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Plans BUP2O1 6M01 89 . CASCADE BUILDING RECEIVED JUL 62016 ERIC ROSE CITY FUTSALCITY BUI p�G DNAS CSN R C HI T E C T� 3200 SE 1 64TH AVENUE SUITE 302 VANCOUVER,WASHINGTON 98683 THESE ABBREVIATIONS ARE FOR STANDARD REFERENCE ONLY. N V. 360.798.3801 GENERAL NOTES ABBREVIATIONS NOT ALL SYSTEMS AND ASSEMBLIES LISTED OCCUR IN THESE DOCUMENTS VICINITY MAP m I. VERIFY AND COORDINATE SITE CONDITIONS AND DIMENSIONS. BRING INCONSISTENCIES TO ATTENTION A w S AB Anchor Bolt, Acoustical Core Boat w Hinge/ HIoh S South/ Shelf OF ARCHITECT BEFORE PROCEEDING WITH WORK. A/C Asphalt Concrete HE Hose EtB 64R Shelf and Rod ACP Acoustical Celing Panel FIC wa�dca //Tuwolow Core SAN Sankey W ACT Acoustical Gelling The HCW GCCorEf Water/Honow Core Wood '�D Seal Cover Dleperoer 2. PROVIDE SHORING AND BRACING AS NECESSARY TO ENSURE STRUCTURAL INTEGRITY WHEN WORK AD Area Drain sCHED sched e Q SPECIAL INSPECTION REQUIRED 7 it ADJ AdJustable/ Adjacent FOR Header SCW Solid Core Wood iiiiii,,41/4 INCLUDES STRUCTURAL MEMBERS. AFF Above Finished Floor HOW Haduood sD soap Dispense -tate of Oregon Structural Specialty Code AFM At Handing Unit NM Holow Metal SECT Section 4A' AL/ALUM Aluminum HORIZ Horizontal 9F e ALT Alternate/ Alteration HP Horsepower/ High Point/ Heat Puiryi SFC d Fir Coati • -+C. ` 3. IMMEDIATELY BRING ERRORS AND OMISSIONS FOUND IN THESE DRAWINGS TO ATTENTION OF aro AutomaticmDoorOpHR Hour/ Had an 5-IT ng U Colic =to and Reinforcing Steel ARCHITECT. WHERE CONTRACTOR IS AWARE OF CONFLICTS OR OMISSIONS AND HAS NOT BROUGHT THEM AP Access Panel Apron Panel iloilual oi Water � sHTG Sheathing d� TO ARCHITECT'S ATTENTION, IT IS UNDERSTOOD THAT CONTRACTOR HAS MADE PROVISIONS FOR MORE APPROX Approximate NUR Hot Water Return SMS Sheet Metal screws V In =•Its Installed in Concrete AVE Avenue l/ Architectural HW9 Hot Water 5ND Sesta Napkin Dispenser F R O E L I C H COSTLY AND STRINGENT METHOD. WHERE CONFLICTS, ERRORS OR OMISSIONS OCCUR IN DRAWINGS, AVE Avenue �� 9NT SealanC AWP Acoustic Ulan Panel I sw santta�I Napkin Waste Receptacle ■ Special Moment-Resisting Concrete Frame PROJECT MANUAL, OR OTHER RELATED CONTRACT DOCUMENT PROVISIONS SUCH AS MANUFACTURERS SPEC Spec rircatlon D Inside Diameter/ Inside Dimension yQ Square E• N G I N E E R S E INSTRUCTIONS, REFERENCE STANDARDS, AND REGULATORY AGENCIES AND CODES, ASSUME MORE B E Invert Elevation ss soar su loci 1.1 Rein . • . Steel&Prestressing Steel Tendons STRINGENT REQUIREMENTS AND VERIFY WITH ARCHITECT BEFORE BEGINNING WORK. S t Bottom of C N Inches ser Mt steel PORTLAND: (503) 624-7005 BLDon ELKO Block N7 Interior SIC Sound Transmission Class _..._a 0 Structural Welding BEND: (541( 383-1828 BM Beam/ h Mak WR Indirect waste receptor 510 Standard SHADY LN Ile 4. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD BOT/DIM bottom J SIL Steeltain V High Strersght Bolting DENVER: (720) 560-2269 MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. STUN Between JAN JanitorSTOP Storm-ie o froelich-engineers.com BUR Built-Op Root .IT Joint STRICT Struc[Gre/ Structural ❑ g Bow Bottom d' wetSUBFL Sub floor _ ❑ Structural Masonry JOB# 15-T201 5. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE AND MASONRY, FACE OF FRAMING OR C KKKt�(s) 3P fie \ El / Q CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CB Catch Basin/ Chalk Board KD Ki Dried 5WC la Wal Coating ❑ Reinforced Gypsum Concrete CBE Cementltious Backer Boat KIP 1000 pounds CBC Canrorrfa Bund Code KIT/ T ❑ Insulating Concrete Rn 6. COMPLY WITH BUILDING CODES AND OTHER APPLICABLE CODES AND ORDINANCES. CD Cemng Diffuser,Building Dispenser KITCHOKnock T roP/4 bottttir Tread/ Toilet / CG Corner Guard KP Kick Plate r�dG T�onP�e�'Groove / ❑ Spray AppliiedFire-Resistive Materials CH Coat Hook/CHRL Chat Rat Channel L TB T��I Ba/ Tack Board PROJECT 1. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS IS NON-CONFORMING WORK AND Ci Cast Iron TED rleBikerBond 0 PiBllgs,DrilledPiersandCaissons REQUIRES CORRECTION AT NO ADDITIONAL COST TO OWNER AS DIRECTED BY ARCHITECT. CIP Cast In Place L Left/ Length/Ladder7 7e racQlea BITE CJ Control Joint / Construction Joint LAV Lavatory TD Tawe) Vlepereer 4 waste CL Center Line LB Pound TEL Telephone ❑ Shotcrete CLG Cetl LF Linear Foot TEMP Tempered/ Temporary/ Temperature 8. COORDINATE WORK IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS TO ACCURATELY LOCATE CLR Clea Clearance LH Left Had TER Terrazzo LI-IR Left Hand Reverse0 Special Grading, MECHANICAL, ELECTRICAL, AND OTHER PENETRATIONS AND SYSTEMS WITH RESPECT TO STRUCTURAL Cru Concrete Masonry Units LL Live Load TOC loop«i'Curb/ top of Concrete1-3 Focavation`7ndfigi� CO Clean Out LP Lou Point TOD Topof Deck FRAMING. DO NOT PENETRATE STRUCTURAL FRAMING OR ANY PART OF THE ROOFING SYSTEM WITHOUT CONC Concrete TOE Topor Framing 0 Smoke-Control Systems PRIOR WRITTEN APPROVAL FROM LANDLORD AND ARCHITECT. CONT Continuous M TOIL Toilet NORTH •_�• AST. G 'D�C CPT Carpet TOP T of PMte / Pavement 0 Other Inspections �✓ CT Ceramic Tile/ Changing Table MAS Masorry 105 T of St el .��j , 9. FOLLOW MANUFACTURERS' INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE MAX Maximum / ,1 CTR Center TP Te lie Panel Board v�CTMO��tt�Lt INDICATED OR REQUIRED BY CODE. CTSK Countersunk MB Machine Bolt / Marker Board TPD Ta t Paper Dispenser N `^'" CU Cubic MDF Medium Density Fiberboard 1V Television l ' CW Cold Water MECH Mechanical TVB Television/ VCR bracket A 10. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL EQUIPMENT WITH D MTVMET natalxpon Jant U P Typical PROJECT DATA MEMS Meiifx MECHANICAL CONTRACTOR, BEFORE PROCEEDING WITH THE WORK. d ni (Hier) MFR Metal r / Manufacturing �eI WC Under Counter i. DA Denial Alr, Dental Air eseor MIN Minimum/ Mises UL Underwriters Laboratles II. ALL PIPE, CONDUIT, DUCTS AND STRUCTURE TO SE CONCEALED BEHIND FINISHED CONSTRUCTION DBL Double cAsyx MiSC Miscellaneous UNO Unless Noted Otherwise SITE ADDRESS: IO831 SIN CASCADE AVENUE, TIGARD, OREGON `a CAMAS,WA Sis UNLESS NOTED AS EXPOSED TO VIEW ON DRAWINGS OR APPROVED BY ARCHITECT. DEPT Department Mo Masonry Opening UTIL Utility DET Feta MTD Mounted SCOPE OF WORK: TENANT IMPROVEMENTS OF (E) BUILDING 9 4942 �� OF Dnnklnnqq Fountain/ Douglas Fir MUTCD Marual of Uniform Traffic Control Devices V DIA DlametSrVCT Vinyl Composition Tile OF 04 12. OFFSET AND ADJUST NON-LOAD BEARING