Loading...
Plans ga,1-0(G-vv?S7 to ,c sw rrr&-e I t', STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS PROJECT SCOPE: • •• •• •• • • • • •• ���__ SCOPE OF WORK IS FOR THE REPLACEMENT OF EXISTING DETERIORATED POSTS AND BEAMS.THE EXISTING STRUCTURE IS DESIGNED BY OTHERS. • • • • • • • • • • • • • • � I�w7 AB ANCHOR BOLT • • •• •• • • • • • • ROf ADDL ADDITIONAL NO CHANGES OR ALTERATIONS ARE BEING MADE TO THE FOOTPRINT OR LOAD PATH OF THE EXISTING BUILDING ••• • • •• • • • • �5�" N FF'�S'joy AFF ABOVE FINISH FLOOR GENERAL LAG SCREW PILOT HOLE SCHEDULE(PER SECT.11.1.4 OF NCO) • • • • • • • •RECEIVE• , ,_1043�y r' ALT ALTERNATE S APPLICABLE FOR:DOUGLAS FIR-LARCH,HEM-FIR,ENGINEERED LUMBER, OLE F f (V///.1t5/�,Y/,[,�, ARCH ARCHITECTURAL \/ DETAIL REFERENCE THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE CLEARANCE HOLE FOR SHANK LEAD HOLE FOR LENGTH DF '- OREGON o ATR ALL THREAD ROD PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE LAG DIAMETER BLDG BUILDING ® (fULLBODYDIA.) THREADED PORTION ONLY '`!P:44,,�x1 02 " BLDG BLOCKING CONDITIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE 3/8"AND SMALLER NOT REQUIRED NOT REQUIRED C S5 PROJECT.THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL R.WP BN BOUNDARY NAIL A BM BEAM ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7/16" 7/16" •:/16"••• •• ••• • •4 2016 BOF BOTTOM OF FOOTING DETAIL SECTION CUT CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. 1/2" 1/2" •1/4" • • • • • ` •Y 'EXPIRES:06-30-20181 BOT BOTTOM ® 5/8" 5/8" •3/8" • • •• • • • COPYRIGHT 2016 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SPECIFICALLY NOTED,THEY - BRNG BEARING • •• • pt • Miller ConsulBng Engineers,Inc. BSMG BASEMENT DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS. 3/4" 3/4" •417/416``••• ••• •Ci • E • ` I A RD BSMTTWN BETWEENSEMDIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND PROPERTY DURING 7/8" 7/8" 1/2" Illh BUILDING OR WALL CONSTRUCTION.THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND BUILDING 0I t I C CAMBER 1" 1/ 13/46" y 1! Art 411PSECTION CUT HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR ,^7DIP CAST IN PLACE la. !.A XCJ CONTROL OR CONSTRUCTION JOINT IMPROPEA MATECIAL IRACTLLASION EN WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE 11/4" 11/4" 7/4"MANNER AT THE CONTRACTOR'S EXPENSE. 