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Plans (6) BUP2013 - 00225 z 0 Z, 1,Z Z Zo Z Zoo ZS Z ZZo�Z ZZSSSSS1 �oo e zz"M........ ...................... .......... II S' �x���Zz.....1.._.. zizzzi 1: INDEX - ......... fz ......... nz ........... .......MMI . ..... KEY: E A ZS zz�zz� %_, W Zzo S_ I "OORDINATION sss'Z .................. DRAWING ISSUED FOR REVIEW :z DRAWING ISSUED FOR PLAN REVIEW AND BIDDING SCOTTI EDWARDS ARCHITECTURE LLP ­ffsss, Zffff��s� z zl%1%111��. 2525 E. Burnside St., Portland, OR 97214 co co U DRAWING REVISED AND REISSUED .......... 00 Phone: 503) 226-3617 www.sealip.com ........- REVISION NUMBER ......... ...... ZZ, 0 00 ........... C) FIECEIVED Z' U ■0 AO.1 COVER SHEET DRAWING INDEX g�g�\g U 0 AO.2 ABBREVIATIONS AND NOTES \0 g OCT 2 3 2013 U M A0.3 BUILDING CODE ANALYSIS CITY OF TIGARD PUNNING/ENGINEERING m U 0 A2.1 FIRST FLOOR PLAN U M A2.2 SECOND FLOOR PLAN NTRIEXCONSTRUCTION, INC. 12 A 0 N C 0 M M E R C I A 1, 1 N D U S T Ri A I. A2.3 THIRD FLOOR PLAN (SAME AS SECOND) A2.4 ROOF PLAN Id 031V I A3.1 FIRST FLOOR REFLECTED CEILING PLAN A3.2 SECOND FLOOR REFLECTED CEILING PLAN ',-DETE RIUM A3.3 THIRD FLOOR R.C.P. (SAME AS SECOND) U 0 A4.1 EXTERIOR ELEVATIONS 04 �\\\\� \` U 0 A5.1 BUILDING SECTIONS RTLAND,OREGON \" �\` � " �� ""� � - \ �`� � U 0 A5.2 BUILDING SECTIONS Licmm#49% SPECIAL INSPECTION REQUIRED ■ A5.3 BUILDING SECTIONS F0 State of Oregon Structural Specialty Code ■ A6.0 WINDOW FLASHING SEQUENCE DIAGRAMS Digitally signed by Peter Grimm Mg-'C;oncr n Reinforcing Steel U 0 A6.1 ARCHITECTURAL DETAILS ol�c d Date: 2013.10.22 17:09:08-07'00' c instal oils installed in Concrete ■ A6.2 ARCHITECTURAL DETAILS ffl 'a JU ■N A6.3 ARCHITECTURAL DETAILS . ........................ ................ .. "M..... ........ Special Moment-Resisting Concrete Frame Address shall be posted M 01 [3 Reinft ing Steel&Prestressing Steel Tendons U 0 A6.4 ARCHITECTURAL DETAILS and visible from street. 921�S=ructural Welding 0 A6.5 ARCHITECTURAL DETAILS The Adrienne TIGARD, OREGON EJ High-Strenght Bolting F1 E A7.1 INTERIOR ELEVATIONS Structural Masonry UNI A7.2 INTERIOR ELEVATIONS THE ADRIENNE M-- [3 Reinforced Gypsum Concrete ■ A8.1 INTERIOR DETAILS [3 insulating Concrete Fill ■ A8.2 INTERIOR DETAILS M-fp-ray Applied Fire-Resistive Materials ■ A8.3 INTERIOR DETAILSA9.1 ASSEMBLIES 7148 SW GONZAGA STREET 0 PRngs,Drilled Piers and Caissons ■U N A9.2 SCHEDULES / WINDOW TYPES TIGARD, OREGON 97223 0 Shotcrete U 0 A9.3 FINISH PLANS CITY OF TIGARD 0 Special Grading,Excavation and FillingAppiroved 0 Smoke-Control Systems Conditionally Appmved...[ 0 Other Inspections ■ SO.1 DRAWING INDEX AND ABBREVIATIONS See Letter to:Follow..........[ ■ S0.2 GENERAL STRUCTURAL NOTES Attached.. 0 h, L SO.3 GENERAL STRUCTURAL NOTES ftm 11 'PAddMs�Vi 0 SOA GENERAL STRUCTURAL NOTES Date. 0 S0.5 SPECIAL INSPECTIONS AND TESTING 0 S0.6 SPECIAL INSPECTIONS AND TESTING DEFERRED 0 S2.1 FOUNDATION PLAN r"swinuw I PROJECT DIRECTORY SYMBOL LEGEND: VICINITY PLAN E S2.2 SECOND FLOOR FRAMING PLAN ■ S2.2A SECOND FLOOR BEARING PLAN THE ADRIENNE SYMBOL DESCRIPTION ■ S2.3 THIRD FLOOR FRAMING PLAN Tim 11111111111"Ift 7148 SW GONZAGA ST. TIGARD, OR 97223 # ROOM ROOM TAG S2.4 ROOF FRAMING PLAN shopmwi odw DOOR TAG, SEE DOOR SCHEDULE ON S5.1 CONCRETE DETAILS APPROVEDPLANS SHEET A9.2 ■ S5.2 CONCRETE DETAILS INCYA3,E UN-ArrACUED: OWNER: ROY AND ADRIENNE ROGERS WINDOW TAG, SEE WINDOW SCHEDULE ON L-' IFICATIONI BOOK <�> SHEET A9.2 55.3 CMU DETAILS :��TRUCTURALCALCS GEOTECH REPORT KEYNOTE S6.1 STEEL DETAILS -MISCDOCUMENTS ■ S6.2 STEEL DETAILS REFRIGERANT PIPING CONTRACTOR: CENTREX CONSTRUCTION FIXTURE/EQUIPMENT TAG SHALL NOT BE INSTALLED IN Approved plans 8250 SW HUNZIKER ST. FINISH TAG-SEE FINISH SCHEDULE ON ■ S7.1 WOOD DETAI LSMEANS OF EGRESS,AND S shall be on job site. TIGARD, OR 97223 SHEET A9.3 S7.2 WOOD DETAILS COMPLY WITH OMSC 1107.2.2 ATTN. STEVE LEASURE FOR PENETRATIONS INTERIOR ELEVATION TAG S7.3 WOOD DETAILS REVIEWED FOR GEOTECH: TERRA DOLCE CONSULTANTS, INCCODE COMPLIANCEBLDG OR WALL SECTION FLAG 4706 NE 75TH AVE. PORTLAND, OR 97218 CIVIL AND LANDSCAPE - PREVIOUS SUBMITTAL ---------------------------------------------- ------ --------------------------------- -------------------------------------- (503) 502-5114 EXTERIOR ELEVATION TAG OFFICE COPY C-000 CIVIL COVER SHEET ATTN. CYNTHIA HOVIND > LINE OF CONSTRUCTION ABOVE ------------ C-001 EXISTING CONDITIONS & EROSION CONTROL S SHT -SEE 10/18/13 PLAN CHECK COMMENTS 9 C-!00 SITE PLAN CIVIL: CARDNO WALL ASSEMBLY TAG 9. 5415 SW WESTGATE DRIVE, SUITE 100 C-<01 DIMENSION PLA�tity FE FIRE EXTINGUISHER CABINET-SEE PORTLAND, OR 97221 of Tigard Erosion Control GENERALNOTE -SEE PLUMBING C-200 GRADING PLAN (503) 419-2500 HB HOSE BIB To Schedule Inspections, ATTN. SETH GaREY C-300 UTILITY PLAN Call (503) 639-4175 Drawing: L---------L--------L-------- Initial inspection: C-400 SITE DETAILS Pftrto foaum InspecWn COVER SHEET Final Inspection: ARCHITECT: SCOTT EDWARDS ARCHITECTURE, LLP C-401 WATER DETAILS Fft to W Wift kepection 2525 E. BURNSIDE NORTH C-402 UTILITY DETAILS AND DRAWING INDEX THE ADRIENNE PORTLAND, OR 97214 7148 SW GONZAGA ST. TIGARD, OR 97223 C-403 UTILITY DETAILS (503) 226-3617 C-404 UTILITY DETAILS ATTN. BRIAN MARES C-405 EROSION CONTROL DETAILS STRUCTURAL: KPFF CONSULTING ENGINEERS ------L-------- Job No: 1310 111SW5TH AVE. SUITE 2500 -1J PLANTING PLAN Date: 8/1/13 L-200 IRRIGATION PLAN PORTLAND, OR 97204 (503) 227-3251 L-300 PLANTING DETAILS AND NOTES Sheet No: ATTN. JERRY ABDIE L-301 IRRIGATION DETAILS AND NOTES MICHAEL ARELLANO L-302 IRRIGATION DETAILS --------L--------- ----------- ------------------------------------- AOO 1 ABBREVIATIONS: GENERAL NOTES DEFERRED SUBMITTALS S E A @ AT MAT MATERIAL 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 OSSC, AND ALL LOCAL GOVERNING BUILDING PERMIT REVIEW AND APPROVAL OF THE FOLLOWING ITEMS ARE DEFERRED FOR AB ANCHOR BOLT MAX MAXIMUM CODES AND ORDINANCES. FUTURE SUBMITTAL. SCOTTI EDWARDS ARCHITECTURE LLP AC ASPHALTIC CONCRETE MECH MECHANICAL ACT ACOUSTIC CEILING TILE MFR MANUFACTURER 2. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE CONTRACTOR: THESE ITEMS ARE INCLUDED IN THE PROJECT SCOPE OF WORK, 2525 E. Burnside St., Portland, OR 97214 ADO AUTOMATIC DOOR OPENER MH MANHOLE INDIVIDUAL TRADE. BUT ARE TO BE PERMITTED UNDER A SEPARATE SUBMITTAL. AFF ABOVE FINISH FLOOR MIN MINIMUM phone:(503) 226-3617 www.sealip.com ALT ALTERNATE MIRR. MIRROR 3. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DEFERRED ITEMS: ALUM ALUMINUM MISC MISCELLANEOUS DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT ANOD ANODIZED MTL METAL INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. APPROX APPROXIMATELY 1. ALL ITEMS IDENTIFIED AS "BIDDER-DESIGN SYSTEMS" NO &# NUMBER 4. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY BLKG BLOCKING NIC NOT IN CONTRACT WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS' CONSTRUCTION BOT BOTTOM NOM NOMINAL SETS REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD BM BEAM NTS NOT TO SCALE BRG BEARING CONDITION, ONE COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS, BTWN BETWEEN OC & O/C ON CENTER ADDENDUMS, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE BUR BUILT-UP ROOFING OD OUTSIDE DIAMETER CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE OFOI OWNER FURNISHED OWNER INSPECTORS FOR REFERENCE DURING CONSTRUCTION, CENT AE CONSTRUCTION, INC, CB CATCH BASIN INSTALLED AVIATION ( oO%I4ERf,IAI. - NOJSTR!A.i. CFM CUBIC FEET PER MINUTE OFCI OWNER FURNISHED- 5. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS TO DETERMINE q CENTER LINE CONTRACTOR INSTALLED ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING CJ CONTROL JOINT WITH WORK. i CLG CEILING PL PLATE (PROPERTY LINE) < it CLR CLEAR PLAM PLASTIC LAMINATE CMU CONCRETE MASONRY UNITS PLUMB PLUMBING CO CLEAN OUT PLYWD PLYWOODETERRItv9M COL COLUMN PSF POUNDS PER SQUARE FOOT THE FOLLOWING REPRESENTS GENERAL COORDINATION AND OVERALL SCOPE RESPONSIBILITIES OF f� CONC CONCRETE PSI POUNDS PER SQUARE INCH GENERAL CONTRACTOR. CONT CONTINUOUS PT PRESSURE TREATED ORfLgNIJOREGON p CPT CARPET PTD PAINTED 1. FIELD VERIFY CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE , CW COLD WATER PVC POLYVINYLCHLORIDE CT CEAMIC TILE PIP POURED IN PLACE FOR ALL WORKAND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. BIDDER-DESIGNED SYSTEMS „� LIcEIvsE#4:166 DEG DEGREE QT QUARRY TILE 2 REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE OR SHE MAY QF O DET & DTL DETAIL DISCOVER. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS DIA DIAMETER R RADIUS REQUIRED FOR SUBMISSION TO,AND APPROVAL OF ARCHITECT, OWNER, AND DIAG DIAGONAL RB RUBBER BASE 3. CORRECT ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT GOVERNING BUILDING DEPARTMENT. Digitally signed by Peter Grimm DIM DIMENSION REINF REINFORCED TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE Date: 2013.10.22 17:06:41-07'00' DS DOWNSPOUT REQ'D REQUIRED APPROVED BY THE ARCHITECT. ROUTE(4)COPIES OF BIDDER DESIGNED SYSTEMS DOCUMENTS TO THE DWG DRAWING REV. REVERSE ARCHITECT PER IBC SECTION 106.3.4.2 RM ROOM 4. VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD. EXIST (E) EXISTING RO ROUGH OPENING PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR EJ EXPANSION JOINT RD ROOF DRAIN REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO ELEV& EL ELEVATION ROW RIGHT OF WAY THE EXECUTION OF THE WORK. PERMIT AGENCY FOR PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT ELEC ELECTRICAL FEES. EQ EQUAL SAM SELF ADHERING MEMBRANE 5. MAINTAIN SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. EXT EXTERIOR SCHED SCHEDULE NOTE: IN ADDITION TO THESE SYSTEMS, SEE INDIVIDUAL SPECIFICATION THE ADRIENNE SHTHG SHEATHING 6. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND SECTIONS FOR BIDDER-DESIGN "COMPONENTS"; REPRESENTING SPECIFIC FCB FIBER CEMENT BOARD SF SQUARE FOOT(FEET) WORKERS AT ALL TIMES. ELEMENTS WITHIN A"SYSTEM" FOR WHICH THE CONTRACTOR AND/OR PROVIDER FD FLOOR DRAIN SIM SIMILAR BEAR DESIGN RESPONSIBILITY. FDN FOUNDATION SPEC SPECIFICATIONS 7. BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE FIN FINISH SQ SQUARE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD 7148 SW GONZAGA STREET FLR FLOOR S.S. STAINLESS STEEL CARRYING SYSTEMS ARE COMPLETED. ITEMS: FOC FACE OF CONCRETE ST STAIN TIGARD, OREGON 97223 FOS FACE OF FINISH STD STANDARD 8. BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR 1. HVAC SYSTEM: ALL COMPONENTS REQUIRED FOR A COMPLETE FOS FACE OF STUD STL STEEL FRP FIBERGLASS REINF. PANEL $TOR STORAGE MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR, WITHIN ONE(1)YEAR AFTER THE COMPLETION FUNCTIONING AND COMPLIANT SYSTEM FTG FOOTING STRUCT. STRUCTURAL AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. SUSP SUSPENDED 3. PLUMBING: ALL COMPONENTS REQUIRED FOR A COMPLETE FUNCTIONING GA GAUGE SV SHEET VINYL 9. PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED SHELVES, AND COMPLIANT SYSTEM GALV GALVANIZED EQUIPMENT,ACCESSORIES, CABINETS, ETC. GL GLUE LAM T TREADS 3. ELECTRICAL: ALL COMPONENTS REQUIRED FOR A COMPLETE GYP GYPSUM TJ TOOL JOINT 10. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR REMOVAL DURING FUNCTIONING AND COMPLIANT SYSTEM. SEE SCHEMATIC POWER AND DATA GYP BD GYPSUM BOARD T.O.C. TOP OF CURB CONSTRUCTION LAYOUT FOR MINIMUM QUANTITIES TO BE INCLUDED IN BIDDER-DESIGN GWB GYPSUM WALL BOARD T.O.D. TOP OF DECK POWER AND DATA DESIGN. FINAL QUANTITIES AND LOCATIONS TO BE T.O.S. TOP OF SHEATHING 11. MAINTAIN STAGING AREA,AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT BIDDER-DESIGNED BASED ON SCHEMATIC, OWNER INPUT, INDUSTRY HB HOSE BIB T.O.CONC. TOP OF CONCRETE INTERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES. STANDARDS AND CODE REQUIREMENTS. HC HANDICAP T.O.SLAB TOP OF SLAB HDR HEADER T.O.S.F. TOP OF SUB-FLOOR 12. COORDINATE AND MAINTAIN ALL CONSTRUCTION STAKING. 4. SPRINKLER SYSTEM: ALL COMPONENTS REQUIRED FOR A COMPLETE HDWR HARDWARE T.O.P. TOP OF PARAPET HM HOLLOW METAL TEMP TEMPERATURE FUNCTIONING NFPA 13 COMPLIANT SYSTEM HP HORSE POWER T&G TONGUE & GROOVED 13. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE INA BROOM CLEAN CONDITION HPL HIGH PRESSURE LAMINATE TYP TYPICAL AT ALL TIMES DURING THE PROJECT. 5. FIRE DETECTION AND ALARM SYSTEMS: ALL COMPONENTS REQUIRED FOR HR HOUR TS TUBE STEEL A COMPLETE FUNCTIONING NFPA 72 COMPLIANT SYSTEM HOR HORIZONTAL HT HEIGHT UL UNDERWRITER'S LABORATORY 6. TELECOM /DATA ROUTING: ALL BOXES, CONDUITS, PATHWAYS, HVAC HEATING-VENTILATING-AC U.O.N. UNLESS OTHERWISE NOTED PULL-STRINGS,AND UTILITIES REQUIRED FOR OWNER-PROVIDED AND HWT HOT WATER TANK UPTD UNPAINTED INSTALLED TELECOM/ DATA SYSTEM. SEE SCHEMATIC POWER AND DATA LAYOUT FOR MINIMUM QUANTITIES TO BE INCLUDED IN BIDDER-DESIGN IC INTERCOM VB VAPOR BARRIER POWER AND DATA DESIGN. FINAL QUANTITIES AND LOCATIONS TO BE ID INSIDE DIAMETER VCT VINYL COMPOSITION TILE BIDDER-DESIGNED BASED ON SCHEMATIC, OWNER INPUT, INDUSTRY INSUL INSULATION VERT VERTICAL STANDARDS AND CODE REQUIREMENTS. INT INTERIOR VG VERTICAL GRAIN IE INVERT ELEVATION 7. PRE-ENGINEERED WOOD MEMBERS: ALL LAMINATED, COMPOSITE, OR W/ WITH MULTI-MEMBER STRUCTURAL ELEMENTS INCLUDING JOISTS, BEAMS AND KW KILOWATT WC WATER CLOSET TRUSSES;ALONG WITH ALL ASSOCIATED HARDWARE AND CONNECTIONS, WD WOOD LB &# POUNDS W/O WITHOUT LPL LOW PRESSURE LAMINATE WP WATERPROOF WR WATER RESISTANT COMPONENTS OF: WRB WEATHER RESISTIVE BARRIER WWF WELDED WIRE FABRIC 1. SUSPENDED CEILING SYSTEM 2. STOREFRONT WINDOW SYSTEM 3. SINGLE-PLY ROOFING SYSTEM Q1 10/18/13 PLAN CHECK COMMENTS Drawing: ABBREVIATIONS AND NOTES Job No: 1310 Date: 8/1/13 Sheet No: A02 PROPERTY LINE-SEE SITE PLAN FOR SETBACK INFORMATION AND BUILDING LAYOUT POINTS BUILDING CODE SUMMARY: ---------------------------------- E A CMU BASED ON THE 7U SEC. 1014.3 COMMON PATH: R-2: EXCEPT. 1 - 125'MAX. 84' PROVIDED M: 75 FEET 66' PROVIDED .............. ............. ------------------ I! SCOTT EDWARDS ARCHITECTURE LLP ITEM VALUE: DESCRIPTION: ..................... OFFICE OFFICE OFFICE OFFICE OPEN OFFICE OCCUPANCY: SEC. 1015.1 EXIT AND EXIT ACCESS (2) EXITS OR EXIT ACCESS DOORWAYS ISI 140 SF ----------- 100 SF 100 SF 100 SF 108 SF SEC 302 OCCUPANCY: B, R-2 PROFESSIONAL REQUIRED FROM ANY SPACE WHERE: 2525E Burnside St., Portland, OR 97214 2 OCC. -4an"I OCC. 1 OCC. I OCC. 2 OCC. OFFICE- o OCCUPANT LOAD EXCEEDS TABLE 1015.1 2 phone:(503) 226-3617 www.sealip.com RESIDENTIAL o COMMON PATH EXCEEDS 1014.3 ......... REQUIRED BY 1015.3, 1015.4 AND 1015.5 CONSTRUCTION TYPE: OFFICE SEC 602 CONSTRUCTION TYPE: TYPE V-B, FULLY-SPRINKLERED TABLE 1015.1 SPACES WIONEEXIT B & M OCCUPANCIES-49 MAX. OCCUPANTS 140 SF n R OCCUPANCIES- 10 MAX. OCCUPANTS 2 OCC. ELEV. ALLOWABLE AREA: MACHINE ....... ... TABLE 503 BASIC ALLOWABLE AREA: B: 9,000 SF (2 STORY) SEC, 1015.2 EXIT ARRANGEMENT WHERE MULTIPLE EXITS REQ., SHALL BE ROOM ------/ 14 x,2 2,8'(32"MIN) R-2 7,000 SF (2 STORY)40'-0" MAX SEPARATED BY NOT LESS THAN 1/3 THE MAX. OVERALL DIAGONAL 2 3V PROIADED OFFICE ­_ .> 1 PROPOSED: 11,336 SF-OK 0 =Ar, TABLE 1016.1 EXIT TRAVEL DISTANCE M OCCUPANCIES, SPRINKLED 260' 4 140 SF 150 SF I AREA MODIFICATIONS: R OCCUPANCY, SPRINKLED 260' 10 OCC. 2 OCC. LOBBY SEC 504.2 SPRINKLER INCREASE MAX HEIGHT(40')+20'= 60' CEN]"PlEXCONSTRUCTION, INC. VVOFZK- -2 OCC. i i 150 SF i MAX STORIES (2)+ 1 =2 TABLE 1017.1 CORRIDOR FIRE RATING B OCCUPANCIES, SPRINKLED 0 HIR AVIATION COMMERCIAL INDUSTRIAL SEC 506.3 SPRINKLER INCREASE TABLE 503 AREA(7,000)+200% 21,000 SF R OCCUPANCY, SPRINKLED 1/2HR i 2 OGG-. AREA'A' it SEC 508.3.2 NON-SEPARATED OCCUPANCIES: TABLE 1021.1 MIN. NUMBER OF EXITS 1-500 OCCUPANTS 2 EXITS OSID OFFICE MOST RESTRICTIVE PROVISIONS OF SECTION 403 AND SEC 1021.2 SINGLE EXITS ---------------- B-OCC ... .... CHAPTER 9 SHALL APPLY TO ENTIRE BUILDING- SEE TABLE 1021.2 STORIES WITH 1 EXIT MOCC.: 11STSTORY: 49OCC MAX&75' MEETING f 190 SF 506.3 ABOVE. (R-2 MOST RESTRICTIVE OCCUPANCY) TRAVEL DISTANCE R OCC:2ND STORY: 4 DWELLING UNITS, 50'TRAVEL DIST. 13 OCC. 63 SF R OCC: 3RD STORY: 4 DWELLING UNITS, 50'TRAVEL DIST. R RIMM OCCdF .... .......... B:R I HR MIN. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES 13 ----------- ----------------Lf ---------------------- (SPRINKLED) SEC. 1022 EXIT ENCLOSURE YES<4 STORIES 1-HR FIRE BARRIER >4 STORIES 2-HR FIRE BARRIER MIAND OREGON 35 ; SEC 508.4.4.1 REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS OR HORIZONTAL ACCESSIBILITY: WAITING -caim#49EF 35 x.2 7 L i6 (32'MIN) ASSEMBLIES. SEC 1101.1 ACCESSIBILITY: ALL NEW SITE AND BUILDING COMPONENTS SHALL 82 SF :34"PROVIDED 48 x.2 9COMPLY WITH THE REQUIREMENTS OF THIS SECTION PER THE 1991 is M -�*QFOO (32-MIN) 2.o 0, 34'PROVID E AMERICANS WITH DISABILITIES ACT,AND ALL CURRENT ORS EL_ -I CAREA/OCCUPANCY: NEW TOTAL LOAD OCCUPANTS AMENDMENTS. FIRST FLOOR: Digitally signed by Peter Grimm -----------------------------------------------: AR A'I B OCC. 2,097 SF 2,097 SF 100 GROSS 21 ENERGY CONSERVATION: AREA W/B OCC. 0 SF 380 SF 100 GROSS 4 BUILDING ENVELOPE: ALL NEW ENVELOPE COMPONENTS SHALL MEET ate: 2013.10.22 17:10:56-0700' AREA'C'(LOBBY) 225 SF 225 SF NIA N/A OR EXCEED THE FOLLOWING REQUIREMENT. NORTH SUBTOTAL: 2,865 SF 2,865 SIF 25 CONTRACTOR SHALL PROVIDE SUBMITTALS TO FIRST FLOOR EGRESS PLAN SECOND FLOOR: DEMONSTRATE COMPLIANCE,AND ALL COMPONENTS 3/32" 1'-0" AREA'C'I R-2 OCC. 4,485 SF 4,486 SF 200 GROSS 23 SHALL BE LABELED PER CODE REQUIREMENTS THIRD FLOOR: COMPONENT: REQUIREMENT: PROPERTY LINE-SEE SITE PLAN AREA'C'/R-2 OCC. 4,485 SF 4,485 SF 200 GROSS 23 WINDOWS(UP TO 30%) U 0.46 SUBMITTED UNDER SEPARATE PERMIT FOR DUL INFO BUILDING TOTAL: 11,336 SF 11,336 SF 71 SHADING COEFFICIENT 0.40 __ L THE ADRIENNE Q DOORS U 0.80 ------------ MIXED USE AND OCCUPANCIES: ROOFS R 38 min. 9 SIDING SEC 508 N/A WALLS-MASONRY' R-1 1.4 ci-0-R- IE-/. MAX. GLAZING FIRE RESISTANCE: ' MASONRY W/INTEGRAL 7148 SW GONZAGA STREET 12 HOUR FIR TABLE 601 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: INSULATION-ALL CORES FILLED;AT TIGARD, OREGON 97223 RATING Lk STRUCTURAL FRAME: 0 HOURS LEAST 50% FILLED W/ VERMICULITE BETWEEN BEARING WALLS: OR EQUIVALENT FILL INSULATION. UNITS, TYP. EXTERIOR: 0 HOURS -INTERIOR: 0 HOURS WALLS-FRAME R-13+ R 3.8ci-OR- NON-BEARING PARTIONS: 0 HOURS U 0.51 GROUP R FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS .......................... TABLE602EXTERIOR WALLS BASED ON P.L. - EAST WALL 1 HR RATED (0'-10') ----------- ........... . ..........�: �ESIDENCE FIRE RESISTANCE: RESIDENCE SEC 705.2 PROJECTIONS: ......... .... 1,025 SF 1,140 SF� ........ .......... -SHALL NOT EXTEND BEYOND A POINT 1/3 THE DISTANCE TO THE LOT LINE FROM OCC. L6 6 16 occ. r= E F=1 ASSUMED VERTICAL PLANE; F711 MORE THAN 12" INTO AREAS WHERE OPENINGS ARE PROHIBITED; RESIDENCI\�76 6 ESIDENCE L-:---------- ................... --------------- ili 11 PLUMBING FIXTURES : 1,030 SF 1,025 SF L- --- TABLE 705.8 EXTERIOR WALL OPENINGS: (F.S.D. FIRE SEPARATION DISTANCE) 6 OCC. 6 OCC F.S.D. UNPROTECTED PROTECTED ......................... ........ ------------------ 04 NIP NIP ----------I ......... ME PC............ :.�J :. ..... 3�6' NIP 15%' PLUMBING FIXTURES: ............................... ....... .......................... 5-10, 10% 26%* TABLE 29-A PLUMBING FIXTURES REQUIRED 55'-0"AT IST FLOOR E. PROPERTY LINE;4'-9 1/2"@ 2ND/3RD FLR E. PROPERTY LINE AREA'C' SEC 705.11 PARAPETS YES 2865/200 15 OCC 12 7.5 EA. APARTMEN SEC 705.11.1 PARAPET CONSTRUCTION SAME FIRE RATING AS REQUIRED FOR R-2 OCC 71 FIRE SEPARATION DISTANCE. NON FROM THIRD COMUBSTIBLE MATERIAL FOR THE TOP 18" occ WC LAV J I HOUR- ... FLOOR BUSINESS B 8 occ., 1M11F 1M11F it FIRE SEC 706 FIRE WALLS: NIA SEC 707 FIRE BARRIERS: YES RATING TOTAL WC/LAV REQ'D-: MEN: 1 WC&1 LAV SEC 708 SHAFT ENCLOSURES: YES-ELEVATOR HOISTWAY, EGRESS STAIR, TYR WOMEN: 1 WC&1 LAV MECHANICAL CHASE (CONNECTS 3 STORIES) SEC 709 FIRE PARTITIONS: BETWEEN DWELLING UNITS % HOUR PER 709.3 EXCEPTION 2 CORRIDOR WALL 1/2 HOUR PER 709.3 EXCEPTION I SEC 710 SMOKE BARRIERS: N/A NORTH SEC 711 SMOKE PARTITIONS: N/A SECOND FLOOR EGRESS PLAN (THIRD FLOOR IDENTICAL) SEC 712 HORIZONTAL ASSEMBLIES: IST AND 2ND FLOOR SEPARATION 1-HR PER 2 508.4 3/32" V-0" DWELLING UNIT SEPARATION %-HR PER 712.3 EXCPT. CODE SUMMARY LEGEND : SEC 715 OPENING PROTECTION: FIRE BARRIERS=1-HR FIRE PARTITIONS=20 MIN ...................... ii DENOTES EMERGENCY EGRESS TABLE 1004.1.20CCU PANT LOAD: PATH (MINIMUM I FT CANDLE) 10/18/13 PLAN CHECK COMMENTS EGRESS DESIGN: BUSINESS(OFFICE) 1/100 7,470 SF= 75 PERSONS WAITING 1/15 420 SF 28 PERSONS DENOTES HYPOTHETICAL TRAVEL DISTANCE PATH TOTAL- 103 PERSONS TABLE 1005.1 EGRESS VVIDTH:32" MIN REQ'D 103 OCC x 0.2" 20.6"TOTAL EGRESS WIDTH DENOTES REO'D EXIT Drawing: REQD PER TABLE 1005.1.1. MIN RECID EXIT WIDTH OF 32"GOVERNS FOR EACH READ EXIT. DENOTES 1-HR FIRE RATING ---------}--------------------------r- ----------------------- ------ (SEE ALSO CHAPTER 11 FOR 36"MIN.ADA ABBREVIATIONS I WIDTH) DENOTES 30 MINUTE FIRE RATING AND NOTES INTERIOR FINISHES: TABLE 803.5 MIN. FLAME SPREAD RATING: (SPRINKLED) EMERGENCY'EXIT SIGN.SHADED AREA INDICATES ILLUMINATED FACE. ARROW INDICATES EGRESS DIRECTION. B& M: EXIT ENCLOSURES B CORRIDORS C OCCUPANT LOAD-ARROW INDICATED ASSUMED TRAVEL DIRECTION ROOMS & ENCLOSED SPACES C R-2: EXIT ENCLOSURES C Job No: 1310 CORRIDORS& EXITWAYS C STAIRWAYS Date: 8/1/13 SEC. 1009.1 STAIRWAY WIDTH: OCC. LOAD < 50- 36"MIN. 48" PROVIDED ........ SEC. 1009.3 RISERS: 7"MAXIMUM 7" PROVIDED Sheet No: F I TREADS: 11"MINIMUM 11" PROVIDED R CAJ_ OFFICE B_OCC F.O.FO SIDING EAST ELEVATION GLAZED OPENING DIAGRAM 3/32"= V-0" A003 g0'-0" 1 2 3 45 1'- 13'-10 1/4" 25'-4 1/4" 24'-3 1/2" 23'-0" 2'4" " 9'-10" 3'-8" 6'-8" 3'-8" 6'-0" 3'-$" 5'41/2" 1 1/ " 3'-8" 6'-4" 3'-8" 9'-8" 19'4" 2'-10" "LT-10" SIE A I I BALCONY ABOVE SCOTTI EDWARDS ARCHITECTURE LLP 9 A5.1 A5.2 9 MIR 5 2525 E. Burnside St., Portland, OR 97214 A6.5w w A5.1 I As.s phone:(503) 226-3617 www.sealip.com — - - - - - - - - - - 1 - - - —\ L — - - - - - - - -f — � FOS ABOVE HB A — — — — — — A w � > - HB ¢I 3 1/2" I 1 ■ v �I I 14'-11/2" 2'-51/4" 2'-51/4" 9'-51/2" 9'-9" 11/2" 11/2" 101-01, 31/2" 4'_5" 3 " 8'-10" N m OF ICE OFFICE OFFICE I CENTREEXCONSTRUCTION, INC. AVIATION 'O K4ERCIAL INDUSTRIAL b OFFICE OFFICE O N � ® 113 M 11a 0 0 TLT. RM. • i ETERIRIMM 18 112 7 1/2" HALL 7 1/2" FE 1 _ 1 _ I- W I N OFFICE — — a ( ® ® , ■ 2 A I tJ1 ORTLAN OREGON EW 3 " T-4" 3 4'-2 1/2" 8" 7'-0" 1" _ = 8'4" L = _ " 5'-3" 3 " .� -10" cO ■ - LICENSE#4%6 - - MIN. CLR. `j�®� N CO ■ TLT. RM. 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D IW-3 N N .. ..... ...... ..... ...... r 11 I c� i A6.W ; 1106 71 EO 110 CO W cV -_ 102 u¢i 7 0 w WAITING ALCOVE5 EW z q Ll 3 ® 4-0 3 1 4" 5 1/ 4'-0 3/4" 8„ N 14'-4 1/2" tO A6.5 A6.5 1 EW- . ¢ HB C - - - - - - HB - - U� 171 - - - - - v C �Ob ABOVE • N 17 T__ DASHED LINE INDICATES 6 Q 10/18/13 PLAN CHECK COMMENTS Y I I 3 w 3 e" METAL STUDS @ 16" O.C. EXTENT OF BUILDING ABOVE A6.5 m I 1 1 w 0 WITH (1) LAYER OF B"GWB ON 7 A! A5.2 ZZ Z STAIR SIDE ONLY Drawing: 3'_1011 M V[ 7'-2" 4" 4" 5'-8" 10,-2" T-0 1/2" 4'-9" V-6" „ 13'-7 1/2" 10" 19'4" 2'-10" 15-0--lot, T-0" 1'-2" 7'-10" 6'-0" 10'-6" 7'41/2" T-6" 9'-3" 15'-01/2" 23'-0" z'-a" FIRST FLOOR PLAN 90'-0" 6. REQUIRED FIRE RATING OF WALLS AND FLOORS AREAS WALL KEY GENERAL NOTES. INDICATED ON PLANS AND SECTIONS. SEE CONSTRUCTION SYMBOL LEGEND: 5 INTERIOR ELEVATION TAG ASSEMBLIES ON A9.1 FOR ADDITIONAL INFORMATION • EXTERIOR WALLS: SEE BUILDING SECTIONS • TYP. INTERIOR WALLS: STUD SIZE PER PLAN DIMENSION; SYMBOL DESCRIPTION # Job No: 1310 1. SEE ELEVATIONS, SCHEDULES, AND DETAILS FOR ADDITIONAL FINISH INFORMATION. 