FRAMING AS NECESSARY TO MAKE FINISHED SURFACES DIAD Didgonal VERT Vertical RICA Detect In Concrete Anchor N VP Veneer Plaster FLUSH AND TRUE TO LINE. DIM Dimensionl NA NNoo North WGOVERNING CODES: DL Deposal NIC Not In ontract 13. VERIFY BLOCKING 4 BACKING REQUIREMENTS WITH EQUIPMENT SUPPLIER 4 CASEWORK FABRICATOR; "/ Drain No/t tnum>er w wast/ Water/Clothes NOM Nominal Washer/ WATT BUILDING CODE 2014 EDITION - OREGON STRUCTURAL INSTALL BLOCKING 4 BACKING AT ALL WALL-MOUNTED AND WALL-SUPPORTED ITEMS, TYPICAL Ds pDownspout Nrs Not to Scale w/o Without DSP Sld a PpeW/ With SPECIALTY CODE COSSG) 14. NOTES INCLUDING "AS REQUIRED" INDICATE AS REQUIRED BY LOCAL JURISDICTION, VERIFY DEuG OaiHtqBleacuum or WiaedFage EXPIRES: O1 .20. 1 7 DWR Draue`TS o/ Over WFI water He er SIGNED: 0 6.0 1 . 1 6 REQUIREMENTS PRIOR TO BID AND BEGINNING THE WORK. OC On Center wP Work Point/ Waterproof PLUMBING CODE 2014 EDITION - OREGON PLUMBING E OD Outside erDrainter WR Waste Receptacle,Waste Receiver talon) OFF Office WSBC Was�oohiihngtoneSttate Building Code SPECIALTY CODE 15. EXIT SIGNS AND EMERGENCY ILLUMINATION SHALL INDICATE PATH OF EGRESS TRAVEL EA Each OH Opposite Hand o Wwee 1etl Wire Fabric EB Expansion Boll OPP nisRe WWM Welded Wire Mesh 16. PROVIDE TEMPORARY PROTECTION ISOLATING WORK SITE, EQUIPMENT RENTAL, GENERAL CLEANING EFG Exhaust G s OSC O i lea Strand Board Y A 01-05-2016 OZ Ource MECHANICAL CODE 2014 EDITION - OREGON MECHANICAL AND DEBRIS DISPOSAL E 'o Joint YD Yard Crain/ Yard EL E atwnSPECIALITY CODE ELEC Electrical P Q ENTR Entrance EP Electrical Paneboad/ End Panel PA Paint P tic Addess ELECTRICAL CODE 2014 NATIONAL ELECTRIC CODE ///�� EQ E�,�I/ Earth Quake SUPPLEMENTAL ABBREVIATIONS / \ EQJ ESth Quake Joint PC Precast MFPAlO) Equipment PCD P C Dispenser EQUIP Exbti To Remain PERF Perforated BUC Elecur` water Cooler PERP PerpendicularSYMBOLS USED FIRE CODE 2014 EDITION - OREGON FIRE CODE A EXP " PH Phase la e/ Plastic Laminate AS ABBREVIATIONS Exist Existing PLAM Poetic Laminate ENERGY 2014 EDITION - OREGONENERGY EXT Exterior PLAS Plaster 4 AndA PLYWD Plywood A Angle EFFICIENCY SPECIALITY CODE . .. F PNL Panel a At PNT Paint l FA F eem/t Forced Air PREFw PreflnishedCenterline ¢ LOCAL TIGARD MUNICIPAL CODE - - FAAP Fire Alam Annunciator Panel PSE Pound Per Squeal Foot C Channel THESE SYMBOLS ARE FOR STANDARD REFERENCE ONLY. FACP Fire Alam Control Panel psi pa Ps a Izn r N 1Jef A GRAPHIC SYMBOLS PAPE Fire Alarm Pull box PSL Parallel St ad d Penny NOT ALL SYSTEMS AND ASSEMBLIES LISTED OCCUR IN THESE DOCUMENTS FB Flat Ba PT Preservative Treated/Paint/Point / Per CITY OF TIGARD FD Floor Aar PTD Pps Towel Die ceptor R Property Line/ Plate REVIEWED FOR COI]E COMPLIANCE REVISIONS DATE FDC FireloDepartment Correction PTDW PTD 4 Wrote Receptacle . Plus or Lin L_j'/ FE Fire Extl bher PVC Polyvinyl Chloride FEC Fire EFloor Eher Cabinet 0 Rant Approved:, FH Flat Head Qr a T e Square AREA ANALYSIS: OTCs [ 3 FFE Firish Floor Elevation Q D 9quae/ are Feet pp FHc Fire hose Machine QTR awl JURISDICTION: TIGARD, OREGON Permit#: L� - BUILDING GRID LINES FHM9 Flat Head Machine Screw ELEVATION FHSMS Flat Head Sheet Metal screw B - CONCRETE AND MASONRY WOODS B PLASTICS Flu» Flat Head Wood Screw R ABBREVIATED STRUCTURAL SHAPES P �C�16%C�C.e 2 Elevation I D. FIN Finish c American standard Channel A312 Sheet Number Section View FL Floor R Rise ! Rfr,eocate HHS Hollow Structural snaps BUILDING AREA: 34,320 SF Address: tt . 