11/4" 11/4" •7�• ••• • • •• ••CJP COMPLETE JOINT PENETRATION CL CENTERLINE ELEVATION OF WALL THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN.MILLER GLUE LAMINATED BEAMS • • • �`CLG CEILING OR FRAME CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONSGLUE LAMINATED BEAMS SHALL BE 24F-V4; DF/L, EXCEPT CANTILEVERED OR CONTINUOUS SEAMS TD BE X41-S8, �7RIA3ESSISN • • Mk CLEAR ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. PERPENDICULAR TO GRAIN TO BE 650 PSI,DRY USE(MOISTURE CONTENT LESS THAN 16%IN SERVI!E CONDRIONS)•INERISTAAL GRip,? • • CMU CONCRETE MASONRY UNIT OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY COATS • OF SEALER THAT BOND TO THE SURFACE OF THE MEMBER,WATERPROOF GLUE,AND IS MA7lIUFACRl11tPD ANC*CERTI�IEDR'E HE• •• COL COLUMN UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC),ANSI/AITC A 190.1,ASTM D-3737 AND CERTIFICATION STAMPED.CAMBER IS EQUAL TO MILLER CONC CONCRETE • CONN CONNECTION A 2600'RADIUS BETWEEN SUPPORTS FOR SPANS OVER 24',OR AS NOTED ON DRAWINGS.NO WHITE SPECK PERMITTED.GLUE LAMINATED CONST CONSTRUCTION # REVISION SYMBOL NON STRUCTURAL PORTIONS OF PROJECT,INCLUDING BUT NOT LIMITED TO PLUMBING,FIRE SUPPRESSION,ELECTRICAL,MECHANICAL,LAND COLUMNS SHALL BE COMBINATION NO.3.OF/L,INDUSTRIAL GRADE,AITC CERTIFICATION,DRY USE(MOISTURE CONTENT LESS THAN 16%IN CONSULTING CONT CONTINUOUS USE,SITE PLANNING,EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE SERVICE CONDITIONS),(2)COATS OF SEALER.EASE EDGES ON GLUE LAMINATED BEAMS TO BE COMPATIBLE WITH STEEL AT CONNECTIONS. DBA DEFORMED BAR ANCHOR PROVIDED BY OTHERS. ENGINEERS DBL DOUBLE PRESSURE TREATED LUMBER OF/L DOUGLAS FIR-LARCH WHEREVER SHORING ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR AS REQUIRED BY IBC SECTION 2303.1.8,SHALL DIA DIAMETER WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORING SYSTEM THAT PREVENTS BE PRESERVATIVE TREATED IN ACCORDANCE WITH AMERICAN WOOD-PRESERVERS ASSOCIATION USING(ACQ,CA-B,DOT)STANDARD U1 DIAG DIAGONAL �II GRID LINES SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECTS PERSONNEL,THE PUBLIC,AND THE BUILDING,SUPPORTING STREETS, AND M4 FOR SPECIES,PRODUCT,PRESERVATIVE,AND END USE.RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE CATEGORY 9570 SW Barbur Blvd DIST DISTANCE T WALKWAYS, UTILITIES, IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING STANDARDS FOR STRUCTURAL APPLICATIONS. FOR ABOVE GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR Suite One Hundred DL DEAD LOAD � CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT OBSTRUCTION OF THE PERMANENT 0.10 LBS PER CUBIC FOOT OF CA-0 BASED ON AWPA USE CATEGORY STANDARDS UC1,UC2,UC3A,UC3B. FOR GROUND CONTACT.FRESH Portland,OR 97219 DR DOWN STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. WATER IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 LBS PER CUBIC FOOT OF CA-B BASED ON AWPA Phone 503.246.1250 