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 6.1395 www.mille4se.com I % Z Z I ' WO .� 0� 0 �C APPROXIMATE I AREA OF WORK r t3.1 SW 135TH AVE. Q w Q M tCV LAJ •�. Jam=f L h U) a) Z w t-- wo - - - - Z W a < 04i } ! DRAWN BY: ELD CHECKED BY: X-4 PROJECT NO: 160111 ISSUE DATE: 02.15.2016 I i S Z I I i Oi f : i W i I i Lu 1 (s1 tt i i 3 t q i i ! , < I i , ; S ELlI SHEET CONTENT SITE PLAN N S ITE MAS' S�}.�� MAP&TAX LOT#:2S104BA00100 1"=30' ZONING: R-25 LINE IS 2 INCHES SHEET AT FULL SCALE (IF NOT 2'-SCALE ACCORDINGLY) SO . 02 uC NOTES: � t {c�< 1. SEE 50.01 FOR STRUCTURAL NOTES ,� r` U : rv ,'f 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO w �' WORK. ts65SPE 3. NO DAMAGE WAS OBSERVED TO THE STRUCTURAL FRAMING OF THE BUILDING. OREGON 4. PROVIDE FIRE BLOCKING PER CODE IN ALL OPENED WALL AREAS. AY '• O 5. PROVIDE FIRE STOPPING AT ALL CEILING ItJ �LVO ' PENETRATIONS. 6. REMOVE ALL SMOKE DAMAGED INSULATION AND 12-31- REPLACE WITH R-15. EXPI�tES; ,� DI , 7. REPLACEMENT WINDOWS TO BE CL65, DOOR TO COPYRIGHT 2016 BE CL54' Miller Consulting Engineers, Inc. 8. PROVIDE SMOKE ALARMS IN ALL BEDROOMS AND ADJOINING ROOM(s)AND ON EACH FLOOR. 9. IN SMOKE ALARM REQUIRED ROOMS WHERE _ CEILING OR WALL COVERINGS HAVE BEEN REMOVED, HARDWIRED INTERCONNECTED - SMOKE ALARMS ARE REQUIRED. ONE SMOKE _ DETECTOR TO ALSO BE A CARBON MONOXIDE - DETECTOR. REPLACE(E)DAMAGED 510 x 3/6 M I L L E R WINDOW W/(N)WINDOW,SIZE REPLACE(E)DAMAGED 510 x 316 UNIT 70 TO MATCH(E).ALSO REPLACE WINDOW W/(N)WINDOW,SIZE C © N S U L T I N G (E)DAMAGED WINDOW IN UNIT TO MATCH (E), 1 ST STORY ONLY. ABOVE. ENGINEERS KEYNOTES iI CEILING/FLOOR ASSEMBLY 9570 SW Barbur Blvd 3 I } REPLACE(E)FIRE-DAMAGED sja"GYPSUM WITH (N) Suite One Hundred i %-GYPSUM OVER(E)RC CHANNEL AND(E)STUDS. Portland, OR 97219 ASSEMBLY IS 1-HR FIRE-RATED.SEE 1 /S8.01. Phone 503.246.1250 I ; Fax 503.246.1395 I i � www.miller-se.com BEDROOM (E)SHEETROCK LINED f (" FIRE PARTITION WALL ( O2 F,7N CHASE, NO CHANGE I '`�-/ AT SHARED WALLS,REPLACE(E)FIRE-DAMAGED i %-GYPSUM WALLBOARD WITH(N) %"GYPSUM I MASTER I OVER(E)2 x 4 STUDS EXTERIOR ONLY.REPLACE ! BEDROOM 1 ! INSULATION AS NECESSARY, INCLUDING 2 x 4 WALL ADJACENT.ASSEMBLY IS 1-HR FIRE RATED, SEE 2/S8.01 T )4"DIA.$0 CFM BATHROOM EXHAUST FAN ALL DUCTWORK TO BE FLEXIBLE PROVIDE RATED HOUSING TO MEET FLOOR-CEILING ASSEMBLY ff SD CLOSET; 1 ;� REQUIREMENTS. � fr ;J f. I — _ � .".�•::.::.��_�:.:......:�-:_.�______-.__:-�---," -.__�_-..__-._.__�- _._..._.._•_-___ LEGEND { : _.. ,'s•-' r-'_`�___'}—• .... ,_...._..__-_.._._.__-- ; _ ,rye .__ -- — ,—�� _` ----- MUj ASTER LINEN _.._..- ; \� CLOSET CLOSET � ---------' ,;, �-- � _(E)HARDWIRED SMOKE DETECTOR W/H - SD BATHROOM {..._ . _ _ ______________ ______ _____—_____-- ------------_—_—_- ._.....__......_......I._..._.... _t r--- f Uj SEE 3 158.01 FOR TYPICAL INTERIOR . I i WALLs............