14\ s , r" WALL TYPE Section Vtew FLUOR Fluorescent RA R/S Reewrfn AirAM M t BUILDING INDICATOR, Concrete �� - Finish FMB Fromee Of Brick RRAAP Rai*s Mc MIsce" a,s Channel Suite aRB RubberBase PL Plate CONSTRUCTION TYPE: iii e • 'Wood F Fame Of Of RC ate RCP Reflected Cem g Pan w w gay By: Agiegt Date: tilSECTION SEE A2.00 RD Roof Drain FDIC Fac by O sh Instated GCSection I.D. • FOR WALL TYPES FOTO Frrn. by OLrner instated bb Owns REC Recessed OCCUPANT LOAD: 7 ® Sheet Number // M/ CMU / Plywood FOIV Furrt by Qwns Installed by Vendor REF Baleares/ Refrigerator - • •� //t-/ / / / FOM Face o Masonry REINF Reinforced, Reinforcing Ber ROOF-CEILING / Brick �/ �/ Fos Face or Studs READ Re�ted ABBREVIATED TOILET ACCESSORIES OCCUPANCY GROUP: A-4, M, S-1, B . FS Ful Size/ Floor Sink RES Resttent RCOO- - I FLOOR-CEILING FT Foot or Feet RET Retail N Ret GB Coat Hook OFFICE COPY WALL r INDICATOR FTie Firm by Tenant Installed by CWC REV Reel PCD P r Cry pi ernes SPRINKLER DEFERRED SUBMITTAL SECTION PLAM On FTIT Frrn.lou Tenat Installed by Tenant RF Rubber Flooring Resilient Flooring PTD P Tduel DI nes Grout / FURN Fu Fumleh ed) RFG Roofing PTDW P r Teruel Disaiermer 4 Waste Receptacle Section I.D. Particle FVIC Furnished by Vendor, Installed by ContractorRH Robe Hook/ Rous Head Right Had FIRE ALARM SYSTEM: DEFERRED SUBMITTAL Sheet Number I SCHEDULE Mortar Board Rio Roop�"Ih gitiD `1'ayy 14 pki 'n DDp°eer INDICATOR G R& RIq hT 0f0PeNtig SNW senit y Napkin Waste Receptacle Lar Scale ,�s� TB ro walrBa DETAIL W Windows Acoustic BB Gy4a"pPeau+ Backs Bond RRRL ge RP Rests Raul Resswe Backflow Assembly TPD toilet Paper Dispenser NO. OF STORIES: 2 0 GC Gsnere Contractor RRL Rub Rel TSCD Toilet Seat Cove Dispense REFERENCE L = Louvers tile Structural GFI Ground FAuk Interrupter RSF Resilient sheet flooring WR Waste Receptacle Large Sheet HM = Hollow Metal Relights 0 El Wood GL B Glazingm GWall lue Laminated Wood RWL Rain Water Leader 6 Detail Number 5 = Storefront system Framing 45.15 Sheet Number Ceramic The NORTH ARROW Quarry Tile V Architectural ORFramiSIGNAGE WALL MATERIALS FINISHES 4 Fur ng SHEET INDEX m Detail Number ,_, -Sign No Section View PROJECT DIRECTORY ARCHITECTURAL ROSE CITY _ , 30 Sheet Number 9 JNSULATION FUTSAL PROJECT APPLICANT: CONTACT: OWNER, COVER SHEET AO.OI I IOR BENCH MARK, Section View EL, ARCHITECTS CONTACT: ERIC LANCIAULT, AIA APPRAISAL 4 CONSULTING GROUP DATUM ' - - Board BUILDING CODE ANALYSIS A0.02 10831 5 W CONTACT: ANTOINETTE LETTIERE 3200 SE 164TH AVE SUITE 302 CONTACT: DAVID PIETKA L _ J LarAreas WP „ ,_.-.........._--._.