USE CATEGORY STANDARDS UC4A,UC4B.FOR IN GROUND STRUCTURAL APPLICATIONS RETENTION OF 0.60 LBS PER CUBIC FOOT OF ACQ OR DTL DETAIL BUILDING CODEFax 503.246.1395 DWG DRAWING 0.31 LBS PER CUBIC FOOT OF CA-B BASED ON AWPA USE CATEGORY STANDARD UC4B.FOR ABOVE GROUND,CONTINUOUSLY PROTECTED www.miller-se.com (E) EXISTING ROTATE VIEW SYMBOL ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE,BASED ON THE 2012 INTERNATIONAL FROM LIQUID WATER APPLICATIONS(SILL PLATE)RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA-B OR BUILDING CODE(IBC),INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE. 0.25 LBS PER CUBIC FOOT BASED ON AWPA USE CATEGORY STANDARDS UC1,UC2. EA EACH EF EACH FACE DESIGN LOADS FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED MATERIAL SHALL BE IN ACCORDANCE WITH IBC SECTION 2304.9.5. TIMBER EL ELEVATION EN EDGE NAIL N CONNECTORS/FASTENERS INCLUDING NUTS AND WASHERS IN CONTACT WITH PRESERVATIVE-TREATED MATERIAL SHALL HAVE PROTECTIVE LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS[NOT]USED.DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON COATINGS AS RECOMMENDED BY CONNECTOR/FASTENER MANUFACTURER. EQ EQUAL STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE DESIGN REQUIREMENTS EW EACH WAY NORTH ARROW ALL LAMINATED VENEER LUMBER,ORIENTED STRAND LUMBER,GLUE LAMINATED LUMBER EXPOSED TO WEATHER AND SUBJECT TO DECAY, //1 EXT EXTERIOR SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR PRESERVATIVE MATERIALS, VJ FF FINISH FLOOR STRUCTURAL DESIGN CRITERIA RETENTION RATES,AND END USE.LAMINATED TIMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH IBC SECTION 2304.11.3. FN FIELD NAIL FLR FLOOR RISK CATEGORY I II ALL TRIMMED SECTIONS,CUTS,DAPS,OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER NAPTHENATE,IN 0 FON FOUNDATION DESIGN DEAD LOADS ACCORDANCE WITH AWPA STANDARD M4,FOR ADDITIONAL REQUIREMENTS,SEE IBC SECTION 2304.11 FOR PROTECTION AGAINST DECAY FT FEET TOS ROOF 15 PSF FTG FOOTING REFERENCE ELEVATION AND TERMITES. TT GA GAUGE /EL.100'-0" FLOOR 15 PSF y GALV GALVANIZED WALLS 8 PSF co GLB GLUE LAMINATED BEAM FLOOR LIVE LOAD I.�.J GWB GYPSUM WALL BOARD FLOORS 100 PSF HOG HOT-DIP GALVANIZED .,� SURFACE-STEPPED ,wfD HDR HEADER DECKS 100 PSF U + f ., a %.,,,,,Z .., HF HEM-FIR � HT HEIGHT ROOF SNOW LOAD a D HORIZ HORIZONTAL SURFACE-SLOPE UP DESIGN ROOF SNOW LOAD .1 20 PSF ` 0 $ . fj, HSA HEADED STUD ANCHOR WIND DESIGN DATA { ", N'- HSS HOLLOW STRUCTURAL SECTION BASIC WIND SPEED(3 SEC GUST) 120 MPH a^ ^"' `" {� ID INSIDE DIAMETER d" - IN INCH SURFACE-SLOP DOWN EXPOSURE B '" #4tita �3 INT INTERIOR ' INTERNAL PRESSURE COEFFICIENT Gcpi=+/-0.18 Y. LiJ JST JOIST *' *� M+'F LU �i JT JOINT \ SURFACE-SLOPE £ "' K KIP(S) TWO DIRECTIONS �r gs #� +� L.L. E KSI KIPS PER SQUARE INCH STRUCTURAL STEEL _ - d W'Y a#p" x:1 Lz L ANGLE "tV� a a, ^ % k .6.'I x . R y. • ;; S �' WI''re.