7 srlT EXTEND FRAMING AND GWB TO UNDERSIDE OF DECK OR SEE CONST. ASSEMBLIES BLDG OR WALL SECTION FLAG UNDERSIDE OF RATED ASSEMBLY AND PROVIDE FIRE SAFING ROOM 2. PROVIDE BLOCKING AND BACKING AT ALL FIXTURES. SEE SPEC ON BOTH SIDES OF SYSTEM. TYP. AT ALL RATED WALLS • COMMON WALL: (GRID-B-) SEE CONST. r_#_1 ROOM TAG Date: 8/1/13 RST FLOOR PLAN ASSEMBLIES alL/4 SECTION 06100 FOR ADDITIONAL BLOCKING REQUIREMENTS. DOOR TAG, SEE DOOR SCHEDULE ON " = 1'-0" 8. REQUIRED ADA ACCESSIBLE CLEARANCES ARE SHOWN SHEET A9.2 sr4r EXTERIOR ELEVATION TAG Sheet No: Z 3, ALL DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS DASHED IN PLAN ---------- SHEAR PLY SIDE OF WALL- O NOTED OTHERWISE (U.N.O.) SEE STRUCTURAL DRAWINGS # WINDOW TAG, SEE WINDOW SCHEDULE ON -SHEET A9.2 LINE OF CONSTRUCTION ABOVE 4. ALL NEW INTERIOR WALL ARE TO BE IW1 U.N.O. SEE DIMS FOR - - 1-HR RATED WALL-SEE ® KEYNOTE XX-X WALL ASSEMBLY TAG -SEE 9 T STUD DEPTHS CONST. ASSEMBLIES A201 ® FIXTURE/EQUIPMENT TAG a FIRE EXTINGUISHER CABINET-SEE 5. ALL UNIT SEPARATION WALLS ARE TO BE IW2 U.N.O. GENERAL NOTE X FINISH TAG-SEE FINISH SCHEDULE ON SHEET A9.3 HB I HOSE BIB-SEE PLUMBING 90'-0" 12 3 4 5 13'-101/4" 25'-41/4" 24'-31/2" 23'-0" E A 3'-0" V-2" 9'-11 1/4" T-8" T 3" 3'-8" 1T-5 1/4" 3'-8" 4" 4" 3'-8" 20'-2 1/2" 1 T-7" 4'-0" 2'-6 1/2"1,3 1/t6" 10'-0" I I SCOTTI EDWARDS ARCHITECTURE LLP I 1 t - 2525 E. Burnside St., Portland, OR 97214 Q.1\y/I,I�//�{ �✓l\wy/I,I�/may A5.1 A5.2 Q✓/\^y/I,1�/may' o phone:(503) 226-3617 www.sealip.com V V V M A / 2'_ EQ. EQ. L - EQ. EQ. �.•....... ...... ....Ilr;�7 rEQ. EQ. 1 I(DI ALIGNUD BATt- JT I- - - -I 2'-10'. m ter..- ..I I I I I i . .. I.. s� ,,�T\xII o r - - - I ENT EXCONSTRUCTION INC. 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Q 10/18/13 PLAN CHECK COMMENTS - -seBou�_ . 4 ' ... . .. .. 1 1 1 ti. .. .. .. . ... .................. . .. .. . . .. . ... . . .. . .. . IGEV. :.'.'.'.'.'.' . .. .. ........ .. .... . SLOPE' ".'1`_0" . ... . .. . .. .. Drawing: VALLEY SLOPE " : 1'-D" q SECOND FLOOR PLAN 1'2 1/2" 12'-0' 33/4" 5'-3314" 4'-0" 11'-8 1/2" A5.14' 0�� .2 9'-7" 4'-0" 10'-8 1/2" 6'-0 3/4" 4'-0" 4'-0" 8'-5 1/4" 2'-4" T-0" 1 1.6 2 (THIRD FLR. IDENTICAL) GENERAL NOTES. 6 NDIICATEDONPLANSAND SECTIONS. SEEUIRED FIRE RATING OF WALLS AND OCORS ARE ASONSTRUCTION WALL KEY SYMBOL LEGEND: 3 NTERIOR ELEVATION TAG ASSEMBLIES ON A9.1 FOR ADDITIONAL INFORMATION • EXTERIOR WALLS: SEE BUILDING SECTIONS • TYP. INTERIOR WALLS: STUD SIZE PER PLAN DIMENSION; SYMBOL DESCRIPTION " 1. SEE ELEVATIONS, SCHEDULES,AND DETAILS FOR ADDITIONAL BLDG OR WALL SECTION FLAG FINISH INFORMATION. 7 EXTEND FRAMING AND GWB TO UNDERSIDE OF DECK OR SEE CONST.ASSEMBLIES sHT Job No: 1310 UNDERSIDE OF RATED ASSEMBLY AND PROVIDE FIRE SAFING ROOM I- 2. PROVIDE BLOCKING AND BACKING ATALL FIXTURES. SEE SPEC ON BOTH SIDES OF SYSTEM. TYP.AT ALL RATED WALLS COMMON WALL: (GRIDASSEMBLIES B')SEE CONST. 111-77 ROOM TAG Date: 8/1/13 SEC�ND FLOOR PLAN Q' SECTION 06100 FOR ADDITIONAL BLOCKING REQUIREMENTS. ASSEMBLIES DOOR TAG, SEE DOOR SCHEDULE ON EXTERIOR ELEVATION TAG 1 8. REQUIRED ADA ACCESSIBLE CLEARANCES ARE SHOWN ### sHr O O SHEET A9.2 Sheet No: Z 3, ALL DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS DASHED IN PLAN ---------- SHEAR PLY SIDE OF WALL- # WINDOW TAG, SEE WINDOW SCHEDULE ON - - - - LINE OF CONSTRUCTION ABOVE NOTED OTHERWISE(U.N.O.) SEE STRUCTURAL DRAWINGS SHEET A9.2 S I 4. ALL NEW INTERIOR WALL ARE TO BE IW7 U.N.O. SEE DIMS FOR -- - -- 1-HR RATED WALL-SEE ® KEYNOTE XX-X WALL ASSEMBLY TAG-SEE STUD DEPTHS CONST.ASSEMBLIES FE FIRE EXTINGUISHER CABINET-SEE A202 ® FIXTURE/EQUIPMENT TAG a GENERAL NOTE 5. ALL UNIT SEPARATION WALLS ARE TO BE IW2 U.N.O. xxX FINISH TAG-SEE FINISH SCHEDULE ON HB HOSE BIB-SEE PLUMBING SHEET A9.3 1 2 3 4 5 SIE A I I SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 A5.1 AS.z phone:(503) 226-3617 www.seallp.com W Wt $ I I n- ,� �o J J ° I `� I EN` RECONSTRUCTION, INC. o - o AVIATION COMMERCIAL • INDUSTRIAL 1 0 0 A5.3 — — — I I CRICKET Z" : 1'-0" ETER F�!�Ril; rn MIN. TYP. F ` LP- P-2 ——— — — — _ _ —__ _ HP-2 I HP-2 ORTUND,OREGON . r--- --- -- - - - -_ _ _ _ __ _ , UcENse#4966 I rr- --- --- -- - -- -- - - --- -- - ,� I CRTC ET 1, 1,-0 ......... .... ........... 99 _ .-.. _ I -- -- --- -- -- .............. ...... :.:::::::.::....... — —— — z ('� r ------ -- ---- -------- . ---i , ..: I MIN.TYP. �F O .I:::. �_---- I e. I Digitally signed by Peter Grimm HP-1 P-2 18 I Q HP-2 HP-2 Py Date:2013.10.2217:24:21-07'00' J 6.5 I I I I G I I J _J J I III n LL i I RTU-2 G9!! RTU-1 i HOISTWAY ;o i t I fi HVAC EQUIPMENT I I I I I I I I I I BY BIDDER DESIGN I L_ J I - THE ADRIENNE ' d 1 SLOP�E SLOPE <<Fy A5.3 O I 3/ FT. 3/8 O 7148 SW GONZAGA STREET (�S 3/8 �rA09_699�J� s 10'-0^ 2-0' s 3 TIGARD, OREGON 97223 — — — L J e — — — — — — a .'° ROOF PAVERS PER J RD SPECIFICATIONS RD LL a ° . 20 e ° u 6.5 VgCC,,y I --oma d < JPVVE 6.5 M TICKET-1' , V-0" a •. . TYP.21 PARTIAL HT. WALL-SET TOP 0 iv OF WALL AT 42" AFF. MIN. I 4'-0" 7'> L\ L 4'-0" N I I DN o G9!!Fh EXTERIOR WALL: I iv I CORRUGATED METAL m PANEL OVER FURRING ° STRIPS OVER 2"CONT. RIGID INSULATION OVER 8"CMU GROUTED SOLID OVER 8"HAT CHANNELS W/e"GWB AT INSIDE FACE. I I d N n aw O v O CRICKET 12" : 1'-0" 01 10/18/13 PLAN CHECK COMMENTS I MIN. TYP. I I I 1 1 I A5.1 A5.2 Drawing: I I I I I 3 ROOF PLAN 3.3 4 5 6REQUIRED FIRE RATING OF WALLS AND FLOORS ARE AS . GENERAL NOTES. INDICATED ON PLANS AND SECTIONS. SEE CONSTRUCTION WALL KEY SYMBOL LEGEND. ®s INTERIOR ELEVATION TAG ASSEMBLIES ON A9.1 FOR ADDITIONAL INFORMATION • EXTERIOR WALLS: SEE BUILDING SECTIONS 1. SEE ELEVATIONS, SCHEDULES,AND DETAILS FOR ADDITIONAL • TYP- INTERIOR WALLS: STUD SIZE PER PLAN DIMENSION; SYMBOL DESCRIPTION FINISH INFORMATION. 7 EXTEND FRAMING AND GWB TO UNDERSIDE OF DECK OR SEE CONST.ASSEMBLIES sHT BLDG OR WALL SECTION FLAG Job No: 1310 UNDERSIDE OF RATED ASSEMBLY AND PROVIDE FIRE SAFING ROOM = ON BOTH SIDES OF SYSTEM. TYP.AT ALL RATED WALLS • COMMON WALL: (GRID'B')SEE CONST. # ROOM TAG 2. PROVIDE BLOCKING AND BACKING AT ALL FIXTURES. SEE SPEC 0 Date: 8/1/13 ROOF PLAN SECTION 06100 FOR ADDITIONAL BLOCKING REQUIREMENTS. ASSEMBLIES 1 8. REQUIRED ADA ACCESSIBLE CLEARANCES ARE SHOWN DOOR TAG, SEE DOOR SCHEDULE ON /\`R/J` DASHED IN PLAN 0 SHEET A9.2 srT EXTERIOR ELEVATION TAG Sheet No: z 3. ALL DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS ---------- SHEAR PLY SIDE OF WALL- O WINDOW TAG, SEE WINDOW SCHEDULE ON NOTED OTHERWISE(U.N.O.) SEE STRUCTURAL DRAWINGS # SHEET A9.2 — —— — LINE OF CONSTRUCTION ABOVE 4. ALL NEW INTERIOR WALL ARE TO BE IWt U.N.O. SEE DIMS FOR 1-HR RATED WALL-SEE ® KEYNOTE XX-X WALL ASSEMBLY TAG-SEE STUD DEPTHS CONST.ASSEMBLIES A2A ® FIXTURE/EQUIPMENT TAG E FIRE EXTINGUISHER CABINET-SEE 5. ALL UNIT SEPARATION WALLS ARE TO BE IW2 U.N.O. GENERAL NOTE xxx FINISH TAG-SEE FINISH SCHEDULE ON HOSE BIB-SEE PLUMBING SHEET A9.3 HB 1 2 3 4 5 E A SCOTTIEDWARDS ARCHITECTURE LLP -- -- -- -- -- -- -- -- -- -- -- -- 2525 E. Burnside St., Portland, OR 97214 I I phone:(503) 226-3617 www.seallp.com I I ...... ....I e I e _.. ... - CNTREXCONSTRUCTION INC. AVIATION COMMERCIAL INDUSTRIAL I L -- -J _ — -- — — -- — -- — - -I I I ✓� q II I L — L- --- - - ' - - - - -- - - -- - - � I ° rh ETER RItfl1! czI RTLAND,OREGON °® LIcEtNsE#4966 OF Off` -7 z 17 t:z -1 I Digitally signed by Peter Grimm e I Date: 2013.10.2217:25:09-0700' JL � — THE ADRIENNE y 7148 SW GONZAGA STREET — ' TIGAR OREGON 97223 i D, If I, I I ! I L J In : 177 rr L ' O I 10/18/13 PLAN CHECK COMMENTS Drawing: - - - - - - 1ST FLOOR RCP 3.3 45 Job No: 1310 FIRST FLOOR RCP Date: 8/1/13 0 Sheet No: A301 � � E A 1 2 3 4 5 - SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. 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(D-,�/ z I I - T T T T T S I I M 1* I � / X I I / k�l Y--111 -- I I - - JW-- ,/ 1 '�$ 1 -.1 I - I* I t r7 - k Ix I , . . , 0 e%�' - - _ t - I I d I I 'F L I ) )r M � : .• I.... 7-. 1 . Miln : 0 - . Al2 . GENERAL NOTES: 1. ARCHITECTURAL DATUM: FINISH FLOOR ELEV. 0'-0"=ACTUAL ELEV. 230.15' SIE A 2. "OUTSIDE"CORNERS OF METAL PANEL SIDING TO BE SHOP MITERED TYPICAL SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.com 1 1 1 A5.2 A5.1 A5.3 KEYNOTES: SYMBOL \ 5 4 r....._ 3 MP-1 2 Ci MP-1t B MP-1 OX DESCRIPTION 4 MP_1 AP-1 1. NOT USED T.O. PARAPET ''� MP-3 f �+ D /� +39'-0" 2. ALUMINUM STOREFRONT SYSTEM. OPERABLE LITES WHERE CE?� EXCONSTRUCTION, INC. MP-3 MP-3 5 INDICATED, AL-1 AVIATION COMMERCIAL • INDUSTRIAL r MP 2 r 3. NOT USED MP-2 4. HOLLOW METAL DOOR AND FRAME EPT-1 t�R ! r rLE EQ. 5'-0" 5'-0" EQ. r r I r r EQ. E AP-1 r r r r rQ. 5®y EQ. « Y AR 40 0 5. PRE-FINISHED METAL PARAPET CAP MP-2 AP-1 rT o FIN. FLR. a o ETER . RIRINI AP-1 E AP-1 INV 25'-1 1/2" AP-1 I r\ �s r'\ r� r 6. CONCRETE BASE T.O. 30RD FLR. C /r r OREGON 7. NOT USED k�lRT(.AND, 5 4 MP 2 I I MP 2 11 r I MP-2 8. CANOPY L(IC�EN�SEn#4966 r 6. r r r r o r r 12 le r r r ® y o 9. EXTERIOR CANOPY SIGNAGE-SEE SPECIFICATIONS �L' lJ i (SIGNAGE AT RETAIL OFOI) ff M1 IM Digitally le r� r fir\ r 10. ALUMINUM STOREFRONT DOOR SYSTEM. AL-1 Dae: 2013.10 22 17:26.20-07'00' T.O.2ND FLR +14'-0" 11. ALUMINUM SLIDING GLASS DOOR SYSTEM AL-1 MP-2 12. STEEL GUARDRAIL SYSTEM I FT5 r 6' 11 CONC3 a CONC3 CONC3 r r r r r r r 2 BR-' THE ADRIENNE r 6 r r r r r F.F. ELEV 1 / - _� - -CMU-'- - - 6 +0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 0Iff -L-- - - -- -- -- - - - - - - --fjIL1- - - - - - -- - - - - - - �� 7148 SWGONZAGASTREET IM. 2 EAST ELEVATION SOUTH ELEVATION TIGARD, OREGON 97223 _o" GLAZING CALCULATION NORTH ELEVATION: 1 ST FLOOR FACADE: 601.3 SF 1ST FLOOR OPENINGS: 301.3 SF 50%OPEN AREA 50% REQUIRED 1 1 1 A5.1 A5.2 A5.3 MP-1 MP-3 MP-3 MP-1 MP-3 MP-3 SYMBOL LEGEND: SYMBOL DESCRIPTION r MP-3 r ROOM ® y D ROOM TAG r 5'-0" EQ. EQ. DOOR TAG, SEE DOOR SCHEDULE ONATC 40 Q. 5 o o SHEET A9.2 AP-1 O WINDOW TAG, SEE WINDOW SCHEDULE ON SHEET A9.2 i # KEYNOTE Ir q E-1 10/18/13 PLAN CHECK COMMENTS AP-1 MP-2 MP 2 '. MP-2 MP-2 O FIXTURE/EQUIPMENT TAG AP-1 O ® 4 r r 6'4 r r I o r r r r r ® y o xxx FINISH TAG-SEE FINISH SCHEDULE ON MP-2 4 0FTI o SHEET A9.3 r r 6.3 8. MP-2 INTERIOR ELEVATION TAG Drawing: 9"clp K119,V VI BLDG OR WALL SECTION FLAG EXTERIOR ELEVATIONS SHT MP-3 r MP-2 9 r r r r r r r r r r r r r i 8 SHT EXTERIOR ELEVATION TAG ` 1 LINE OF CONSTRUCTION ABOVE MP-2 r r g BR-1 r 10 -- -- CONC3 XX-X WALL ASSEMBLY TAG-SEE r r r rr rl F r r s r r : r r 9 Job No: 1310 FE FIRE EXTINGUISHER CABINET-SEE BR1 - - - - - - - - - - - �EWD-'- - - - -BR-1 - - - - - - - - 3 - � �- -� - - - - - - - - - - - - - - - - - - GENERAL NOTE M P-2 6.4 �- - HB HOSEBIB-SEEPLUMBING Date: 8/1/13 4 WEST ELEVATION 0_N.ORTH ELEVATION Sheet No: A401 SIE A .. ........ ......... .............................................................. SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.sealip.com ......_....................... ..... .....— ---------- T.O. PARAPET 6 \ N �i\ "`w 39'-0" M�MEM N ................._......_._................................... �� \ _�._..................................................._.......—-----------------------_....._ .. T.O. 4TH FLR D ^ 35'-4 1/2" i !l , kX . z \ F � a, FX ,rk � / 'CONSTRUCTION, INC.CENT . AVIATION COMMeRCIAL INDUSTRIAL 85.1 Q o R RiMM R LAN o>OREGCR1 ° FIN. FLR. bo- / \ o o- � LcENISE #49g6 IRK 25'-11/2" 25'-0" I \ tiYA Y k n Digitally signed by Peter Grimm Date: 2013.10.22 17:26:50-07'00' 10 L- _j 6.1 4 6.1 5., �1 THE ADRIENNE T.O. 2ND FLR 7148 SW GONZAGA STREET 14'-0" ,x \ / TIGARD, OREGON 97223 6.1 v 0 v F.F. ELEV IJ I LL BLDG. SECTION M U LL GRID t r Q 10/18/13 PLAN CHECK COMMENTS EXTEND GWB TO L UNDERSIDE OF ROOF L SHEATHING. FIRE T EXTEND GNB SAFE BOTH SIDES 1 f ; \ UNDERSIDE F RATED ASSEMBLY Drawing: TMP / BUILDING SECTIONS 1 / - 2X WD. FIRE CBLOCKING AS 2X WD. FIRE REQUIRED BLOCKING AS REQUIRED .lob No: 1310 Date: 8/1/13 Sheet No: $ DETAIL AT INTERIOR PARTY WALL 4 . DETAIL AT INTERIOR PARTY WALL A501 It e'-a 1/2" 12--1" 11T.0 1/ " SLOP T.O. PARAPET S E A +45'-0" r tl, SCOTTIEDWARDS ARCHITECTURE LLP HOIST 12 BEAM PER 2525 E. Burnside St., Portland, OR 97214 A s. ^ SLOP STRUCT. B s 7.25 phone:(503) 226-3617 www.seallp.com T.O. PLATE +40'-91/2" r _ I a z x z Y O q T.O. PARAPET J w — +39'-0" >- 1 (V T.O. DECK - - - - - - - - _ - - - - - — — — — — +35'-4 1/2„ x. .. . R, x f. . . .. �..... . . ..�` x, } h x h w x = i x T.O. WDW I 1 J k x � KEN TREXCONSTRUCTION, INC. +34'_2" I I I I I g n '(wT. 1"=7'-4" \Q 1 AVIATION • CO.M+MER.CIAL INDUSTRIAL 2 i ii i Ii Q 6. I `CY l I ii iW \ \ 5 TI J 3 I I I I Z @ N I I I I z O A v I II I .i 4 Z I { z o ETEF1 I,, R1MM SHAFT WALL-SEE PLANS AND i ii i w III BUILDING ASSEMBLIES FOR O " 1 EXTENT AND CONSTRUCTION RTLAND, OREGON N FIN. FLR. UCNE#496 +25'- 11/2" ON& TOF Irl l ,I +25'-0" \ \ II 1 II 1 - �, \(9�. 11"=8'-3" \ \ :� i I Digitally signed by Peter Grimm WDW J 1 n 1 J 0" III 4 Date: 2013.10.22 17:27:17-0700' G I ! j ii i io h �_ \\ 8. i 1 "STEEL PAN DECK W/1 2' i w N \\ CONCRETE l 1 u 1 CD TOPPING TYPICAL l i ii ia Z AT ALL STAIR 2X4 WD FRAMING W/2 LAYERS e" i ii i 0O a O LANDINGS I TYPE'X'GWB TO PROVIDE 1 1 11 1 0 THE ADRIENNE CONTINUITY OF 1- HR RATING i ii I II I o m 12 1 II I i� @ I i ii iT.O - -- -- - - - - - - - 7148 WN A A T 14 14'_0" TIGARD, OREGON 97223 (MMARAWMA 9---- ---------- 15 T.O.WDW ^ \\ \\ u +10'_0" 8 \\ S. 8. r 4 \ I LL L p II I p $• \ � N I V � I Z o 1 I w n r^ 8. E O r 20 I N r LL 6 . i T.O. CONC. 0'-0" PIT FOUNDATION-SEE STRUCT. l 1 Z i I a( a:�:. (11)T @11"= 10'_1" 5'-0112" LF BENTONITE WATERPROOFING " v SYSTEM AT ELEVATOR PIT +; ONLY-SEE SPECIFICATIONS `• FOR ADD'L INFO. + ♦ F ne SUMP PIT SHOWN DASHED — N L J BLDG. SECTION 1 1/2"= 1'-0" Al 10/18/13 PLAN CHECK COMMENTS Drawing: BUILDING SECTIONS Job No: 1310 Date: 8/1/13 Sheet No: A502 SIE A SCOTTIEDWARDS ARCHITECTURE LLP 1.6 2 q 3 3 3 4 5 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-361177 www.sealip.com T.O. PARAPET 39'_0" I I I I I 1 I I T.O.4TH FLR DECK NV 35'-4 1/2" h „r � N CONSTRUCTION, INC. AVIATION .CIA 4 INDUSTRIAL I � s.3 I I I I II 1z II I I 5.3 I o I I ETER RIMM { fv� � ORnAND FIN. FLR. I I �' ' LAmsE#066 T.O. 3RD FLR D K� ,, n�i���.••!!! t 25'_0"(_) I (�� Digitally signed by Peter Grimm 6 Date: 2013.10.22 17:27:43-07'00' w 9Q 5.3 om M I I THE ADRIENNE I 12 I I I I I I I I JIN T.O. 2ND FLR — 6'3 ^^ 7148 SW GONZAGA STREET 14,_0„�--') WWY TIGARD, OREGON 97223 I I a 13 l 1 I I I 5.3 s. NclYa `�J " 15 4 6.3 e LOBB BREAK ROOM a 105 11 -9 ° I e 4 , l F.F. ELEV mv 0'-0„ (--') a 1111 IJ BLDG. SECTION GRID GRID LL FIRE SAFINGAT GRID LL BOTTOM OF RATED Sk WALL TYP. ' 0 10/18/13 PLAN CHECK COMMENTS '>I$.iR -i:::.Cp•i<' ✓::S.Yr.e:. ..PL.�. -0.1. ' .' Drawing: J- --, � ( � `' �� � •� '• •' BUILDING SECTIONS PT BLOCKING AT TOP / OF CMU WALL- J PROVIDE FIRE SAFING I ( SPRAY ' ON BOTH SIDES OFe . I APPLIED - 1 ` f EXTEND GWB TO ASSEMBLY FIRE / - t UNDERSIDE OF ROOF I \ 1` J PROOFING SHEATHING. FIRE1 1 \ , PER SAFE BOTH SIDES " W UIL B DING TYP �� XC ASSEMBLY EXTEND GWB O Job No: 1310 UNDERSIDE OF ` 'mm' ' RATED FLOOR/ 2X WD. FIRE ' CEILING ASSEMBLY ate: 8/1/13 BLOCKING AS REQUIRED ' ' heat No: Elf 41 12 DETAIL AT RATED PARTITION $ DETAIL AT RATED PARTITION 4 DETAIL AT INTERIOR EXIT ENCLOSURE 50A3 SIE A SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.com CURB WHERE INDICATED. PRE-FORMED CORNERS. APPLY SELF ADHESIVE JAMB AND HEAD WRAP. \ �OOIN 6, � fin' p� INC.APPLY WATER RESISTANT o N E CONSTRUCTION, N BARRIER SILL APRON. AVIATION COMMERCIAL INDUSTRIAL ATTACH AT TOP ONLY. LEAVE BOTTOM LOOSE UNTIL FINAL WRB LAYER WRAP TO 'R APPLIED. UNDERSIDE OF .`n WINDOW HEAD g a" PRE-FORMED CORNERS. A;RI (( � -i PRE-FORMED PVC �1 RTLAND, OREGON � c. SILL PAN W/DAM. '3 Ltcrose#4966 '�>QF 00 STEP 1 STEP 2 ate: 013.ly signedby17:2Peter -07'0 Date:2013.10.22 17:28:22-07'00' INSTALL UNFLANGED WINDOW. AT WINDOWS W/TRIM, INSTALL MTL HEAD FLASHING W/TURNED UP WATER DAM THE ADRIENNE AT EA END. EXTEND FLASHING THE FULL WIDTH OF HEAD �.-- ,----� CASING AND BUTT JAMB CASING TO UNDERSIDE. 7148 SW GONZAGA STREET ` TIGARD, OREGON 97223 APPLY SEALANT f AND BACKER ROD AT TOP AND SIDES ' OF WINDOW ONLY i I 2:, FOLD END AS SHOWN TO FORM CONTINUOUS END DAM I WITH NO CUTS IN MTL. STEP 3 STEP 4 APPLY PRIMARY WATER RESISTANT BARRIER(WRB). LAP BOTTOM ; LAYER UNDER SILL APRON. INSTALL SIDING &TRIM 1'' eia : (VENTILATED OR NON-VENTILATED) OVERLAP SUCCESSIVE LAYERS 6" +-: ', ;;, MIN. MAINTAIN LAPPED DRAINAGE "';4 .yi .:• ``" OVER WRB. APPLY CONTINUOUS BEAD OF SEALANT AT BACK SIDE PLANE FROM TOP OF WALL TO -' ` ,.5. ; •; . GRADE. '' '� ^':!s' OF BATTENS IF USED FOR VENTILATED CLADDING. .+`, :.•�r''^ µ'ti..:<° <. - 10/18/13 PLAN CHECK COMMENTS A3 gyp. w ♦1 � ` Q .•tom, . Drawing: WINDOW FLASHING SEQUENCE DIAGRAM : z vY STEP 5 STEP 6 =?t` Job No: 1310 Date: 8/1/13 TYPICAL UN-FLANGED WINDOW FLASHING SEQUENCE- METHOD A Sheet No: 3/8" = 1'-0" A600 NON-CONT. CLIP SLOPE PRE-FINISHED PARAPET CAP W/CONCEALED CLIP-SLOPE TO INTERIOR PRE-FIN. SCREWS W/ E A NEOPRENE WASHERS SCOTT EDWARDS ARCHITECTURE LLP r ALLOW OPEN z_ 2525 E. Burnside St., Portland, OR 97214 DOUBLE BOTTOM PLATE SINGLE BOTTOM PLATE SPACE TO ALLOW WHERE PARTITION LANDS ON TOP OF WALL P.T. BLOCKING phone:(503) 226-3617 www.sealip.com GYP-CRETE TOPPING GYP-CRETE r • ` e ASSEMBLY TO PREF-FIN. MTL. PNL.TYP.AT "'' ' �•' VENTILATE-TYP. PARAPET INTERIOR � ..............X .......... J _.......... ............. .............. 1. NE 101M i J MEMBRANE ROOF TO WRAP e J INSULATE ALL CAVITIES TOP OF PARAPET \ �\\\ \ MIL RIM JOIST PER STRUCTURAL ■� ■ •■ PLYWOOD EA. SEE SECTIONS FORJ1JSIDE THIS LOCATION AsaNTECONSTRUCTION, INC. 1 \ FLOOR/CEILING ASSEMBLY ..........f \..............I �...... ..:.. r �........ ...../ `....... ..: AVIATION COMMERCIAL INDUSTRIAL ........... -. ... _. .. . . TYPE. _. ... . .. FC2 ' PANEL LAP: PROVIDE '42' YCONTINUOUS GASKET/SEALANT AT PANEL LAPJOINT. FASTENER ETER RltutSPACING PER MFGR •.-, -f �� RECOMMENDATIONS y J� RTLAND, OREGON sE#4966 ' l OF49,; 1 L O 10 TYP.WALL FLOOR TRANSITION 4 TYP.WALL FLOOR TRANSITION 1 TYP. COPING DETAIL Digitally signed byPeter Grimm 1 1/2"= 1'-0" 1 1 1 1 1/2" = 1'-0" � Date: 2013.10.22 17:28:51-07'00' r f v J SEE SECTIONS FOR 1 FLOOR/CEILING ASSEMBLY TYPE `I\ SEE PLANS AND ELEVATION FOR WALL q J,J STRUCT. STEEL-SEE ASSEMBLY AND FINISH INFORMATION� f � � fff / / STRUCT. 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RiMIVI\ tt An SEE FOR TYP. HEAD CORRUGATED METAL SIDING over n RAINSCREEN OVER 2" RIGID PRE-FIN. FLASHING INFO n i U ORTILAND, CRECON INSULATION (R-11.4 MIN)over WRB UDENSE#4966 PROVIDE 'Z' 2 MTL. SILL 4 PREFINISHED METAL overt PLYWOOD SHEATHING over WRB- LAP FLASHING TO FLASHING I!t z FLASHING VERTICAL HAT CHANNELS OVER RIGID SUPPORT WRB AT i OF attached TO 8"CMU GROUTED INSULATION TRANSITION 2X6 PT BLOCK AT SOLID TO ACHIEVE 1-HR FIRE AND DRIP THROUGH RIGID Digitally signed by Peter Grimm FLR. EDGE ROOF MEMBRANE- RATING FLASHING INSULATION EXTEND UP AND PANEL EDGE REVEAL Date: 2013.10.22 17:29:13-07'00' PREFINISHED SHEET METAL 7L�' - 0 PRE-FIN. FLUSH MTL. UNDER PREFINISHED 0111910 PER PANEL MANUF. SHEET METAL CLOSURE f f PNL. SYSTEM W/ CLOSURE PREFINISHED CONCEALED DRIP FLASHING FASTENERS - - _ _ _ _ — I - - - - - - ........... ro 4. ROLLER SHADE PER SPECIFICATIONS THE ADRIENNE 55' CONTINUE GWB L PANEL JOINT DETAIL TO UNDERSIDE -4 r-. J T OF DECKING AND 1 1/2" V-0" FIRE SAFE BOTH SEE FOR TYP. HEAD n 7148 SW GONZAGA STREET SIDES TO f U FLASHING INFO PREFINISHED SHEET MAINTAIN 1-HR TIGARD, OREGON 97223 FIRE RATING METAL FLASHING @ nl ;T PANEL TYPE TRANSITION Tj 4 WINDOW HEAD MP PRE-FIN. MTL. PAN W/ 1 1/2" V-0" UP-TURNED ENDS 4 U EXTENDING BEHIND SEE 9 FOR SILL JAMB FLASHING. EXTEND BELOW 6 EDFLASHING 14.1! CORR. PANEL ROOF 'p STOREFRONT SYST. TYP. PT NAILER A 'D PT BLOCKING If C>) C-7 SEE STRUCTURAL DRAWINGS FOR CLOSURE PLATE U n. & PREFINISHED 2-PIECE METAL CMU HEADER FLASHING PREFINISHED BREAK METAL PANEL OVER 3/4" WRB OVER PLYWD SHEATHING OVER BEYOND 4" 4" 6" 4" METAL STUD FRAMING —7 W/FULL DEPTH BATT INSULATION SIDING TRANSITION DETAIL PREFINISHED �WRB TO LAP PRE-FIN. HEAD 1 1/2" V-0" METAL FLASHINGFLASHING W/UP-TURNED .................... ENDS PREFINISHED n Lj'f.... METAL CLOSURE DEFLECTION HEAD HEAD DRIP 10/18/13 PLAN CHECK COMMENTS FLASHING 4" SEE FOR TYP. HEAD @ FLASHING INFO WINDOW HEAD @ CMU —�—BRICK TIES 1 1/2" V-0" Drawing: A In _____--EXTERND WRB OVER FACE OF DETAILS ------------ --- PRE-FIN. MTL. PAN W/ BASE FLASHING lid UP-TURNED ENDS WEEPS AND DOWELS TYP. -----SEE SPECIFICATIONS FOR WEEP LOCATIONS AND STRUCTURAL FOR DOWEL REQMTS. 4" 4" 6"' a. Job No: 1310 4 A4 L-J Date: 8/1/13 4.. aSheet No: DOWEL CMU TO SLAB-SEE STRUCTURAL DRAWINGS 13 WINDOW SILL �GRA DE (D �I�� _ G_RA�DE A601112�= 4 = _ 2 M CONTINUE ROOFING UP PARAPET WALL t3/4" 1/4" 2" X1/2" MEMBRANE FLASHING BASE TIE /; E A CORRUGATED METAL PANEL IN PER ROOFING MANUF. �� J i OVER FURRING STRIPS OVER 1" ,2 5 1!2 RIGID INSULATION OVER WRB ROOFING PER SPEC OVER _ ��� EQUAL 0 EQUAL EQUAL SCOTTI EDWARDS ARCHITECTURE LLP PER SPECS OVER PLYWD PROTECTION BOARD OVER � (10)SPACES AT SHEATHING PER STRUCT. OVER TAPERED RIGID INSULATION * I I I 2525 E. Burnside St. Portland, OR 97214 j a.z5"=3'-6112" —'�I I I 2X6 WD. FRAMING W/FULL OVER ROOF SHEATHING OVER I I I DEPTH BATT INSULATION W/Z" FRAMING PER STRUCT. W/FULL I TYPICAL' LR j 4" MAX. OPENING I j I j phone:(503) 226-3617 www.sealip.com EXTERIOR PLYWD.-TYPICAL AT DEPTH BATT INSULATION. SEE I^ j I I I I I, ALL PARAPET CONSTRUCTION " >. SECTIONS FOR ROOF ' \ U.N.O. ASSEMBLY TYPE. \ \ \ M01 11 -� CENT EXCONSTRUCTION, INC. AVIATION COMMERCIAL INDUSTRIAL COMPRESSIBLE FILLER-TYP. AT CORR. PANEL ENDS - - - ------------------------------- z � IJ --- --------------------------------------------------------------------------------------------------- �; PREFINISHED METAL FLASHING { � ETER t,1!'�sRiMM —B.O. SOFFIT +34'_2" ORTLAN'D,OREGON . REFINISHED METAL CLOSURE WINDOW TREATMENT-SEE v� PANEL OVER CONCEALED CLIP I SPECS. INSTALL TIGHT TO � LlGENS£ 4555 OVER 2"PLYWD. SHEATHING OVER 1" I CEILING OF PT WD FURRING STRIPS ATTACHED 1[ V TO UNDERSIDE OF ROOF JOIST. + BALCONY GUARD RAIL_ELEVATION Digitally signed by Peter Grimm 7 HEAD 3RD FLOOR BALCONY l „/2" = ,'-o" Date: 2013.10.2217:29:45-07'00' 1 1/2"= 1'-0" J1 SEE 1/A6.3 FOR GUARD RAIL INFO. STOREFRONT SLIDING ENTRY SYSTEM }"X2"X6" PLATE i STEEL STAND OFF 7 PT WD NAILERS THE ADRIENNE 4"X 2" PLATE STEEL SEE SECTIONS FOR STAND OFF FLOORICEILING TYPE. ........... ....._....- ................ ._......._.... . ......__ I- - - - -- - - - - - - - - - 7148 SW GONZAGA STREET SLOPE 1._0.. e TIGARD, OREGON 97223 4" PLATE STEEL CLOSURE. pd - a e a '' a i f d ad : ` ° '° < < FLUSH TOP OF PLATE d ° " ' f STEEL W/FINISH TOP OF CONCRETE DECK PER STRUCT.- CONCRETE. TAPER CONCRETE AND SLOPE �!f f AWAY FROM BUILDING AS SEE STRUCT. FOR STEEL INDICATED 1 FRAMING-TYP. Z"PLWD SHEATHING OVER STEEL STUDS ^ PREFINISHED METAL HSS STEEL BEAMS-SEE CLOSURE PANEL OVER WINDOW TREATMENT-SEE STRUCT. PAINT- CONCEALED CLIP SPECS. INSTALL TIGHT TO CEILING PREFINISHED METAL FLASHING —B.O. SOFFIT'� RETURN GWB TO WINDOW .............. ..... ............................. -_. ...._...... FRAME-TYP. PANEL OVER CONCEALED CLIPS PREFINISHED METAL CLOSURE ALUMINUM STOREFRONT OVER 2' PLYWD SHEATHING OVER LIGHT GA. STEEL FRAMING 8 3RD FLOOR BALCONY DETAIL 1 1/2"= 1'-0" - 1 , L STOREFRONT SLIDING SEE PLANS AND ELEVATIONS ENTRY SYSTEM / FOR EXTERIOR WALL 4 ASSEMBLY TYPES SLOPE�" : V-0" d ° _ •. oda . .e += a d a -� .i-ten'— a�r�' ° ^ ■ � 4 �■7T� .°I. .j '° '. a. . . ,a'. . ' . . d t I� d . B a ..a. o PLATE STEEL CLOSURE. d °. ° <'' a 8 d I •e. G a a I ad a FLUSH TOP OF PLATE a e a < a•. a g. , a ' d ° a a G I a n d. " A STEEL W/FINISH TOP OF i CONTINUE I I STRUCT. CONCRETE. I STEEL FRAMING PER t INSULATION FULL \ , HEIGHT OF WALL J - --- ---- - ---- V \ � / x � '\ / � Q 10/18/13 PLAN CHECK COMMENTS J J / HSS STEEL BEAMS-SEE % OVER FURRING STRIPS 9 STRUCT. PAINT- SEE SECTIONS FOR OVER tFURRIN STRIPS GATED METAL SIDING Drawing: FLOOR/CEILING ASSEMBLY TYPE PER SPEC. OVER WRB PER DETAILS EXPOSED UNDERSIDE OF SPEC OVER PLYWD DECK- PAINT SHEATHING PER STRUCT. _ SPRAY-APPLIED FIRE SHEET METAL CLOSURE PROOFING OF (� (� STRUCTURALFLOOR ' CORRUGATED METAL PANEL MEMBERS AS PER FLOOR COMPRESSIBLE FILLER-TYP. OVER FURRING STRIPS OVER ASSEMBLY TYPE. AT CORR. PANEL ENDS 1" RIGID INSULATION OVER WRB PER SPECS OVER PLWD. Job No: 1310 SHEATHING PER STRUCT. 