-._ �� Rigid 3200 SE 164TH AVE SUITE 302 VANCOUVER, WA 98683 TEL 503.206.1011 BUILDING CODE ANALYSIS FIRE LIFE SAFETY A0.03 CASCADE AVE Ceramic Tile Insulation VANCOUVER, WA 98683 TEL: 360.198-3801 Work Point Grout Set �♦♦�♦♦♦ EM.AIL: dav;dptekta0acgvaluatbncom SITE PLAN 41.01 TIGARD, OREGON Enclose The TEL: 108280.2530 EMAIL: ericeelaooacom WALL TYPES 4 DETAILS A2.00 Enlarged Area n 97224 ' �'�/ Batt Or EMAIL: aritolrlette'delaoodcom FIRST FLOOR PLAN A2.01 C FLOOR LINE `( }� Blanket Detail Number $ _ SUPPLEMENTAL SYMBOLS Insulation MEZZANINE FLOOR PLAN A2.02 „/ A6.I5 Sheet Number EL 108-1 SCHEDULES DETAILS A2.05 ( _ a Fireproofing $ 2/ -- NEW CONSTRUCTION ' _ Or Sprayed Insulation STRUCTURAL „ _ _ f ELEVATION )SASE LEGEND STRUCTURAL COVER SHEET S0.O1 ISSUE DATE: 1 JULY 2016 A INTERIOR FLOOR MATERIALS B FINISHED GENERAL NUMBER: 572 ELEVATION GENERAL STRUCTURAL NOTES 50.02 I fir- CUT LINE 1-111-111=111j Earth/ Compact Fill Section View DEFERRED SUBMITTALS B M I TTA L S FOUNDATION PLAN 52.01 �A1.01V Elevation Numbers =HP111-III III - Ceramic Tile, MEZZANINE FRAMING PLAN $2.02 �-I l l-II I I-II l l- Q Sheet Number REVISION QuarryTile ROOF FRAMING PLAN 52.03 INDICATOR --- ' Grout W/ SUBMIT FIRE SPRINKLER SYSTEM FOR SEPARATE PLAN CHECK AND REVIEW BUILDING SECTIONS $4.01 ...:•... Gravel ROOM MARK Cloud Around Membrane ELECTRICAL TO BE DEISGN-BUILD FOUNDATION DETAILS 56.01 Revision �.s . MECHANICAL TO BE DESIGN-BUILD FRAMING DETAILS 51.01 COVER OFFICE Room Name Resilient 4101 Revision Number Flooring FRAMING DETAILS 58.01 id SHEET Room No w/ Building Quadrant METAL Large Scale En Section Vlew r L, Sheet Metal r Typical Door Swing Is Hollow Metal Shown 90 Degrees h - CASED OPENING Large Scale W A O . a 1 _ 0. ERIC TYPES OF CONSTRUCTION (05W CHAPTER 6): PROJECT DESCRIPTION: LAN C I A U LT, TABLE 601: TYPE III-B CONSTRUCTION: ALL EXTERIOR BEARING WALL ARE TO BE 2-HR FIRE RESISTANT PIONEER MIDDLE SCHOOL IS APPROX. 34,320 GROSS S.F. OF EXISTING CONSTRUCTION. THE BUILDING CURRENTLY HAS ARCHITECT TWO STORIES OF OFFICE SPACES AND ONE STORY OF WAREHOUSE STORAGE. THE BUILDING IS TILT-UP CONCRETE AND 602.3: TYPE III: INTERIOR BUILDING ELEMENTS CAN BE OF ANY MATERIAL PERMITTED BY CODE. CONSTRUCTION TYPE III-B. THE PROJECT PROPOSES CHANGING THE USE TO BE ASSEMBLY, A-4, FOR USE AS "INDOOR 3200 SE 1 64TH ENTERTAINMENT" AVENUE SUITE 302 MEANS OF EGRESS (WSBC CHAPTER 10): GOVERNING CODES: VANCOUVER,WASHINGTDN 98683 1004 SEE EGRESS PLANS FOR IDENTIFIED EGRESS ROUTES AND OCCUPANT LOADS, A0.03 CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: V. 360.798.3801 UNIFORM CODES: 1004.3 POSTING OF OCCUPANT LOAD. ALL ASSEMBLY OCCUPANCIES SHALL HAVE THE OCCUPANT LOAD OF THE ROOM 2014 EDITION - OREGON STRUCTURAL SPECIALTY CODE (OSSC) POSTED NEAR THE MAIN EXIT 2009 EDITION - ICC/ANSI AII1.11 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2014 EDITION - OREGON MECHANICAL SPECIALITY CODE 1005.3.1 MINIMUM REQUIRED EGRESS WIDTH, EXCEPTION 2014 EDITION - OREGON FIRE CODE 1005.3.2 STAIRWAY WIDTH (INCHES) = OCCUPANT LOAD X (0.2 INCH) 2014 EDITION - OREGON PLUMBING SPECIALTY CODE OTHER COMPONENTS (INCHES) = OCCUPANT LOAD X (0.15 INCH) 2014 EDITION - OREGON ENERGY EFFICIENCY SPECIALITY CODE , TIGARD MUNICIPAL CODE 1001.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ,, ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1015.1 OR 1021.1 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT USE 4 OCCUPANCY (OSSC CHAPTER 3): LESS THAN TWO ACCESSIBLE MEANS OF EGRESS, SEE A0.05 PER 302.1 ASSEMBLY A-4 F R O E L I C H 1001.2 CONTINUITY AND COMPONENTS. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY ADMINISTRATION OFFICES B ENGINEERS ! 1008.1.2 DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MERCANTILE M PORTLAND: (503) 624-7005 MORE PERSONS BEND: (541) 383-1828 STORAGE ROOMS SI DENVER: (720) 560-2269 1009.3 EXIT ACCESS STAIRWAY: WITHIN BUILDING 2, TWO EXITS ARE REQUIRED PER 1015.1; THE EXIT ACCESS DISTANCE TO froelich-engineers.com EXIT DOOR 012 15 LESS THAN THE ALLOWABLE 250 FEET (PER TABLE 1016.2), THEREFORE, PER 1016.3.1 AND 1021.2, JOB# 154201 STAIRWAY IS AN EXIT ACCESS STAIR AND, PER 1009.3 EXCEPTION I, THE EXIT ACCESS STAIRWAY IS ENCLOSED ALLOWABLE HEIGHT & BUILDING AREA (OSSC CHAPTER 5): 1009.15 STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE BLDG DATA 1010.9 RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES ASSUMPTIONS: SINCE MOST OF THE SECOND FLOOR IS REMOVED FOR THE BUILDING PROGRAM, THE SECOND FLOOR WILL BE CONSIDERED A MEZZANINE THE BUILDING IS THEN CONSIDERED A SINGLE STORY. 1011.1 EXITS AND EXIT ACCESS DOOR SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY ALLOWABLE HEIGHT (W/AUTOMATIC SPRINKLER SYSTEM INCREASE OF 20-O" AND ONE STORY A-4 OCCUPANCY MOST DIRECTION OF EGRESS TRAVEL RESTRICTIVE): 1014.3 THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 15 FEET PER TABLE 1014.5, SEE 40.03 TYPE III-B 55'-0" + 20' SPRINKLER INCREASE = 15'-0" MAXIMUM HEIGHT W/ INCREASE = 60-0" 1015.1.1 THREE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD OF PROPOSED HEIGHT: 30-0' (+/-) EXISTING TO REMAIN, NO PROPOSED CHANGE TO EXISTING HEIGHT tt�� " 501-1000. FOUR EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT �Y �[C LOAD GREATER THAN 1000; FOUR EXITS/EXIT ACCESS DOORS PROVIDED AT GYMNASIUM ALLOWABLE AREA (TABLE 503) 9ERICThOMASLANCIAaT l' OCCUPANCY TYPE III-B ?!..k LOAD 1018.2 CORRIDOR WIDTH. THE MINIMUM CORRIDOR WIDTH SHALL BE AS DETERMINED IN SECTION 1005.1 BUT NOT LESS A-4 9,500 THAN 44 INCHES EXCEPT 12 INCHES IN GROUP E WITH AN OCCUPANT LOAD OF 100 OR MORE PER TABLE 1018.2 B 9,00012. 1028.2 ASSEMBLY MAIN EXIT. GROUP A OCCUPANCIES THAT HAVE AN OCCUPANT LOAD OF GREATER THAN 300 SHALL , 00 „s S-I 9,0 9000 BE PROVIDED WITH A MAIN EXIT. THE MAIN EXIT SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE NOT LESS el CAMAS,WA Q� THAN ONE-HALF OF THE OCCUPANT LOAD • PER 508.2, B, M, 4 S-I OCCUPANCIES ARE ACCESSORY AND, THEREFORE, PER 508.2.3, ALLOWABLE 'VA\ 4942 )G EXAL CEP IOE EXCEPTPION: T EOE IS THE NO WELL-DE WELL-DEFINED IN UND EXIT IT OR PERIMETER MULTIF LEBUMAINCsEXITS ARE PROVIDED. EXITS • BUILDING AREA AND HEIGHT ARE BASED ON A-4 OCCUPANCY OF O�. LDIN • OCCUPANCY SEPARATIONS ARE NOT REQUIRED. ALL CALCULATION ARE BASED ON THE MOST ACCESSIBILITY COSSC CHAPTER IU RESTRICTIVE OCCUPANCY PER SECTION 508.3.1 AS NOTED HEREIN 1104.4 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE LEVEL, IN MULTI-LEVEL BUILDINGS AND BUILDING AREA MODIFICATIONS PER SECTION 506 EXPIRES: 01 .20. 1 7 FACILITIES SIGNED: 06.01 . 