�' a eA. S � L /�/ LLH LONG LEG HORIZONTAL I BEAM MOMENT CONNECTION DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS '^ '' 5' ��" w36t * ,y;5 R`, ,!a. Lj� -J N 4.--11r, -SEE PLAN FOR DETAILS (RISC 360.10 A"1.'1"31' ' .L'5``,4,,,,,,• ` r - �"�' . 4^+ '1' it N 4 LLV LONG LEG VERTICAL ). ` !t ;. ,js 1q , - 1:4,t.'11,�p3 r s• Q ILL 03 LONG LONGITUDINAL „.1......`„..I..-.11.;.'•4a16%, ";`.»+ D cc pI ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL STANDARDS: LVL LAMINATED VENEER LUMBER ,4F '• S J W z LWC LIGHT WEIGHT CONCRETE I C DRAG STRUT CONNECTION L20 _y •—�H -SEE PLAN FOR DETAILS - °'" Q MAX MAXIMUM W SECTIONS: ASTM A992,FV=50 KSI W . +~ M(0 RECTANGULAR HSS: ASTM A500,GRADE B,FY=46 KSI " ,F 1 W MIN MINIMUM ALL OTHER SECTIONS AND PLATES' ASTM A36 `,:`,:•;;"? ? },s r� w MIR MIRROR - Y O MIST MISCELLANEOUS -a DECKING SPAN DIRECTION '. s n '4 D NIC NOT IN CONTRACT UNLESS NOTED OTHERWISE,ALL BOLTS TO BE ASTM A325 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 55,WITH MATCHING NUTS. *~',. 1 - 0 UNLESS CONNECTION ISNOTED AS SLIP-CRITICALOR PRETENSIONED,NUTS ' 3 0 o NOM NOMINAL O SLI-CRITIC SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER �,. �„* d CO �Q NTE NOT TO EXCEED DENOTES No.OF RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)SPECIFICATION FOR STRUCTURAL JOINTS,SECTION 8.1.FOR SLIP-CRITICAL AND i',1- '> s, .,. 'x '' - - W co CO '' : - SHEAR STUDS PRETENSIONED CONNECTIONS,INSTALLATION OF FASTENERS SHALL BE PER RCSC SECTION 8.2. ` / -` ' Q F-'7- NTS NOT TO SCALE � � .-"'-'� �"x"wa" (N) NEW W21x44(10) -' ? OC ON CENTER 1 1 ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER,EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE OR MASONRY,OR ,T , / _ - OD OUTSIDE DIAMETER C=1" STEEL TO BE GALVANIZED.EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS.ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE +' !� 8 * OPP OPPOSITE FINISH COAT OF RUST INHIBITING PAINT,COLOR BY OWNER. DRAWN BY: EA 0 N BEAM e, 1. OWJ OPEN WEB JOIST A GEES 1.y ti'`r g ' �� CHECKED BY ER." CAMBER ALL ZINC(GREY.)COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO <<. ,Mi 3+' '+'` '" sy POWDER ACTUATED FASTENER -- PAF PROJECT NO: 161307 PERP PERPENDICULAR DENOTES PLYWOOD CONFORM TO ASTM A780.HOT DIP GALVANIZED COATINGS ON ASTM A325 FASTENER ASSEMBLIES SHALL CONFORM TO ASTM A153.SURFACE + _ ' .