1 OVER LIGHT GA. STEEL I w.._:... . , - B.O. SOFFIT B.O. SOFFIT FRAMING — - DEFLECTION TRACK AS ' ,:+... :.-:..'..:'...:.,,.: . _'.'.:: ,. _ . . — - - - — Date: 8/1/13 +11-0* i REQUIRED PER STRUCT. ........................ ....... ................................. � +11'_0" (2) LAYERS e"EXTERIOR M Sheet No: PREFINISHED 2-PIECE --- --- SEALANT 8 BACKER RATED TYPE 'X'GWB OVER PREFINISHED METAL DRIP SHEET METAL FLASHING a ROD LIGHT GA. STEEL FRAMING FLASHING 9 2ND FLOOR BALCONY DETAIL 6A BRICK @ DECK 6B LIGHT TENTDETAIL S METAL PANEL DECK 1 1/2" = ,'-0" 1 1/2"= V-0" 1 1/2" = 1'-0" 1 112"= 1'-0" A603 NOTE: SEE SHT. A6.0 FOR NOTE: SEE SHT.A6.0 FOR NOTE: SEE SHT.A6.0 FOR 1 FLASHING SEQUENCE DIAGRAM " FLASHING SEQUENCE DIAGRAM FLASHING SEQUENCE DIAGRAM PRIMARY WRB-WRAP OVER PRIMARY WRB-WRAP OVER FLASHINGw FLASHING E A w > > SELF-ADHESIVE JAMB WRAP. SELF-ADHESIVE JAMB WRAP. PRIMARY WRB S1 4„ SEE WINDOW FLASHING O SEE WINDOW FLASHING SCOTTI EDWARDS ARCHITECTURE LLP SEQUENCE DIAGRAM SEQUENCE DIAGRAM SAM JAMB WRAP PER INSTALLATION SEQUENCE DIAGRAM 2525 E. Burnside St., Portland, OR 97214 ALIGN ALIGNhone:(503) 226-3617 www.seallp.com BACKER ROD & P P' R.O. % /% SEALANT R.O. SEALANT Ir EALANT � x : ALUMINUM STOREFRONT _ ALUMINUM STOREFRONT � SYSTEM ' SYSTEM �� ALUMINUM \e \\ r- I r----------- I -- — —, STOREFRONT \ /I f l I 1 ------...\f AVIATION . COM �C ` R CONSTRUCTION, INC. MERCIAL • INDUSTRIAL BLOCKING AND SHIM BLOCKING AND SHIM f/ ` J/ f AS REQ'D l; ;r� \ i i AS REQ'D / \ / \ � / .<,tAc��,``i ami:'.:f:T f- •yi;.-: .Y >:y:}S:TC'i .':�a�i i^i:'.�r': ''_ yf;.-: a� :. ii:i,+,,:k y.'(.i�;'�' ! tp l ETER RiMM "7 PREFORMED SHT. PREFORMED SHT. :RTLAND, � METAL HEAD METAL HEAD FLASHING/CLOSURE ALIGN FLASHING/CLOSURE ALIGN ...��^ ASSEMBLY. SEALANTAND ASSEMBLY. SEALANTAND � OREGON BACKER ROD BACKER ROD , .'`"z��:a>:yx_ x.«.;s.,:.. ,,��ceayse#4955 QF CJS' STOREFRONT JAMB DETAIL -CORR. SIDING >��ONT JAMB DETAIL -METAL PANEL STOREFRONT JAMB DETAIL -BRICK Digitally signed by Peter Grimm 7 3" = 1'-0" 0 Date: 2013.10.22 17:30:08-0700' NOTE: SEE SHT. A6.0 FOR NOTE: SEE SHT.A6.0 FOR FLASHING SEQUENCE DIAGRAM FLASHING SEQUENCE DIAGRAM 1-HR FIRE RATING y PRIMARY WRB-LAP .� PRIMARY WRB-LAP +.. OVAEDR SELAFPADH�EP IVE 5} WALL TYPE PER PLAN T H E ADRIENNE OVER SELF-ADHESIVE OVER METAL HEAD HEAD WRAP, - LAP = `i' FLASHING [ Z„ OVER METAL HEAD 1X6 CEDAR OVER e HAT FLASHING :e CHANNELS-SEE INTERIOR ELEV'S FOR MORE INFO. 7148 SW GONZAGA STREET iv { INSULATED HEADER iv :w INSULATED HEADER '. PER STRUCT. ', PER STRUCT. TIGARD, OREGON 97223 l / SELF-ADHESIVE HEAD S 1/2 :: SELF-ADHESIVE HEAD WRAP-EXTEND UP WALL WRAP- EXTEND UP WALL 12" MIN.-SEE WINDOW 12" MIN:SEE WINDOW I FLASHING SEQUENCE 1 FLASHING SEQUENCE4111I SEALANT DIAGRAM PREFORMED SHT. + ;" DIAGRAM _ PREFORMED SHT. /` ' 1 ii METAL HEAD f Fi METAL HEAD I, FLASHING/CLOSURE FLASHING/CLOSURE CONT.CLIP ' f CONT. CLIP ASSEMBLY. ` I ALUMINUM STOREFRONT ASSEMBLY. / ALIGN I ALIGN I ! �� 1 I SAM JAMB WRAP SEE ALIGN ! ALIGN ,t WINDOWFLASHING j / ` / SEQUENCE DIAGRAM AND SEALANTAND SEALANT AND I SPEC. FOR MORE INFO. BACKER ROD BACKER ROD N ALUMINUM RECEIVER HEAD RECEIVER HEAD �I F STOREFRONT � CHANNEL AS O CHANNEL MANUF.AND SEE MANUF.AND _ STRUCT. STRUCT. RECOMMENDATIONS ALUMINUM RECOMMENDATIONS FOR DEFLECTION FOR DEFLECTION 2X6 CEDAR BOARDS on 1 "Z' GIRTS over V LIMITATIONS STOREFRONT LIMITATIONS SEALANT& BACKER ROD RIGID INSULATION over WRB PER SPEC. over EXTERIOR WALL TYPE PER PLAN SHEATHING PER STRUCT over 8" METAL STUDS with R-21 BATT INSULATION over B" GWB. ,,,--SEESHT.A10.01 FOR HEADER 8 STOREFRONT HEAD DETAIL -CORR. SIDING 5 STOREFRONT HEAD DETAIL -METAL PANEL 2 ��?�REFR�ONT JAMB DETAIL -WOOD SCHEDULE HEAD FLASHING SIMILAR TO 3" = 1'-0" 3"= 1'-0" WINDOW HEAD-SEE iv 6• ALUMINUM 9314" LAP SAM INTO OPENING, SEE STOREFRONT L FLASHING SEQUENCE DIAG. PRE FORMED SILL PAN v'I` P.T. BLOCKING AS REQ'D 2-PIECE SILL FOR STOREFRONT PAINTED H.M. FRAME PER SEALANT FLASHING ATTACHMENT-SHIM AS DOOR SCHEDULE REQ'D PER INSTALLATION SE ® PT WD. PLATE- DRAWINGS �_________________ - ALUMINUM BACKER ROD I P i�CT WRB SILL APRON- STOREFRONT AND SEALANT ALUMINUM STOREFRONT PER MANUF. —1 EXTEND 12" DOWN PRE-FORMED SILL PAN ALLOW FOR I WALL-SEE WINDOW IV A. HEAD ® e. FLASHING SEQUENCE SEALANT SHIM CLEAR VENTING 1� V SLOPE Q DIAGRAM 1 10/18/13 PLAN CHECK COMMENTS OF ASSEMBLY II a PT WD. PLATE-TYP j" MIN. — ---------------- Pi EXTERIOR WALL TYPE PER P T PLAN COMPRESSIBLE Q I I SEE SECTIONS FOR ALLOW FOR f I G 6 Q SEALANT FILLER AT TOP - 4 4 Drawin VERTICAL GIRT AND BOTTOM OF i FLOOR ASSEMBLY CLEAR VENTING f , METAL PANEL I P T` TYPE OF ASSEMBLY 4. g JAMB FLASHING SIMILAR TO ASSEMBLIES i �� SEE SECTIONS FOR 1 i FLOOR ASSEMBLY COMPRESSIBLE FILLER EXTERIOR SEE STRUCT FOR WINDOWJAMB-SEE I CONNECTION DETAILS 1 i TYPE BETWEEN EXTERIOR CONC. II �� WALL ASSEMBLY PER WRB SILL APRON- _ ' d `/ q �^ FLATWORKAND CONC DETAILS t PLANS AND BUILDING EXTEND 12" DOWN 111 "xx FDN. 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NEWTPO AVIATION • COMM>RCIAL INDUSTRIAL EXISTING ROOFIFRAMING I I ' nM V 17 TYPICAL ROOF VENT DETAIL 1S SECT./ELEV. COL. WRAP PLAN Q CORNER 5 PLAN CONC. PIER 1 PLAN CORNER 11/2.. _ ,:_0:: 9 11/2" V-0,: 11/2:,= ,:_O:, , 1/2" = 1'-O" 6" MIN. SHEET METAL FLASHING `\ ' -1 "1 .( R N, RIPJi RECEIVER I Iu WALL LINE AT FLR.ABOVE ' )RTLAND,GREGM4 r I I AN FLASHING AT WINDOWS LICENSE4956'^]A1 PT WD MECH. CURB I I TYP fin O FRAMING I I i GG4 I i CONTINUOUS BACKER-ROD ° REMOVABLE SHEET I ' a I I n AND SEALANT ALL SIDES TYP. a . Digitally signed by Peter Grimm Q METAL COUNTER a in _ FLASHING ° e. ° Date' 20 13.10.2217:30:34-07'00' CONT. HEAT g I PT BLOCKING _ R\y/ Q WELD 1 2' MIN. C=J ( TPO ROOFING I �+ - I d ° c /" MEMBRANE-CONTINUE �/ , = UP AND TERMINATE ATW=-- CONT. SEALANT w TOP OF CURB. I I a a Ia c PER ROOFING MANUFACTURER I a TPO ROOFING I I i EXTEND WRB BEHIND JAMB THE ADRIENNE ' I i FLAT PANEL SYSTEM ABOVE SEE ———— —— I i FOR 8• I � - ROOF OPENING FRAMING I TYP. FLASHING DETAIL @ i 7148 SW GONZAGA STREET PER STRUCT. I I JAMB TIGARD, OREGON 97223 1 18 MECH. CURB FLASHING DETAIL 10 PLAN @ JAMB 6 PLAN @ CONC. PIER 2 PLAN JAMB CONTINUOUS SEALANT ' RECESSED SLAB BEAD PER ROOFING I AREA-SEE PLANS � MANUFACTURER I 1-HR FIRE THRESHOLD BELOW RATING PER WALL TYPE PER PLANS- _ TPO ROOFING- PROVIDE A PLANS / (B" CMU GROUTED SOLID 4" MIN. CONTINUOUS I ° / " 1 I DOOR AND DOOR FRAME W/ HAT CHANNELS/ � '• �; _____....... ..... ..... WELD I i S ASSEMBLY / AND a� GWB EA. SIDE ONTINUOUS BACK-ROD AND TPO ROOFING MEMBRANE I j° CONTINUOUS BACKER-ROD / SEALANT-ALL SIDES AND SEALANT ALL SIDES TYP. ■ / WRAP WRB UNDER STOREFRONT JAMB TYP. ROOF ASSEMBLY-SEE SECTIONS FOR ASSEMBLY I / PT BLOCKING TYPE I I ......... _...... .. TPO SEALING MASTIC AT I IIf / FULL PERIMETER OF I I a DRAIN _ I I - 24 GA. PRE-FINISHED MTL. NEW ROOF DRAIN I I CLOSURE W/CONCEALED ASSEMBLY PER BIDDER I I ATTACHMENT DESIGN DOCUMENTS I I EW2 ALUMINUM STOREFRONT (MAY NOT MATCH WHAT IS i SYSTEM-SEALANT AND _ BASE/PAN/SILL FLASHING SHOWN ON DRAWINGS) EXTERIOR WD SIDED SIDES TYP. BACKER D BOTH BELOW WALL PER PLANS COMPRESSIBLE INSULATION (STIFFENER) 19 ROOF DRAIN DETAIL 11 PLAN DOOR JAMB 7 PLAN ENTRY PLAN JAMB 3" = 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 .6/ \ RECESSED SLAB VENT PIPE PER 20 GA. PRE-FINISHED MTL. BASE/PAN FLASHING TYP. \\ AREA-SEE PLANS o OBIDDER DESIGN CLOSURE PANEL W/ 20 GA. \ WALL TYPE PER.PLANS, a CONCEALEDCLIPLIP CLOSURE yy/INISHED MTL. DOCUMENTS \ INTERIOR RECESSED ' 10/18/13 PLAN CHECK COMMENTS I I I CLIP-ATTACHMENT OF \ PLANTER CAULK PER ROOFING MANUFACTURER I PT BLOCKING INTERIOR PANEL \\ GOWBT EXPANSION PLAN _ _ PT BLOCKING - ° Drawing: DRAW BAND AS 1 1� - --' - - — l , WRAB WRB BEHIND REQUIRED PER BOOT I✓ I SEE STRUCTURAL DRAWINGS �� s s - STOREFRONT JAMBSUPPLIPLAN DETAILS FOR STL. COLUMN Q STOREFRONT PREMANUF. PIPEI - -- ENTRY SYSTEM FLASHING BOOT I I COMPRESSIBLE INSULATION I ROOF DETAILS (PORTALS PLUS OR i I (STIFFENER) CONTINUOUS SEALANT ALL SIDES EQUIV.) I I I CONTINUOUS SEALANT@ ---- EDGES COMPRESSIBLE INSULATION °' �e CONTINUOUS WELD I I I I (STIFFENER) Z BOOT TO TPO ROOF 0- L- -- -- -- - -- -- - J Job No: 1310 -- — — — EXTERIOR SLAB .. ..:- .< NEW TPO ROOFING �- - - - - - - - - - - - - - PER CIVIL OVER EXISTING ROOF I a°° "" Date: 8/1/13 STRUCTURE e . ° .'EXTERIOR PLANTER RECESSED �7 SECTION I ` Sheet No: 20 VENT PENETRATION DETAIL 12 PLAN CORNER 8Y�7�.AN CORNER 4 PLAN ENTRY PLANTER A6m53" = 1'-0" 1 1/2" = 1'-0" = 1'-0" 1 1/2"= 1'-0" x r................................................3 ............. E A SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 S1 /0 phone:(503) 226-3617 www.sealip.com L 9 E— 8- ---- -----ILJ . . ........... 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EAST B-I QIGHT SCHEME)OR SOUTH WES 63�'RNSLMENE;OR TYPICALDON B-$(DMH SCHEME)TYPICAL U D N. 13 HALL 203 A / FOYER 201 A 3'-5" WD-1(LIGHT FRAMELESS MIRROR SCHEME)OR W A(DARK WALL SCONCE.SEE SCHEME) ` LIGHTING SCHEDULE S FOR SPEC. - (4q GLASS / ADJUSTABLE SHELVES `1 I PROVIDE BLOCKING IN WR FOR FUTURE ADA GRAB BAR - f /♦ BUILD-OUT,TTP. O '— •, 71 - - -- - - /� .. -. -s ¢. ...... ..... ...... . �. SCHEME) (LIGHT 1.... - . / 0 F / � • SCHEME)RK 7 .............................................................................. ............. ......... 'J NORTH EAST SOUTH WEST NORTH EAST SOUTH B-1(DSCHEME) WEST (B-2(DARK SCHEME)SCHEME)TYPICAL UO NY . BEDROOM 201 A BATHROOM 206 A 10/18/13 PLAN CHECK COMMENTS Drawing: INTERIOR ELEVATIONS f f - V I % ' FOR FUTUREOPDAGR BEAR BW1f1011T,TYP. Job No: 1310 IL Date: 8/1/13 Lzz:L = / — — — --' ' Sheet No: NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST e_1BETOOM 209 A25 BATHROOM 207 A BATHROOM 207A A702 EXTEND STUD TO STRUCTURE CEILING TYPE: EVERY 48" U.N.O.- FASTEN TO LAY-IN ACOUSTIC PANELS OR DIRECT(SCREW)ATTACHED 8"GYPSUM WALL BOARD SEE STRUCT FOR STRUCTUR FASTENING 100# PULL T LOAD CRITERIA: DETAIL MIN.; TYP. 8,. VERTICAL: 4 PSF. SIE A LATERAL: OSSC SEISMIC ZONE D OSSC T1604.5 OCCUPANCY CATEGORY: a OR I8 MAX. SCOTTI EDWARDS ARCHITECTURE LLP DUTY CLASSIFICATION: HEAVY-DUTY PER ASTM C-635 CROSS RUNNER DEFLECTION: U360 MAX. 8 9 GA. HANGER CONC FLOOR SLAB GRID LIMITATIONS: WIRE @ 48" O.C. 2525 E. Burnside St., Portland, OR 97214 MAXIMUM GRID SPACING: 4'X4'. e phone:(503) 226-3617 www.seallp.com INTERSTITIAL SPACE HEIGHT: 15' MAXIMUM. INTERIOR NON-BEARING PARTITIONS: INDEPENDENTLY SUPPORTED AND ( ) �: 1-1/2"CHANNELS tl 4 BRACED-SEE DETAILS /,,48'48' ! �� REFERENCE OSSC SOURCES PER HIERARCHY: 0 ASTM C 635,ASTM C636, ASTM E 580/E 580M o " J ( f ASCE 7-05, SECTION 13.5.6 ! �` 2 CONTINUOUS LONG LEG \ \ � CISCA-GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING TRACK \� \ ASSEMBLIES-SEISMIC ZONES 3&4. MAY,2004 L— iv NWCB FIELD TECHNICAL INFORMATION BULLETIN 401- REVISED 10/09 : ..'s•;, CITY OF PORTLAND-CODE GUIDE IBC/25/#2 EXPOSED - FILL W/SAFING INSULATION ENTREXCONSTRUCTION, INC. CROSS TEE % CROSS TEE A. SYSTEM COMPONENTS: :; SEE RCP FOR FURRING@ AVIATION CAMM RCIAL INDUSTRIAL NOTE: CEILING HT. NOTE: 24"O.C. MAIN RUNNERS 1E COLD FORMED STEEL DUTY R'CHANNEL, ORD ABOVE, @ 48' SECTION MEETING DUTY RATING SPECIFIED ABOVE, @ 48" TRAPEZE DUCTWORK AND DRAFT STOP TRAPEZE DUCTWORK AND O/C. OTHER LARGE OBSTRUCTIONS CEILING LINE,TYP. OTHER LARGE OBSTRUCTIONS SEE RCP FOR } CROSS RUNNERS e'X 2e'X 25 GA. CARBON SHEET STEEL HAT CHANNELS, OR NOTE: NOTE: CEILING HT. ETER ` Y"3 PROPRIETARY'T SECTION MEETING DUTY RATING REFER TO X/AX.X REGARDING REFER TO X/AX.X REGARDING flIMM '7 SPECIFIED ABOVE @ 2'O/C. REFRENCE STANDARDS FOR REFRENCE STANDARDS FOR GYP BD ON 4 ' MTL STUDS SUSPENSION WIRE #12 SWG GALVANIZED WIRE. PRESCRIPTIVE PATH NOTE:IT ISACCEPTABLE TO USEASTANDARD PRESCRIPTIVE PATH W/ACOUS INSUL, TYP U.N.O. TIE WIRE #18 SWG GALVANIZED WIRE-DOUBLE STRAND. SUSPENSION SYSTEMS FORPERIMETER CLOSURE IN LIEU OF THE SUSPENSION SYSTEMS FOR t/1 gfLAIVp.OREGON ANCHORS TENSION LOAD CAPACITY: .200#MIN. EA. LAY-IN CEILINGS. USE NWCB SHADOW MOLD SHOWN IN THE REFERENCED LAY-IN CEILINGS. USE NWCB gx#f 4966 WOOD: A SCREW EYES. FIELD TECHNICAL INFORMATION DETAILS. FIELD TECHNICAL INFORMATION !� STEEL DECK: CMI DC1 OR DC 2+' METAL DECK SCREW EYES. BULLETIN 401-OREGON 4/07 BULLETIN 401-OREGON 4/07 OF ^ CONCRETE: EMBEDS OR'r'X a" METAL HIT ANCHORS. (� 7 TYP. WALL BRACINGN.R- >�I� NG TRANSITION TYPDEFLECTION HEAD Digitally signed by Peter Grimm B. LATERAL BRACING-CEILINGS OVER 144 SF: 3"= 1'-0" 3"=1'-0" Date:2013.10.22 17:31:47-07'00' PROVIDE 4 WIRES OF MINIMUM NO. 12 GAUGE IN 4 DIRECTIONS 90°APART,AND CONNECTED TO THE MAIN RUNNER WITHIN 2"OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF 2 MAX 2 MAX (4)#12 DIRECTL THE CEILING. THESE LATERAL SUPPORT POINTS SHALL PLACED 12'O.C. WALL. IN ON FIXTURES EACH DIRECTION WITH THE FIRST POINT WITHIN 6' FROM EACH E. VERTICAL SUPPORT: GRID HANGER COMPRESSION STRUT: LOCATE AT AND CENTER ON ALL LATERAL SPLAY WIRE MAIN RUNNERS SHALL BE HUNG USING SPECIFIED WIRE AT MINIMUM 4'O/C AND; LOCATIONS NOTED ABOVE. ATTACHED RIGIDLY FROM MAIN RUNNER TO CROSS RUNNERS AND MAIN RUNNERS SHALL BE SUPPORTED WITH ADDITIONAL STRUCTURE ABOVE. HANGER WIRES WITHIN 8"OF ANY DISCONTINUOUS END, INCLUDING PERIMETER T H E ADRIENNE 1"0 EMT CONDUIT T-10" MAX LENGTH SUPPORTANGLES. 56#+ a'OEMT CONDUIT T-8" MAX LENGTHGRID HANGE HANGERS SHALL NOT PRESS AGAINST PIPES OR DUCTS. HANGERS MORE THAN 1"OEMT CONDUIT 9'-9" MAX LENGTH 1:6 OUT OF PLUMB SHALL HAVE COUNTERSLOPING WIRES ADDED. C (1) 11'X20GA METAL STUD 12'-0" MAX LENGTH COUNTERSLOPING HANGERS SHALL BE INSTALLED WITH A MINIMUM 45 DEGREE PROPRIETARY SYSTEM FIELD FRAMED SYSTEM E' 7148 SW GONZAGA STREET (2) BACK TO BACK 1-a'X20GA METAL STUD 15'-0" MAX LENGTH ANGLE FROM HORIZONTAL. PROVIDE A TRAPEZE MADE OF MAIN RUNNER STOCK (1)2+X20GA METAL STUD 13'-6" MAX LENGTH WHERE OBSTRUCTIONS TO STRUCTURE REQUIRE DIRECT ATTACHEMENT. TIGARD, OREGON 97223 (2) BACK TO BACK 2-z'X20GA METAL STUD 15'-0" MAX LENGTH HANGER WIRES SHALL ATTACHE TO RUNNERS AND SUPPORT ABOVE WITH A MINIMUM OF THREE FULL TURNS WITHIN A 3 INCH LENGTH. COMPRESSION STRUT @ 12'-0"OC MAX EA WAY C. PERIMETER CLOSURE-LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF: F. FIXTURE SUPPORT: PERIMETER SUPPORT ANGLE SHALL BE ATTACHED TO WALL FRAMING WITH LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY 12 MINIMUM #6 SCREW @24"O/C MAXAND,ANGLE SHALL HAVE A MINIMUM 2" GAGE WIRES TO THE STRUCTURE ABOVE BY A MINIMUM OF 4 HANGERS ONE AT CROSS RUNNERS HORIZONTAL LEG. ONE END OF GRID SHALL BE ATTACHED TO THE CLOSURE EACH CORNER. B ANGLE AT EACH OF TWO ADJACENT WALLS W/RIVETS. THE OPPOSITE END OF EXCEPTION: FIXTURES NOT OVER 56 POUNDS IN WEIGHT BUT MORE THAN 20 #12 WIRE BRACING @ 45^ ON ON THE GRID IN EACH HORIZONTAL DIRECTION WILL REST FREE UPON THE SUPPORT POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE &ALIGNED W/EA RUNNER H)NG SAFETY HANGERS (4 DIRECTIONS) ERS ANGLE W/3/4"CLEARANCE BETWEEN GRID END AND WALL. CEILING SYSTEM RUNNERS W/IN 3"OF GRID INTERSECTIONS BY A POSITIVEGRID HANGER ATTACHMENT SUCH AS SCREWS OR BOLTS.AND, SHALL HAVE(2)#12 GAGE MAIN RUNNERS PROVIDE 1"CLEAR ON ALL SIDES OF PENETRATIONS. HANGERS DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE MAY BE SLACK. 8" AX 48"OC TYP " MAX ACCESS PANEL WITH INFILL FIXTURES WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO RUNNER PANEL TO MATCH MATERIAL D. STABILIZER BARS-LAY-1 N ACOUSTIC PANEL CEILINGS OVER 144 SF. TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND1" MIN. CLR. TO 4"F TABILIZER BAR 20#-56# AND FINISH OF ADJACENT GRID MEMBERS PERPENDICULAR TO THE WALL AT THE UNATTACHED SUPPORTED BY THE CEILING RUNNERS ALONE. ALL PENETRATIONS GRID HANGE SURFACE. SIDES OF THE GRID SHALL BE TIED TOGETHER(STABILIZED) ATA POINT NOT MORE THAT 8" FROM AND PARALLEL TO THE WALL, TO WALL PER PLAN PRVENT THEIR SPREADING �dfd j C • k, PERIMETER L @ PERIMETER L @ STARTER WALL D . OPPOSITE WALL 2- FIXED END FLOATING END 11 TYPICAL CEILING DETAILS: LAY-IN ACOUSTIC PANELS OR DIRECT SCREW ATTACHED GWB 2)��PICALAC�CES�SPA�NELA�TWA�LL...NOT TO SCALE EXT INT 1 BLOCK PANELS AS �1 10/18/13 PLAN CHECK COMMENTS RE 'D DOOR AS SCHEDULED 2'-0" MIN. VER. — — CAULK SET ALUMINUM X THRESHOLD Drawing: v a a FIRE CAULKING PER FLOOR MTL., SEE SCHEDULE INTERIOR T.O. SHEATHING OSSC 713.3.1 EX. 2 `� �SLOPE PER N N N CIVIL DETAILS TYPE'X' GWB (2)8"TYPE GWB 2 .. .._-..,. 2 N N N DRAFT STOPS { 4 4 " PT WOOD BLOCKING AS 1-HR TYP FLOOR/CELING ASSEMBLY @UNITS- STEEL BOX @ 16 S.I. MAX EACH —— NEEDED 8 ' g SEE CONSTRUCTION 8 100 S.I.AGG/100 SF OF WALL CONCRETE ANCHOR ASSEMBLY SHEET FOR AREA MAX. PER OSSC 713.3.2 EX. 1.1 Job No: 1310 """"..." .-..--." ". ..... MORE INFORMATION Date: 8/1/13 RECESSED CAN FIXTURE U Sheet No: 12 TYP 1 HR. FIXTURE TENT RATED ASSEMBLY 9 ELEC. BOX PENETRATION OFFSET PARTY WALL 6 4"- MAX EXHAUST/FRESH AIR CHASE S TYP TRANS AT INTERIOR/EXTERIOR 1 1/2"= 1'-0" 1 1/2" = V-0" 1 1/2" = 1'-0" 3" = 1'-0" A ■ 1 1 1/2" 1-1/4" SCH80 PIPE- PAINT B.D. LANDING SLAB- Q6 PT-6 I I HARD-TROWELLED FINISH S E A '' CLOSURE SCOTTIEDWARDS ARCHITECTURE LLP N 2525 E. Burnside St., Portland, OR 97214 FINISHED OPENING phone:(503) 226-3617 www.sealip.com FRAMING VERIFY REQUIRED WIDTH WITH ELEVATOR SUPPLIER - - 3!4" TYPAR.O. ---- ° ------ ------- -- ------°-- --- SEE PLANS FOR PAINT INFORMATION ® ® WHERE E POSED \� L3 1/2" L ' E NT E CONSTRUCTION, INC. ELEVATION q AVIATION COPh69ERCIAL • INDUSTRIAL. S.S. JAMB BY ELEVATOR 4 SUPPLIER. INSTALL PER 112"0 BRACKET W/CURVED SEAT& (2) �q MANUFACTURERS SCREWS INTO HANDRAIL-WELD TO PLATErA DIRECTIONYY /8"THK PLATE W/(2)#12x2"L .•G�•°�" SCREWS (OMIT @ SIM) ETERHe%RIhh4v�! j ROVIDE SOLID M F BLKGIN WALL � GWB INFILL , ORTLAND,OREGON BETWEEN STEEL \ _� tcEusE#415& of o 04P ELEVATOR DOOR JAMB TYP. HANDRAIL BRACKET TYP. RISER LANDING Digitally signed by Peter Grimm 7�-0" HALF SCALE Date: 2013.10.22 17:32:09-07'00' FRONT WALL OF STRUCTURAL SLAB ,!2" 2 ,/2" HOISTWAY PER PLAN. THE ADRIENNE SHAPE TOP RISER -------- & EXTEND TO BLDG v SLAB EDGE 7148 SW GONZAGA STREET < TIGARD, OREGON 97223 °`----------------`°----- ---- STEEL CHANNEL PER STRUCTURAL S.S. DOOR HEAD ASSEMBLY INSTALL PER MANUFACTURERS i DIRECTION. i R.O. q 4 SEE ELEVATOR PLAN FOR R.O. INFORMATIONF7 z 5!8"TYPE 'X'GWB OVER 7/8" HAT CHANNELS i FINISHED OPENING FRAMING VERIFY - . °` i"_ i REQUIRED (h)WITH ELEVATOR SUPPLIER , i 6A &TYP ELEVATOR DOOR HEAD 8. 2 TYP. RISER SLAB W 0 7 a 1` TREAD DEPTH PER SECTION FIN. FLOOR ASSEMBLY. SEE �1 FINISH SCHEDULE FOR i z ADDITIONAL INFORMATION O F a ae HOISTWAY AND PIT I W I HARD-TROWELLED CONCRETE TREAD W CL DOOR AND SILL ASSEMBLY. INSTALL PER MANUFACTURER: °d ° ° SET BOLTS IN EPDXY, TYP I = I 0 10/18/13 PLAN CHECK COMMENTS DIRECTION. a ° WU zi LLI B. SECTION E----------------- --- z SILL SUPPORT: COORDINATE q 4 a . Drawing: L� INSTALLATION HEIGHT TO 1'4" q 43' PROVIDE LEVEL TRANSITION 66 STEEL PAN BETWEEN INTERIOR BETWEEN FINISHED FLOOR STRINGERS, TYP DETAILS AND ELEVATOR SILL 8. , Y2""X1 "VERTICAL BAR STEEL ------------- ASSEMBLY. cv CONCRETE ELEVATOR PIT, SEE L 2" 6XY4ANGLE BRACKET TYP 0 000 o00 � q STRUCTURAL. ( ) ' c oo0nD co�o CONCRETE SLAB ON GRADE ` 0 .60 o ) J 1 WITH UNDERSLAB MOISTURE Y4" ROUND BAR STEPS Q pj'Onlaoo 00^0 ? BARRIER SEE SHT. 10.0 FOR ° SET BOLTS IN EPDXY, TYP Job NO: 131 O O 0!10 oU0 a`10 ° ASSEMBLY DETAIL ^ a- ° �c0 QOc�ytl0°C.Q ° 000 0Uo c BENTONITE WATERPROOFING Date: 8/1/13 < v '� tt 7CJoCicOC?c SYSTEM @ ELEVATOR PIT-SEE 2 FINISHED FACE OF HOISTWAY ,7,Ua 000 o .SPEC'SEXTEND BENTONITE AND PIT i Sheet No: — cnr T-0" BENEATH UNDERSLAB A. PLAN 11000 oJ0 0 MOISTURE BARRIER-TYP 9 TYP ELEVATOR DOOR SILL 6 ELEVATOR PIT LADDER 3 TYP. STEP A802 i UI 1 F2X4RED PLUMBING 1 1/2"X 3"STEEL TUBE FRAME4 STUDS @ 16"O.C. O W/STEEL CLEVIS, PIN,AND D e"WATER THREADED ROD DIAGONAL NT GWB @ BRACED WET LOCATIONS HOLLOW METAL DOOR AND VERIFY LOCATION OF FRAME 10 38" METAL ({( SCOTTI EDWARDS ARCHITECTURE LLP 11 8.3 D W/5"TYPE 1X6 WOOD SLATS �Y MTL STUD WALL CONST W/GYP FURRED WALL W/SIZE OF STUDS S 9 OVER 1• 1• BD EA SIDE, TYP. SEE PLAN FIBERGLASS TUB 8.3 X'GWB EA. SIDE. 1 WOOD FURRING FOR WALL THICKNESS. 2525 E. Burnside St., Portland, OR 97214 ENCLOSURE / STRIPS OVER 3 8" phone:(503) 226-3617 www.seallp.com MTL STUD FRAMING GWB METAL STUDS W/ �"TYPE'X' t EA. SIDE. S1 J MOULD D CORNER BEAD AT I ,. ALL GYP BD EDGES, TYP \ `* o BLOCKING N N � vS� 2 LAYER a' YP BD G A8.3 \\ WDW HEAD TYP. PARTY WALL-SEE 2 4 CANE BOLT SE WALL TYPES FOR N BEL W EQ EO ALUM HEAD CHANNEL, CEN# XCONSTRUCTION, INC. CONSTRUCTION. USE ' - - - - -- -. – - � �� �-- ���+ v �:� �.' j/ RECESSED AVtATIOfd C,ORIMERCIAI. iNCUSTRIAI. WATER RESISTANT TYPE'X' ><11 / GWB @ WET AREAS TYP. l Il CLEAR GLASS, TEMPERED CONTINUE PARTY WALL FIRE RATING TO RATED 72 ;74 CORRIDOR WALL TYP. ` >2 <4 0 1 ETER RIMM BATHTUB/SHOWER _ ENCLOSURE-PER PLUMB. – �_• ' _ —�'� — ` – t/ iv STEEL HINGE ORTLAND,OREGON WELDED TO 6A � LICENSE#4`366 O FRAME 7'-0 1/2"(NTS) A8.3 /1TT o PARTY WALL DETAIL PLUMBING WALL WOOD GATE AT LOBBY PLAN DETAILS GYP HEAD DTL RELITES Digitally signed by Peter Grimm 11 1 1/2" = 1'-0" 8 3"=1'-0" 1 3"=1' Date:2013.10.22 17:32:32-07'00' 2 X 4 MTL STUD WALL CONST W/GYP BD EA SIDE, TYP 10 8.3 MOULD BEADAT CONTINUE GWI3 ALL GYP BD EDGES,TYP I BEHIND TUB/SHOWER ENCLOSURE @ ' RATED WALL CLEAR GLASS PANEL, W TEMPERED e"TH 2X6 WOOD T H E A D R I E N N E _ . .. . . .:. .. _._ 1 z" FURRING SLATS SURROUND r TUB/SHOWER— w - C7 ENCLOSURE PER , �—_ f-- GATE 7148 SW GONZAGA STREET PLUMB. r��o TIGARD, OREGON 97223 MB DTL RELITE RUN GYPCRETE JA �– � UNDER TUB i FLR. LEVEL \ 61/8 1 .1 Z — � o C7 T.O. GATE +8'-11"AFF CANE BOLT 2 1 t' t 'v �l CASTER ALUM GLASS SHOE CHANNEL A. B. 12 BATH/SHOWER SECTION PARTY WALL 6 LOBBY GATE ELEVATIONS 3 SILL SHOE DTL RELITES 11/2 = 1'-0., , : ; t .' .` 1/2„_1,_0„ 3„=1'_0'• i 6A A8.3 CLEAR GLASS PANEL, TEMPERED e”THICK i ALUM GLASS SILL CHANNEL, RECESSED t 1X6 WD CLADDING EQ EQ 1 1/2"X 3"STEEL TUBE FRAME �* a J MOULD OR CORNER BEAD AT Qj 10/18/13 PLAN CHECK COMMENTS W/STEEL CLEVIS, PIN, AND ALL GYP BD EDGES, TYP THREADED ROD DIAGONAL 1/2"VERTICAL FURRING STRIPS BRACE W/1X6 WD ATTACHED @ 18"O.C. BOTH SIDES 2 LAYERS 8"GYP BD 8"GWB PER WALL SCHED. BLOCKING Drawing: 2 X 4 MTL STUD WALL CONST INTERIOR t' W/GYP BD EA SIDE, TYP 1X10 WD CLADDING @ BASE DETAILS 3"DIAMETER WHEEL `EE t � METAL STUDS W/5' TYPE'X' CONTINUOUS HORIZ. NAILER GWB EA. SIDE ALONG LOWEST STRIP. Job No: 1310 WALL BASE PER FINISH I SCHED. Date: 8/1/13 l' Sheet No: 10 WOOD GATE LOBBY SECTION DETAILS 7 WOOD BASE DETAIL 4 GYP SILL DTLRELITES A8m3 RATED ASSEMBLY NOTES A ONE HOUR RATED EXTERIOR WALL (GENERIC) B ONE HOUR RATED PARTITION (GENERIC) C ONE HOUR RATED PARTITION (GENERIC) D CONCRETE MASONRY UNITS (GENERIC) AMERICAN WOOD COUNCIL(AWC) WS6-1.3 WOOD FRAMED GA FILE NO. WP 1350 NONCOMBUSTIBLE GA FILE NO.WP 3370 WOOD FRAMED THE FOLLOWING SELECT NOTES ARE APPLICABLE TO THE ASSEMBLIES NOM. SIZE EQUIV. THICKNESS (1) FIRE RATING (2) REPRESENTED. PER GA-600-2006 FIRE RESISTANCE DESIGN MANUAL EXTERIOR SIDE: 7/16"WOOD STRUCTURAL PANELS n ONE LAYER 5/8"TYPE'X GWB APPLIED PARALLEL OR AT n ONE LAYER 5/8"TYPE'X' GWB APPLIED PARALLEL OR AT n 4"CMU = 2.7" 1 HR (2.1") GENERAL EXPLANATORY NOTES: APPLIED VERTICALLY TO 2X6 WOOD STUDS AT 16"O.C. W/6d ; RIGHT ANGLES TO EACH SIDE OF 3 5/8" MTL. STUDS AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2 X 4 6"CMU = 3.1" 11/2 HR COMMON NAILS AT 6"O.C.AT EDGES AND 12"O.C. IN FIELD 24"O.C. WITH 1"TYPE'S' DRYWALL SCREWS AT 8"O.C.AT WOOD STUDS AT 16"O.C. ON SEPARATE PLATES 1" 2 HR (3.2") E A 10. WHEN NOT SPECIFIED ASA COMPONENT OF A TESTED WALL OR VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING APART W/6d COATED NAILS, 1 718" LONG, 0.0915'SHANK, 8"CMU = 4.0" 3 HR (4.0") PARTITION SYSTEM, MINERAL FIBER, GLASS FIBER, OR CELLULOSE FIBER I RUNNERS AND INTERMEDIATE STUDS. 