16 1105.1 IN ADDITION TO REQUIRED ACCESSIBLE ENTRANCES, AT LEAST 60% OF ALL PUBLIC ENTRANCES SHALL BE ALLOWABLE BUILDING AREA PER STORY Aa = {At + [CAt)CIF)] + [CAt)(le)]} ACCESSIBLE, SEE A0.03 SPRINKLER INCREASE (1 s): 1106.1 ACCESSIBLE PARKING SPACES Is = 3 FOR SINGLE STORY BUILDING PARKING PROVIDED = 101 SPACES TOTAL INCLUDING (3) ACCESSIBLE SPACES FRONTAGE INCREASE (IF): IF = {(F/P) - .25]CW/30) AND W = 30 AROUND THE ENTIRE BUILDING PERIMETER, THEREFORE IF = 0.15 Q 1110.1 SIGNS. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OR ACCESSIBILITY AT THE FOLLOWING LOCATIONS: BLDG AREA CALCULATION: Aa = {At + (A0(11) + (At)(Is)) Q - ACCESSIBLE PARKING STALLS = {9,500 + (9,500)(0.15) + (9,500)(3)} - ACCESSIBLE PASSENGER LOADING ZONES = 9,500 + 1,125 + 28,500 Q - ACCESSIBLE TOILET FACILITIES, INCLUDING UNISEX TOILET ROOMS = 45,125 SF - ACCESSIBLE ENTRANCES, WHERE NOT ALL ENTRANCES ARE ACCESSIBLE Q 1101.2 THE MAXIMUM RISE FOR ANY RUN IS 30". LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF ANY RUN, BLDG ACTUAL AREA = 34,320 SF < 45,125 SF THEREFORE OKAY Q AND HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 60" 1101.2.2 THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 32" (SEGMENTS LESS THAN OR EQUAL TO 24") OR 36" FOR ALLOWABI E HEIGHT 8 BUILDING AREA (OSSC CHAPTER 5) - CONTINUED Q ALL OTHERS REVISIONS DATE 505.1 MEZZANINES ARE PROVIDED WITHIN THE BUILDING 505.2.1 AREA LIMITATION: THE AGGREGATE AREA OF THE MEZZANINES DOES NOT EXCEED ONE-THIRD OF THE FLOOR AREA OF THAT ROOM. 505.2.3 OPENNESS: A MEZZANINE SHALL BE OPEN AND UNOBSTRUCTED TO THE ROOM IN WHICH SUCH MEZZANINE IS LOCATED EXCEPTION I: MEZZANINES OR PORTIONS THEREOF ARE NOT REQUIRED TO BE OPEN TO THE ROOM IN WHICH THE MEZZANINES ARE LOCATED, PROVIDED THE OCCUPANT LOAD OF THE AGGREGATE AREA OF THE ENCLOSED SPACE IS NOT GREATER THAN 10. EXCEPTION 2: A MEZZANINE HAVING TWO OR MORE MEANS OF EGRESS IS NOT REQUIRED TO BE OPEN TO THE ROOM IN WHICH THE MEZZANINE IS LOCATED IF AT LEAST ONE OF THE MEANS OF EGRESS PROVIDES DIRECT ACCESS TO AN EXIT FROM THE MEZZANINE LEVEL 508.3 NONSEPARATED OCCUPANCIES. BUILDING OR PORTION OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THE SECTION SHALL QUALIFY AS NONSEPARATED OCCUPANCIES 508.3.1 OCCUPANCY CLASSIFICATION. NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE SHALL APPLY EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 SHALL APPLY TO THE BUILDING OR PORTION THEREOF IN WHICH THE NONSEPARATED OCCUPANCIES ARE LOCATED 508.3.2 ALLOWABLE BUILDING AREA AND HEIGHT. THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING ROSE C IT 1�/ OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE FUTSAL WITH SECTION 503.1 NONSEPARATED USES: ALLOWABLE AREA CALCULATIONS FOR THIS BUILDING HAVE BEEN DETERMINED BASED ON THE O 831 S W MORE RESTRICTIVE OCCUPANCY. THEREFORE, FIRE SEPARATIONS ARE NOT REQUIRED BETWEEN A-4. B. M AND S-I CASCADE AVE OCCUPANCIES. TIGARD, OREGON 97224 ISSUE DATE: 1 JULY 2016 JOB NUMBER: 572 CODE tj ANALYSIS U] I- EAO . D2 PLAN NOTES sroAGE Q ;ETA: SF I. OCCUPANT LOAD OF THIS ROOM DOES NOT CONTRIBUTE TO r 1 ERIC - .