-t ° "- PJP PARTIAL JOINT PENETRATION SHEAR PANEL TYPE PREPARATION OF GALVANIZED STEEL TO RECEIVE A FINISH COAT OF PAINT SHALL CONFORM TO ASTM D6386. "' ro ISSUE DATE1Z02,2016 PL PLATE (SEE SCHEDULE) ,, PSI POUNDS PER SQUARE INCH WOOD FRAMING �,.`� ' 1, .. I j 1 PSF POUNDS PER SQUARE FOOT DENOTES HOLDOWN ,,,,Me`` wr. ' PT PRESSURE TREATED TYPE(SEE SCHEDULE) ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH(DF/L),#1 UNLESS NOTED OTHERWISE.ALL JOISTS,PURLINS,AND ':,,::,:x . ,,�.�, , GIRTS TO BE DF/L#2 AND BETTER UNLESS NOTED OTHERWISE ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION % - NMI ". kx Z� QTY QUANTITY °s 4 1 f O RAD RADIUS �� DENOTES GRADE AND BETTER.ALL WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HEM-FIR#2 PRESSURE TREATED UNLESS F d. ? a HOLDOWN STRAP NOTED OTHERWISE.ALL COLUMNS SHALL HAVE SOLID BLOCKING FOR THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW.COLUMNS '+ ✓ REF REFERENCE ® i^' 1 REINF REINFORCING (AS OCCURS) SHALL ALIGN THROUGH ALL FLOORS TO THE FOUNDATION. Icy Ni READ REQUIRED REV REVISED,REVISIONDENOTES PLYWOOD ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR NAILED AS INDICATED BY -' SC SLIP CRITICALMANUFACTURER,UNLESS NOTED OTHERWISE.ALL CONNECTORS,HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER SHT SHEET SHEAR WALL MANUFACTURER'S RECOMMENDATIONS. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. SHT'G SHEATHING N SIM SIMILAR DENOTES HOLDOWN W/ SILL PLATE TO BE ANCHORED TO FOUNDATION WITH 1/2"DIAMETER X 7 INCH EMBEDMENT HOT DIPPED GALVANIZED ANCHOR BOLTS AT 4-0' F SMS SHEET METAL SCREW ANCHOR ROD(AS OCCURS) O.C.MAXIMUM UNLESS NOTED OTHERWISE.ALL BOLT HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS.BOLT HOLES IN 40 , VICINITY MAP SOS SLABHEON GRADE ! SQ SQUARE WOOD SHALL BEA MINIMUM OF 1/32'TO A MAXIMUM OF 1/16"LARGER THAN THE BOLT.ALL LAG SCREWS SHALL HAVE PILOT HOLES AS PER _ SS STAINLESS STEEL LAG SCREW LEAD HOLE SCHEDULE.REFER TO SECTION 11.1 OF THE NDS FOR ADDITIONAL INSTALLATION INSTRUCTIONS OF DOWEL-TYPE S0.01 N.T.S. _ __L-.—_Y --4_— STD STANDARD FASTENERS. >I STL STEEL STRUCTURAL DRAWING INDEX ttF j SQ SQUARE I T8B TOP AND BOTTOM 50.01: SHEET CONTENT T8G TONGUE AND GROVE STRUCTURAL NOTES VICINITY MAP TOC TOP OF CONCRETE 50.02; TOS TOP OF STEEL TOF TOP OF FOOTING SITE PLAN TOW TOP OF WALL 57.01: '" TYP TYPICAL MAIN FLOOR FRAMING PLAN 51.02 UNO UNLESS NOTED OTHERWISE ROOF FRAMING PLAN VERT VERTICAL58.01 WI WITH W/O WITHOUT DETAILS SHEET WP WIDEPOINT S O'O I 4 WP WORKORK POINT {vim WVVR WELDED WIRE REINFORCING • •• •• •• • • • • •. pRac ••••• ••• ••• •• • •• • • • ,, PAF, 0 • • • • •• •• •• •• •• •• - a r 31� 9 • • • • • • • • /4 h51043 K- `-, OREGON o F LgRY 3 M1�O= 1 • • • • • •• die R_NiP`S •• • • •• • •• • 'EXPIRES:06-30-2018] • • • • • • • •• .. • • • •• • • • COPYRIGHT 2016 \'‘''':-.... • •• • • • • Miger ConsuPong Engineers,Inc, • ••• ••• ••• • ••• ••• • • •• •• at • • • • ••• ••• •• • • tSW SUMMERFIELD DR. MILLER CONSULTING v i ENGINEERS PL 294.71' PL 234.03' .