1/4" HEADS, 7"O.C. 10"CMU = 4.5" 3112 HR SCOTTI EDWARDS ARCHITECTURE LLP INSULATION OF A THICKNESS NOT EXCEEDING THAT OF THE STUD DEPTH I INTERIOR SIDE: 5/8"TYPE'X' GWB APPLIED 12"CMU= 5.1" 4 HR (5.1") SHALL BE PERMITTED TO BE ADDED WITHIN THE STUD CAVITY I HORIZONTALLY TO STUDS W/2 1/4"#6 TYPE'S'DRYWALL JOINTS STAGGERED 24"ON OPPOSITE SIDES. (NLB) JOINTS STAGGERED 16"ON OPPOSITE SIDES. 2525 E. Burnside St., Portland, OR 97214 SCREWS AT 12"O.C. W/ 51/2" MINERAL WOOD INSULATION HORIZONTAL BRACING REQUIRED AT MID-HEIGHT. (LB) BASIS OF FIRE RATING VALUES: 15. GREATER STUD SIZES (DEPTHS)SHALL BE PERMITTED TO BE USED IN I IN STUD SPACE. (GA FILE NO.WP 1340 SIM; SUBSTITUTE 1 5/8" MTL. (1) EQUIVALENT THICKNESS VALUES BASED UPON phone:(503) 226-3617 www.sealip.com S1 METAL OR WOOD STUD SYSTEMS. I STUDS) NATIONAL CONCRETE MASONRY ASSOCIATION TECHNICAL OR BULLETIN TEK7-1C 22. WHEN NOT SPECIFIED ASA COMPONENT OFA FIRE-RESISTIVE RATED MTL. PNL., HAT CHANNEL,VAPOR BARRIER AND RIGID ONE HOUR RATED PARTITION (GENERIC) (2) FIRE RATING VALUES BASED UPON OSSC TABLE WALL OR PARTITION SYSTEM,WOOD STRUCTURAL PANELS SHALL BE I INSULATION PER EXTERIOR WALL ASSEMBLY GA FILE NO. WP 3514 WOOD FRAMED 720.1(2) 3-1.1 ("WORST CASE"COMPOSITION OF CMU- \ PERMITTED TO BE ADDED TO ONE OR BOTH SIDES. SUCH PANELS SHALL BE ( EXPANDED SLAG OR PUMICE) HIGHER VALUES CAN BE �\�\M PERMITTED TO BE APPLIED EITHER AS A BASE LAYER DIRECTLY TO THE I ONE LAYER 5/8"TYPE W GWB APPLIED PARALLEL OR AT OBTAINED BY VERIFYING ACTUAL CMU COMPOSITION. FRAMING(UNDER GWB)AS A FACE LAYER (OVER GWB)OR BETWEEN LAYERS ( RIGHT ANGLES TO EACH SIDE OF 2 X 4 WOOD STUDS AT ���E` OF GWB IN MULTI-LAYER SYSTEMS. WHEN SUCH PANELS ARE APPLIED UNDER 16"O.C. WITH 1 1/4"TYPE'W DRYWALL SCREWS 12"O.C. THE GWB OR BETWEEN LAYERS OF GWB THE LENGTH OF THE FASTENERS NOTE: OPTIONAL SOLID GROUTING CHANGES SPECIFIED FOR ATTACHMENT OF THE GWB APPLIED OVER THE WOOD JOINTS STAGGERED 24"ON OPPOSITE SIDES. (LB) "EQUIVALENT'THICKNESS TO ACTUAL WIDTH OF CMU STRUCTURAL PANEL SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS (8"CMU =7 5/8") EITREXCONSTRUCTION, INC. OF THE WOOD STRUCTURAL PANELS. FASTENER SPACING FOR THE GWB AND 1 HR RATED EXTERIOR WALL (PLAN VIEW) 1 HR RATED PARTITION (PLAN VIEW) 1 HR RATED PARTITION (PLAN VIEW) 1 2, 3 &4 HR RATED CMU WALLS AVIATION • COMMERCIAL • INDUSTRIAL THE NUMBER OF LAYERS OF GWB SHALL BE AS SPECIFIED IN THE SYSTEM -� DESCRIPTION. NOTE: NOTE: NOTE: NOTE: 1-HR RATING REQUIRED AT EAST WALL BASED ON FIRE SEPARATION DISTANCE 30 MINUTE DWELLING UNIT SEPARATION REQUIRED PER OSSC SECTION 709. 30 MINUTE DWELLING UNIT SEPARATION REQUIRED PER OSSC SECTION 709. 1 HR RATING REQUIRED AT EAST WALL BASED ON FIRE SEPARATION DISTANCE :ED OF(5)TO(10) FEET. RAIN-SCREEN COMPONENTS ADDED TO ASSEMBLY PER SHEAR PLY ADDED TO ASSEMBLY PER GA DESIGN MANUAL GENERAL OF(5)TO(10) FEET. 'A 3�`++�� GA DESIGN MANUAL GENERAL EXPLANATORY NOTE#22. UTILIZING THIS ASSEMBLY EXCEEDS BUILDING CODE REQUIREMENTS. EXPLANATORY NOTE#22. 8"CMU PROVIDES A 3-HR RATING- EXCEEDING REQUIRED 1-HR RATING. 1' UTILIZING THIS ASSEMBLY MEETS BUILDING CODE REQUIREMENTS. UTILIZING THIS ASSEMBLY EXCEEDS BUILDING CODE REQUIREMENTS. ir / ETER R1 M f E ONE HOUR RATED FLOOR (GENERIC) F 45 MIN. RATED FLR. / CLNG. (GENERIC) RI RI ORTIANp,OREGCN OSSC 721.2.2.1. 3.5"OF SILICEOUS CONC. = 1 HR LP/FCA 45-01. 2003 WOOD FRAMED 8" 4" 6" UcENsE ff 4966 8"CMU-GROUT CORE SOLID AS FLAT PANEL SYSTEM 81,CMU OSSC 721.2.2.1.2: EQUIVALENT SLAB THICKNESS FOR • GYPSUM CONCRETE, LIGHTWEIGHT OR NORMAL REQUIRED PER FIRE RATING- RIBBED CONCRETE: CONCRETE TOPPING ON SEE D/A9.1 FOR FIRE RATED CONCEALED CLIP SYSTEM PER DRAINAGE CAVITY/AIR SPACE OF f� J S= SPACING OF RIBS OR UNDULATIONS • MINIMUM 3/4"THICK T&G PLYWOOD OR OSB WALL REQUIREMENTS FLAT PANEL MANUF. WRB v t= MINIMUM THICKNESS INSTALLED PERPENDICULAR TO JOISTS WITH END JOINTS STAGGERED AND FASTENED IN WRB Digitally signed b Peter Grimm to= EQUIVALANT THICKNESS I e"STEEL HAT CHANNEL FURRING 1"RIGID INSULATION PER SPEC'S Date: 2013y10.22 17:32:59-0700' THIS APPLICATION-t=3" ACCORDANCE WITH CODE REQUIREMENTS STRIPS 16"O.C. BOTH SIDES ° • MINIMUM 9 1/2" DEEP Ipi WOOD I-JOISTS W/MINIMUM oO 1' RIGID INSULATION PER SPEC'S W: gr Q c SECTIONAL AREA(te): OF 1 1/2"X 1 3/4" FLANGES. THE IJOIST WEB IS �"GWB AT FIRST FLOOR PLYWD SHEATHING PER to=(3")(12")+(4.5")(3")+(1.5)(3) /12 MINIMUM 3/8"OSB. JOISTS ARE SPACED A MAXIMUM LOCATIONS, }"GWB AT 2ND AND STUCTURFATHING PERto=[(36) + 13.5)+(4.5)] /12OF 24"O.C.( 3RD FLOOR LOCATIONS BOTH BATT INSULATION- R-21 to=4.5" (4.5 <6 - USE te) • RESILIENT CHANNELS-24 GA. @ 16"O.C. MAX. /�22 L� ONE LAYER OF 5/8"TYPE"X"GWB INSTALLED SIDES UNLESS NOTED BATT INSULATION- R-21 -�q- • - OTHERWISE 4" MTL. STUDS PER STRUCTURAL 7 1/2" EQUIVALENT THICKNESS: PERPENDICULAR TO JOISTS W/END JOINTS is=t+ 4t/s - 1 to-t 2X6 WOOD STUDS PER [( ) )]( ) STAGGERED 48". BOARDS TO BE FASTENED TO SEE PLANS FOR FINISH THE ADRIENNE STRUCTURAL 5/8"TYPE 'X'GWB ON V.B. is=3+([(4)(3)!12]-1)(4.5-3) JOISTW/MIN. 15/8"SCREWS AT 8"O.C. IN FIELD AND is=3+[(12112)- 1](1.5) k 6"O.C.ALONG BOARD EDGES. SCREWS TO BE MIN. 1 INFORMATION AT FIRST FLOOR 5/8"TYPE GWB ON V.B. is=3+(1.5) 1/2" FROM BOARD EDGES AND 3/4"FROM BOARD LOBBY LOCATION x: . .. is=4.5" ENDS. GWB TO BE TAPED AND FILLED. SCREW HEADS TO BE FILLED W/GWB JOINT COMPOUND. 7148 SW GONZAGA STREET RIBBED CONC. EQUIV.THICKNESS =4.5">3.5" • OPTIONAL FRICTION FIT INSULATION. 1 HR RATED SLAB (SECTION VIEW) TIGARD, OREGON 97223 NOTE: 30 MIN. RATED FLOOR / CEILING (SECTION VIEW) RIBBED CONCRETE SLAB PROVIDES EQUIVALENT THICKNESS OF 4.5". IW3 1-HR WHERE INDICATED PER 'D' ABOVE EW4 1-HR WHERE INDICATED PER WABOVE EW1 1-HR WHERE INDICATED PER 'D' ABOVE 3.5"= 1 HR RATING PER OSSC TABLE 721.2.2.1 NOTE: 30 MINUTE DWELLING UNIT SEPARATION REQUIRED PER OSSC SECTION 709. CMU INTERIOR PARTITION EXTERIOR WALL - FLATPANEL EXTERIOR WALL - CMU UTILIZING THIS ASSEMBLY EXCEEDS BUILDING CODE REQUIREMENTS. 10 UTILIZING THIS ASSEMBLY MEETS BUILDING CODE REQUIREMENTS. 1 1/2'= 1'-0" (PLAN VIEW) 1 1/2"= 1'-°" (PLAN VIEW) 1 vz" = r-°" (PLAN VIEW) FINISH FLOORING RI SINGLE PLY TPO ROOF ACOUSTIC ISOLATION MAT MEMBRANE PER SPEC. PER SPEC. 6 4 WOOD STUD FRAMING BRICK VENEER CONCRETE ON MTL. DECK 1 TYPICAL ABOVE 2ND FLOOR DRAINAGE CAVITY/AIR SPACE TAPERED RIGID INSULATION (1 HR RATED-SEE RATED DECK PER SPEC. ASSEMBLIES ABOVE) 1-HR WR6 GA#WP 7008 5/8"GWB EA. SIDE OF STUDS ROOF SHEATHING PER STEEL JOISTS W/SPRAY 'STC 35-39 V RIGID INSULATION PER SPEC'S STRUCTURAL APPLIED FIREPROOFING AT _ADD SHEAR PLY PER 1" PROPRIETARY GYPSUM PANEL over STRUCTURAL DRAWINGS 47 a.: 1-HR LOCATIONS-SEE PLYWD SHEATHING PER a STRUCTURAL DRAWINGS FOR 2 2"C-H PROPRIETARY STUDS @ 24"O.C. over WHERE OCCURS-SEE FLOOR STRUCTURAL STRUCTURAL T JOISTS-SEE PLAN STRUCTURAL 4 SIZE AND SPACING e" PROPRIETARY TYPE W GYPSUM WALLBOARD METAL STUDS TYPICAL BELOW BATT INSULATION-R-21 BATT INSULATION FULL DEPTH GWAPPLIED PARALLEL STUDS AND 2ND FLOOR DECK B 8" MTL. STUDS PER STRUCTURAL OF JOIST SPACE- R-30 MIN < : FASTENED WITH 1"TYPE S DRYWALL SCREWS SUSPENDED CEILING SYSTEM SPACED 12"01C. ACOUSTIC BATT INSULATION - z, 5!8"TYPE'X'GWB 5/8"GWB CEILING TYPICAL-SEE REFLECTED I TYPICAL WALLS CEILING PLANS AND SECTIONS 'STC TWITH 39 WHEN INSTALLED TH 1"MINERAL FOR TYPE LOCATIONS AND SHAFT ROOM FIBER INSULATION IN THE STUD SPACE. • BATHROOM WALLS HEIGHTS. PER • WALLS SEPARATING NOTE: PLAN UNITS PROPRIETARY ASSEMBLY -EXTEND WALLS TO SEE GA FIRE RESISTANCE DESIGN MANUAL FOR DEFLECTION HEAD @ APPROVED PROPRIETARY GYPSUM BOARD UNDERSIDE OF STRUCTURE ABOVE R1 FC2 1-HR WHERE INDICATED PER 'E' ABOVE IW4 IW1 30 MIN. WHERE INDICATED PER 'B' ABOVE EW2 1-HR WHERE INDICATED PER W ABOVE 19 ME��RANE ROOF 15 FLOOR CEILING SHAFT WALL 7 TYPICAL INTERIOR WALL (DIOR WALL - BRICK = - (PLAN VIEW) 1 vz" = r-°" (SECTION VIEW) 1 vz" = r-°" (PLAN VIEW) 1 v2" = r-°" (PLAN VIEW) 1 vz" = r-°" (PLAN VIEW) INISH FLOORING RI 5/8" GWB ROOM-SIDE OF ACOUSTIC ISOLATION MAT STUDS PER SPEC. SHEAR PLY PER STRUCTURAL 3 1 2 8, RIBBED METAL PANEL Al 10/18/13 PLAN CHECK COMMENTS ACOUSTICAL WALL HEAD: 1 1/2"GYP-CRETE TOPPING DRAWINGS WHERE OCCURS- 1 1/2"'Z' GIRTS AT 16" CEILING HOLD CLNG. GWB 3/8"AWAY FINISH FLOORING PER PLANS SEE FLOOR PLANO.C. FROM STUD/DEFLECTION PLYWOOD SUBFLOOR-SEE HEAD-PROVIDE CONT. STRUCTURAL DRAWINGS CONCRETE SLAB ON GRADE PER STAGGER STUDS U.O.N. WRB SEALANT PRIOR TO STRUCT. Drawing: INSTALLING WALL GWB STRUCTURAL T JOISTS-SEE ACOUSTIC BATT INSULATION 1"RIGID INSULATION PER SPEC'S ° STRUCTURAL DRAWINGS UNDERSLAB MOISTURE = TYPICAL @ EACH STUD BAY CONSTRUCTION SET PLATE IN CONT., PROTECTION PER SPEC. PLYWD SHEATHING PER PARALLEL RIBBONS OF 3}" BATT INSULATION TYPICAL 41 EXTEND WALLS TO STRUCTURAL ASSEMBLIES SEALANT TYP. FOR ACOUSTICS ° DEFLECTION HEAD COMPACTED GRAVEL BASE TO @ ACOUSTICAL WALL BASE: n aDEPTH GLASS FIBER UNDERSIDE OF STRUCTURE BATT INSULATION-R-21 " RESILIENT CHANNELS ° REPORT SEEFG OTECOILS ABOVE 3/ " AY HOLD WALL GWB 8 AW . INSULATION FROM FLR. SHEATHING- °j a5�7.9PTC o0a ou0 00 2X6 WOOD STUDS PER 5/8"TYPE'X'GWB a au0 0 DRAFTSTOPS @ ACOUSTIC SEALANT TYPICAL STRUCTURAL PROVIDE CONT. SEALANT / 10'-0"O.C. �O 000 o�0,�0 no TOP AND BOTTOM-SEE 2p BTWN GWB AND FLR. DECK *57 STC AS TESTED PER THE LP a o 0 0 0 0 • o D 1 HORIZ. 0 0 O op '1 o g.1 5/8"TYPE'X'GWB WITH CLASS III FLOOR SOLID START I-JOIST FIRE lf- 16I OI�� �I IQ� Job No: 1310 Z_ _ _ ENDURANCE GUIDE ASSEMBLY II�II�II�II�II�II� I� - UNDISTURBED SUB-GRADE VAPOR BARRIER i PER PLAN NOTE: ACOUSTICALLY SEAL #LP/FCA 45-01 �I�I I I I, ,I 1-I 1��-111-11 I-I � I '57 STC AS TESTED PER THE CALIFORNIA DEPARTMENT OF ALL DEMISING WALLS _ I - .III=III $ HEALTH SERVICES LOCAL ENVIRONMENTAL HELATH Date: 8/1!13 8„ SERVICES BRANCH CATALOG OF STC AND IIC RATINGS FOR WALL AND FLOOR/CEILING ASSEMBLIES, SECTION 1.2.4.1.5.4 Sheet No: FC3 1/2-HR WHERE INDICATED PER ABOVE <= IW2 30 MIN. WHERE INDICATED PER 'C' ABOVE EW3 1-HR WHERE INDICATED PER W ABOVE 20 ACOUSTIC SEALING 16 FLOOR CEILING 12 CONCRETE SLAB ON GRADE $ STAGGERED STUD 4 EXTERIOR WALL - MTL- PN L. (SECTION VIEW) 1 1rz" = 1'-°" (SECTION VIEW) 1 1!z"= 1'-°" (PLAN VIEW) 1 1/z" = 1'-O" (PAN VIEW) A901 ROOM FINISH SCHEDULE OPENING SCHEDULE WALLS NO. LOCATION SIZE DOOR FRAME HDWR NOTES NO. NAME FLOOR BASE NORTH EAST SOUTHI WEST CLNG. NOTES MAT TYPE FINISH MAT TYPE FINISH SIE A 101 ALCOVE S.C. - - - - - - 102 WAITING 3'-0"X7'-0" STOR A MFGR STOR W1 MFGR 1 - 102 WAITING CPT-1 RB.1 PT-1 PT-1 PT-1 PT-1 ACT-1 SCOTTIEDWARDS ARCHITECTURE LLP 103 HALL 105A LOBBY 3'-0"X 7'-0" STOR A MFGR STOR W7 MFGR 1 104 HALL 1058 LOBBY 3'-0"X 7'-0" Sc B PT- HM 1 PT- 2 1 2525 E. Burnside St., Portland, OR 97214 105 LOBBY 106 ELEVATOR MACHINE ROOM 3'-6"X 7'-0" Sc C PT- HM 1 PT- 3 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET phone:(503) 226-3617 www.seallp.com 106 ELEVATOR MACHINE ROOM S.C. RB-1 PT-2 PT-2 PT-2 PT-2 PT-2 108 OPEN OFFICE PR 4'-0"X 7'-0" SC D PT- GWB - PT- 4 107 RECEPTION CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 109 TOILET ROOM 3'-0"X 7'-0" Sc C PT- HM 1 PT- 5 108 OPEN OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 110A CONFERENCE ROOM 3'-0"X 7'-0" BG E - 6 BUTT GLAZING SYSTEM \\ 109 TOILET ROOM CT-1 CT-1 PT-1 PT-1 PT-1 PT-1 ACT-1 EPDXY PAINT 1108 CONFERENCE ROOM 3'-0"X 7'-0" STOR A MFGR STOR W7 MFGR 1 T 110 CONFERENCE ROOM CPT-1 RB-1 PT-4 PT-4 PT-4 PT-4 ACT-2 111 OFFICE 3'-0"X 7'-0" Sc. G PT- HIA 1 PT- 7 T 111 OFFICE CPT-1 I RB-1 PT-1 PT-1 PT-1 I PT-1 ACT-1 112 OFFICE \ �\ g"5„ ii 112 OFFICE 113 OFFICE 113 OFFICE 114 OFFICE 114 OFFICE 115 OFFICE � c°� REX 115 OFFICE 116 OFFICE a E Z CONSTRUCTION, INC. AV!AT10N C0 MN1 E.PCI AI. sNCUSTB!Al. 116 OFFICE 117 OFFICE io 117 OFFICE 118 TOILET ROOM C 5 118 TOILET ROOM CT-1 CT-1 PT-1 PT-1 PT-1 PT-1 ACT-1 EPDXY PAINT 119A BREAK ROOM G 7c; `ZdOy 119 BREAK ROOM LINO-1 LINO-1 PT-5 PT-5 PT-5 PT-5 ACT-1 119B BREAK ROOM G 7 E G H 120 OPEN OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 119C BREAK ROOM STOR A MFGR STOR W13 MFGR 1 Si STAIR RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1 120A OPEN OFFICE STOR A MFGR STOR W6 MFGR 1 ,-RETER F RIMM SCHEDULES2 STAIR RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1 201A FOYER T-1 T-1 PT-6 P-6 P- P- P- 1 / O � oRn aND,OREGON Q 202A HALL 201A1 UNIT 201A ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET LICENSE#066 T �60 T U 203A HALL 201A2 FOYER 3'-0"X 6'-8" Sc D C PT- WD 1 PT- 9O •/ O� z 204A KITCHEN T-1 T-1 PT-6 P-6 P-6 P-6 P-6A 202A1 HALL CLOSET PR 1'-6"X 6'-8" SC C PT- W 1 PT- 10 X41' 5" 5 5 5". o_ 205A LIVING ROOM WF-1 WD PT-6 P-6 P-6 P-6 P-6A < 203A1 HALL CLOSET (4)3'-0"X 6'-8" SC C PT- GWB - PT- 11 SLIDING DOORS Uj 206A BATHROOM T-1 T-1 PT-7 P-7 P-7 P-7 P-7A oa 205A1 LIVING ROOM PR 3'-0"X 6'-8" SG H MFGR MFGR W11 MFGR 12 Digitally signed by Peter Grimm z 207A BATHROOM T-1 T-1 PT-8 P-8 P-8 P-8 P-8A N o 206A1 TOILET ROOM 2'-8"X 6'-8" Sc C PT- PCT PT- 13 POCKET DOOR Date: 2013.10.22 17:33:27-07'00' ❑ 208A BEDROOM CPT-2 WD PT-9 P-9 P-9 P-9 P-9A v x 207A1 TOILET ROOM 3'-0"X 6'-8" Sc C PT- PCT - PT- 13 POCKET DOOR wa o Q 209A BEDROOM CPT-2 WD PT-9 P-9 P-9 P-9 P-9A F- U 208A1 BEDROOM 3'-0"X 6'-8" Sc C PT- WD 1 PT- 14 U u 208A2 BEDROOM 3'-0"X 6'-8" Sc C PT- GWB - PT- 15 SLIDER o z W 209A1 BEDROOM 3'-0"X 6'-8" Sc I C PT- WD 1 PT- 14 A B G' D L 209A2 BEDROOM 3'-0"X 6'-8" Sc C PT- GWB - PT- 15 SLIDER 0 2018 FOYER T- T- PT-6 P-6 P-6 P-6 P-6 0 J 2028 HALL 1 DOOR TYPES o 2038 HALL 1 201 B1 UNIT 201B ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET THE ADRIENNE 1/4" = 1'-0" = w 204B KITCHEN T-2 T-2 PT-10 P-10 P-10 P-10 P-10A 201 B2 FOYER 3'-0"X 6'-8" Sc C PT- WD 1 PT- 9 ❑ 2058 LIVING ROOM WF-2 WD PT-10 P-10 P-10 P-10 P-10A 20281 HALL CLOSET PR 1'-6"X 6-8" SC C PT- WD 1 PT- 10 0 206B BATHROOM T-2 T-2 PT-11 P-11 P-11 P-11 P-11A _ <0 20381 HALL CLOSET (4)3'-0"X 6-8" Sc C PT- GWB - PT- 11 SLIDING DOORS ! 207B BATHROOM T-2 T-2 PT-12 P-12 P-12 P-12 P-12A °n 20561 LIVING ROOM PR 3'-0"X6'-8" SG H MFGR MFGR W12 MFGR 12 7148 SW GONZAGA STREET SCHEDULE-I ❑ 208B BEDROOM CPT-3 WD PT-13 P-13 P-13 P-13 P-13A N o 20681 TOILET ROOM 2'-8"X6'-8" Sc C PT- PCT - PT- 13 POCKET DOOR TIGARD, OREGON 97223 209B BEDROOM CPT-3 WD PT-13 P-13 P-13 P-13 P-13A o - 20781 TOILET ROOM 3'-0"X 6'-8" Sc C PT- PCT - PT- 13 POCKET DOOR N O 20881 BEDROOM 3'-0"X 6'-8" Sc C PT- WD 1 PT- 14 w 2 20882 BEDROOM 3'-0"X 6'-8" Sc C PT- GWB - PT- 15 SLIDER SCHEDULEGENERAL NOTES 20961 BEDROOM 3'-0^X6'_8' Sc C PT_ WD 1 PT- 14 W 20962 BEDROOM 3'-0"X 6-8" Sc C PT- GWB - PT- 15 SLIDER v - SEE INTERIOR ELEVATIONS FOR ACCENT LOCATIONS AND UNLESS OTHERWISE NOTED, THE FOLLOWING GENERAL GUIDE 1 U) ADDITIONAL INFORMATION SHALL APPLY: 201C1 I UNIT 201C ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET of a - SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS - INTERIOR WALLS P-1 201 D1 UNIT 201D ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET - GWB CEILINGS P-1 EXPOSED CEILING STRUCTURE P- 30lA1 UNIT 301A ENTRY 3'-0"X 6-8" Sc C PT- WD 1 PT- 8 1 HR RATED, CLOSER, FIRE/SMOKE RATED GASKET 1 - INTERIOR DOORS P- 30181 UNIT 3018 ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1HR RATED, CLOSER, FIRE/SMOKE RATED GASKET - INTERIOR DOOR FRAMES P- 30lC1 UNIT 301C ENTRY 3'-0"X 6'-8" Sc C PT- WD 1 PT- 8 1HR RATED, CLOSER, FIRE/SMOKE RATED GASKET FRAME TYPES - EXTERIOR DOORS P- 30lD1 UNIT 301D ENTRY 3'-0"X 6'-8" Sc C I PT- WD 1 PT- 8 1HR RATED, CLOSER, FIRE/SMOKE RATED GASKET - EXTERIOR DOOR FRAMES P- 1/4" = 1'-0" R-1 ROOFTOP 3'-0"X 6'-8" HM C PT- HM PT- 16 DOOR SCHEDULE GENERAL NOTES : 8'-11" 15'-10" 6'-6" 13'-0" 4'-0' 1. HARDWARE GROUPS ARE GENERIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE FUNCTIONING SET OF HARDWARE APPROPRIATE FOR THE TYPE AND SCHEDULE EQ. EQ. EQ. EQ. EQ. SCHEDULE USE FOR EACH DOOR SCHEDULED AND SHOWN ON THE DRAWINGS. 2. HARDWARE MOUNTING HEIGHT SHALL MEET REQUIREMENTS OF OSSC 1008.1.8.2. DOOR HANDLES, PULLS, LATCHES. LOCKS AND OTHER DEVICES SHALL BE INSTALLED 34" MIN AND T T 48" MAX ABOVE FINISHED FLOOR. o w w J J O � � ❑ ❑ cs�( T w T T T T T T , w T L�� W1 W2 W3 W4 W5 SSC, I hw6 •�® Qj 10/18/13 PLAN CHECK COMMENTS 14'-4" 6'4" - 3'-8" EQ. EQ. SCHEDULE EQ SCHEDULE EQ. SCHEDULE 4'-0" 12,_0„ Id. 15,-4" -�--�- 3'-8" 10,_0„ SCHEDULE EQ. EQ. SCHEDULE SCHEDULE Drawing: T T � T �,� T SCHEDULES G � T/ � T o w w w wo w o > > > o - ❑ b� O W ❑ m m Ow 2 2 2 2 2 Job No: 1310 d1f4 T ; TTw �� w w N Date: 8/1/13 W6 W7 W10 W11 W12 W13 W14 W15 W16 Sheet No: STOREFRONT / WINDOW TYPES 1/4" = T-0" A902 FINISH MATERIALS r5MX FINISH TAG-SEE FINISH PLAN GENERAL NOTES E A UNLESS OTHERWISE INDICATED, THE FOLLOWING FINISHES SHALL APPLY - J- SCOTTI EDWARDS ARCHITECTURE LLP OFFICE WALLS P-12525 E. OFFICE CEILINGS P-2 Burnside St., Portland, OR 97214 INTERIOR OFFICE DOORS AND FRAMES P-3 one:(503) 226-3617 www.seallp.com RESIDENTIAL WALLS P-4 Ph RESIDENTIAL CEILINGS P-5 I X s INTERIOR RES. DOORS AND FRAMES P-6 M. crr cr i c °r1 �� INTERIOR MATERIALS EXTERIOR MATERIALS / j WALL BASE PAINT(CONTINUED) TILE FLOORING (CONTINUED) METAL PANEL DESIGNATION: B-1 DESIGNATION: PT-8 ACCENT WALL DESIGNATION: T-4 (DARK SCHEME) DESIGNATION: MP-1 CORR. MTL SIDING STYLE: 4"X 4"HIGH SOLID HARWOOD NfS r: EASED EDGE MFR.: TIERRA SOL MFR.: AEP SPAN MINI-V BEAM COLOR: PT-X STYLE: STYLE: ENGLISH BAY, 12"x24" STYLE: L cf,1s NTR CONSTRUCTION, INC. FINISH: SEMI-GLOSS COLOR: COLOR: #FG-E-E-WG1224, WEST COLOR: ZACTIQUE II a - / COAST GREY � / - / j j /j /- . j AV;ATION COMMERCJAL INDUSTRIAL B-2 DESIGNATION: PT-9 ACCENT WALL DESIGNATION: MP-2 ACCENT METAL I / // // / GE DESIGNATION: T-5(ENTRY, CONC PAVER) MFR: STYLE: 4"X4" HIGH SOLID HARWOOD EASED ED COLOR: PT-X STYLE: MFR.: TBD STYLE: FINISH: SEMI-GLOSS COLOR: STYLE: TBD,48"x 48" COLOR: COLOR: #TBD cr 1 DESIGNATION: B-3 DESIGNATION: PT-10 ACCENT WALL DESIGNATION: MP-3 METAL FLASHING o % / / / �'� ❑ MFR: k- I I /j / "� v I / RIMM STYLE: 4" ASED EDGE WOOD CABINETS: STYLE: X4" HIGH SOLID HARWOOD ®' COLOR: PT-X COLOR: DESIGNATION: WD-1 (LIGHT SCHEME) COLOR: FINISH: SEMI-GLOSS ERRKWGW: RIFT-CUT WHITE OAK / / ORTLAN4, QAECxON DESIGNATION: PT-11 ACCENT WALL FINISH: CLEAR FINISH I I ` // // I LItNSE#4966 DESIGNATION: B 4 3 MFR.: ARCHITECTURAL PANEL t STYLE: 4'X 4" HIGH SOLID HARWOOD EDGE WOOD CABINETS: DESIGNATION: AP-1 I / I o COLOR: PT-X COLOR: DESIGNATION: WD-2 (DARK SCHEME) MFR.: TRESPA METEON I j + F 1J FINISH: SEMI-GLOSS - ERRKWGW: AMERICAN WALNUT STYLE: _ DESIGNATION: PT-12 ACCENT WALL FINISH: CLEAR FINISH COLOR: STONE BEIGE Digitally signed by Peter Grimm CONCRETE MFR.. «n - _ : I Date: 2013.10.2217:33:53-07'00' STYLEI I - DESIGNATION: CONC-1 (POLISHED) COLOR: WOOD FLOORING EXTERIOR MASONRY MFR.: DESIGNATION: WF-1 (LIGHT SCHEME) DESIGNATION: BR-1 (BRICK) I Ipr COLOR: DESIGNATION: PT-13 ACCENT WALL MFR.: KENTWOOD MFR.: MUTUAL MATERIALS MFR.: ERRKWGW: ORIGINALS, ENGINEERED STYLE: DESIGNATION: CONC-2(CLEAR-SEALED) STYLE: COLOR: BRUSHED ASH, SANDERSON COLOR: EBONY I I T-1 17771e MFR.: COLOR: COLOR: WOOD FLOORING DESIGNATION: CMU-1 (CMU BLOCK) DESIGNATION: PT-14 ACCENT WALL DESIGNATION: WF-2(DARK SCHEME) MFR: MUTUAL MFR.: - MFR.: KENTWOOD MATERIALS L ❑ THE ADRIENNE CARPET STYLE: STYLE: ORIGINALS, ENGINEERED STYLE SMOOTH FACE — DESIGNATION: CPT-1 COLOR: COLOR: AMERICAN WALNUT, COLOR MFR.: MOHAWLEES NATURAL ELITE L J J STYLE: BRAIN POO WERER#G#GL136 DESIGNATION: PT-15 ACCENT WALL EXTERIOR CONCRETE 7148 SW GONZAGA STREET COLOR: #138 CRAFTINESS MFR.: DESIGNATION: CONC-3 STYLE: WALK-OFF MAT MFR: = TIGARD, OREGON 97223 DESIGNATION: CPT-2(LIGHT SCHEME) COLOR: DESIGNATION: WOM-1 STYLE: MFR.: MASLAND MFR.: COLOR: FIRST FLOOR FINISH PLAN STYLE: MILHOUSE#7914 DESIGNATION: PT-16 ACCENT WALL STYLE: O COLOR: #22512 TAWNY MFR.: COLOR: ALUMINUM STOREFRONT Z STYLE: DESIGNATION: AL-1 DESIGNATION: CPT-3(DARK SCHEME) COLOR: MFR.: MFR.: MASLAND WALL TILE STYLE: STYLE: MILHOUSE#7914 DESIGNATION: PT-17 ACCENT WALL DESIGNATION: WI7-1 (BOTH SCHEMES) COLOR: STANDARD DARK BRONZE COLOR: #22517 PELICAN MFR.: MFR.: DAL-TILE STYLE: STYLE: MODERN DIMENSIONS,4.25" EXTERIOR WOOD SIDING DESIGNATION: CPT-4 COLOR: x 12.75" FIELD TILE DESIGNATION: EWD-1 MFR.: MASLAND CONTRACT RUGS COLOR: BISCUIT#K175 MFR.: STYLE: F-75(OR SIMILAR) DESIGNATION: PT-18 ACCENT WALL STYLE: COLOR: CUSTOM COLORS, TBD MFR.: DESIGNATION: WT-2(LIGHT SCHEME) COLOR: CLEAR FIR STYLE: MFR.: INTERSTYLE(UNITED TILE) — COLOR: STYLE: GLASSHUES, 3"x 12" EXTERIOR PAINT _ LINOLEUM FLOORING COLOR: SUMMER WHITE, POLISHED DESIGNATION: . EPT-1 DESIGNATION: LINO-1 DESIGNATION: PT-19 ACCENT WALL MFR.: MFR.: FORBID MFR.: DESIGNATION: Wr-3(DARK SCHEME) STYLE: I 1 D1 UNIT - C1 UNIT STYLE: MARMOLEUM/REAL STYLE: MFR.: INTERSTYLE(UNITED TILE) COLOR: COLOR: #3252 SPARROW COLOR: STYLE: GLASSHUES, 3"x 12" FINISHES — FINISHES COLOR: STONE ARCH, POLISHED DESIGNATION: EPT-2 I SAME AS 'B' I SAME ASW PLASTIC LAMINATE MFR.: I UNIT UNIT PAINT DESIGNATION: PL-1 DESIGNATION: WT-4(LIGHT SCHEME) STYLE: DESIGNATION: PT-1 GEN. OFFICE WALLS MFR.: WILSONART MFR.: STATEMENTS TILE COLOR: _ MFR.: COLOR: #4877-38 GREY MESH STYLE: 12"x 12"ABRASO STYLE: COLOR: VANIGLIA DESIGNATION: EPT-3 COLOR: DESIGNATION: PL-2 MFR.: MFR.: WILSONART DESIGNATION: WT-5(DARK SCHEME) STYLE: - I L J - _________ ____ _ > .._I- I i COLOR: #4842-60 CANYON ZEPHYR MFR.: STATEMENTS TILE COLOR: _ rn" STYLE: STYLE: 12"x 12"ABRASO I i DESIGNATION: PL-3 COLOR: KAKI DESIGNATION: PT-2 GEN. OFFICE CLGS. COLOR: MFR.: WILSONART DESIGNATION: PT-3 OFFICE DOOR/FRAME COLOR: #7939K, BLOND ECHO — MFR.: - PL-4 - - - I ° I "' o DESIGNATION: !- © 0 °� - - r -t "" STYLE: MFR.: COLOR: COLOR: b z."° © © - - " p DESIGNATION: PT-4 GEN. RES. WALLS MFR.: BENJAMIN MOORE SOLID SURFACE " T-1I FT-2-] STYLE: EGGSHELL FINISH DESIGNATION: SS-1LT I COLOR: #AF-55 SONNET MFR.: PENTAL QUARTZ STYLE: 3/4"SLAB, POLISHED ° O °NG O _ ____ DESIGNATION: PT-5 RES. CLGS. COLOR: #80201 P, CASCADE WHITE - --- J --- MFR.: "�E - STYLE: u°SPECIAL FINISH a Qj 10/18!13 PLAN CHECK COMMENTS COLOR: - T1 ra u F DESIGNATION: SF-1 DESIGNATION: PT-6 RES. DOOR/FRAME MFR.: LUMICOR (RESIN)OR GLASPRO (GLASS)PANELS 3 MFR.: . STYLE: 3/4" #. I Drawing: COLOR: COLOR: TBD :' R°. FINISH FLOOR PLANS W ' DESIGNATION: PT-7ACCENTWALL9 TILE FLOORING MFR.: DESIGNATION: T-1 (LIGHT SCHEME) �- STYLE: MFR.: PROVENZA(UNITED TILE) g I p COLOR: STYLE: Q-STONE, 12"x 24" 8 COLOR: ICE a DESIGNATION: T-2(DARK SCHEME) time.:,. . a ° `E�•: ;..sCoeer:+:a. '' `"`.cE .., . MFR.: PROVQ-STONE, N (UNITED TILE) nuev s°° +, 1,.P Job No: 1310 STYLE: Q-STONE, 1 12"x 24" S I CJ COLOR: SAND Date: 8/1/13 DESIGNATION: T-3(LIGHT SCHEME) SECOND SCHEME) / THIRD FLOOR FINISH PLANS Of MFR.: TIERRA SOL 1/8" = 0 Sheet No: STYLE: ENGLISH BAY, 12"x 24" Z COLOR: #FG-E-E-SW1224, SEAGULL WHITE A903 SIE A SCOTT I EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 DRAWING INDEX ABBREVIATIONS phone:(503) 226-3617 www.seallp.com A.B. ANCHOR BOLT FIN. FINISH PART. PARTITION ACI AMERICAN CONCRETE FLR. FLOOR P/C PRECAST SO. 1 DRAWING INDEX AND ABBREVIATIONS INSTITUTE FT. FOOT PCF POUNDS PER CUBIC FOOT ADD'L. ADDITIONAL FTG. FOOTING PL PLATE SO.2 GENERAL STRUCTURAL NOTES AESS ARCHITECTURAL EXPOSED - STRUCTURAL STEEL GA. GAUGE P.P. PARTIAL PENETRATION AISC AMERICAN INSTITUTE OF GALV. GALVANIZED PSI POUNDS PER SQUARE INCH CONSTRUCTION, INC, AVIATION COMMERCIAL INDUSTRIAL 50.3 GENERAL STRUCTURAL NOTES STEEL CONSTRUCTION GL GLULAM PIT POST-TENSIONED INCORPORATED ALT. ALTERNATE HORIZ. HORIZONTAL P.T. PRESSURE TREATED SOA GENERAL STRUCTURAL NOTES CONT. ALUM. ALUMINUM HSS HOLLOW STRUCTURAL PVC POLYVINYLCHLORIDE SECTION R, RAD. RADIUS APA AMERICAN PLYWOOD IBC INTERNATIONAL BUILDING ASSOCIATION CODE RCSC RESEARCH COUNCIL ON SO.5 STATEMENT OF SPECIAL INSPECTION AND TESTING ARCH. ARCHITECTICBO INTERNATIONAL CONFERENCE STRUCTURAL CONNECTIONS Consulting Engineers ASCE AMERICAN SOCIETY OF CIVIL OF BUILDING OFFICIALS REF. REFERENCE 111 SW 5th Avenue 50.6 STATEMENT OF SPECIAL INSPECTION AND TESTING ENGINEERS ICC INTERNATIONAL CODE RET. RETURN Suite gon ASTM AMERICAN SOCIETY FOR COUNCIL REINF. REINFORCING Portland, Oregon 97204 TESTING AND MATERIALS I.D. INSIDE DIAMETER 503-227-3251 S2. 