_.................................... --... .......— I-----------...... z Z 1 ; w F I I ; I} i LIVING ROOM , tl `:. KITCHEN AND I W ------__ DINING ROOMco N 1 LL--- ------ ------ --.._.._.._....------.-- ------ OTYP. z _..... - LL to m W � o � - € U) 0 1 i r1/ 000Cq Q Fti1 1 V i r Ir DRAWN BY: ELD CHECKED BY: IC-%^ REPLACE(E)DAMAGED REPLACE(E)DAMAGED PROJECT NO: 160111 REPLACE(E)3/0 x 6/8 6/0 x 4110 WINDOW W/ 4/0 x 4/10 WINDOW W/ ISSUE DATE: 02.15.2016 MAN DOOR W/(N)MAN (N)WINDOW,SIZE TO (N)WINDOW,SIZE TO DOOR,SIZE AND MATCH(E), 1ST STORY MATCH (E), 1ST STORY i N STYLE TO MATCH(E) ONLY. ONLY. I i ? FLOOR z z . Oi ! i C`J 1/4'= 1'-0" 1 a i U.� , I , i I , E i 1 3 LU: I i dI I i SHEET CONTENT FLOOR PLAN f LINE IS 2 INCHES I SHEET AT FULL SCALE (IF NOT 2'-SCALE ACCORDINGLY) S1 , 01 �1..�13 C T�tl. -4 (E)FLOORING ABOVE NOTES:1. SEE S0,01 FOR STRUCTURAL NOTES N 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO Av 16655PE WORK. OREG�ON Vv (E) $"GYPSUM WALLBOARD IN y NEIGHBORING UNIT P M rG (E)2 x 12 JOISTS AT 16"O.C. ............ .......................................................................................................................................... EXPIRES: 12-31-2 0 1�. 1 COPYRIGHT 2016 Miller Consulting Engineers, Inc. SIMPSON SDS25200 FROM RC CHANNEL TO EA.JOIST N,Y2"MIN. GYPSUM WALLBOARD ..... ..... ..... .................. ....................................................... (E)RC CHANNEL OR(N)CLARK WESTERN Y?x 2 X"RESILIENT CHANNEL AT 24"O.C. MAX I U V.A ......... ....... . .................. ...................... .... . .4 ..... .............................................................. ......... .. ................... .. ....— .....................................................................*.".'.'.*.'.*.,.".,.,.,.,.,.".*.,.*.*.,.".* ....... .............. ........ ......... .. . ....... . . .... ...... .......... ........... ........................................................ ................. ............. .. ............. ............ ............. ......... (N)%"GYPSUM CEILING A M I L L E R (N)R-15 INSULATION (E)2 x 4 STUDS AT (E)2 x 4 STUDS AT (N)%"GYPSUM 16-O.C.,TYP. 16"O.C.,TYP. C 0 N S U L T I N G E N G I N E E R S TYPICAL FLOOR SW Barbur Blvd CEILING r2 *`� TYPICAL SHARED WALL rT� TYPICAL INTERIOR W9570 ALL Suite One Hundred SEE KEYNOTE 1 S1.01, (UL DES. 1514) 3"= 1'-0" �S&01/ SEE KEYNOTE 2 S1.01,(UL DES. 0341) 3"= 1'-0" \S8.01 3"= 11.041 Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com L fl� L (" u) F z L w 0 75; p F- < 0 L ww > < W LL LD Cf) Z Lu "- 0 W Z w W z c)Lo 00 < W L cv,—q DRAWN BY: ELD CHECKED BY: jr^4 PROJECT NO: 160111 ISSUE DATE: 02,15.2016 z 0: a- LU SHEET CONTENT WALL AND CEILING DETAILS LINE IS 2 INCHES 1 SHEET AT FULL SCALE (IF NOT?-SCALE ACCORDINGLY) S8 . 01