�— 9570SW BBled Suite One Hundred /--------- _ — _-- _ _ _ _ _ — _ 0 — — Portland,OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com \ Y I7P W q Rs r y WN I y D 0 D / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , / / / /, J I U I ' , , , , , , , ., , / , \\1\ .....1 W W a- o 0 / I W F- Wr4 • a LL J Q20 c� Wa > �0 I D Y wo Q o0 Ce 0 / / / / / / / / / / / / / / / DRAWN BY: EA Im CHECKED BY: CI-A, AREA OF WORK 7 PROJECT NO: 161307 I -SEE S1.01 AND 01.02 ISSUE DATE: 12.02.2016 zi j o I 41 of PL 572.66' ____ _ _ _ _ _ _ _ _ _ _ ____ _ ___ _ _ _____ __ ___ ____ ___ __I i ._ < .I _ __,, _ , , , ,1 , , ,4 1 . , I , SHEET CONTENT SITE PLAN N U I 50.02 SITE PLAN r=20'-5 SHEET S0.02 • •• •• •• • • • • •• ••• ••• ••• ••• • • •• • • • 01) 80,-0„ 60.-0.. • S •• • • • • • a • / ,51043 r - • • • • • • • •• Gt. tip''4,;''v ORE qRr 21 ti OR. WP"S t •• • • •• • • •• • 'EXPIRES:06-30-2018' • • • • • • • • •• • • • •• • • • COPYRIGHT 2016 • •• • • • • • Miller ConsulBng Engineers,Inc. ••• ••• ••• •• ••• • 10'-0"TYP. ••• ••• • • •• •• AA • • • • • • • ••• ••• •• • • Mik f •• •• MILLER i.r CONSULTING .1 E N G f N E E R S (E)BUILDING 9570 SW Barbur Blvd Suite One Hundred Portland,OR 97219 REMOVE AND REPLACE(E) Phone 503.246.1250 DETERIORATED BEAM W/128_tl Fax 503.246.1395 www.miller-se.com "1S' 111 (E)T8G DECKING Oil W/3°CONC.SLAB 0 4 (E)T80 DECKING W/3"CONC.SLAB C>15 © 0 REMOVE0 RATED IACE(E) J TYP DETERIORATED BEAM W/I28-2I (E)TOG DECKING II W/3"CONC.SLAB 1119 E '' REMOVE AND REPLACE(E) N Z I� REMOVE AND REPLACE(E) ,1 DETERIORATED BEAM W/I I 1.L O a 3 1 DETERIORATED POST W/ D 28-2 ry -u 58.01 58.01 (E)T&G DECKING (E)T8G DECKING Q lyJ N TYP. 3'1 'i W/3"CONC.SLAB tl t W/3"CONC.SLAB 1111 --._.AL , it __._-- --... CC —I W Z ... a------ -- a (7 I 5 i Ili ` W 0 t0 CC 4 MI { REMOVE AND REPLACE(E) D Y o / DETERIORATED BEAM W/I2B-1 U CO0 Cr :: 1111 _______ /, i111 // a—____._Ca w CI CC3 (E)6x6 POST, TYP. DRAWN BY: EA (E)6x14 CHECKED BY: EP// BEAM,TYP. PROJECT NO'. 