1 FOUNDATION PLAN AWS AMERICAN WELDING SOCIETY IN. INCH REQ'D. REQUIRED BLDG. BUILDING REQ'MTS. REQUIREMENTS INT. INTERIOR BOT. BOTTOM SCHED. SCHEDULE S2.2 SECOND FLOOR FRAMING PLAN K KIPS S.C. SLIP CRITICAL BRBF BUCKLING RESTRAINED KSF KIPS PER SQUARE FOOT BRACED FRAME SIM. SIMILAR S2.2A SECOND FLOOR BEARING WALL PLAN C.G. CENTER OF GRAVITY KSI KIPS PER SQUARE INCH SLRS SEISMIC LOAD RESISTING C.I.P. CAST IN PLACE LBS. POUND SYSTEM S2 .3 THIRD FLOOR FRAMING PLAN C.J. CONTROL JOINT L.L. LIVE LOAD S.O.G. SLAB ON GRADE THE ADRIENNE C.J.P. COMPLETE JOINT LLH LONG LEG HORIZONTAL SPEC. SPECIFICATION S2 .4 ROOF FRAMING PLAN PENETRATION LLV LONG LEG VERTICAL SQ. SQUARE CL CENTERLINE LOC. LOCATION Ss STAINLESS STEEL 7148 SW GONZAGA STREET CLR. CLEAR LONG. LONGITUDINAL SSMA STEEL STUD MANUFACTURERS TIGARD, OREGON 97223 S2.5 STAIR ROOF AND CANOPY FRAMING P LAN S CMU CONCRETE MASONRY UNIT LVF LOW VELOCITY FASTENER ASSOCIATION COL. COLUMN MAX. MAXIMUM STD. STANDARD 55. 1 CONCRETE DETAILS CONC. CONCRETE MBMA METAL BUILDING STRUCT. STRUCTURAL CONN. CONNECTION MANUFACTURERS SYM. SYMMETRICAL S5.2 CONCRETE DETAILS ASSOCIATION �yED PROFFS CONST. CONSTRUCTION MECH. MECHANICAL THRU THROUGH ���`� ) NFF /p9 CONT. CONTINUOUS MFR. MANUFACTURER T&G TONGUE AND GROOVE 15,773 'P S5.3 CMU DETAILS BAR DIAMETER DBA BA DEFORMED BAR ANCHOR MIN. MINIMUM TJ TRUSS JOIST O MISC. MISCELLANEOUS TRANS. TRANSVERSE OEG DET. DETAIL DIA., 0 DIAMETER ✓AN 21 55.4 CMU DETAILS MPH MILES PER HOUR TS LIGHT GAUGE TUBE STEEL F,P9�D L MT MAGNETIC PARTICLE TESTING TYP- TYPICAL DIAG. DIAGONAL (N) NEW U.N.O. UNLESS NOTED OTHERWISE ExaIREs 12-31-13 S6. 1 STEEL DETAILS D.L. DEAD LOAD N.I.C. NOT IN CONTRACT UT ULTRASONIC TESTING DWG. DRAWING NOM. NOMINAL VERT. VERTICAL 56.2 STEEL DETAILS ELEC. ELECTRICAL NO. NUMBER V.I.F. VERIFY IN FIELD EL. ELEVATION N.T.S. NOT TO SCALE W/ WITH S6.3 STEEL DETAILS EEQUAL O.C. ON CENTER WF WIDE FLANGE EXIST., EXISTING (E) O.D. OUTSIDE DIAMETER w/o WITHOUT 57. 1 WOOD DETAILS EXP. EXPANSION OPP. OPPOSITE W.P. WORK POINT EXT. EXTERIOR OWJ OPEN WEB JOIST WPS WELDING PROCEDURE SPECIFICATION FDN. FOUNDATION PAF POWDER ACTUATED WWF WELDED WIRE FABRIC S7.2 WOOD DETAILS FASTENER. S7.3 WOOD DETAILS Drawing: DRAWING INDEX AND ABBREVIATIONS Job No: 213043 Date: 10/21/13 Sheet No: soul GENERAL STRUCTURAL NOTES STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH SEISMIC LOAD RESISTING SYSTEM: FOOTNOTES: ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE SEISMIC LOAD RESISTING SYSTEM (SLRS) FOR THE COMPLETED STRUCTURE IS AS FOLLOWS: S E A COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF 3rd FLOOR AND ROOF: PLYWOOD DIAPHRAGM TRANSFERS LATERAL LOAD TO WOOD SHEAR WALLS. STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL SCOTT EDWARDS ARCHITECTURE LLP THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS 2nd FLOOR: WOOD SHEAR WALLS FROM UPPER FLOORS TRANSFER LATERAL LOAD TO CONCRETE OVER METAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE DECK DIAPHRAGM WHICH TRANSFERS LATERAL LOAD TO MASONRY SHEAR WALLS. STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE 2525 E. Burnside St., Portland, OR 97214 PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. phone:(503) 226-3617 www.seallp.com CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. REFER TO THE GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DETAILING, INSTALLATION, TESTING AND INSPECTION REQUIREMENTS FOR MEMBERS THAT ARE PART OF THE SEISMIC LOAD RESISTING 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS CODE REQUIREMENTS: SYSTEM (SLRS). THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER _ CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2009 INTERNATIONAL REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO r BUILDING CODE (IBC). DESIGN AND DETAILING WAS BASED ON CRITERIA FOR SEISMIC DESIGN CATEGORY D. FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. TEMPORARY CONDITIONS: STRUCTURAL OBSERVATION: DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE - SHALL CONFORM TO ASCE 7-05 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF ®CONSTRUCTION, INC, CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. AVIATION • COMMERCIAL INDUSTRIAL 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE EXISTING CONDITIONS: STRUCTURAL OBSERVATIONS STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. CONSTRUCTION. • ASSUMED FUTURE CONSTRUCTION: OBSERVED BY (2)ITEM COMMENTS CONCRETE: VERTICAL: NONE AOR SER CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED HORIZONTAL: NONE Consulting Engineers PRIOR TO FIRST CONCRETE POUR REF. NOTES 1,3,4,5 BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: DESIGN CRITERIA: 111 SW 5th Avenue DESIGN AS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD PRIOR TO FIRST CONCRETE DECK POUR REF. NOTES 1,3,4,5 Suite 2500 Portland, Oregon 97204 LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED DURING INITIAL STEEL ERECTION REF. NOTES 1,3,4 CONCRETE STRENGTHS PER OSSC: 1ABSOLUTE WATER-CEMENT RATIO BY 503-227-3251 AS REQUIRED TO ADDRESS STRUCTURAL ISSUES REF. NOTES 1,3,4 fc (PSI) WEIGHT USE DESIGN CRITERIA 1. CONTRACTOR NONAIR-ENTRAINED AIR-ENTRAINED 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. GRAVITY SYSTEM CRITERIA3.000 0.54 0.46 FOOTINGS 2. SER-STRUCTURAL ENGINEER OF RECORD. ALL USES, UNLESS NOTED ROOF LIVE/SNOW LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) AOR-ARCHITECT OF RECORD. 4,000 0.50 0.45 OTHERWISE FLOOR LIVE LOADS: UNIFORM LOAD CONCENTRATED LOAD 3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, SPECIAL MOISTURE SENSITIVE FLOOR COVERINGS. THE ADRIENNE CORRIDORS AND STAIRS 100 PSF L.L. 2,000 LBS. INSPECTION IS STILL REQUIRED. RESIDENTIAL 40 PSF L.L. 1,000 LBS. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. ROOF TERRACE 40 PSF L.L. 1,000 LBS. SPECIAL INSPECTION AND TESTING: CEMENT CONTENT 7148 SW GONZAGA STREET VERTICAL FLOOR DEFLECTION 0.75"OR L/360 WHICHEVER IS LESS LONG TERM DEAD LOAD PLUS LIVE LOAD SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS TIGARD, OREGON 97223 (CLADDING DESIGN) 0.375"OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEETS S0.5 AND S0.6. CONTRACTOR PC (PSI) MINIMUM CEMENT PER CUBIC YARD VERTICAL FLOOR DEFLECTION SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE (INTERIOR) 0360 LIVE LOAD PER OSSC TABLE 1604.3 INSPECTIONS, 3,000 470 LBS. NOTES: 1. LIVE LOADS REDUCED PER OSSC. SUBMITTALS: 4,000 550 LBS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL 2. MEMBER DESIGNED FOR MORE CRITICAL OF UNIFORM OR QED PROFFS STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: FLYASH TO 20 o OFNFORMING THE CEMENT ASTM 8 (INCLUDING TABLE 2A)TYPE F OR THAT THE MIX STRENGTH ISE C MAY BE USED SUBSTANTIATED BYOTESTDATALACE UP ��GIN F 9 CONCENTRATED LOAD. o �`' �O SNOW CRITERIA SUBMITTALS �. 15,773 THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH OSSC SECTION 1905 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC SUBMITTAL DEFERRED CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN IXORGO SNOW DRIFT PER OSSC AS SHOWN ON PLANS ITEM (1,4) SUBMITTAL COMMENTS CONJUNCTION WITH THE CONCRETE MIX DESIGN. F�q , 21 NCA (2,4) Pg� GROUND SNOW LOAD Pg= 10 PSF IN ACCORDANCE WITH 2007 SNOW LOAD ANALYSIS FOR OREGON A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE A�� L . CONCRETE MIX DESIGNS X MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE EXPIRES 12-31-13 71 FLAT ROOF SNOW LOAD Pf= 11 PSF WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN CONCRETE SNOW EXPOSURE FACTOR Ce = 1.0 CONCRETE REINFORCEMENT X MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM SNOW LOAD IMPORTANCE MASONRY REINFORCEMENT X C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. I = 10 THE AMOUNT OF ENTRAINED AIR SHALL BE 6% t 1 /o BY VOLUME. . FACTOR CONCRETE ANCHORAGES X THERMAL FACTOR Ct= 1.0 EMBEDDED STEEL ITEMS X SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN GEOTECHNICAL CRITERIA SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND STRUCTURAL STEEL X SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. DESIGN BASED ON REPORT BY: TERRA DOLCE CONSULTANTS, INC. DATED JANUARY 28, 2013 STEEL WELDING PROCEDURES X WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL ALLOWABLE SOIL PRESSURE: STEEL DECKING X BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. ON NATIVE SOILS OR 2,000 PSF LIGHT GAUGE METAL FRAMING X STRUCTURAL FILL VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. SHORT TERM LOADING 2,667 PSF STEEL FASTENERS X SHORING AND RE-SHORING: WIND CRITERIA GLUE-LAMINATED MEMBERS X SHORING AND RE-SHORING DESIGN IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL CONFORM TO ACI 347-04 AND ACI 347.2R-05. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MAIN WIND FORCE RESISTING 95 MPH BASIC WIND SPEED (3-SECOND GUST) PREMANUFACTURED WOOD JOISTS X MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY SYSTEM FIELD CURED CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN THE FOLLOWING: COMPONENTS AND CLADDINGS 95 MPH BASIC WIND SPEED (3-SECOND GUST) EXTERIOR LIGHT GAUGE METAL FRAMING X SHORING AND RE-SHORING EXPOSURE CATEGORY B CURTAIN WALL, WINDOW WALL AND OTHER IMPORTANCE FACTOR W= 1.0 GLAZING SYSTEMS X MINIMUM REMOVAL GUST/INTERNAL PRESSURE GCpi = +/_0.18 STAIRS AND RAILINGS X ELEMENT TIME COMMENTS SEISMIC CRITERIA MEP EQUIPMENT ANCHORAGE AND BRACING X REF. NOTES 12 HR. CUMULATIVE WITH WHERE FORMS ALSO SUPPORT COLUMN ENCASEMENTS 50° F. SURROUNDING FORMWORK FOR SLAB OR SOFFITS, OCCUPANCY CATEGORY II TEMPERATURE THE REMOVAL TIME OF THE LATTER SEISMIC DESIGN CATEGORY D GOVERNS. Drawing: SITE CLASS D GENERAL STRUCTURAL NOTES IMPORTANCE FACTOR I E = 1.0 MCE SPECTRAL ACCELERATION Ss =0.949 S i = 0.34 SITE COEFFICIENT Fa = 1.12 Fv = 1.72 DESIGN SPECTRAL ACCELERATION S CS=0.708 S DI= 0.39 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-05, SECTION 12.8 Job No: 213043 X DIRECTION (E/W) Y DIRECTION IN/S) SEISMIC LOAD RESISTING SPECIAL REINFORCED MASONRY SHEAR SPECIAL REINFORCED Date: 10/21/13 SYSTEM (SLRS) WALLS MASONRY SHEAR WALLS RESPONSE MODIFICATION Sheet No: FACTOR R= 5 R = 5 SEISMIC RESPONSE COEFFICIENT Cs=0.142 Cs =0.142 S002 GENERAL STRUCTURAL NOTES CONT. REINFORCING STEEL: EPDXY REPAIR ADHESIVE: STRUCTURAL STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, LIQUID EPDXY STRUCTURAL STEEL SHALL BE: S E A SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED WITH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPDXY ADHESIVE SHALL BE SUITABLE FOR USE ON SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 5,000 PSI, AND MINIMUM TENSILE STRUCTURAL STEEL SCOTTIEDWARDS ARCHITECTURE LLP ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE WIRE. APPROVED ICC REQUIREMENTS. DO NO CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING 2525 E. Burnside St., Portland, OR 97214 INSTALLATION. ASTM A992, GRADE 50 WIDE FLANGE SHAPES phone:(503) 226-3617 www.seellp.com BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL REINFORCED CONCRETE MASONRY: ASTM A572, GRADE 50 PLATES WHERE NOTED CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, SAMPLED AND TESTED IN ACCORDANCE w/ASTM DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED C140. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. BLOCK COMPRESSIVE STRENGTH SHALL BE AS ASTM A36 CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED _ CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS, WALLS AND INDICATED IN BELOW TABLE. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'm)AS INDICATED ASTM A500, GRADE BFY=46KSI HOLLOW STRUCTURAL SECTIONS(TUBES) COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH IN BELOW TABLE AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO OSSC SECTION 2105. WALLS ( ) SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND, IF NOT SHOWN, SHALL BE AS NOTED ASTM A53, GRADE B (FY=35 KSI) PIPES DIFFERENT BAR SIZES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK UNDER "MASONRY REINFORCING STEEL". PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY (ICC ESR-2495) OR TAPERLOCK COUPLERS (]CC ESR-2481) OR APPROVED WITH A CURRENT ICC APPROVAL SUCH THAT THE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE REPORT. OF 1.5 OR 25 FT. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS. DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" WITH "COMMENTARY"AND THE "CODE OF STANDARD PRACTICE",WITH EXCEPTIONS NOTED IN SPECIFICATIONS. REFERENCE SPECIFICATIONS TYP. WALL AND SLAB LAP CONCRETE MASONRY ASSEMBLY STRENGTH FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS). ®CONSTRUCTION, INC. AVIATION • COMMERCIAL • INDUSTRIAL SPLICE LENGTH SCHEDULE (IN . ) fm (PSI) BLOCK UNIT STRENGTH (PSI) GROUT STRENGTH (PSI) MORTAR BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH -- - STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. 4000 PSI 2,000 2,800 2,000TYPE M OR S WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. BAR SIZE WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS CASE 1 CASE 2 MORTAR: REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN MORTAR SHALL BE OF THE TYPE INDICATED IN THE PRECEDING TABLE, WITH A MINIMUM COMPRESSIVE THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. #3 16 16 STRENGTH AT 28 DAYS OF 1,800 PSI AND SHALL CONFORM TO OSSC SECTION 2103. Consulting Engineers #4 20 18 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. MASONRY GROUT: WELDING SHALL BE BY AWS CERTIFIED. #5 28 24 GROUT SHALL HAVE COMPRESSIVE STRENGTH AS INDICATED IN THE PRECEDING TABLE AND SHALL CONFORM 111 SW 5th Avenue 500 TO OSSC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE PROVIDE WEEP HOLES AT EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATESuite Oregon #6 37 28 . Portland, Oregon 97204 TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF 503-227-3251 #7 60 40 THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH STEEL DECK: #8 74 46 GROUT. FULLY GROUT WALLS BELOW GRADE AND WHERE INDICATED. STEEL FLOOR DECK SHALL BE A COMPOSITE TYPE WITH RIBS AT 12" O.C. OF THE SIZE AND GAUGE SHOWN ON THE PLANS. STEEL FLOOR DECK SHALL BE VENTED. STEEL DECK SHALL CONFORM TO ASTM A653 DESIGNATION THE MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-8". CLEAN-OUTS ARE REQUIRED FOR ANY POUR HEIGHT SS, GRADE 33 MINIMUM WITH 38 KSI MINIMUM YIELD STRENGTH. THE GALVANIZED COATING SHALL CONFORM TO NOTES: GREATER THAN 5'4". WHERE REQUIRED, CLEAN-OUTS SHALL BE LOCATED AT ALL CORES CONTAINING VERTICAL ASTM A653, G 60 (G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER). REINFORCEMENT AND AT A MAXIMUM OF 32" O.C. GROUT LIFTS GREATER THAN 5'-4" ARE LIMITED IN HEIGHT TO 1. CASE 1 APPLIES TO BAR WITH CLEAR COVER< 1 1/2". THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE THAN 5'-4" ABOVE THE BOTTOM OF THE LIFT, MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UN-SHORED CONDITIONS. FOR CASE 2 APPLIES TO BAR WITH CLEAR COVER> 1 1/2". PROVIDED THAT: 1) THE MASONRY HAS CURED FOR AT LEAST 4 HOURS, AND 2) THE GROUT SLUMP IS OTHER SPAN CONDITIONS, DECK MANUFACTURER SHALL EVALUATE SHORING REQUIREMENTS. MINIMUM MAINTAINED BETWEEN 10 AND 11 INCHES. IF EITHER OF THESE TWO CONDITIONS ARE NOT MET, THEN THE PROPERTIES SHALL BE AS FOLLOWS: 2. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. MAXIMUM LIFT HEIGHT SHALL BE 5'-4". REFERENCE TYPICAL MASONRY DETAILS. 3. FOR TOP BARS, CAST ABOVE 12"OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3. MASONRY REINFORCING STEEL: FLOOR DECK THE ADRIENNE REINFORCING SHALL CONFORM TO OSSC SECTION 2103.13. DEFORMED BARS SHALL BE ASTM A615 GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH ACI 530.1-08 SPECIFICATION SECTION 3.4. WELDED DECK SIZE IN a/FT. IN.3lFT. REINFORCEMENT SHALL CONFORM TO ASTM A706 GRADE 60. UNLESS NOTED OTHERWISE ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: 3" 18 GAUGE 1.203 0.767 7148 SW GONZAGA STREET NOTE. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. RUNNING BOND PATTERN FLOOR DECK WELDING SHALL BE AS FOLLOWS: TIGARD, OREGON 97223 REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS (IN BOND BEAMS) FLOOR DECK WELDING REINFORCING STEEL CONCRETE COVER 8" #6@48"o.c. (2)#4 @ 32"o.c. AT TRANSVERSE AND AT LONGITUDINALTAT SIDE LAP CONNECTIONS ROc USE COVER BOND BEAMS WITH TWO #4 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT PERIMETER SUPPORTS SUPPORTS �\��� GIN � ' NFFs191o� THE TOP OF WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. PROVIDE A BOND BEAM WITH y" EFFECTIVE DIAMETER PUDDLE Y2'EFFECTIVE DIAMETER PUDDLE BUTTON PUNCH OR 1 Y2"TOP OR F v_ COLUMN BARS 1%"(TO STIRRUPS OR TIES) TWO #4 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE WELDS @ 12"o.c. WELDS @ 16"o.c. SIDE SEAM WELD @ 36"o.c. 15,773 OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL SLAB BARS 1" AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE STEEL FRAMING DEFLECTION DURING CONCRETE OVER METAL DECK PLACEMENT: WALL BARS: INTERIOR FACES s/. EMBEDDED A MINIMUM OF T-0" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND �qN 9gL SPACING 1y" (#5 AND SMALLER) WALLNTE SECTIONS. LAP RALL REINFORCING NGVIDE O ARS AS FOLLOWS UNLESS NOTED OTHERWISE ON RNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING t F�A(p L . WALL BARS: EDT EARTH OR WEATHER 2" (#6 AND LARGER) GIRDER TYP. EXPIRES 12-31-13 FOOTING BARS 3" TYP. LAP SPLICE LENGTH SCHEDULE (IN .) COLUMN TYP. BAR SIZE fm=2,000 PSI CONCRETE REINFORCING DETAILS: #3 18 BEAM TYP. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING WALLS. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES OF THE OPENINGS. #4 24 EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 2'-0" PAST THE OPENING. PROVIDE ONE #5 FOR #5 30 SINGLE-LAYER REINFORCING AND TWO#5 FOR DOUBLE-LAYER REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH ' CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN #6 36 SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED #7 42 \ TO MATCH SLAB REINFORCING. PROVIDE TWO #4, 4'-0" LONG DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. #8 53 LOW POINT (ANTICIPATED CONCRETE ACCESSORIES: NOTES: DEFLECTION AT HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR MID-BAY Y2 INCH) APPROVED. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON, TYPE D2L (]CC ESR-2907), OR APPROVED. 1. FOR CENTER-TO-CENTER SPACING LESS THAN 5db, MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE STUDS AND D.B.A. SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD SPACING BETWEEN BARS. EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. 2. FOR MASONRY CLEAR COVER LESS THAN 5db, MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE CLEAR METAL DECK, BEAMS, AND GIRDERS WILL DEFLECT DURING PLACEMENT OF CONCRETE. CONTRACTOR SHALL COVER. ACCOUNT FOR THIS DISPLACEMENT BY PROVIDING ADDITIONAL CONCRETE AT CENTER OF SPANS. THE INTENT IS TO CONSTRUCT LEVEL FLOORS WITHIN EACH BAY, OR STRAIGHT SLOPES ON ROOF BAYS, AND TO PROVIDE APPROVED POST INSTALLED ANCHORS 3. NOTES 1 AND 2 SHALL NOT BE CONCURRENT. USE THE LARGER RESULTING LAP LENGTH OF THE TWO THE MINIMUM THICKNESS OF CONCRETE OVER METAL DECK THAT IS CALLED FOR PLANS ANCHORS TYPE ALTERNATE WHEN BOTH CONDITIONS OCCUR. EXPANSION HILT] KWIK BOLT TZ (ICC ESR- 917) SIMPSON STRONG-BOLT 2(ICC ESR-3037) 4. FOR EPDXY COATED BARS , MULTIPLY LAP LENGTHS BY 1.5. 1 CONCRETE SCREW HILTI KWIK HUS-EZ(ICC ESR-3027) SIMPSON TITEN HD (ICC ESR-2713) REINFORCING STEEL COVER EPDXY ADHESIVE HILT[ HIT-RE 50OSD (ICC ESR-2322) SIMPSON SET-XP (ICC ESR-2508) ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. USE COVER Drawing: DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. ANCHORS EXPOSED TO MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1Y" EARTH STEEL,OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS 1%"(#5 AND SMALLER) GENERAL STRUCTURAL NOTES MASONRY FACE EXPOSED TO EARTH OR WEATHER PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER 2" (#6 AND LARGER) FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES MASONRY ACCESSORIES: OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS STEEL. Job No: 213043 MASONRY ANCHORS Date: 10/21/13 ANCHORS TYPE ALTERNATE Sheet No: EXPANSION HILTI KWIK BOLT 3(ICC ESR-1385) SIMPSON WEDGE-ALL (ICC ESR-1396) ADHESIVE HILTI HIT-HY 200 ([CC ESR-3187) SIMPSON SET ([CC ESR-1772) SOm3 GENERAL STRUCTURAL NOTES CONT , SAWN LUMBER: GLUED LAMINATED MEMBERS: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1, SIE A PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED AND BE THE SPECIES AND GRADE AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER, OR OTHER CODE- APPROVED NOTED BELOW: DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. EACH MEMBER SHALL BEAR AN AITC OR SCOTTI EDWARDS ARCHITECTURE LLP SAWN LUMBER APA-EWS IDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE 2525 E. Burnside St., Portland, OR 97214 WESTERN SPECIES INDUSTRIAL (HIDDEN), OR APPEARANCE CLASSIFICATION, AND OF THE STRENGTH INDICATED phone:(503) 226-3617 www.seellp.com USE SPECIES/GRADE Fb (PSI) (BASE VALUE) BELOW: DIM. LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO. 2 900 GLUED LAMINATED MEMBERS BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO. 1 1350 COMBINATION HORIZONTAL POSTS DOUGLAS FIR-LARCH NO. 1 1200 SYMBOL USE FLEXURAL MODULUS OF SHEAR STRESS ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED, UNLESS AN APPROVED (SPECIES) STRESS, Fb (PSI) ELASTICITY (PSI) FV (PSI) MOISTURE BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE Lm MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE 24F-V4 (DF/DF) SIMPLE 2,400 1,800,000 240 DRAWINGS.ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS, UNLESS NOTED OTHERWISE ON 24F-V8 (DF/DF) CONT. OR CANT. 2,400 1,800,000 240 ®CONSTRUCTION, INC. THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURERS REQUIREMENTS. IFA AVIATION • COMMERCIAL • INDUSTRIAL SUBSTITUTION IS MADE,A DOCUMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL OUTLINING THE FRAMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED FRAMING ACCESSORIES.ALLOWABLE LOADS FOR THE SIMPSON ACCESSORIES SHALL BE TABULATED ALONG WITH ALLOWABLE LOADS FOR THE GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON GLT OR AS APPROVED BY SER. SUBSTITUTED ACCESSORIES,WHICH CLEARLY INDICATE THE SUBSTITUTED ACCESSORIES HAVING AN EQUAL OR GREATER CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE OR B-TYPE OF SIZE RECOMMENDED ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. . FOR THE MEMBER. FIELD NOTCHING AND BORING OF BEAMS NOT ALLOWED UNLESS APPROVED BY SER. Consulting Engineers FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO ASTM F 1667, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES AND NER-272 COLUMNS SHALL BE WESTERN SPECIES FRAMING, INDUSTRIAL (HIDDEN). APPEARANCE CLASSIFICATION WITH "POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION." NAILS SHALL BE COMBINATION SYMBOL`3. 111 SW 5th Avenue IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURER'S NAME AND NES Suite 2500 REPORT NUMBER, NAIL SHANK DIAMETER,AND LENGTH AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO PREMANUFACTURED WOOD JOISTS: Portland, Oregon 97204 FRAMING. NAILING NOT SHOWN SHALL BE AS INDICATED ON OSSC TABLE 2304.9.1 OR NER-272. THE FOLLOWING DESIGN OF THE PREMANUFACTURED JOIST SYSTEM SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 503-227-3251 NAIL SIZES SHALL BE USED: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY TRUS-JOIST, OR AN APPROVED EQUAL, CONFORMING TO APA EWS STANDARD PRI-400, PERFORMANCE STANDARD FOR APA EWS I-JOISTS. ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS ICC APPROVED, IS COMPATIBLE WITH THE LOAD CAPACITY, DIMENSIONAL, AND FIRE RATING FRAMING NAILS REQUIREMENTS OF THE PROJECT, AND HAS LVL FLANGES. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ROOF JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE MINIMUM PENETRATION INTO WIND UPLIFT BELOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT NAIL TYPE SHANK DIAMETER (IN.) FRAMING MEMBER (IN.) THE JOB SITE AS REQUIRED TO VERIFY THE PROPER INSTALLATION IN WRITING, TO THE ARCHITECT. JOISTS SHALL BE DESIGNED FOR THE LOADS SPECIFIED BELOW. DESIGN SHALL ALSO CONFORM TO THE FOLLOWING MINIMUM DEFLECTION CRITERIA: L/480 (FLOOR LIVE LOAD), L/360 (FLOOR DEAD LOAD PLUS LIVE LOAD AND ROOF 6d 0.113 1.250 LIVE LOAD), AND L/240 (ROOF DEAD LOAD PLUS LIVE LOAD.)* IN ADDITION TO SELF WEIGHT AND ADDITIONAL T H E ADRIENNE 8d 0.131 1.500 LOADS INDICATED ON THE PLANS, THE PREMANUFACTURED WOOD JOIST SYSTEM SHALL BE DESIGNED TO 10d 0.148 1.625 RESIST THE FOLLOWING M!NIMUM LOADS. 12d 0.148 1.625 PREMANUFACTURED WOOD JOISTS 7148 SW GONZAGA STREET 16d 0.148 1.625 FLOOR LOADS PSF TIGARD, OREGON 97223 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. FLOOR DEAD LOAD 25 CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO OSSC SECTIONS 2308.8.2, 2308.9.10 AND FLOOR LIVE LOAD 40 2308.10.4.2. ROOF DEAD LOAD 45 ROOF LIVE LOAD 40 \ �ED PROFFsS WOOD STRUCTURAL PANELS: NET WIND UPLIFT 15 �� ��15 N�F� 9 WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR ENGINEERED COMPOSITE LUMBER: CONSTRUCTION AND INDUSTRIAL PLYWOOD", "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER (MICROLAM), PARALLEL OR GON WOOD-BASED STRUCTURAL-USE PANELS", OR "APA PRP-108 PERFORMANCE STANDARDS". UNLESS NOTED, STRAND LUMBER (PARALLAM), AND LAMINATED STRAND LUMBER (TIMBERSTRAND) SHALL BE OF THE SIZE AND PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUAL. MEMBERS SHALLFfl9(p L1 DRAWINGS. HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW EXPIRES 12-31-13 SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ENGINEERED COMPOSITE LUMBER MANUFACTURER. ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO COMPOSITE LUMBER TYPET MODULUS OF ELASTICITY ALLOWABLE FLEXURAL SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, (PSI) STRESS (PSI) TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. WHEN ROOF SHEATHING IS NAILED DIRECTLY TO BLOCKING. THE BLOCKING SHALL BE NAILED TO SUPPORT MEMBERS WITH A MINIMUM OF 16d PSL 2,000,000 2,900 NAILS AT 4" O.C. SUB-FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. LVL 1,900,000 2,600 SUB-FLOOR PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO BE GLUED AT THE T&G JOINT. SHEAR LSL 1,500,000 2,350 WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE BLOCKED WITH 2x FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED ON OSSC TABLE 2304.9.1. ALL FLEXURAL STRESS NOTED ABOVE ARE FOR A 12-INCH MEMBER. DEEPER MEMBERS SHALL BE DESIGNED FOR NAILS SHALL BE COMMON NAILS EXCEPT USE RING SHANK FOR ROOF SHEATHING. REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. WOOD STRUCTURAL PANEL SHEAR WALLS: SHEAR WALL SHEATHING TO BE PLYWOOD OR OSB PANELS CONFORMING TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. SHEATHING SHALL BE APPLIED EITHER HORIZONTALLY OR VERTICALLY. SHEET SIZES SHALL BE 48 UNLESS AT BOUNDARIES OR FRAMING CHANGES. NAIL HEADS SHALL BE DRIVEN FLUSH WITH SHEATHING. DO NOT PENETRATE SURFACE PLY WITH NAIL HEADS. IF NAIL HEADS ARE NOT FLUSH NOTIFY E.O.R. ALL SHEAR WALL PANEL SHEATHING EDGES SHALL BE BLOCKED. EDGE NAILS SHALL BE AT LEAST 3/8" FROM EDGES AND ENDS OF PANELS. STAGGER NAILING ON EDGES. Drawing: GENERAL STRUCTURAL NOTES CONT. Job No: 213043 Date: 10/21/13 Sheet No: S004 STATEMENT OF SPECIAL INSPECTIONS AND TESTING SIE A SPECIAL INSPECTIONS SCOTTIEDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS TABLE 2 CONTINUED - REQUIRED STRUCTURAL SPECIAL INSPECTIONS phone:(503) 226-3617 www.seallp.com INSPECTION INSPECTION r - SYSTEM or MATERIAL REMARKS SYSTEM or MATERIAL REMARKS IBC CODE CODE or STANDARD FREQUENCY IBC CODE CODE or STANDARD FREQUENCY REFERENCE REFERENCE Continuous Periodic SOILS REFERENCE REFERENCE Continuous Periodic MASONRY LEVEL 1 CONTINUED VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE DURING MASONRY CONSTRUCTION: TO ACHIEVE THE DESIGN BEARING CAPACITY. X ACI 5301.15 ®CONSTRUCTION INC. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. ACI 530.13.3G X AVIATION - COMMERCIAL - INDUSTRIAL VERIFY EXCAVATIONS ARE EXTENDED TO PROPER TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING ACI 5301.15 - DEPTH AND HAVE REACHED PROPER MATERIAL. X OTHER DETAILS OF ANCHORAGE OF MASONRY TO ACI 530 1.2.2(e) X STRUCTURAL MEMBERS, FRAMES OR OTHER ACI 530 2.1.4 PERFORM CLASSIFICATION AND TESTING OF CONSTRUCTION. 1704.5.1 ACI 530 3.1.6 CONTROLLED FILL MATERIALS. X 1704.5.2 ACI 530 1.13 . 1704.7 GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER(a) SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. 1704.5.3 ACI 530 1.15 X ACI 530.1 2.4 VERIFY USE PROPER MATERIALS, DENSITIES AND ACI 530.1 3.4 Consulting Engineers LIFT THICKNESSES DURING PLACEMENT AND X ACI 530 1.15 COMPACTION OF CONTROLLED FILL. WELDING OF REINFORCING BARS. ACI 530 2.1.10.7.2 X ALL WELDS VISUALLY INSPECTED PER AWS DIA 7.5 111 SW 5th Avenue ACI 530 3.3.3.4(b) Suite 2500 PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVEPortland, Oregon 97204 PROTECTION OF MASONRY DURING COLD WEATHER ACI 5301.15 SUBGRADE AND VERIFY THAT SITE HAS BEEN X (TEMPERATURE BELOW 40°F)OR HOT WEATHER 2104.3 ACI 530.1 1.8 C X 503-227-3251 PREPARED PROPERLY. (TEMPERATURE ABOVE 90°F) 2104.4 ACI 530.1 1.8 D PRIOR TO GROUTING: GROUT SPACE IS CLEAN. ACI 5301.15 X TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS ACI 530.13.2D PLACEMENT OF REINFORCEMENT AND CONNECTORS ACI 5301.15 X INSPECTION AND PRESTRESSING TENDONS AND ANCHORAGES. ACI 530.1 3.4 SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS PROPORTIONS OF SITE-PREPARED GROUT AND 1704.5.1 ACI 5301.15 X PRESTRESSING GROUT FOR BONDED TENDONS. 1704.5.2 ACI 530.1 2.6 B REFERENCE REFERENCE I Continuous Periodic 1704.5.3 ACI 530 1.15 THE ADRIENNE CONSTRUCTION OF MORTAR JOINTS. X FABRICATORS GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE ACI 530.1 3.3 B WHERE FABRICATION OF STRUCTURAL LOAD-BEARING COMPLIANCE WITH CODE AND CONSTRUCTION ACI 5301.15 X DOCUMENT PROVISIONS. ACI 530.1 3.5 MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL PREPARATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS AND/OR PRISMS SHALL BE 2105.2.2 ACI 530 1.15 7148 SW GONZAGA STREET FABRICATORS 1704.2 X INSPECTION OF THE FABRICATED ITEMS SHALL BE 2105.3 ACI 530.1 1.4 X TIGARD, OREGON 97223 REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS S THE SPECIAL INSPECTION PROGRAM. REFERENCE OF THE CONSTRUCTION DOCUMENTS AND THE ACI 530 1.15 X SECTION 1704.2.2 FOR FABRICATOR APPROVAL. APPROVED SUBMITTALS SHALL BE VERIFIED. ACI 530.1 1.5 CONCRETE STEEL 1704.4 ACI 318 1.3.2.0 FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS \S���ED IPROFeS REINFORCING STEEL PLACEMENT 1907.5X 1704.3 ASTM A6 G NF 1913.4 ACI 318 7.5 MATERIAL VERIFICATION OF STRUCTURAL STEEL X(a) CERTIFIED MILL TEST REPORTS 15,773�Q v� 2203.1 AISC 360 A3.1 1704.3.1 ACI 318 3.5.2 MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS 1704.3 AISC 360 A3.3 X MANUFACTURER'S CERTIFIED TEST REPORTS WELDING REINFORCING STEEL 1903.1 AWS D1.4, SECTION 7 REFER TO STEEL FOR WELDING REQUIREMENTS 1704.4 MATERIAL VERIFICATION OF ANCHOR BOLTS AND THREADED RODS 1704.3 AISC 360 A3.4 X MANUFACTURER'S CERTIFIED TEST REPORTS OR GO �9,y �g9`ti PLACEMENT OF CAST-IN-PLACE ANCHOR BOLTS 1911.1 1912.1 ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS FQgID �1 PgQ�F 1704.4 VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS ExaIREs 12-31-13 1904 ACI 318 1.3.2.A VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS VERIFYING USE OF REQUIRED MIX DESIGN(S) 1905.24 ACI 318, CHAPTER 4 ACI X 1913.2 3185.2-5.4 COMPLETE AND PARTIAL PENETRATION GROOVE X 1913.3 WELDS 1704.4 ACI 318 1.3.2.D MULTIPASS FILLET WELDS AWS D1.1 X CONCRETE PLACEMENT X 1704.3.1 SECTION 6 ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 1905.9-10 ACI 318 5.9-5.10 SINGLE PASS FILLET WELDS GREATER THAN 5/16" X CONCRETE PLACEMENT AT COMPOSITE SLABS 1704.4 ASCE 9, CHAPTER 3 X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO X 5116" 1704.4 ICC EVALUATION ACI 318 1.3.2.D 1703.4.2 SPECIAL INSPECTIONS APPLY TO DECKING TYPE, CONCRETE CURING 1905.11-13 ACI 318 5.11-5.13 X INSTALLATION OF COMPOSITE SLAB DECKING 1704.13.3 REPORT ASCE 9 X DEPTH, GAUGE, AND FASTENING 1913.9 CHAPTER 3 ERECTION OF PRECAST MEMBERS 1704.4 ACI 318 1.3.2.E X ALL CONNECTIONS VISUALLY INSPECTED REFER TO FLOOR DECK WELDS AWS D1.3 SECTION 7 X ALL WELDS INSPECTED PER AWS D1.3 7.1 ANCHOR BOLT AND WELDING REQUIREMENTS WELDING STUDS EXCEPT AS NOTED OTHERWISE X 1704.4 SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND 1704.3 AWS D1.1 SECTION 7 ALL WELDS VISUALLY INSPECTED PER AWS DIA 7.8 VERIFICATION OF FORMWORK ACI 318 6.1.1 X DIMENSIONS OF THE CONCRETE MEMBER BEING WELDING STUDS IN STRUCTURAL DIAPHRAGMS X 1906.1 FORMED WELDING STAIR AND RAILING SYSTEMS AWS DIA SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 MASONRY LEVEL 1 RCSC SPECIFICATION FOR STRUCTURAL AT THE BEGINNING OF MASONRY CONSTRUCTION: SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION 1704.3.3.2 JOINTS USING ASTM X ALL CONNECTIONS VISUALLY INSPECTED PREPARATION OF ANY PRE-CONSTRUCTION PRISM A325 OR A490 BOLTS TESTS X REFERENCE PROJECT SPECIFICATIONS SECTION 9 PROPORTIONS OF SITE-PREPARED MORTAR ACI 530 1.15 X MATERIAL VERIFICATION OF REINFORCING STEEL FOR X CERTIFIED MILL TEST REPORTS 1704.5.1 ACI 530.1 2.6 A WELDING 1704.5.2 ACI 530 1.15 MATERIAL VERIFICATION OF WELD FILLER METALS X MANUFACTURER'S CERTIFIED TEST REPORTS AWS D1.4 CONSTRUCTION OF MORTAR JOINTS 1704.5.3 ACI 530.1 3.3 B X VERIFYING USE OF PROPER WPS'S 1704.3.1 ACI 318. X COPY OF WELDING PROCEDURE SPECIFICATIONS 4 SECTION 7 S LOCATION OF REINFORCEMENT, CONNECTORS, ACI 530 1.13ACI 530.1 3.4 X VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS PRESTRESSING ANCHORS AND ANCHORAGES ACI 530.1 3.6 A WELDING REINFORCING EXCEPT AS NOTED OTHERWISE I X ALL WELDS VISUALLY INSPECTED PER AWS DIA 7.5 Drawing: STATEMENT OF SPECIAL INSPECTION AND TESTING Job No: 213043 Date: 10/21/13 Sheet No: S005 STATEMENT OF SPECIAL INSPECTIONS AND TESTING CONT. SIE A SPECIAL INSPECTIONS TESTING SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 TABLE 2 CONTINUED - REQUIRED STRUCTURAL SPECIAL INSPECTIONS TABLE 6 - REQUIRED TESTING for SPECIAL INSPECTIONS phone:(503) 226-3617 www.sealip.com INSPECTION TESTING _ SYSTEM or MATERIAL IBC CODE CODE or STANDARD I FREQUENCY REMARKS REFERENCE REFERENCE Continuous Periodic SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS POST INSTALLED CONCRETE ANCHORS REFERENCE REFERENCE Continuous Periodic SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT GEOTECHNICAL NAME,TYPE,AND DIMENSIONS, HOLE DIMENSIONS, Lm INSTALLATION IN HARDENED CONCRETE AND 1703.4.2 ICC EVALUATION COMPLIANCE WITH DRILL BIT REQUIREMENTS, FILL IN-PLACE DENSITY OR PREPARED VARIES; MINIMUM PER X BY THE GEOTECHNICAL ENGINEER COMPLETED MASONRY 1704.13.3 REPORT X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE SUBGRADE DENSITY IBC APPENDIX J107.5 -CONSTRUCTION, INC. EXPIRATION DATE,ANCHOR/ADHESIVEINSTALLATION, AVIATION • COMMERCIAL • INDUSTRIAL ANCHOR EMBEDMENT, AND TIGHTENING TORQUE 1704.7 VARIES; CLASSIFICATION —_ WOOD MATERIAL VERIFICATION AND TESTING OF CONTROLLED FILL X BY THE GEOTECHNICAL ENGINEER FABRICATION OF PREFABRICATED STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS MATERIALS VERIFY STRUCTURAL PANEL GRADE AND THICKNESS. VERIFY NOMINAL SIZE OF FRAMING MEMBERS AT CONCRETE 1704.6.1, ADJOINING PANEL EDGES.VERIFY NAIL OR STAPLE CONCRETE STRENGTH ASTM C39 FABRICATION OF HIGH-LOAD DIAPHRAGMS: TABLE X EACH 150 CY NOR LESS Consulting Engineers 2306.3.2 DIAMETER AND LENGTH, NUMBER OF FASTENER LINES CONCRETE SLUMP ASTM C143 THAN EACH 5000 SF OF AND SPACING BETWEEN FASTENERS IN EACH LINE AND 1704.4 1905.6 FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED AT EDGE MARGINS CONCRETE AIR CONTENT ASTM C231 SLAB OR WALL PLACED 111 SW 5th Avenue SPECIAL INSPECTIONS APPLY TO HOLDOWN ANCHOR CONCRETE TEMPERATURE ASTM C1064 EACH DAY Suite 2500 PREFABRICATED WOOD SHEAR PANELS 1703.4 ICC EVALUATION Portland, Oregon 97204 1704.13.3 REPORT X SIZE AND PLACEMENT, INCLUDING EMBEDMENT 503-227-3251 LENGTH, SPACING,AND EDGE DISTANCE EACH 50 CY NOR LESS SHOTCRETE STRENGTH 1704.4 1913.10 ASTM C39 THAN EACH 5000 SF OF WALL PLACED EACH DAY TABLE 4 - REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE MASONRY INSPECTION ASTM C62 ASTM C216 ASTM C652 SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS UNIT STRENGTH METHOD 2105.2.2.1 ASTM C476 REFERENCE REFERENCE Continuous TPenodic ASTM C55 GENERAL PRISM TEST METHOD 2105.3 ASTM C1314 ASTMTESTING EVERY 5,000 C90 THE ADRIENNE DESIGNATED SEISMIC-V LOAD-RESISTING SYSTEMS REFERENCE GENERAL STRUCTURAL NOTES FOR SF (SLRS) IN STRUCTURES OF SEISMIC DESIGN CATEGORY X OUTLINE OF (SLRS)SYSTEM. REFERENCE TABLE 4 FOR STEEL C, D, E OR F 1705.3 1707.1 MATERIAL SPECIFIC INSPECTIONS REQUIREMENTS.DESIGNAT7148 SW GONZAGA STREET STRUCTURES OF SEISMIC DESIGN CATEGORY D, E OR F MAGNETIC PARTICLE(MT)AND MT-AWS D1.1 6.14.4 UT- ED SEISMIC SYSTEMS (SECONDARY) IN X REQUIREMENTS REFERENCE TABLE N1 AND N2 FOR INSPECTION ULTRASONIC (UT)TESTING OF WELDS AWS D1.1 6.13&6.14.3 PER DRAWINGS TIGARD, OREGON 97223 STRUC CONCRETE PRE-CONSTRUCTION TESTING OF EACH SIZE AND TYPE OF MATERIAL VERIFICATION OF REINFORCING STEEL AND WELDING STUDS 1704.3.1 AWS D1.1 7.7.1 STUD EACH SHIFT POST TENSIONING TENDONS USED IN MOMENT 1706.3 X CERTIFIED MILL TEST REPORTS PRE-INSTALLATION TESTING OF WELDING EACH STUD SIZE AND RESISTING FRAMES AND SHEAR WALL BOUNDARY STUDS WELDED THROUGH DECKING 1704.3.1 AWS D1.1 7.6 DECK GAUGE E� PROFESS ELEMENTS COMBINATION WOOD RCSC SPECIFICATION EACH COMBINATION OF �� �GIN CONNECTIONS FOR DIAPHRAGM CHORDS, PRE-INSTALLATION VERIFICATION OF FOR STRUCTURAL DIAMETER, LENGTH, 15,773 AND HOEDOWNS F °9 - COLLECTORS, BRACING, AND SHEAR WALL ANCHORAGE X ALL CONNECTIONS VISUALLY INSPECTED PRETENSIONED HIGH STRENGTH BOLTS 1704.3.1 JOINTS USING ASTM GRADE, AND LOT TO BE FASTENING OF DIAPHRAGM AND SHEAR WALL A325 OR A490 BOLTS USED IN THE WORK SHEATHING WITH EDGE NAILING <4" X SECTION 7 ✓90 21 g�ti D L. TABLE 5 - REQUIRED SPECIAL INSPECTIONS for WIND RESISTANCE TABLE 7 - REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS FxP,FEs 12-31-13 INSPECTION TESTING SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS REFERENCE REFERENCE Continuous PeriodicFREQUENCY REFERENCE REFERENCE ROOF CLADDING AND ROOF FRAMING CONNECTIONS X WALL CONNECTIONS TO ROOF AND FLOORX MASONRY DIAPHRAGMS AND FRAMING ROOF AND FLOOR DIAPHRAGM SYSTEMS, INCLUDING ENGINEERED MASONRY IN OCCUPANCY 1708.1.3 CERTIFICATES OF COMPLIANCE OR PRISM TESTING COLLECTORS, DRAG STRUTS AND BOUNDARY X REFER TO TABLE 2 MATERIALS RELATED SPECIAL CATEGORY I, II, III TABLE 1708.1.2 PER TABLE 6 ELEMENTS 1705.4.2 INSPECTIONS VERTICAL WINDFORCE-RES[STING SYSTEMS, INCLUDING X 70k, BRACED FRAMES, MOMENT FRAMES AND SHEAR WALLS (Z- WINDFORCE-RESISTING SYSTEM CONNECTIONS TO THE X FOUNDATION STATEMENT OF SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704 OF THE 2010 OSSC. REFER TO TABLES 1 THROUGH 5 FOR SPECIAL INSPECTION AND TABLES 6 AND 7 FOR TESTING REQUIREMENTS. 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE),ASTM A880 (STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE [STRUCTURAL] [ENGINEER] [ARCHITECT]A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, [STRUCTURAL] [ENGINEER] [ARCHITECT], CONTRACTOR, Drawing: AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT INDICATION THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. STATEMENT OF SPECIAL INSPECTION AND TESTING Job No: 213043 Date: 10/21/13 Sheet No: 1 2 3 4 5 1X-10X-10X" 04" 25'- " 24-3Y2.' 23'-0" S E A T-0" 4.-0.. SCOTTIEDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seellp.com 5 co r7 337 - �t' I I I - (-2.50') - y„ 6' 0" 4' 0" 4'-0" 5'-OYz" "Y2" 4'-0" 6'-0" 9'-1Yz" „ CO 1 ®CONSTRUCTION, INC. OPP S5.4 (-2.00 I 1 ') AVIATION • COMMERCIAL • INDUSTRIAL s5.a 7'-9" 9'-7" 5'-p" I I I � 7 8 S5.2 S5.2 Consulting Engineers I - - _ _0') (-6.00') 111 SW 5th Avenue Suite 2500 l L II Portland,Oregon 97204 /T 0 503-227-3251 2 I I 1 1 I r. S5.2 TYP. S5.3 S5.3 � TLYI P_ TYP. r I I F_ � PAVEMENT � U) 2 REF. CIVIL S5.2 I I DRAWINGS TYP. I 2 6 o I 2 +�a TYP.S5.1 � I I 55.1 I ��+6+�e SIM. S5.1 'pre �6+�a THE ADRIENNE 5 �� CONTROL JOINT I I S o S S5.2 TYP 7148 SW GONZAGA STREET Lo REF. 1/S5.1 I I " ICD I I TIGARD, OREGON 97223 I S S B I - I - - - LI 4 � I QED PROFFs O f I I TYP. S5.1 3 J O 1� - - �J U.N.O. I I S5.2 I O L - O ��15,773 v (-2.00') � p - I I D (-2.50') I I (-2.50') I (-2.50') - OR 4"SLAB ON GRADE I I o ✓qN 21 19�ryF wl#4 @ 16"o.c. o 0 1" I I N I p9lD L Pg�\ AT CL OF SLAB c11 I I � exPllzEs 12-31-13 5 1' 0" I EL. 0.00' I I I S52 I I I I I I I I U�cm I /777 CD I I I I I I I I EL.-1.50' 4 55.1 TYP. SLOPE TO DRAIN SLOPE TO DRAIN - .... "r?. i'(iiv:.Sir I U.N.O. 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A q (-2.001) B 2 1 O (-2.00') C S5.2 (-2.59) S5.4 C O O (-2.00') TYP. O C(-z.00') (-2.00') Drawing: FOUNDATION PLAN NOTES: 1. FOR GENERAL STRUCTURAL NOTES REF.S0.2 THRU S0.4. 5. EL. X'-XX" INDICATES TOP OF SLAB ELEVATION. 9. i77INDICATES CHANGE IN ELEVATION. 13. INDICATES JAMB BARS. REF. 1/S5.3 FOR DETAILS. 2. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE 6. REF. S5.1 AND S5.2 FOR TYP. CONCRETE DETAILS. 10. S S INDICATES STEP IN FOOTING ELEVATION. REF.5/S5.1. SLOPES, DRAINS, ETC, WITH ARCHITECTURAL DRAWINGS 14. INDICATES EXPOSED CONCRETE SLAB,SLOPED TO DRAIN. PRIOR TO START OF CONSTRUCTION. 7. INDICATES SOLID GROUTED a"CMU WALL. 11. ALL FULL HEIGHT, NON-BEARING WALLS REQUIRE REF.ARCH. Job NO: 213043 REF. GENERAL STRUCTURAL NOTES FOR REINF. DEFLECTION HEADS. 3. O INDICATES FOOTING TYPE. REF. 1/S5.1 FOR SCHEDULE. U.N.O. REF.ARCH. DRAWINGS FOR LOCATIONS AND OPENINGS. 12. REF.ARCH., MECH.,AND ELEC. DRAWINGS FOR SLEEVES, Date: 10/21/13 BLOCKOUTS AND OTHER ITEMS TO BE COORDINATED w/ 4. (XX.XX') INDICATES BOTTOM OF FOOTING ELEVATION. 8. REF. SHEET S5.3 FOR TYP. CMU DETAILS. STRUCTURAL DRAWINGS. Sheet NO: FOUNDATION PLAN Z 1 2 3 4 5 13'-10Ya" 25'44" 24'-3Yz" 23'-0" S E A SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 3 G5 4 6 S6.2 S6.2 phone:(503) 226-3617 www.seelip.com SIM. 10 S5.4 +p+��0 S5.3 S6.2 s +� OGc,. 56.2 g`°b `, �P' C? HSS6x4x/ HSS6x4x% �p+`��� . cod�yQ Ir O .-- - - - - - - - - - - - - - - T - - - - - T - - - - - T T - - - - - - - - T - - - - - - r - - - - - - - - -r - - - - - - r - - -r - - - - - - r - - - - - - - - - - - - - - - W18x35[241 - - - - - - - - - - - - - - 1 - - - - _ - - - - - '�' - - - - - - 1 - - - - - - - _ 'i' - - - - - - 1 - - - - - _ - 1 - - - - - - 1 - - - - - - - - 1 - - _ - - _ 1 - - - - - - - - - - - - - - - - c -, HSS6x4 x x v v 12 TYP. S5.3 AT co S5.3 (m TYP.AT WALL = a:HEADER AVIATION . COMMERCIAL INDUSTRIAL ON, 11'-9Ya" • W8x10[4] W8x10 [4] m � X O O � 2 O (O �_ � m 56.2 � A TYP. a v A A _ � V z Consulting Engineers w8x10 [4] v v N E L4x4xy o a o v m 111 SW 5th Avenue N N Z 7 TYP. = I Suite 2500 M N Lo N Min LO K Portland,Oregon 97204 Q ro co vx �x ® S5.3 TYP. ® c x oxo v cii 503-227-3251 N 3 - - - - - - - - - - - - - I - - - - - - - - - - - - 8 I I S6.2 87 1 1 TYP _� HSS6x4 S6.1 TYP TYP S6.2 6 I I 56.2 TYP S5.3 I I W8x18[8] TYP. l9 EL. 14'-0" 9 I 1 _p_ 1 S6.2 1 S6.1 Ty P. i i S6.2 .TYP. I 1 THE ADRIENNE EQ. EQ. I 1 - - - - - _ 5'-11Y&" 10'-4Y4" EQ. EQ. I I I 1 I CMU WALL�1 1 2 3 1 1 BELOWI 2_q" 7148 SW GONZAGA STREET h I S6.2 S6.1 1 1 TYP. I L i TYP. TYP, i i3 i TIGARD, OREGON 97223 BI _ W14x22 [12] W18x35 [28] 1 S5.3 AL F LJ LJ _ I W18x35 [16] W21x44 [28] I Lj3 I 1 1 I 4 S5.3 1 1 S6.1 I 2 4 3" 8 D PROF TYP. 'cS I TYP. S6.2 S6.1 TYP. 3 56.1 TYP. �� F`ssi O EQ. EQ. i i 56.1 TYP. �� 15 73 9 7 ti S6.1 GJ. ✓ qN 2t �g0 I 55 O� �� 1 I I 6 TYP. ���OG 9gID Qin 1 I I I I I S5.3 �D'''`\ 1c, I I 1 1 TYP. Q ap-1REs 12-31-13 1 1 1 I I I I W8x18[8] I I 1 i i m W12x26181 ` , I I I 1 I 8 HSS6x4xY 8 l i TYP. S6.1 I S6.2 TYP. io I A A I I A A N 5 5 1 5 m S6.2 v v 41YI' S5.3 I S5.3 I m IR, 1 1 TYP. I I SIM. o v o a m L J L N _ N N N M N co i N M N m N M X I N N M N M I x_ x_ ro v m STAIR x x `>Y x x x m OD co -It OPENING I = o co co co I REF.ARCH. m I I W8x10[4] W8x10[4] I � I N I I I G5 1 EQ. EQ. 3'-3Ya" I m co co ,y�'�� cf) co I 13 1I C I W14x22 [8] W18x35 [18] W16x26 [18] W12x16 [8] I W1 6x26 [18] W18x35 [24] HSS6x4xYy - P4 E9 W12x16[8] L HSS6x4x� `r I p� ROOF DRAIN I `j PENETRATION I �-CANOPY BELOW 2'4" 2' 7" I HSS6x4x% 9 6 REF.ARCH. ✓ REF. 2152.5 10 S6.2 TYP S6.2 i Drawing: S6.2 I 4" 12'_9X" I _ J SECOND FLOOR FRAMING PLAN NOTES: 1. FOR GENERAL STRUCTURAL NOTES 4. EL.XX'-XX" INDICATES TOP OF SLAB ELEVATION. 7. INDICATES CONNECTION TYPE. REF. 8. _,�_ INDICATES MOMENT CONNECTION. 11. REF.4/S6.2 FOR TYPICAL DECK REF. SO.2 THRU SO.4. SHEET S6.1 FOR SCHEDULE AND REF. 8/S6.2 FOR DETAIL. REINFORCING AT OPENINGS. 5. INDICATES NUMBER OF 3/"0 x4,V' CONNECTION DETAILS. �j� 2. VERIFY ALL DIMENSIONS, ELEVATIONS, [XX] HEADED STUDS EVENLY DISTRIBUTED 9. / 71 INDICATES STEP IN SLAB ELEVATION. 12. INDICATES 8" SOLID GROUTED CMU FINISH SURFACE SLOPES, DRAINING, ALONG BEAM. BEAM DESIGNATION CONNECTION TYPE ETC. WITH ARCH. DRAWINGS PRIOR TO BEARING WALL. REF. GENERAL Job No: 213043 W8, W10111STRUCTURAL NOTES FOR REINF. START OF CONSTRUCTION. 6. INDICATES UPWARD CAMBER AT 10. D- 1 INDICATES SPAN DIRECTION OF 3" U.N.O. <X^> MIDSPAN. W12, W14 3 ti x18 GA. TYPE W DECK w/3"CONCRETE Date: 10/21/13 3. REF. SHEET S6.1 AND S6.2 FOR W16, W18 4 TOPPING w/WWF 6x6 W1.4xW1A. TYPICAL STEEL DETAILS. W21 L5j Sheet No: SECOND FLOOR FRAMING PLAND-- Z 1/4 -1 0 S2m2 8s'-s" 13'-10Y4" 25'44" 24'-3Y2" 23'-0" S E A SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 7 TYP. phone:(503) 226-3617 www.sealip.com HOLDOWN C 2 C C S5.4 GRD AT C C 2 C B S7.1 TYP. 11� s A I C A - ®CONSTRUCTION, INC. (2)2x4 @ 16"O.C. q)TYP . AVIATION • COMMERCIAL • INDUSTRIAL OFFSET STUDS 2 3 1 I +/ 4 q 2s71 s7.1 TYP Consulting Engineers TYP. C� r0+1 111 SW 5th Avenue C ® ® I I Suite 2500 b Portland,Oregon 97204 �� ® ® (,� B 503-227-3251 N �'1 r _ _ - _ _ _ _ _ - - dj e+g I 2X6 @ 16"O.c. «{y Ir - - - - - - - - - I I ; I A ; I I I I I 4 Q+s i I I S7.1 TYP. 5'-11%4" 10'-3." Ib THE ADRIENNE B 4LOCATION CMU WALL C C�� B GN STUDS THIS BELOW I ALIGN STUDS THIS7 FOR 7148 SW GONZAGA STREET TYP. 37 3 VERTICAL DUCT I �^�ti LOCATION FOR B ,�� VERTICAL DUCT (2)2x4 @ 16"o.c. g TIGARD, OREGON 97223 I U.N.O. PLACEMENT }6 ; I I A G 5 PLACEMENT OFFSET STUDS 1 REF. ARCH. A I REF.ARCH. B — (2)2x4 @ 16"O.C. I+ �o I I 0 1 OFFSET STUDS 2 I 3 S7.3 TYP. BRED PRDFFS G 111 9Y4" ; I 3' 3Y4" c U.N.O. NFFs�°9 15,773 'Q e I I I ay B -Fg 1 I ---- - --- - - - - � C �9 ro I ' A r _ _ _ _ _ _ _ _ _ _ _ - 0 � co I F NA9 21 �F SAID L ' I I I I I I EXPIRES 12-31-13 1 4 TYP. S7.1 I 1 I I � C i I A ; A C 04 I +9 �s B LJ 7 2x6 @ 16"o.c. 2x6 @ 16"o.c. S6.2 TYP. TYP. 7.1 HOLDOWN 2 GRID 1 2 1 s 2 3 1 1 3 2 C 2x6 @ 16"o.c. q S7.1 TYP. I A I 2 C C 2 I C 2 C — — — — — — Kil 11111111111 1111*717M 1111 111 1 11111 1111 11TIrlirrim 11-y"I 1111 INIff/ m=3--- 111111 1 11111111111 IlTrrrTrnTrr7rTrr7-n B C � C C C C C s7.1 2 7 P. Drawing: TYP. S6.2 HOLDOWN SECOND FLOOR BEARING WALL PLAN GRID C NOTES: 1. FOR GENERAL STRUCTURAL NOTES 4. INDICATES 2x4 @ 16"o.c.STUD LOAD 6. INDICATES 8"SOLID GROUTED CMU 8. POST TO OCCUR AT ALL GL BEAM REF. S0.2 THRU S0.4. BEARING AND SHEAR WALLS AT INTERIOR, WALL REF. GENERAL STRUCTURAL BEARING LOCATIONS AT BEARING AND 2x6 @ 16"o.c.AT EXTERIOR w/ 5/"PJ NOTES FOR REINF. REF.ARCH. DWGS. WALLS, REF. PLAN. 2. REF.ARCH. DRAWINGS FOR WALL ANCHORS @ 4'-0"o.c. U NLESS FOR LOCATIONS AND OPENINGS. LOCATIONS AND OPENING SIZES. OTHERWISE NOTED. ,Job NO: 213043 7. X INDICATES SHEAR WALL TYPE. 3. REF. S7.1 THRU S7.3 FOR TYPICAL 5. INDICATES LOCATION OF SIMPSON REF. 1/S7.1 REF.ARCH. DWGS. FOR Date: 10/21/13 WOOD DETAILS. HOLDOWN. REF. 3/S7.1 FOR SCHEDULE. SHEATHING SIDE. Sheet No: SECOND FLOOR BEARING WALL PLAN Z 2 . 2A 1 2 3 4 5 66,_6" 13'-10Ya" 25' 4Ya" 24'-3Yz" 23'-0" E A SCOTT EDWARDS ARCHITECTURE LLP 6 S6.2 2525 E. Burnside St., Portland, OR 97214 TYP. phone:(503) 226-3617 www.seallp.com A 1 q q / z q q 1 A HSS6x4 HSS6x4 HSS6x4 S1 W8x10 1 S�7.1 �P TYP. S7.2 1 o A r A HSS6x4 W12x16 I - W8x10 W8x10 I I G}s W 12x26 q II I A '°` 5 ®CONSTRUCTION, INC. S7.3 @} AVIATION COMMERCIAL INDUSTRIAL 5 N S7.3 11Y8'TJI 210 @ 16"o.c. N 1 zo 1 F � m cx 'cS 1 TYP. 2 J . c cD _ A S71 TYP �6 GL 3%�c12 Consulting Engineers LSTA36 2x12 STRAP 6+0 1 111 SW 5th Avenue I A Suite 2500 D- 1 I 11�/"TJI 210 @ 16"o.c. 11Yg' TJI 210 @ 16"o.c. A 11/e'TJI 210 @ 16"o.c. ® ® 117/8"TJI 210 @ 16"o.c. Portland,Oregon 97204 ��� 503-227-3251 N c�a 1b s 8 �fG it LSTA36 S6.2 OPP. 8 I I STRAP 11%-TJI 210 @ 12"o.c. TYP. TYP. S7.3 7 6 813 Lid (,� S7.2 HSS6x4 Wgx10 S7.2 S5.3 u'L c� TYP. TYP. TYP. 2x6 @ 16"o.c. �d 113/"TJI 210 @ 16"o.c. J M 9 55.3 THE ADRIENNE Al sr TYP. o EL. 25,_0„ x �ro A d 4 cD A o � � ' 1 7148 SW GONZAGA STREET A II II 6 ; Ii 11%"TJI 210 @ 16"o.c. I I A lb LSTA36 4 TIGARD, OREGON 97223 I I G� I STRAP I S7.2 TYP. B - 1 1 b+° I A +� 1 3 q 1 3 1 A Ep PROFFS S7.2 S7.2 S% G" TYP. A TYP. C LSTA36 GIN LSTA36 v A a?}s q ��+ STRAP q s a a 0 4 �+ 57.3 TYP. W8x10 �RgID L1. NIP M S7.2 1 IY8"TJI 210 16"o.c. c° @ EXPIRES 12-31-13 TYP. 6 HSS6x4 7 S7.2 S7.2 TYP. -� TYP. GL 6Y4xl2 I 8 I I LSTA36 S6.2 LSTA36 II I STRAP TYP. `O STRAP A 11%"TJI 210 @ 16"o.c.I I A 11%"TJI 210 @ 16"o.c. 11Y8'TJI 210 @ 16"o.c. I A 11Y8'TJI 210 @ 16"ox. A 11%"TJI 210 @ 16"o.c. m N GL BEAM *2 \1, J STAIR S7.2 OPENING TYP• 1 REF.ARCH. z1 1 1 N co X co S7.1 _ TYP. o Ud 5 co 1 o A S7.3 N 1 A F� 5 D- 1 S7.3 i i W8x10 I ' II II II I C _ W12x26 - A - 117/8-1 TJI 210 A - WEI HSS6x4 W 12x16 IIIIIIIII III 11111111111111 p` o HSS6x4 A � 1 A A 1 A A 1 q p� 1 W8x10 A HSS6x4 1 HSS6x4 57.1 TYP. S7.2 Drawing: TYP. 8 ss.2 NOTES: TYP. THIRD FLOOR FRAMING PLAN 1. FOR GENERAL STRUCTURAL NOTES 5. INDICATES 2x STUD BEARING WALL 8. i,, INDICATES 8" SOLID GROUTED CMU 10. D- 1 INDICATES SPAN DIRECTION OF 3"x18 REF. S0.2 THRU S0.4. REF.S2.2A. � �%/�///�� BEARING WALL. REF.GENERAL - GA.TYPE W DECK w/3"CONCRETE STRUCTURAL NOTES FOR REINF. TOPPING w/WWF 6x6 W1.4xW1.4 2. REF.ARCH. DWGS. FOR WALL 6. INDICATES LOCATION OF SIMPSON REF.ARCH. DWGS. FOR LOCATIONS AND LOCATIONS AND OPENINGS SIZES. HOLDOWN. REF. 3/S7.1 FOR SCHEDULE. OPENINGS. 11. POST TO OCCUR AT ALL GL BEAM Job No: 213043 BEARING LOCATIONS AT BEARING 3. REF. S7.1 THRU S7.3 FOR TYPICAL WOOD 7. INDICATES SHEAR WALL TYPE. 9. D-2 INDICATES SPAN DIRECTION OF %" WALLS, REF. PLAN. DETAILS. REF. 1/S7.1. REF.ARCH. DWGS. FOR PLYWOOD w/1 y"GYPCRETE TOPPING. Date: 10/21/•13 SHEATHING SIDE. ATTACH w/10d NAILS @ 6"o.c.AT 4. EL.XX'-XX" INDICATES TOP OF SHEATHING PLYWOOD EDGES AND 12"o.c.AT Sheet No: ELEVATION. INTERMEDIATE SUPPORTS. REF. 1/S7.3. a THIRD FLOOR FRAMING PLAN Z ) l/ --O" 1 2 3 4 5 86'-6" 13'-10Y4" _ 25'-4Y4" 24'-3Yx" 23'-0" S E A SCOTTIEDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 HEAT PUMP REF. MECH. phone:(503) 226-3617 www.seellp.com g MAX. OPERATIONAL WEIGHT 12 37,2 169 LBS. (8)LOCATIONS 57,2 TYP. — GL 37x12 AT � _ , r _ _ _ _ n EL. 35'-4;i° I I I I RTU-1 N I 1 t 4 I I I RTU-2 EL. 35'-4y" MAX. OPERATIONAL I I I I I I I I t I MAX. OPERA ZONAL WEIGHT 652 LBS. II L _ _ _ J 1 _ _ _ T1 L _ _ _ _ J L _ WEIGHT 652 BS. II r - - — � I I - - - J I- - - - - „ , INC. ®CONSTRUCTION I I I I I I I AVIATION • COMMERCIAL • INDUSTRIAL I -I r — — — N N r - - - - — � 57'2TJI 210 @112" r�i I BEARING II I ii I II 1 - - - Vi J � _ _ _ _ J L _ _ _ _ J O I i i � WALL BELO L — — — JI TYP. • to I I I I I I I I I J II I II I I I 1 II L _ _ _ 11_ -J I L _ _ _ _ -J I Consulting Engineers I I 5 111 SW 5th Avenue TYP. LSTA36 1 S5.3 2x12 S7 2 TYP. n Suite 2500 III STRAP I I® n I I Portland,Oregon 97204 0 113/"TJI 210 @ 12"o.c. 111 TJ TJI 210 @ 12"o.c. H 117/"TJI 210 @ 12"o.c. i® ®i 1178'TJI 210 @ 12" .c. 11 Y8'TJI 210 @ 12"O.C. 11�/"TJI 210 @ 12"o.c. 503-227-3251 N W8x15 HOIST BEAM i TOP OF SHEATHING 8 BELOW COORDINATE I EL. REF.ARCH. TRAP LO S7.3 w/ELEVATOR MFR. 1 I TYP. H I I ,o II 11 I I � I 55.3 2x8 @ 16"lo.c. TYP. M � I I O II I I I f7 6 LJ S7.2 EL. 35'-4Y2" 8 LT _ _ _ r _ _ _ _ _ _ _ J THE ADRIENNE TYP. ��P S5.3 LSTA36 j a, BELOW I I N O STRAP '4 9 t7 TYP. S5.3 9 i 7148 SW GONZAGA STREET LO 10 s7.z I I BELOW(i s7.2 I I 10 TIGARD, OREGON 97223 S7.2 III TYP. II I TYP. I II S7.2 TYP. - - - - - - - - - 11/a TJI 210@16"o.c. FI - - - - - r - - - - TYP. B _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ } _ _ � _ _ _ _ - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F _ _ _ _ _ -4 _ _ .+LL _ _ _ _ _1_ _ — _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1_ _ _ _ _ {. _ _ 4- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ H _ _ _ _ _ 4 _ _ 4 _ _ _ — _I_ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ EXHAUST FAN I I REF. MECH. I I I I LSTA36 BRED PROF�cS DWGS. TYP. i i i i u STRAP ��'\ �G I NFccs/ov r> 1 I I co 15,773 A l 0 GL 3yx12I g ✓yN 21 ,99ti F1 nx S7.3 TYP. F�AI' L. NRp LO (� EXPIRES 12-31-13 M II ( I II I I GL 6Y4x12 562 1 1 HI I TYP. N I II IXARCH. I II I EO 11 8 TJI 210 @ 12"o.c. 11Y8"TJI 210 @ 12"O.C. I I 11 YB'TJI 210 @ 16"O.C. I 11 YB'TJI 210 @ 16"o.c. I 1 11 YB'TJ 1 210 @ 12"o.c. 11 Y8'TJ1 210 @ 12"O.C. co N H H 11 F1 s7.2 II II II II II LSTA36 ( I LSTA36 STRAP 11 I STRAP I I I I N I I I I 1 1 I I I I II II 5 II 2 II II � 1 1 57.2 TYP. IS7.2 I I I I O II II II II II II II II II II II II II II II II II II H II N� � II 11 EL. 35'-412" I I EL. 35'-02" 1178'TJI 210 I _ _ it it GL 3Yax12 --------- TYPS612 g 1 s7.2 s2.5 Drawing: 7.z. ROOF FRAMING PLAN NOTES: 1. FOR GENERAL STRUCTURAL NOTES5. �� INDICATES SPAN DIRECTION OF %" 8. INDICATES SHEAR WALL TYPE. REF. S0.2 THRU S0.4. PLYWOOD ROOF SHEATHING.ATTACH v REF. 1/S7.1. w/ 10d NAILS @ 6"o.c.AT PLYWOOD 2. REF.ARCH. DWGS. FOR ROOF EDGES AND 12"o.c.AT INTERMEDIATE ELEVATIONS AND SLOPES. SUPPORTS REF. 1/S7.3. .lob No: 213043 3. REF. S7.1, S7.2 AND S7.3 FOR TYPICAL 6. X77/1 INDICATES STEP IN ELEVATION. Date: 1 O/21113 WOOD DETAILS. /7777 4. EL. XX-XX" INDICATES TOP OF SHEATHING 7. INDICATES 2x6 @ 16"o.c.STUD LOAD Sheet No: ELEVATION. BEARING WALL. ROOF FRAMING PLAN 1/4"=11-011 Z S204 SIE A SCOTTIEDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seelip.com 3 W - 1 2 3 13'-10X" 25'-04" ®CONSTRUCTION, INC. BUILDING LINE AVIATION COMMERCIAL INDUSTRIAL ROOF BELOW ABOVE �a REF.S2.4 3 C15x33.9 S6.3OPP Consulting Engineers rn 2 iv TYP. S6.3 SS6x4x%a I 111 Su tet2500 nue B — — — — B — — Portland, Oregon 97204 503-227-3251 8 S7.2 SIM. �9 TOP OF ING . REEF. ARCH EL 1 ,z�P�C� 56.3 THE ADRIENNE TYP. 600S162-68 EACH SIDE It U OYP ANGER 2x6 @ 16"o.c 7148 SW GONZAGA STREET a rn I TIGARD, OREGON 97223 CD N dl7 G�� co N �P? h Q 10 a- Z 10 PRO z SIM.S7.2U) oo SIM. ��G I NFoy JQ ' 15.7739'Al Al 0\ 0\ ✓ �'R21 gAID ` 600S162-43 i EXPIRES 12-31-13 BLOCKING /OrtRIF BETWEENpp+5 0 5HANGERS TYP. 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Job No: 213043 Date: 10/21/13 Sheet No: CANOPY FRAMING PLAN STAIR ROOF FRAMING PLAN 2 Z � ZS205 / \ THICKENED / \ SLAB EDGE SIE A HSS COLUMN / \ DOWELS TO MATCH REF. PLAN / \ SCOTTIEDWARDS ARCHITECTURE LLP VERT.WALL REINF. / \ & q. / \ 2525 E. Burnside St., Portland, OR 97214 �y , BASE PL FOOTING SCHEDULE phone:(503) 226-3617 www.sealip.com / \ CMU WALL REF. BASE PL REF. PLAN \ SCHEDULE 1/S6.1 / \\ MARK „SIZE„ "T” REINFORCING r — 4'-0„x 4,-0„ 11-01, (5)#5 EACH WAY BOND BEAM \ / REF.GENERAL \ / O 5'-0"x 5'-0" 1'-0" (6)#5 EACH WAY STRUCTURAL \ / NOTES ON S0.2 \ / C 6'-0"x 6'-0" 1'-0" (7)#5 EACH WAY \ / O 8'-0"x T-0" ,'-6" (9)#8 EACH WAY ®CONSTRUCTION, INC, \ / AVIATION COMMERCIAL INDUSTRIAL REF. 1/S5.2 \ FOR UNDERSLAB \ / 0 0 o Yj' ISOLATION JOINT REQUIREMENT \\ // w/REMOLDED JOINT 0 0 . 0 o _ FILLER. ROUND 000 . 0 o a • " \ // CONFIGURATION MAY 0 ' ' 00 ' ^ `D BE USED AT SLAB ON GRADE \ / CONTRACTOR'S Consulting Engineers #4 @ 12"o.c. CONTROL JOINT OPTION TYP = 111 W 5th Avenue Suite 2500 EACH WAY H LL Portland,Oregongon 97204 503-227-3251 _} 0 8 LL O ISOLATION JOINT AT COLUMN TYPICAL FOOTING SCHEDULE DOWELS TO TYP. 0: ~ MATCH > VERT, REINF, b J to w CL OF WALL CONTROL JOINT TYP. 1Yz"GALVANIZED 1' 6" DOWELS TO MATCH REF. 3/S5.1 8" STEEL BAR x1'-6" CMU WALL GRATING REF. PLAN WALL REINFORCING HOOK INTO FOOTING REF. FOOTING THE ADRIENNE BOND BEAM SCHEDULE 1/S5.1 REF.GENERAL -' -j STRUCTURAL NOTES F i+1 -1 U p o ON SHEET S0.2 I TRANSVERSE 7148 SW GONZAGA STREET io w w w I REINFORCING I TIGARD, OREGON 97223 REF. 1/S5.2 FOR o O � w SLAB ON GRADE UNDER SLAB g w tr z rp REF. PLAN ^ REQUIREMENTS N #5 @ 12"o.c. EACH WAY f° o . o' 2'-0" MIN. c o . c S� PROFFss1 TOP AND BOT. - - _ _ - - . ^_ _^ . Z CO �� Ill �1 O w 15 73 9l I I1= -1�- p L6j "�I' J (5)#5 CONT. = LL 0 GALVANIZED STAGGER ti w 0 ON L4x3x}�Zx1'-11" LLV #4 @ 12"o.c. 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TYPICAL STEPPED AT WALL FOUNDATION UNDISTURBED CMU WALL FOOTING WALL FOOTING DETAIL FOOTING DETAIL AT STEEL COLUMN S501 SOIL CMU WALL CL OF WALL AND REF. PLAN FOOTING SLAB ON GRADE REF. PLAN TYP. o v KEYED JOINT(AT SLAB T/10 SIE A BOND BEAM ^ MID-DEPTH) PAINT w/ (�• MIN.)° CURING COMPOUND AS REF. S0.2 o SCOTTIEDWARDS ARCHITECTURE LLP ' o ° W � Jz N o . o o . o ° . o o . o 1 BOND BREAK BEFORE v J W pcn 6 REF. 1lS5.2 FOR ADJACENT SLAB IS 2525 E. Burnside St., Portland, OR 97214 OL w W CONT.#4 @ 12"o.c. �� �� UNDER SLAB PLACED REF. 3IS5.2 0 c5 l w STEP 0 TO 4 REQUIREMENTS _� phone:(503) 226-3617 www.seelip.com FOR STEP g ui O c=i� REF PLAN W SLAB ON RADE TYP. t,- . LL zIN SLAB CMU WALL CL OF WALL AND TOP OF SLAB ° r o ° °O • o °O • o °O • o REF. PLAN FOOTING EL. REF. 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FLUSH w SURFACE Ip y^ Consulting Engineers DRAIN PIPE 3'-0" REF. 1/S5.2 FOR ^ REF. ARCH. 111 SW 5th Avenue UNDERSLAB Suite 2500 Portland,Oregongon 97204 F- REQ'MTS. 503-227-3251BOND BEAM WALL FOOTING AT PLANTER REF. GENERAL 5 STRUCTURAL °o • o °° . o °° • o °° • o °0 . o 1"=1'-Q" ° °O • o °Oro °O • ° ° • ° °O • V .0 0 , 0 0 0 - ' 00 - ' 00 - ' 00 - 0 , 0 0 0 0 0 0 - 0 0 0 • °0 - 0 .0 . 0 .0 . 0 °0 . .0 . (O NOTES ON S0.2. O ° ° 00 . 0 00 . , Do o °0 . o 00 . ' 00 . F- • 0' ° • o ° 0 0 • o °° 0 0 ' 0 0 - ' 00 . , 00 , 0 00 - 0 O , o RID °o • o °0 0 °o n p V o °O • Q 00 0 0 0 0 . o °0 • o °O . o °0 . 0 0 0 • °O - 0 0 �. °O • o °O . o °O . o °O • o °O o . 11 CL OF HSS 6n ° O Ili=111-111" III I- I—III-f11 I1 COLUMN I� fly I I BARS TO MATCH VAPOR BARRIER ABOVE ELEVATOR PIT V SLAB REINFORCING LEVELING COURSE OF FINE GRAINED FORMED JOINT THE ADRIENNE WALL AND REINF. 0 0 0 0 o TYP. COMPACTED REF. 6/S5.1 AGGREGATE BACKFILL REF.ARCH. REF. STEP 1 -011 TO 4'-0" DRILL AND EPDXY ARCH/ 7148 SW GONZAGA STREET #5 x2'-6"DOWEL EDGE OF BASE PL Ya"SAW CUT(SAW Y81, ELEVATOR PIT SLAB INTO FOOTING BELOW 2'-B" REF. 6/S5.1 SAME DAY AS POUR TIGARD, OREGON 97223 w/6" EMBEDMENT ) 6" FILL w/JOINT SEALER #5 @ 12"o.c. (4)TOTAL CL COLUMN MN HSS TYPICAL EACH WAY fiffill 0: Of — ; RID 3 STEP IN SLAB ON GRADE DETAIL SANDY OR �Ep PROFFS Q 1°=1'-0" °0 . 0 00 • o °0 • 0 °0 • 0 °o . CRUSHED ROCK. c�tF bj o °° 0 0 °o . o °o . o °o 0 . INCREASE THICKNESS �� G N` �y °o . o ° • ° °° • a °0 . F 9 CL OF WALL AND o °° • o °° • o °0 . 0 . ' 00 . OF BASE COURSE AS �/ 15,773 'Q _ _ BOTTOM OF FOOTING #3 TIES 12"o.c. EL. REF. PLAN @ 1yz"CLR. FOOTING °° 0 0 • o ° • o o . o o . o REOT BY TO TIES ' .0 - ' 00 - ' 00 - ' 0o . ' 00 . GEOTECHNICAL °0 - 000 - 000 - 000 . 0 °O . O R G — I ENGINEER FOR WET T -�-� TYP CMU WALL 71"`� Ian ° I WEATHER (6)#5 VERT. REF. PLAN I CONSTRUCTION Pq[p �� p9��� UNDISTURBED SOIL NOTES: UNDISTURBED I EXPIRES 12-31-13 1. 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' 00 . o REQUIREMENTS � � .�. VERT. 0 °000 °000 00 °0 . o^ . o °° . . ° io ° o • o° 2'-0" MIN. REF. 1/S5.2 FOR Drawing: o °° , o .� UNDER SLAB ° /7j REQUIREMENTS 1 ' o • °° o o • °° o CONCRETE DETAILS (7)#5 CONT. • 0 0 ^o STAGGER SPLICES CL c') U o #5 CONTINUOUS BOTTOM BOTTOM OF FOOTING _ WALL FOOTING OF FOOTING EL. REF. PLAN — EL. REF. PLAN �I 1 I) �I J11 REF.4(S5.1 AND r - 7/s5.2 Job No: 213043 I � #5 @ 12"D.C. 3" NOTE: UNDISTURBED SOIL Date: 10/21/13 CLR. 6'-0" Typ, REF.4/S5.1 FOR ADD'L. INFORMATION. Sheet NO: THICKENED SLAB 7 TYPICAL CMU WALL FOUNDATION 4 STEM WALL AT STEPPED FOOTING 2 ON GRADE EDGE DETAIL S5m2 1 1 • RID CL OF WALL #4 x2'-0" @ 16"o.c. DRILL AND EPDXY REF. w/4" EMBEDMENTPLAN CMU WALL (4) 10d NAILS � REF. REF. PLAN S0.3 TYP. SIE CONC.OVER WOOD BEARING WALL I SCOTTIEDWARDS ARCHITECTURE LLP METAL DECK WHERE OCCURS I I D 0x3'-0" CL OF CMU CL OF CMU DIAPHRAGM ROOF SHEATHING 1" I I � DBA'S @ 2'-0"o.c. BOND BEAM REF. PLAN REF. PLAN 2525 E. Burnside St., Portland, OR 97214 BOUNDARY REF. PLAN REF. GENERAL MAX I LAP LAP LAP NAILING I I CONC.OVER phone:(503) 226-3617 www.seellp.com STRUCTURAL TOP OF SLAB (2)#5 I I METAL DECK NOTES ON EL. REF. PLAN CONT. I REF. PLAN CL OF CMU _ CONTINUOUS SHEET S0.2 I I PRESSURE J //1 TOP OF SLAB y^MINTREATED 3x PL FROM • w/%"0 F1554 EL. REF. PLAN FACE GRADE36ANCHOR DECK ORIENTATION BAR T O MATC H BOLTS @ 24" o.c. VARIES SHELL VERT. REINF. wl 8" EMBEDMENT %"0 x4Y2" HEADED TYP. U.N.O. 5" STUDS @ 24"o.c. JAMB BARS r ROOF JOIST / CONT. REF. PLAN w/%-0 ANCHOR BOLTS ASSHOWN HORIZONTAL ®C ONSTRUCTION, INC.NC. ON PLAN TYP. AVIATIDN COMMERCIAL INDUSTRIAL@ 16"o.c. BREAK FACE CONT.Ya"BENT PL CMU WALL SHELL AT ANCHOR BOND BEAM ONE BAR PER REINFORCING IN BOND 2x TO MATCH JOISTCELL BEAM TYP. STACK REF. PLAN BOLTS AND PROVIDE 1" REF. GENERAL SIZE @ 24"o.c. CORNER REINFORCING MIN. GROUT SOLID STRUCTURAL NOTES CMU WALL AROUND BOLT ON S0.3 1" MIN. OVER BOND BEAM REF. PLAN SIMPSON HUS TOP NOTE: 3 CLR. REINFORCING . FLANGE HANGER %"0 x6"HEADED STUD BETWEEN CORNER PLAN DETAIL 6 TYP. AT CONTRACTOR'S OPTION PROVIDE EXP.ANCHORS CMU WALL @ 24"o.c. REINFORCING MIN. Consulting Engineers w/5"EMBEDMENT OR EPDXY ANCHORS w/6 Y4'EMBEDMENT. REF. PLAN 111 SW 5th Avenue ROOF DECK TYPICAL TYPICAL CMU WALL Suite Oregon Portland,Oregon 97204 503-227-3251 CONNECTION TO CMU WALL DECK CONNECTION TO CMU WALL 4 EDGE OF SLAB AT CMU WALL_ ( REINFORCING DETAILS 1 BACKER ROD CAULK JOINT w/MIN. DEPTH OF Y OF \ JOINT WIDTH HEADED' STUDS I CONTINUOUS DIAPHRAGM @24"o.c. REF. I THE ADRIENNE DIAPHRAGM BOUNDARY BOUNDARY Ye"GAP AT S0.3 NAILING PRESSURE TREATED 3x TOP PNAILING PLYWOOD PL w/3/4'0 ROOF SHEATHING 3 CONC.OVER \ F1554 GRADE 36 REF. PLAN PL /e x4 CONT. METAL DECK ANCHOR BOLTS REF. PLAN CMU WALL �\ CL OF CONTROL 7148 SW GONZAGA STREET @ 24" o.c.w/8" CONTINUOUS BOND �� 3/8" JOINT TIGARD, OREGON 97223 EMBEDMENT BEAM STAGGER TOP OF SLAB COUNTERSINK REBAR SPLICES SIMPSON ITS TOP .—.—.— —.—.—. EL. REF. PLAN SINGLE JOINT DOWEL .�' VERTICAL WALL 24"o.c. TYP. FLANGE HANGER TO MATCH BOND BEAM REINF. LAP 48 BAR REINFORCING EACH DIAMETERS AT EACH SIDE OF JOINT EDGE OF SLAB AT S SIDE IM. CMU WALL 7/7 ROOF JOIST PROVIDE CONT. 18 GA. REF. PLAN PED PRO REF. PLAN 6" CLOSURE PIL �\��P G I NF S/Oy MIN. REF. PLAN 3/4'0 x6"HEADED 15'773 v� JOIST BOND BEAM SIMPSON HUS TOP STUDS @ 24"o.c. REF. GENERAL R FLANGE HANGERS CMU WALL STRUCTURAL NOTES ti TYP. REF. PLAN ON S0.3NOTES: ✓ flA(0 Lt pg0�� CMU WALL CONT. PRESSURE HORIZONTAL BOND REF. PLAN TREATED 3x12 LEDGER BEAM REINFORCING 1. CHORD REINFORCING EXPIRE; 12-31-13 NOTES: w/3/4'0 ANCHOR BOLTS STOP EACH SIDE MUST BE CONTINUOUS @ 16"o.c. BREAK FACE CMU WALL OF JOINT. STOP LADDER 1. ANCHOR BOLTS TO BE LOCATED NO FURTHER THAN 6" SHELL AT ANCHOR REF. PLAN REINFORCING AT JOINT. THROUGH JOINT. FROM LEDGER SPLICE OR END OF LEDGER. REF. GENERAL STRUCTURAL 2. LINTELS OR HEADERS NOTES ON SHEET S0.2 OVER OPENINGS MUST 2. AT CONTRAQCTOR'S OPTION PROVIDE EXP.ANCHORS HAVE CONTINUOUS w/5" EMBEDMENT OR EPDXY ANCHORS W/6 3/"EMBEDMENT. REINFORCING. ROOF JOIST AT CMU BEARING WALL TYPICAL JOIST AT CMU WALL 5 DECK OVER CMU WALL CONN . 2 TYPICAL CONTROL JOINT DETAIL Ys"GAP AT CMU WALL GRID 1" 1 BEAM POCKET PLYWOOD REF. PLAN /q 4 MAX VOID, SIZED TO 1/4 3 CONCRETE OVER TMP 1/44 BEAM PLACETE MENT ENT 1/4 3 DIAPHRAGM WF BEAM 3 METAL DECK BOUNDARY REF. PLAN CONCRETE OVER BENT PL NAILING METAL CK REF.4/S5.3 CONT. BENT PLATE REF PLAN WF BEAM (4) 10d NAILS TOP OF WALL WHERE OCCURS WHERE REF.4/S5.3 REF. PLAN OCCURS I SHEATHING MASONRY FACE CONTINUOUS BOND REF. PLAN SHELL AT POCKET 20 BEAM STAGGER SPLICES @ 24"o.c. PL Y4x5x1'-0" w/(2)%"0 SHEAR PL TYP' BEAM POCKET SIZED TO ANCHOR BOLTS @ 8" o.c.w/5"MIN. DECK DIRECTION REF. PLAN AND 21S6.1 ACCOMMODATE BEAM VARIES . � + FLOOR JOIST EMBEDMENT, 4"MIN. 00 REF. PLAN PLACEMENT PROJECTION AND Drawing: 5 8 PL Yzx6x0'-8"w/(1) %"0 DOUBLE NUTS '6 (2)#5 HORIZ. TYP. xVERT. D.B.A. IN CMU DETAILS (6)TOTAL EXTEND 2'-0" 5�6 CEN TER AND (2)#5 x2'-6" 1%" NON-SHRINK INTO WALL BEYOND CMU WALL 2x TO MATCH @ 4"o.c. LAP WITH GROUT y.. WF BEAM w/4"MIN. i' JOIST DEPTH HORIZ. BOND BEAM BEARING ON TOP OF OPENING 3 REF. PLAN 24"o c ( ) EMBEDDED PL PL/2x12x1'-10"w!(6) /'0 @ 2 #5 x 6'-0"IN BOND EL. REF. ARCH. I DRILL AND EPDXY OR BEAM BELOW BEAM REF. PLAN � EXP. ANCHORS @ 8"o.c. POCKET J w/6Y4"EMBEDMENT 6" CONTINUOUS 4„ CMU WALL MIN. PRESSURE TREATED CMU WALL NOTE: 3x LEDGER TO MATCH q^ REF. PLAN Job No: 213043 BEYOND JOIST DEPTH w/ %"0 AT CONTRAQCTOR'S OPTION PROVIDE EXP.ANCHORS ANCHOR BOLTS Date: 10/21/13 NOTE: w/5"EMBEDMENT OR EPDXY ANCHORS w/6 3/" EMBEDMENT. @ 24"o.c. BREAK CL OF WALL REF. 4/S5.3 FOR ADD'L. INFORMATION. TYPICAL SHELL AT ANCHOR TYPICAL WF Sheet No: WF BEAM AT CMU HEADER JOIST PARALLEL TO CMU WALL 6 WF BEAM AT CMU WALL END 3 BEAM TO CMU WALL CONN. S583 - 1 — -01 1 =1 -0 1 1 • RID SIE A SCOTTI EDWARDS ARCHITECTURE LLP COLUMN BASE 2525 E. Burnside St., Portland, OR 97214 CMU JAMB BAR PL BELOW REF. PLAN phone:(503) 226-3617 www.seellp.com LOCATE TO HSS COLUMN CLEAR COLUMN REF. PLAN BASE PL FA LE CMU WALL CMU WRAP ®CONSTRUCTION, INC. REF. PLAN REF. ARCH AVIATION COMMERCIAL - INDUSTRIAL #4 x2'-0" DBA WELDED TO COLUMN AT EACH WALL BOND BEAM Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 CMU WALL END AT HSS COLUMN RI REF. THE ADRIENNE WOOD PLAN 5/16 " I BEARING WALL REF. PLAN I I F1 CONCRETE OVER 7148 SW GONZAGA STREET HOLDOWN METAL DECK AND ANCHOR TIGARD, OREGON 97223 REF. PLAN REF. PLAN AND 3/S7.1 BENT PL PROF REF. 4/S5.3 &/ GIN 0 ��15,773F'Q 9l '/4 CMU WALL R CIA PL Y8x I REF. PLAN 21 12xl'-2" CENTERED ON HOLDOWN w/(2) NOTE: EXPIRES 12-31-15 3/4'0 DRILL AND EPDXY ANCHORS @ 8"o.c.w/6%„ REF. 4/S5.3 FOR ADD'L. EMBEDMENT INFORMATION. EDGE OF SLAB AT HOLDOWN RID HSS POST 1/4 CONCRETE OVER REF. PLAN METAL DECK REF. PLAN EMBEDDED PL Y2x5x0'-5"--------,, TOP OF SLAB w/(4) Y4"O x4X" EL. REF. PLAN HEADED STUDS @ 3Y2"o.c. Drawing: BENT PL CIVILI DETAILS REF. 4/S5.3 CMU WALL REF. PLAN Job No: 213043 Date: 10/21/13 Sheet No: HSS POST AT CMU WALL CONN . S5A RID REF. PLAN SINGLE ROW BEARING SIE A CL OF COLUMN BOLTED BEAM CONNECTION REF. CONCRETE OVER PLAN PROVIDE y"CAP PLSCOTTIEDWARDS ARCHITECTURE LLP METAL DECK w/ SEAL WELD ALL SCHEDULE 2525 E. Burnside St., Portland, OR 97214 REF. PLAN TOP OF SLAB AROUND EL. REF. PLANNO.OF'/e'O PLATE phone:(503) 226-3617 www.seallp.com TRIM PLAT ONE CONN.TYPE A325 BOLTS LENGTH-R" HOLE SIZE � THICK SIDED CONN. NO — FITTED PL WF BEAM 0 2 6" STANDARD EACH SIDE cc CO GROUT HOLE N REF. PLAN AND 31S6.1 6 g 4Ys" FOR CONNECTION M o Y2"TO END E ❑3 3 9" STANDARD OPTIONAL PL AT ONE 1Yz 5 (3) 1/ Lu O SIDED CONN. I ® 4 12" STANDARD /16 SIDES 4 — — �5 5 15" STANDARD TMP BASE PLATE INDUSTRIAL TYP. /q I REF. SCHEDULE I' © AVIA®CONSTRUCTION, INC. 16 18" STANDARD a 4 « m CL OF COLUMN PL Y4x8x1'-0" WF BEAM AND PLATE -- wl(4) %"O A325 1Yz" REF. PLAN PL 3/x Q Ila BOLTS @ 4"o.c. TYP. REF. SCHEDULE } FOR BOLTS - - 5/16 NOTE: i NOTE: ~ REF. 3156.1 FOR HSS COLUMN I WF BEAM BEARING TYPE CONNECTION w/THREADS INCLUDED IN SHEAR PLANE. Consulting Engineers I MAP ADDITIONAL REF. PLAN. SLOT AS I REF. PLAN TYP. SECTION A-A HSS COLUMN INFORMATION. REQUIRED FOR PL SLOT I I 111 SW 5th Avenue REF. PLAN WF BEAM OVER TO BE%s"WIDER THAN ; �" 1/ SINGLE ROW BEARING BOLDED Suite Oregon PL I I 4 Portland,Oregon 97204 TYP. 503-227-3251 6 HSS COLUMN CONNECTION 1/4 2 BEAM CONNECTION SCHEDULE 1 1 o BEAM TO HSS COLUMN - DESIGNATED REF. SCHEDULE 2/S6.1 K K<12' 1 HSS COLUMN 1 2"<K<2" 2" CL OF COLUMN REF. PLAN 2"<K<3" 3" AND PLATE K NOTE:: THE ADRIENNE 1 . I I K REPRESENTS THE LARGER K 24„ /4HSS COLUMN - - DIMENSION OF THE TWO REF. PLAN II CONNECTION BEAMS W, COPE FLANGE CONC. OVER " MAX. AS REQUIRED , 7148 SW GONZAGA STREET 5/ METAL DECK — I' i D 16 REF. PLAN X w i A� ; ; lA TIGARD, OREGON 97223 WF BEAMS .K y WASHER AND NUT I TOP OF SLAB REF. PLAN Z I 3Y2 EL. REF. PLAN O w - - Z F- IT r 0 I NOTE: I oc p w REF. BEAM TO HSS I io m I „ O = 1y"NOMINAL ED PROF COLUMN DETAIL ABOVE I I R FS PL/2x6Y2x0'-10" a a ~ I NON-SHRINK GROUT �5�� S/ w/(4) %"O A325 SOROtINFORMATION NOT I 5/16 TYP. Gs N3 BOLTS @ 7"o.c. i- 1/4 (3) PL%x Q R -ON 1 SIDES WELDED BEAM TO HSS 3�" REF. SCHEDULE ti TM %"FITTED PL—,-,- L /q P COLUMN SHEAR PL - DESIGNATED XW 1�ORBOLTS -� I `cP9�0 L1 CENTERED ON REF. SCHEDULE 2/S6.1 1 eFEWS 12-31-13 HSS COLUMN /4 LEVELING NUT ANCHO ROD NOTE: WF BEAM BEAM TO BEAM DESIGNATED REF.SC EDU CONCRETE OVER METAL DECK NOT SHOWN REF. PLAN REF.SCHEDULE FOR CLARITY. REF. SCHEDULE 2/S6.1 TYPICAL BOLTED WF BEAM WREFF.. PLAN PLAN 7 41!= P. POST TO BEAM CONNECTION 4 TO HSS COLUMN DETAILS r NOTE: ° 1"=1'-O" REF. BEAM TO BEAM DETAIL ABOVE FOR V INFORMATION NOT PROVIDEy"CAP PL SHOWN. 3/s"STIFFENER PL TYP. GRAVITY COLUMN %" PL w/SEAL WELD ALL AROUND 1/4 (3) BASE PLATE SCHEDULE U) 1/4 SIDES ANCHOR RODS(NO.) CONN. Ar �]A � O COLUMN SIZE N (IN.) B (IN.) T (IN.) L(IN.) DIAMETER REF. 4/S6.1 I 1%<" 1 WF BEAM r`OQ z CONCRETE OVER REF. PLAN uj METAL DECK �a W o FULL DEPTH SHEAR PL DESIGNATED XS HSS5x5 11" 11" 1" 9" (4)Y40 COPE HSS ° REF. SCHEDULE 2/S6.1 Hss6x4 12" 10" r' 9" (4)%a''O PL yx4x0'-4" BEAM EACH SIDE HSS6x6 12" 12" 1" 9" (4)%4"0 —. _.—.— _. I WF BEAMS - - - - - CL OF BEAM 1/4 ; ; _ io � « REF. PLAN HSS BEAM AND COL. 1 r I t REF. PLAN /4 NOTE: I NOTES: Drawing: - _ - - - _ - _ REF. BEAM TO BEAM i %.. SECTION A-A i DETAIL ABOVE FOR 1. ANCHOR RODS SHALL BEHEADED ASTM F1554 GRADE 36 U.N.O. CLR. INFORMATION NOT STEEL DETAILS SHOWN. ` Y/'STIFFENER PL MAX 1/4 I I 2. ANCHOR ROD HOLE DIAMETERS(d b) SHALL BE AS FOLLOWS: 1/4 NOTES: i '/," 1" de< 2" : dh=do+Y2" 1/ 1. REF. SCHEDULE 2/S6.1 FOR I 1 de<2" : dh=de+ 1" 4 PLATE AND BOLTS. i i S3 DES 1/4 '/16 3. PROVIDE MILL FINISH AT BOTTOM OF COLUMN AND TOP OF BASE PL. WF BEAM I HSS COLUMN 4 REF. PLAN I REF. PLAN 4. ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION TOLERANCE. Jot) NO: 213043 FULL DEPTH WELDED SHEAR PL DESIGNATED XW 5. ACCEPTABLE TO USE %"0 x9" EXPANSION ANCHORS AT CONTRACTOR'S OPTION. Date: 10/21/13 REF. SCHEDULE 2/S6.1 TYPICAL BOLTED TYPICAL BONDED TYPICAL GRAVITY Sheet No: 08HSS TO WF BEAM CONNECTION 5 WF BEAM TO HSS COLUMN 03 - BEAM TO BEAM CONNECTION COLUMN BASE PLATE DETAILS S6ml 1 -1 • 1 -1 • 1 -1 0 1 1 0 4y" MIN. 36" MAX. 16"MAX. SPACING STUD BETWEEN REF. PLAN CL OF BEAM SPACING PUDDLE CL OF STUD WALL CL OF GIRDER WELD OR STUD E A AND HSS POST REF. PLAN OR FACE OF HEADED SHEAR COLUMN STUDS IN DECK #3 CONTINUOUS SCOTTI EDWARDS ARCHITECTURE LLP 1/4 I - - - - - - - - - - - - - - - - - - - - - - CHAIR DIRECTLY LOW FLUTES 2525 E. Burnside St., Portland, OR 97214 HSS POST 1Y" CONCRETE OVER BELOW WWF METAL DECK I REF. PLAN REF. PLAN DIAPHRAGM REINF. I - - - WWF phone:(503) 226-3617 www.sealip.com i i PL YREF. PLAN PROVIDEx5x0'-5" CONCRETE OVER ' W/(4) Y4"O x4y" METAL DECK (2)#5 MIN.WHERE < HEADED STUDS REF. PLAN NOT INDICATED U Q m —`—`—'—`—"— — @ 3Y2 o C CL OF TOPPING r r BENT PL _ - - - - - - - - - - - - - - - - - - - - - - SLAB AT MID SPAN CIL OF REF. 5 AND 6/56.2 PROVIDE ADDITIONAL SYMMETRY DECK STUDS AT ENDS TO MEET CONCRETE OVER ORIENTATION NUMBER REQUIRED IN WF BEAM METAL DECK _ VARIES Ya"BENT PL CONTINUOUS BRACKETS REF. PLAN REF. PLAN 3/"THICK FITTED PL w/Y2"O x3'-0" DEFORMED ®CONSTRUCTION, INC. CENTERED ON HSS LAPw/(1) �BARANCHORS@24"o.c' DECK PARALLEL CONCRETE OVER AVIATION COMMEflCIAL INDUSTflIAL POST #4x5'-0" FITTED PLATE AT METAL DECK WF BEAM SHEAR WALL HOLDOWN REF. PLAN REF. PLAN SHOP OR CONTINUOUS#4 REF. PLAN AND 7/S6.2 WF BEAM71/4 FIELD AT CHAIR BAR REF. PLAN 1 CONTRACTOR'S SHOP OR CONCRETE OVER /4 1/q 4-12 FIELD AT METAL DECK OPTION PUDDLE WELD REF. PLAN S1 WF BEAM 1/4 1-12 CONTRACTOR'S WHERE NO STUD 36"MAX. 16" ConsultingEngineers REF. PLAN OPTION PROVIDED STUD MAX. 9 SPACING 111 SW 5th Avenue TYPICAL EDGE OF DECK DECK DETAIL Suite Oregon CL OF CL OF GIRDER Portland,Oregon 97204 SYMMETRY OR FACE OF COLUMN 503-227-3251 HSS POST CONNECTION DETAIL - DECK PARALLEL PERPENDICULAR TO BEAM RID REF. PLAN T-61. V-6" REF. PLAN 5 CUT HIGH FLUTE CL OF STUD WALL /16 ��-WOOD SHEAR WALL WF BEAM OF DECK AND D TO BEAM 2" #3 x6'-0" 1'-6"o.c. AND HSS POST MIN. THE ADRIENNE OVER CONCRETE OVER i f l i REF. PLAN REF. PLAN LAP CENTERED OVER BEAM 1j4 I METAL DECK I I CONCRETE OVER I HSS POST REF. PLAN I I HOLDOWN AND ANCHOR DECK PERPENDICULAR PROVIDE ADDITIONAL METAL DECK I I I REF. PLAN I I REF. PLAN AND 3/S7.1 STUDS AT ENDS TO MEET 7148 SW GONZAGA STREET REF. PLAN i k NUMBER REQUIRED IN TIGARD, OREGON 97223 I I PL%x5x0'-5" BRACKETS — BENT PL w z a z w!(4) %"0 x4Yi' REF.5 AND 6/S6.2 HEADED STUDS O - 2 @ 3Y" o.C. a U o g DECK ORIENTATION NOTES: (2)#3 CHAIR �' p PROFFS CONT. BENT PL VARIES 1. THE MINIMUM NUMBER OF STUDS REQUIRED IS SHOWN AS BARS yyyyF ���5 �G IN 0 I REF. 5 AND 6/S6.2 iv Y8'THICK FITTED PL [X]ON THE FRAMING PLANS. [X-Y-Z] INDICATES NUMBER OF �4 15,773 'P s r CENTERED ON STUDS ON A GIRDER BETWEEN BEAM CONNECTION POINTS. HEADED I /e"THICK FITTED PL NO STUDS ARE REQUIRED WHERE NO DESIGNATION IS SHEAR STUD HOLDOWN ANCHOR CENTERED ON HSS GIVEN.ADDITIONAL STUDS MAY BE REQUIRED TO MEET CONCRETE OVER I POST THE ABOVE MAXIMUM SPACING REQUIREMENTS. METAL DECK ✓ 9t 21 1 SHOP OR WF BEAM V-0"MIN. REF. PLAN I ���� I WF BEAM /4 FIELD AT 2. IF MULTIPLE STUDS ARE REQUIRED IN ONE FLUTE,THE REF. PLAN O L' F 1, SHOP OR REF. PLAN 1/4 CONTRACTORS TRANSVERSE SPACING SHALL BE 3"MINIMUM. ExvinEs 12-31-13 WF BEAM 4 FIELD AT REF. PLAN 1/4 CONTRACTOR'S NOTE: NOT AT SIM. OPTION REF. 5 AND 6/S6.2 FOR ADD'L. INFORMATION. HSS COLUMN REF. PLAN EDGE OF DECK TYPICAL COMPOSITE HSS POST CONNECTION DETAIL AT HOLDOWN BEAM STUD SPACING DECK DETAIL PARALLEL TO BEAM CL OF BEAM DIAGONAL BARS REF. ONLY REQUIRED. RID CONCRETE OVER REF. PLAN PLAN OMIT SIDE BARS �. rHANDRAIL AT OPENINGS </2i,6' HSS POST METAL DECK 1 REF.ARCH. SMALLER THAN ? REF. PLAN COPE TOP AND REF. PLAN ( /4) 2-12 BOTTOM FLANGE OF a (1/q) 2.12 DIAPHRAGM REINF. 1'-0"x1'-0" W18 BEAM FOR W16 PL /x3x1'-6" REF. PLAN PROVIDE SLOPE MIN. 1/z (2)#5 MIN.WHERE + BEAM TO RUN PAST TOPPING TO DRAIN Z NOT INDICATED 5/16 FI CONCRETE OVER 1/4 METAL DECK PL Y2x6Y2xO'-8" REF. PLAN 1/4 I— REF. PLAN w/(2) %"0 A325 #4 BARS - - - - - - - - - - BOLTS @ 3Y2"o.c. CONT. y"THICK - -`-_' -_- - I - - - CLOSURE PL %"THICK FIXED PL TYP. 1/4 - - - - - - - i STEEL DETAILS EACH SIDE i CENTERED ON a %" HSS BEAM CONTINUOUS#4 Y4'BENT PL CONTINUOUS >- 4A HSS POST PL /x4x0CLR. w/Y4"CAP PL CHAIR BAR ~ EACH SIDE MAX. SEAL WELD TYP. B R A CHH DEFORMED TYP. 1/4 — REF. PLAN BAR ANCHORS @ 24"o.c. FLUTED DECK CLOSURE 1/4 1/4 FITTED PLATE AT SHEAR PL SHEAR WALL HOLDOWN NOTE: MIN. W18 BEAM CONNECTION WF BEAM REF. PLAN WELDED TO W16 REF. PLAN REF. PLAN AND 7/S6.2 ALL OPENINGS NOT SHOWN ON THE STRUCTURAL Job No: 213043 WF BEAM DRAWINGS THAT ARE LARGER THAN T-0"SQ.AND ALL BOLTED TO W18 REF. PLAN 1 SHOP OR MULTIPLE HOLES SPACED CLOSER THAN 3x LARGEST Date: 10/21/13 FIELD AT OPENING DIMENSION, SHALL BE SUBMITTED FOR 1/4 1-12 CONTRACTOR'S REVIEW TO THE STRUCTURAL ENGINEER. BEAM AND POST OPTION Sheet No: 11 CONNECTION DETAIL 8 1SEOCTION AT BALCONY 5 DECK PERPENDICULAR TO BEAM 3 SLAB ON METAL DECK OPENING S6m2 =1111 -1 • 1 -1 • RID 2nd FLOOR BEAMSIE A REF. PLAN SCOTTIEDWARDS ARCHITECTURE LLP I 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.com HSS4x4 1/4 2-12 1+ +1 HANGER 1 / 2-12 REF. PLAN 1 4 L3x3x12 GA.xg-4" EACH SIDE w!(4) 1/4 CHANNEL #12 SCREWS TO SHEATHING REF. PLAN HANGER AND(2) 1 1 1 - HILTI XU SHOT SIMPSON A35 CONT. y" PL ®CONSTRUCTIQN, INC. PINS TO WF BEAM 1 (4)Y4'0 w/#8 SCREWS ZxTRIMMEDTOSLOPE AVIATION COMMERCIAL INDUSTRIAL I SCREWS TO I I TYP. (2) 6005200-43 HSS HANGER REF.ARCH. w/400T150-43 J L J J L3x3x12 GA.xO'-5" EACH SIDE w/#10 w/(4)Y4'0 SCREWS SCREWS @ 6"o.c. + I II+ I +« EACH LEG BOT. OF STEEL BLOCKING BETWEEN EL. REF.ARCH (4)#12 SCREWS HANGERS,TYP. DASHED Consulting Engineers FOR CLARITY CONNECT 6005162-68 EACH SIDE w/ L3x3x12 GA. w/(4)#12 111 SW 5th Avenue OF HANGER SCREWS EACH LEG Suite 2500 Portland,Oregon 97204 503-227-3251 CANOPY SECTION RID THE ADRIENNE 1"RETURN 7148 SW GONZAGA STREET TOP AND1 CHANNEL BOT. /4 CLZR REF. PLAN TIGARD, OREGON 97223 1/4 MAX. CONT.%" PL 1/4 HSS OUTRIGGER 1 PL Y8x3x0'-4" L3x3xY4x0'-6" REF. PLAN EACH SIDE SUPPORT FOR 2x ERECTION BOLT D PROF TYP. D SLEEPERS i — — — — AS REQ'D. �e���P� FSdj G O � F � Y4" PL i 2�' ��15,773 REF. 11S6.3 _ _ _ _ _ _ _ _ BOT.OF STEEL HSS COLUMN I EL. REF.ARCH 1 REF. PLAN I 1/4 ✓q� \99ry 1 F�q1D Lt. I I EXPIRES 12-31-13 MITER CORNER 1 /4 PLAN VIEW CHANNEL 1/4 REF. PLAN TYP. CANOPY DETAIL CANOPY CONNECTION DETAIL (4)- RID HSS HANGER REF. PLAN 1 I CLR. I MAX.CHANNEL 1 REF PLAN PL Yax4x0'-9" IV, w/(3) Y4'0 A325 BOLTS I Drawing: ' I I STEEL DETAILS I I BOT. OF STEEL EL. REF.ARCH4/4 Job No: 213043 Date: 10/21/13 Sheet No: CANOPY CONNECTION DETAIL 03 - 1"=1'-011 SIMPSON HOLDOWN ABOVE AND BELOWS1 HOLDOWN POST FLOOR E A REF. PLAN AND REF. SCHEDULE 3/S7.1 WOOD SHEAR WALL SCHEDULE SCHEDULE 3/S7.1 NAILING HOEDOWN SCHEDULE THREADED ROD FRAMING SCOTT EDWARDS ARCHITECTURE LLP BETWEEN HOLDOWNS WALL WOOD STRUCTURAL THICKNESS AT SOLE PLATE SILL PLATE SILL PLATE SHEAR CLIPS w/DIAMETER AS REQ'D. POST SYMBOL PANEL SHEATHING EDGE NAILING SINTERMEDIATE ADJOINING FASTENING THICKNESS FASTENING 2525 E. Burnside St., Portland, OR 97214 COMPRESSION BLOCK BY HOEDOWN MFR. MARK TYPE U.N.O. ANCHOR CAPACITY(LBS.) UPPORT NAILING PANEL EDGES UNDER FULL AREA OF DIAMETER phone:(503) 226-3617 www.seallp.com POST FIT SNUG SOLE PL ON PLAN s/ O SIMPSON o: REF. PLAN O TITEN HD w/3y2" A35 @ 24"o.c. MIN. BETWEEN PUS e 1 5/Z" 0.131"0 @ 6"o.c. 0.131"PJ @ 12"o.c. 2x 0.148"H @ 6"o.c. 2x MATCH POST r A HDU2-SDS2.5 (2)2x /e 3075 EMBEDMENT (1)PER BAY r @ 4'-0"D.C. OB HDU4-SDS2.5 6x % 4565 %"0 SIMPSON TITEN HD w/3y2" A35 @ 16"o.c. MIN. �2 t%2" 0.131"0 @ 4"o.c. 0.131"0 @ 12"o.c. 3x 0.148"0 x4y" @ 4"o.c. 3x EMBEDMENT. (1)PER BAY CO HDU8-SDS25 6x % 7870 @ 2'-8"o.c. II %"0 SIMPSON Lm s (2) ROWS 0.148"0 x02" TITEN HD w/3y2" A35 @ 16"o.c. MIN. NOTES O3 /2" 0.131"0 @ 3"o.c. 0.131"0 @ 12"o.c. 3x @ 6"o.c. 3x EMBEDMENT. (1) PER BAY CONSTRUCTION, INC, @1'-4"o.c. AVIATION COMMERCIAL • INDUSTRIAL 1. REF. 4/S7.1 FOR TYPICAL HOLDOWN DETAIL AT STEEL FRAMING AND NOTES: - 6/S7.1 AT WOOD FLOOR. 1. AT CONTRACTOR'S OPTION AT SILL PL FASTENING, 2. ANCHORS SHALL BE ASTM F1554 GRADE 36 ANCHOR BOLTS. %'"0 A307 CAST-IN ANCHOR BOLT FOR . DOUBLE TOP PL BLOCKING OR w/5" EMBEDMENT, NUT AND WASHER. RIM BOARD 3. ALL HOLDOWNS SHALL BE INSTALLED WITH STRICT CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 2. WHERE METAL DECK HIGH FLUTES OCCUR, PROVDE HOEDOWN POST THRU BOLT WITH NUT AND WASHER. DAMAGE THREADS. Consulting Engineers REF. PLAN AND 111 SW 5th Avenue SCHEDULE 3/S7.1 Suite 2500 Portland, Oregon 97204 503-227-3251 TYPICAL HOLDOWN ELEVATION 3 HOLDOWN SCHEDULE SHEAR WALL SCHEDULE 6 =1'-0" (2) 0.148"0 NAILS DOUBLE TOP PL @ 4"o.c. AT SPLICE 16 11 4'-0" 0.148"0 NAILS HOLDOWN POST SIMPSON HOLDOWN @ 16"o.c. REF. SCHEDULE REF.SCHEDULE 3/S7.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3,57.1 i 71 - - - - - - -„ - - - JIT - - - - - Ir - - 71 - - - - TIF - - _T1_r - - - -Irli THE ADRIENNE 1 It, I1 II �- $ I rl9 )a II II II ANCHOR BOLT I� I I ,\ I 1 1 t l I 1 1 1 I I • I I III '~ I I I I Ill w/DIAMETER ASJL _ - _ 11_ _ ���11 _ _ _ JL !-i-' REQUIRED BY IJ 11 I I I/ III ,.-y1.1 I I I I I I I SILL PL HOLDOWN MFR- d 11 I 11 n L u I SHEAR WALL ELEVATION NOTES: 7148 SW GONZAGA STREET PROVIDE 5"THREAD II II II II III III H II `II II LENGTH ABOVE TOP 1 I 1 ty 1 r11 a TIGARD, OREGON 97223 n 11 11 i l 1 2 11 1 1. TYPICAL WINDOW OR DOOR ROUGH OPENING, 2x STUDS CONC. OVER 5/6 OF CONC. l 11/1 I I I \\ 1 1 1 i I i `' yl I I 1 I I I REF.ARCH. FOR LOCATIONS. METAL DECK 1"SEPARATION W I,-1 I I \III t IJ I NAILED OPTION REF. PLAN BETWEEN SILL PL 1y"I I _ _ _ 1 I _ _ _ I I _ _ _ t+.lIII_ - - _ 1 1 _ _ _ 11 11' 2. WINDOW OR DOOR HEADER, REF.4/S7.3 AND ARCH. DOUBLE TOP PL AND HOLDOWN TYP. - - - - DWGS. FOR OPENING SIZE AND ANY ADDITIONAL fl II II II 111 lit II II IIII 11`.. II II III 1 rl'I` � II II lI II INFORMATION. TOP OF SLAB +L �E� PROFF SIMPSON MSTC28 EL. REF. PLAN h \1 I 11 111 11 1 11 I 1 °��F Sbj CENTERED BETWEEN +1 n `-,I 1 1 it i �I 1 I n 3. CRIPPLE STUDS ABOVE AND BELOW OPENINGS. �� G I NF oy SPLICE POINTS 0.148"0 4 F v 4'-0° NAILS - - - - - - - - - - - - - IJ ] I,, 1 1 IIT ,I I I f J /11 I I I I � � 15,773 'P r @ 16"O.C. Id I 11 7 I I H Lld I I/ 1 1 11 1 I III -- L_j19 4. DOUBLE SILL PLATE. II II%� II II IH 5 4 111 I 11 II II R 0 TRIM •o- i •P•i i i�e• -0, it ;I1 11 11 /` .-1I I i"lr I I I It ✓ N �°' 11 II II II li'I- rl1 5' STUD. I i / it 1 I 1 ✓'f 1 1 - - - - - '' - - - - - - - - - 6. FLOOR JOIST/RIM BOARD SPACE. F'Q� 2t �.t, Cr ,� �� q(D L. p9� a II 11�``�-.. II ,-`` 141J II 11 11. 11 L _ _ J L _ _ _ J L _ _ _ J L I% - - I I - _ - - - - I _I 6 7, TYPICAL WALL STUDS. exPll�s 12-31-13 F - -_ -1r- - - � 1 - - - � r - - - � r - - � - - - - - - - - - IIV II II 1111 - II �_ II II II 1111 II '' II . II LI 67.1 3 r' 8. WOOD STRUCTURAL PANEL SHEATHING. LAY 11 I I 11 11 I'fi 1 I I 1 i 11 I 1111 ,r' 1 11 11 a HORIZONTALLY OR VERTICALLY. REF. SHEAR WALL 2x STUDS STRAP OPTION NOTE: NOTE: WF BEAM I I I = 10- I 1 vU °' H ( , I SCHEDULE FOR ADDITIONAL REQUIREMENTS. REF. PLAN I I I I I I I I I I I I \ ,-I 0 i SPLICE SHALL OCCUR MODIFY SHEAR STUD SPACING AS REQUIRED TO CLEAR _ _ _ _ U _ _ IL` 11_ _ _ 1 i _ _ _ 1 _ _ - u _111 _ 1I_ _ _ _ _ - I g. P.T. SILL PLATE. OVER A UD. HOLDOWN ANCHOR. 16 13�` � 11 ,% ' -.� 12 I I 6 10. SOLE PLATE. TYPICAL TOP PLATE SPLICE TYPICAL HOLDOWN AT WF BEAM - - - - - - - - 7 � -` �- '- -` -�- - �` -•- - � -` �y' : -` -•- '- : -` - �` � -` -` _ : _` - 11. DOUBLE TOP PLATE, EF. 7/57.1 FOR TOP CHORD SPLICE I I-,. - - n - - - -Ir - 1-r:- - - - -�.Ty'- - ter - - - n - - - rl ="�- - - - -i i E R 1"=1'-0" 4 h! I I I I I 1 i\ I DETAIL.. 1 1'-O" -° JL _ _ - JL - _ _ JL - - IL - - ,II = _ _ JL - - - JL - - - JL _ _ _II _ _ _ JL - -JL - - - JL • I 'IF IF - - - - 1r- - - - 1F - - -1F _ _ _ -1F - - - 1F 1•1-r - - - -1F - - - 1F - - - 1F71 12. HOLDOWN ANCHOR, REF. 3/S7.1. lid, I I I I• I I I I I I I I I I /" I I `.. Ltd I I I I I I' I I I I I I _'�IT.% I I "A I I I I I I 1 1 I I HOEDOWN POST N pQ} h t•,11 I 16 11~'\ III a 11 r I 1 13. WHERE ENDS OF SHEAR WALL OFFSET, HOLDOWN POST 0.148"0 NAILS NOTE: C� a 'I, I '`_Ll I I I yl/ 11 1 I 1 1 I I I I I I I I I TO ALIGN AND CONTINUE TO FOUNDATION. @ 12" o.c. REF. PLAN AND 3/67.1 ems• / •• 1. REF. SHEAR WALL �i9lJ ,I I I I 1 1 -" I I JJ ti r 14. ANCHOR BOLTS.THERE SHALL BE A MINIMUM OF TWO HOLDOWN SCHEDULE 1/S7.1 FOR I 1 I IIIA 1 \ 8 BOLTS PER SILL PIECE(A HOLE IN SILL REMOVING MORE REF. PLAN SHEAR WALL TYPES. Id I I% I I III I I I I Lld /I I I I I ' 18 11 pi I I 11 --+I'I 18 1 u 11 `I THAN 25% OF CROSS-SECTION SHALL BE CONSIDERED SHEAR WALL TO BE BREAKING PLATE WITH ONE BOLT LOCATED NOT PL 0.229x3x0'-3" Ih :I I I I�� III I I '`�, I I I•I,"'' I I 20 1 1 - 1 I ) EDGE NAILING 11 f 1 1 1 yl 1 1 1 1 1 1 1 l 1 1 ;i; 11 I I MORE THAN 12"NOR LESS THAN 4 Jaz"FROM THE END OF OR SIMPSON t 1 1 r.OI I I I I r III n n 1 1 EACH PIECE. REF. 1 AND 5/S7.1. BPS18-3 ILJL _ _ _ Jt/_ _ _ JL _ _ _ JIL _ _ J _ J _ _ L \ _ t'! _ _ _ L _ J _ _ _ JLJ1, NOTE: 1 G 1 F - -- - -I F - - - 1 F - - - 1 1 r - - r'._ - -1 - - -. - r - 1 - - F - -'1 F - - - � r � I: - TREATED 15. 2ND FLOOR STRUCTURE. THE STUD CONFIGURATION SHEAR WALL SILL PL16 1y 11 16 n l rt n 11 SHALL BE THE SAME FOR ALL 1 1 1 n r ti 1 \ rth f �I 1 16. EDGE NAILING, REF. SHEAR WALL SCHEDULE. EDGE NAILING \ CONDITIONS WHERE STRAP FLAT SIDE OF I 19 11 � III LI I� I I I II-" I I I I I I HOLDOWNS ARE USED. PL WASHER i 1 I ll I r' III I I I I 11 11 '11 t 11 11 11 11 17. INTERMEDIATE SUPPORT NAILING @ 12"o.c. IJ I I I I \ter III 11 17 11 `- 11� ' 1.1,1 I I - I I 11 EDGE NAILING CONCRETE OVER I I I I I I �"` L I I I I I 1 I I I t I 11 1 1 1 21 1 I 1 1 1 1 4 / 18. PROVIDE EDGE NAILING TO EACH HOLDOWN POST. SHEAR WALL d 11 11 LId 11 n WHERE HOEDOWN POST CONSISTS OF BUILT UP 0.131"0 NAILS REF. SCHEDULE METAL DECK S7.1 I I I rf 12 I I f I I I' 11 12 I 1 1 Drawing: EDGE NAILING @ 6" O.C. REF. PLAN /I I X 1 1 '� 5 "' I I 1 1 r1'1 -'�,, 11 I I I I 1 I MEMBERS, PROVIDE STAGGERED NAILING TO EACH SHEAR WALL l7J 11 .�7.1 1 L PIECE. / WOOD DETAILS .1"I 11 II - - 11 JII ._-_ _,_II _ 11_ _ _ _ u _ _ IL _ _ _ 11 � II II EDGE NAILING _ _ u _ _ _1L _ - -'L 19. HOLDOWN POST. 0.148"0 NAILS I I 14 15 16 20. ALL SHEATHING EDGES ARE TO BE BLOCKED. REF. @ 6"o.c. SHEAR WALL SCHEDULE FOR FRAMING THICKNESS AT ADJOINING PANEL EDGES. HOLDOWN SHEAR WALL DO NOT OVER CONCRETE SCREW DRILL HOLE IN 1' 011 21. ONE STUD MINIMUM TO ALIGN WITH ALL PANELS EDGES. REF. PLAN EDGE NAILING OR ANCHOR BOLT LO ( ) SILL PL REF.#20 ABOVE FOR ADDITIONAL INFORMATION. Job N0: 213043 REF. SHEAR WALL HOLDOWN POST 0.148"0 NAILS SCHEDULE 1/57.1 22. REF. SHEAR WALL SCHEDULE 1/S7.1. REF. PLAN AND Date: 10/21/13 3/S7.1 @ 6"o.c. TYPICAL Sheet No: 8 TYPICAL HOEDOWN AT WF BEAM 5 SILL PLATES AT SHEAR WALLS 2 TYPICAL SHEAR WALL ELEVATION S701 1 =1 _011 SOLE PL NAILING GL BEAM REF. SHEAR WALL SHEATHING DOUBLE TOP PL REF. PLAN REF. PLAN SHEAR WALL DIAPHRAGM SHEAR WALL SCHEDULE 1/S7.1 REF. PLAN BOUNDARY REF. PLAN NAILING DIAPHRAGM SOLE PL E A SOLE PL NAILING SOLE PL BOUNDARY WALL SHEATHING NAILING FLOORING FASTENERS EDGE NAILING FLOOR SHEATHING @ 6"o.c. SCOTTIEDWARDS ARCHITECTURE LLP REF. PLAN EDGE NAILING SIMPSON ITT DIAPHRAGM BOUNDARY 1%" CONTINUOUS REF. SHEAR HANGER TYP.AT 2525 E. Burnside St., Portland, OR 97214 SHEATHING NAILING LSL RIM JOIST WALL SCHEDULE EACH BLOCK phone:(503) 226-3617 www.seelip.com REF. PLAN NAILING 1/S7.1 NOTE: REF.SHEAR WALL SIMPSON A35 SIMPSON A35 ROOF SHEATHING SIMPSON LTS12 r REF. PLAN SI 16"ox,ON SCHEDULE 1/S7.1 SPACING 1 FOR FLOOR SHEATHING FOR EDGE NAILING, REF. PLAN ROOF/FLOOR JOIST SOLE PL NAILING EDGE NAILING TO SHEAR WALL BOUNDARY REF. PLAN AND A35 SPACING. MATCH WALL ABOVE SIFq MPSON IMPSON EDGE NAILING TO FLOOR JOIST REF. SCHEDULE O MATCH WALL BELOW REF. PLAN HANGER 2x6 BLOCKING U.N.O. TOP FLANGE SLOPED TOP EDGE NAILING TO FLOOR JOIST CONTINUOUS 1%" S1 ®CONSTRUCTION INC. BETWEEN STUDS JOIST SIZE HANGER FLANGE HANGER MATCH WALL BELOW REF. PLAN w/(2) EDGE NAILING LSL RIM JOIST AVIATION COMMERCIAL • INDUSTRIAL 0.131"0 NAILS REF. SHEAR NAILING TO MATCH ROOF 2x8 JB28 HU28TF TO TOP PL WALL SCHEDULE DIAPHRAGM BOUNDARY WALL SHEATHING 1/S7.1 NAILING SIZE AND SPACING 2x12 JB212 HU212TF BLOCKING @44'0"o.c. ROOF JOIST CONT. 2x12 LEDGER 11y/"TJI ITS LBV SHEAR WALL (2)2x TOP PL REF. PLAN WALL SHEATHING REF. PLAN ATTACH w/(6) 10d NAILS SOLID SAWN TO STUD NOTE: NOTE: AT SIM. (2)2x TOP PL Consulting Engineers ][:::SIMPSON ITS TOP ONLY ONE JOIST FRAMING LOCATE SHEATHING JOINTS FLANGE HANGER INTO BEAM AT SIM. %" MIN. FROM HORIZONTAL SHEAR WALLSW 5th Avenue PARAPET DETAIL EXTERIOR SHEAR WALL J°'NTSI" FRAM'NG. EXTERIOR REF. PLAN 111 SuiteOregon 972 Portland,Oregon 97204 503-227-3251 10 1PEORPENDICULAR TO JOIST 7 JOIST CONNECTION TO GL BEAM q 1"=1._ ,PERPENDICULAR TO JOIST 1 SHEAR WALL PARALLEL TO JOIST 11 1 • 1 • 6x8 PARAPET HEADER SPANS TO JAMB STUDS EACH END DOUBLE TOP PLSIMPSON A35 WEB STIFFENER AS DIAPHRAGM TOP PL SOLE PL SIMPSON A35 TO BOUNDARY NAILING BOUNDARY REQUIRED BY JOIST NAILING ATTACHMENT T H E ADRIENNE JAMB STUDS EACH MANUFACTURER SOLE PL NAILING WALL SHEATHING END OF HEADER WALL SHEATHING 1%/' LSL BLOCKING SHEATHING BETWEEN JOISTS FLOOR DIAPHRAGM 2x6 STUDS @ 16"o.c. REF. PLAN SHEATHING BOUNDARY NAILING DIAPHRAGM BOUNDARYt DIAPHRAGM BOUNDARY REF. PLAN REF. PLAN 7148 SW GONZAGA STREET NAILING 10d NAIL 3"o.c. AT NAILING EDGE NAILING BLOCKINGG TIGARD, OREGON 97223 SHEATHING NAILING REF. PLAN SIMPSON LTS12 ROOF SHEATHING SIMPSON LTS12 @ 32"o.c. NOTE: NOTE: @ 16"o.c. REF. PLAN REF.SHEAR ROOF SHEATHING REF. SHEAR WALL SCHEDULE REF. PLAN WALL SCHEDULE SHEAR WALL BOUNDARY 1/S7.1 FOR EDGE NAILING FOR EDGE QED PR NAILING AND NAILING ANAILING AND NG. A35 SPACING. �C����Ge NF��09 GL BEAM 2x6 BLOCKING CONTINUOUS JOIST 1%" LSL BETWEEN JOISTS TO BUTT JOISTS REF. PLAN BETWEEN STUDS REF. PLAN w/(2) EDGE NAILING R ROOF JOIST AT CENTER OF 0.131"0 NAILS TO �9ry g0L REF. PLAN NAILING TO MATCH ROOF TOP PL WALL. PROVIDE d9 21 SOLID SAWNIr5 DIAPHRAGM BOUNDARY WALL SHEATHING (2)0.131"0 NAILS A[p Pg0 AT SIM. NAILING SIZE AND SPACING REF. PLAN AT EACH JOIST SIMPSON A35 TO TOP PL EDGE NAILING ExPn�s 12-31-13 ROOF JOIST CONT. 2x12 LEDGER CONT. 2x12 LEDGER REF. PLAN ATTACH wl(6) 10d NAILS ATTACH w/(6) 10d NAILS (2)2x TOP PL SHEAR WALL (2)2x TOP PL @ 16"o.c. 2x BLOCKING TO TO STUD REF. PLAN SIMPSON ITS TOP MATCH JOIST DEPTH SHEAR WALL WALL SHEATHING SIMPSON LSTA18 FLANGE HANGER BETWEEN JOISTS WHERE STRAP OCCURS REF. PLAN @24"o.c. PARAPET DETAIL INTERIOR SHEAR WALL INTERIOR SHEAR WALL 11 PARAPET DETAIL AT GL BEAM PARALLEL TO JOIST PERPENDICULAR TO ROOF JOIST PERPENDICULAR TO FLOOR JOIST 6x8 PARAPET HEADER SPANS TO JAMB STUDS EACH END POST WHERE OCCURS DIAPHRAGM WALL BOUNDARY BOUNDARY NAILING i I REF. PLAN SOLE PL SIMPSON A35 TO NAILING TYP. TYP BEAM JAMB STUDS EACH DOUBLE TOP PL REF. PLAN d ` DIAPHRAGM END OF HEADER WALL SHEATHING TYP. 9 —14 BOUNDARY ROOF SHEATHING r� l SOLE PL NAILING NAILING 2x6 STUDS @ 16"o.c. REF. PLAN 4 — TYP. FLOOR SHEATHING DIAPHRAGM BOUNDARY REF. PLAN t NAILING 1 SIMPSON ECCQ 10d NAILS @ 3"o.c. _ _ _ POST CAP AT BLOCKING SIMPSON LTS12 NOTE: @ 32"o.c. ROOF SHEATHING REF.SHEAR WALL REF. PLAN SCHEDULE 11S7.1 Drawing: EDGE NAILING 10 c FOR EDGE CONT. FILLER BLOCK NAILING AND SOLE PL NAILING. WOOD DETAILS ROOF JOIST ROOF JOIST REF. PLAN REF. PLAN TYP FLOOR JOIST REF. PLAN (2)2x TOP PL GL BEAM /<" TYP, EDGE NAILING REF. PLAN SHEARWALL REF. PLAN WALL SHEATHING SHEAR WALL WALL SHEATHING CONT. 2x12 LEDGER REF. PLAN AND 1/S7.1 REF. PLAN 2x BLOCKING TO ATTACH wl(6) 10d NAILS POST REF. PLAN AND Job No: 213043 MATCH JOIST DEPTH @ 16"o.c. REF. PLAN 1/S7.1 BETWEEN JOIST Date: 10/21/13 @32 "SIMPSON LSTA18 Sheet No: INTERIOR INTERIOR SHEAR WALL @ 32"o. 12 PARAPET DETAIL AT GL BEAM 9 SHEAR WALL AT ROOF CONN . 6 BEAM TO WOOD COLUMN CONN. 3 PARALLEL TO FLOOR JOIST S702 1 1 0 STAGGER PANEL SIDE JOINTS EDGE NAIL CONT. GALV. SIMPSON STC CLIP TYP. POUR STOP REF. @ 24"ox. MAX. S0.3 EDGE E A EQ. EQ. DIAPHRAGM EDGE FLOOR JOIST SIMPSON STC CLIP AT NAIL NG NAILING 11 I I 11 I I I II II II 11 II 11 11 11 II 1 CONC. OVER EACH BLOCK I n u n - 11 SCOTTIEDWARDS ARCHITECTURE LLP STRAP GYPCRETE OVER METAL DECK — — — — — — — — T FIELD NAIL REF. PLAN a 11 u n PLYWOOD SHEATHING REF. PLAN 1 I1 II I I II 11 1 11 I I 11 11 I TYP. REF. PLAN FRAMING II I1 II 11 11 11 11 1I II 2525 E. Burnside St., Portland, OR 97214 SHEATHING I II II II II II 1 II II It II I phone:(503) 226-3617 www.sealip.com REF. PLAN TOP OF SLAB LSL BLOCKING EL. REF. PLAN n - I — .—._� II II II II II I I1 II 11 1I II REF. 2 AND 5/S7.02 I II II II 11 11 11 11 11 II II I' - Tr —1 DOUBLE TOP PL j II 11 11 II II 11 II II 11 11 II 11 II II II II It 11 IIIul I1 a I 11 11 11 11 11 11 11 II II I1 BLOCK EDGES I II II 11 11 II It It II II I1 AS REQUIRED u z z I II II II 11 11 II II II II II ON PLAN TPLACE NAIL NO FLOOR JOIST r _IL _ i1 _ 1 _ _IL _ Lt _ i_ _IL _ i1 _ 11_ _I CONT. P.T. PL CUT TO LOWER THAN MID rr — TI— — I R 1 ®CONSTRUCTION, INC. FLOOR JOIST 5 .. j r r - rt - —Ir — T — — SUIT w/ / 0 THRU-BOLT SLOT LEAVE Y5" 1 1 GL BEAM REF. PLAN 24"o.c. COUNTER 2x4 BLOCK 24"o.c. EDGE NAIL ' AVIATION COMMERCIAL INDUSTRIAL @ BETWEEN CLIP @ 1 u 1 REF. PLAN FLOOR OR ROOF SUNK IN PL AND NAIL HEADNOTCH AT BOTTOM ALONG SHEAR n 1 1 JOIST SIMPSON ITS TOP TYP, CHORD OF JOIST. WALL OR DRAG = — FLANGE HANGER STRUT 11 I 11 POST CONNECTION WF BEAM r� 11 11 REF. 6/S7.2 REF. PLAN NON-STRUCTURAL POST PARTITION BEARING/SHEAR • WALL OR BEAMS REF. PLAN WALL STUD Consulting Engineers REF. PLAN NOTE: FLOOR JOIST NON-BEARING PROVIDE Y8"GAP STRUCT ALL TURAL NOTES REF. GENERAL STRUCTURAL NOTES FOR 111 SW 5th Avenue ADDITIONAL INFORMATION. Suite Oregon Portland, Oregon 97204 8 STRAP CONNECTION DETAIL 5 CONNECTION AT WF BEAM 3 PARTITIONS AT FLOOR PLYWOOD DIAPHRAGM NAILING 503-227-3251 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" FOR MAX. HOLE SIZE REF.SCHEDULE 6" BELOW TYP. SIMPSON LEG TOP NOTES: FLANGE LANGE FHANGER 1. NOTCHING OF JOISTS O THE ADRIENNE DOUBLE TOP PL CRIPPLE STUD TO NOT PERMITTED. ALIGN w/TRIM STUD ABOVE WHERE 2, HOLES TO BE APPLICABLE LOCATED IN MIDDLE Y3 2x JOIST ELEVATION 7148 SW GONZAGA.STREET OF DEPTH "W". EXCLUDES I-JOISTS TIGARD, OREGON 97223 HEADER REF. MANUFACTURER'S REQUIREMENTS REF. SCHEDULE 1 o ADD ADDITIONAL BELOW FOR SIZES ANCHOR BOLT L1 o U.N.O. ON PLAN EACH SIDE OF P FSS o 6" MIN. I MAX. HOLE/NOTCH �� GI Nuc OL I MIN, MIN. MIN. A � 15,7737 �� v� O O TRIMMER GREG STUD IN 21 ,pol GL BEAMS KING STUD ° `c9A(p L w OVERSIZED REF. PLANp 3" NOTCH OR HOLE exPlaes 12-31-13 _ IFYPIN SILL PL SILL SILL OR SOLE PL PLAN VIEW GL BEAM TO MAA MIN. SIMPSON RPS28 ON EACH PL GL BEAM CONNECTION X. MIN. MIN. 6 O O NOTCH TOP PL PLAN VIEW NOTES: 1. "W'DENOTES WIDTH OF WOOD MEMBER. 2. SILL PL NOTES: SIMPSON SS1.5 AT ALL A. WHERE NOTCH IS GREATER THAN NOTED, NOTCHES UP TO 2%" LOAD BEARING WALLS PROVIDE ADDITIONAL ANCHOR BOLT EACH SIDE OF NOTCH. w g B. WHERE BOLT IS LESS THAN 1"CLR. FROM W/3 OPENING WIDTH HEADER SILL TRIMMER EDGE, PROVIDE ADDITIONAL ANCHOR BOLT. MAX. EQ. EQ. SHEAR WALL 0'-0"TO 4'-0" 6x6 (2)2x (2)2x C. ALL OVER SIZED BOLT HOLES(HOLES SHEATHING 4'-1"TO 6-0" 6x8 (2)2x (2)2x GREATER THAN X16"+ANCHOR BOLT 0) SIMPSON RPS28 REF. PLAN AND 1/S7.1 SHALL BE FILLED w/EPDXY FOR TIGHT FIT. cO REF.ARCH. FOR 6'-1"AND LARGER CONTACT STRUCTURAL ENGINEER Drawing: PLYWOOD SHEATHING 3. TOP PLATE STUD NOTE: SIDE DRILLED HOLE SCHEDULE WOOD DETAILS WHERE NOTCHED OR DRILLED HOLE EXCEEDS MEMBER MAX. HOLE 0NON-LOAD BEARING WALLS ALLOWABLE: - — -------- ------ TOP PL: CONTACT KPFF CONSULTING JOIST W/8 OPENING WIDTH HEADER!__ - SILL TRIMMER ENGINEERS. O TOP PL, SILL OFFSET STUDS STUD: REPLACE STUD. z AND W/3 U.N.O. IN PLAN PLAN VIEW 0'-0"TO 6'-0" (2)2x6 (2)2x (2)2x co � STUD SOLE SHEATHING 6-1"AND LARGER CONTACT ISTRUCTURAILI ENGINEER 4. ALL HOLES TO BE DRILLED, NOT SAWN. O REF.ARCH. Job No: 213043 5. ALL NOTCHES TO HAVE CORNERS PRE-DRILLED. -41 Y4" CLR. Date: 10/21/13 STUD ELEVATION NOTES AND Sheet No: 7 PARTY WALL DETAIL 4 TYPICAL HEADER / SILL DETAIL 2 NOTCHES AT WOOD FRAMING 111=11-011111=11-01, S703