161307 ISSUE DATE: 12.02.2016 10'-0" 17'E" 17'E" 17'E" 77'-6" 10'_0•, 10'_0" 20-0" 10_0•, 10'-0„ 17'_6,• 17'-8" 1T-6" 17'E" 10'-0" i 1 _ I � I I N 1 MAIN FLOOR FRAMING PLAN zI j { a ( ' �] KEYNOTES NOTES: • (2,1 4 O COLUMN SCHEDULE 1.FIELD VERIFY EXIST.CONDITION PRIOR S1.O1 FIELD VERIFY(E 2.CRIBBING AND SHORING TO BE IN PLACI DETERIORATION.)MEMBER IS NOT DAMAGED DUE TO DENOTES SIZE/GRADE REMOVING AND REPLACING THE EXISTING 1 ' O REMOVE DETERIORATION AT BASE OF POST AND ADD(N) I {'— ABU66RZ POST BASE. NU , I��LL�cc777 M Q: DENOTES COLUMN CAP DENOTES COLUMN BASE �' COLUMN SIZE/GRADEA 6x6 PT HE#1 TiT B 6x6 PT DF#1 SHEET CONTENT C 5 3,.x 6"TREATED GLULAM COLUMN D 5 z"x 7 12"TREATED GLULAM COLUMN SECOND FLOOR FRAMING PLAN COLUMN CAP/BASE 1 ABA66Z 2 BC46 3 ABU88Z LINE IS 2 INCHES SHEET I BEAM SCHEDULE AT FULL SCALE S 1 .0 • S MARK DESCRIPTION (F NOT 2"'SCA1EACCONANOLYI 1 on I c2/_1 x oncononrovAtcn,I n... • •• •• •• • • • • •• • • • • • • • • • • • • • • �k •••• •• •• • • • • • • - 80'-0" 60.-0.. :80 �� • • ••• • • • • \S�s,G 1 N EFA/q. • • • • • • • •• / - /610/I431,1��,-r '" 'V/wOOREGON o (E)4x12 BEAM,TYP. (E)6x6 POST,TYP. REMOVE(E)DETERIORATED 0 O ,F.p'�9ay s�.,,,,,se. POST AND REPLACE W/ A • • • • • •• O R.WPP 2 1 •• • • •• • 'EXPIRES:06-30-20181 \ --v---------- •- —r COPYRIGHT 2016 -— —� I • • • • • Miter Consul8ng Engineers,Inc. /' ••!I, •!•0 ••• •• ••• • / 9 \ \ ' I in \ I \ ••III !••• • • •• •• all\ r-1 • • • • • • •II •• 111111 �j ••� 4 •••• ••• •••• • A (E)RAFTERS,TYP. / A I A MILLER i j _,_,_- on- - / CONSULTING ttt f \ ENGINEERS 1 / SW Brbur Blvd ' Suite One Hundred \\ j Portland,OR 97219 / \ ----- _ _ - Phone 503.246.1260 / • j ) � { � Fax 503-246.1396 ' www.miller-se.com T 4 11 � (E)RAFTERS TYP- - 'I-- (E)RAFTERS TVP. \yj ;K A ,i LLI /;' 0 0 H wN \ \ W Q it P.' v " _ ,> I I -1 2 -I W Z r- \ Q 2 0 \ \ I \ W �� \`� D Y ai 0 - I e e-- ---�- `°d DRAWN BY: EA CHECKED BY'. '/ PROJECT NO: 161307 ISSUE DATE, 12.02.2016 10'-0" 17'6" 17'6" 1T6" 176" 10'..0" 10•-0„ 20'-0" 10'-0" 10'-0" 17-6" 17-6" 176" 17-6" 10'-0" 1 T N OI 1 ROOF FRAMING PLAN I; KEYNOTES NOTES- S1.02 .,�-oe2 1/8,1,0" w ~ 1 FIELD VERIFY E MEMBER IS NOT DAMAGED DUE TO COLUMN SCHEDULE 1.FIELD VERIFY EXIST.CONDITION PRI"R o ( ) 2.CRIBBING AND SHORING TO BE IN PLA. 1t D DETERIORATION. DENOTES SIZE/GRADE REMOVING AND REPLACING THE EXISTING OREMOVE DETERIORATION AT BASE OF POST AND ADD(N) �J { j ABU66RZ POST BASE, UM . IL,Qi l l DENOTES COLUMN CAP DENOTES COLUMN BASE AI � I COLUMN SIZE/GRADE A 6x6 PT HF Cl I B 6x6 PT DF#1 SHEET CONTENT C 5Jy"x6"TREATED GLULAM COLUMN D 5?x 7 1/2"TREATED GLULAM COLUMN ROOF FRAMING PLAN COLUMN CAP/BASE 1 ABA66Z 2 BC46 3 ABU86Z ' LINE IS 2 INCHES SHEET BEAM SCHEDULE 1 AT FULL SCALE I S1 .02 MARK DESCRIPTION IE NOT r-SCALE ACCORDINGLY) I or,. I c0/..,a o.,"o.,nn•rn-nrrn ni ui...A • •• •• •• • • • • •• 7.UCTUN ------r-�� • • • • • • • • • • • • • (p�PAF NOTES: • • •• •• • • • • • • 1V_ FSS' 1,FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ••• • • •• • • • • �S/0 N PE�O (E)GUARDRAIL TO 2.NEW CONNECTIONS ARE ONLY REQUIRED AT LOCATIONS WHERE • • • • • • • • • • 'w '�S. REMAIN. EXISTING BEAMS ARE BEING REPLACED. • • • • • • • •• /51043'µI,V/JN—r--- '♦ V/•O.REGON o '1,+'0,y 25.1 • • • • • •• RS �7` R. • S. • • •• • • •• •• 'EXPIRES 06-30-2-30-2 0181 (E)T&G DECKING W/ • • • • • • • • •• i (E)T&G DECKING W/ CONC.SLAB TO • • • •• • • • COPYRIGHT 2016 REMAIN. (E) • CONC.SLAB • •• • • • • • • • Miller Consulting Engineers,Inc. CONC.SLAB TO VA TO REMAIN ••• ••• ••••• ••• ••• • X1 /REMAIN. —�—�POST • PER PLAN �� ' liiat • •• • • •• •• I • • • 1111) REMOVE AND REPLACE • • ••• ••• •• • • m\ 3—� I 1- _ (E)BOLTS W/(N)Y."DIA _ I 1 • ••• • • �� MILLER ..__ ____ — BOLTS AS READ. 7, a CONSULTING ---^ r- BEAM PER PLAN \ / j `t / TO REMAINCKING \/ REMOVE(E)BOLTS AS REQ'D / j f� (N)L2x2xYis ANGLE FULL ENGINEERS `v _ ... TO INSTALL W/BEAM AND '.- 1 /� LENGTH OF BEAM W/SIMPSON REPLACENW/(N)314.'DIA. -�-_ -- -- pil-- INTO BE SCREWS 51 ATC. O.C. }' - \, ® `I ',, INTO BEAM AND S Y2"O.C.INTO 9570 SW Barbur Blvd \ BOLT AND2 DIA. ,/ j\ DECKING Suite One Hundred WASHERS EA.END. —-_- / BEAM PER PLAN Portland,OR 97219 BEAM PER PLAN � Phone 503.246.1250 Fax 503.246.1395 Nto i . www.miller-se.com REMOVE AND REPLACE POST PER PLAN 1 (E)SPREADER BLOCK W/ ril •" j/0\ (N)6x6 PT HF#2 SPREADER f- ---r \ REMOVE AND REPLACE �(n• m CORBELW/(N)6x6 PTHF#2 i j 'i (. CORBEL AS REQ'D. II __ O \ �� 1 REMOVE AND REPLACE m ��� _____� (E)BOLTS W/(N)Y.,"DIA Li v BOLTS W/3"DIA.WASHERS r --� EA END AND 4"DIA SPLIT �-1 I RING BETWEEN CORBEL AND /`- - POST AS REDO. ---__\/\_-= CO 1 GUARDRAIL POST CONNECTION 2 CORBEL CONNECTION 3 BEAM TO DECKING CONNECTION J S8.01 110"=1'4" S8.01 110"=r-G" S8.01 11/ZW-0" 0 1 0 J W Ll.l > LL z o ct o (E)T&G DECKING W/ 0 F- N NI- CONC.SLAB TO W W_ L REMAIN. = L.L.r IX W T---V\—,-i...._____ POST PER PLAN -(—�T Q W M Cr)Et ce 1 I — o c07 0 F V / I / , DHECRI BY; �A `X BEAM PER PLAN,TYP. C / S l 1 PROJECT NO: 161307 j - 1 1 ISSUE DATE: 1202.2078 ' i z, 4 et ' 0 K di 0! em I1 � I U, REMOVE AND REPLACE ‘E,1 f O i CORBEL W/(N)8x10 PT HF#2 CORBEL AS REDO. I ( 1 f Iti REMOVE AND REPLACE i L0 f r 1 1 (E)BOLTS W/(N)34"DIA il'n _ - iO BOLTS W/4 CIA WASHERS I EA END AND 4"DIA SPLIT N j L Y L___—__.1_...: --i I w I 1 RING BETWEEN CORBEL AND I POST AS REQ'O. - tt _j—/\_!_ 2" 51/2" SHEET CONTENT e 1/4° _ ^_ ._ DETAILS V 4 CORBEL CONNECTION - S8.01 11/201'-x' LINE 1S 2 INCHES SHEET 1- AT FULL SCALE 1 S 8 0 1 } (F NOT?-sCAIE ACcoRDINGLY) J V