+L- STORAG - r �I I ® 1 RATE--300 I 1 ►a I BUILDING GORE ANALYSIS OVERALL SUITE OCCUPANT LOADS OCCUPANTS OF THIS I ® ® I LA N C I A U I COUNT= I LT, ROOM ARE THE SAME AS THOSE DISTRIBUTED THROUGH FARPOST I ==TENANT IMPROVEMENT AREA: 34,320 SQUARE FEET r AINDE- •F a DIN I' II I 101 A R C H I T E CT J ' \ AREA= 1213 SF i 2. SEE A2.00 FOR MOUNTING HEIGHTS OF FIXTURES AND USE = MERCANTILE I CODE REFERENCE �� (OSSC, UNO) CONTENTS INFORMATION ACCESSORIES. I \ / x x \ X N X RATE= 60 3200 SE 1 64TH ARTS COUNT: 22 1 AVENUE SECTION 303.5 OCCUPANCY GROUP ASSEMBLY GROUP A-4 - INDOOR IIDRAWING LEGEND I 100 CUSTODIAL • SUITE 302 • L SPORTING EVENTS 4 ACTIVITES • ALLOWABLE II AREAA=: L �___J 51 SF VANCOUVER,WASHINGTON ___� 9 8 6 8 3 TABLE 1004.1.1 OCCUPANT LOAD 445 PERSON PER PLAN ANALYSIS Common Path or Egress 100'"0 I ACTUAL OCCUPANCY OF PLAY COURTS USE = STORAGE V. 360.798.3801 TABLE 601 CONSTRUCTION TYPE TYPE III-B ACTUAL) RATE= 300 i ® ILLUMINATED EXIT SIGN II LARGE COURTS AM COUNT= I 1 STRUCTURAL FRAME: 0 HR I 8 PLAYERSE EACH TTEA INTERIOR NON-BEARING WALLS O HR Il Calculated Nunber of Occ ants at Exlt/Exit Access X X I-2 COACHES EACH TEAM x x 0 Occupants II 1 REFEREE EACH GAME NOTE I ME • I STORAGE FLOOR 4 FLOOR - CEILINGS: 0 HR TOTAL: 21 OCCUPANTS EACH COURT AREA. 591 SF ROOFS 4 FLOOR - CEILINGS: 0 HR ® I 10 USE = MERCANTILE FEC FIRE EXTINGUISHER p an SMALL COURT a a a I I a I a ty RATE= 300 SECTION 903 AUTOMATIC EXISTING, MODIFY UNDER DEFERRED .•I 5 PLAYERS-EACH TEAM I COUNT. 2 = SPRINKLER SYSTEM SUBMITTAL V - A ` ' a . A r 1-2 COACHES EACH TEAM 0NOTE I �� ,SECTION 901 FIRE ALARM EXISTING, MODIFY UNDER DEFERRED ACCESSIBLE TOILET PER ICG Alll.l FIG 6049.3.1 1 x x 1 REFEREE EACH GAME', X x I� —TOTAL.-I5-OCCUPANTS-EACH-COURT__ LET \ - 7,SU• BMITTAL 1 TABLE 803.9 INT WALL 4 CEILING GROUP: A-4 O ACCESSIBLEBELLA ELEVATOR LLC / COURTS TOTAL: 18 ACTUAL OCCUPANTS \ / NOTE F R O E L I C H FINISH REQUIREMENTS EXIT PASSAGEWAYS: N/A - NONE PROPOSED SERIAL $ 13028 / ___ \\ // II E N G I N FFR S CORRIDORS: CLASS B MODEL: SL:144 J, .i I PORTLAND: (503) 624-7005 ROOMS 4 ENCLOSED SPACES: CLASS B RATED LOAD: 15011 1004.1,2 EXCEPTION: WHERE APPROVED BEND: (541) 383-1828 X X BY THE BUILDING OFFICIAL, THE X X X —1--i-X DENVER: (720) 560-2269 SECTION 804 INT FLOOR FINISH CLASS II MINIMUM REQUIRED 0 ACCESSIBLE SHOWER PER ICC AII1.1 SECTION 608.2.3• ACTUAL NUMBER OF OCCUPANTS froelich-engineers.com THRESHOLD SHALL BE 1/2" MAX INHEIGHT FOR WHOM EACH OCCUPIED SPACE, JOB# 15-T201 FLOOR OR BUILDING IS DESIGNED, SECTION 1014.3, MEANS OF EGRESS OCCUPANT LOAD OF 445 © ACCESSIBLE DRINKING FOUNTAIN PER ICC Alll.l 602 4 ALTHOUGH LESS THAN THOSE EXCEPTION 1, 301 DETERMINED BY CALCULATION, \ / COMMON PATH OF EGRESS TRAVEL SEATING SHALL BE PERMITTED TO BE USED A x \` / ACCESSIBLE LAVATORY WI FORWARD APPRAOCH PER 121 IN THE DETERMINATION OF THE TABLE 1015.1 100'-O' MAXIMUM ALLOWABLE; 60'-O" (+/-) O AREA= 565 SF x X X E �� x ACTUAL ICC A111.1 606 • DESIGN OCCUPANT LOAD. a a SECTION 1015.1 USE = ASSEMBLY',LUNCONCENTRAT Og 2 EXITS REQUIRED 0 ACCESSIBLE URINAL PER ICC Alll.l 605 ODUNT- 38 , GRAND TOTAL OCCUPANT LO• .4110 AREA- 124 C MORE THAN 2 EXIT PROVIDED © USE = MERCANTILE / 60" MIN DIAMETER TURNING SPACE PER ICC AI11.I 304.3 II I I RATE= 300 1 GOUN7= I O LATCH APPROACH, PULL SIZE MANEUVERING IL_-__ I. I I - L X CLEARANCE AT SWINGING DOOR PER ICC AII1. FIG I o D X a a X a a 0 x X X RECEPTION X X X � 404.2.3.2 1-1 �tIII I �� C I I 1 __-_ 7 I I I I A AREA= 149 SF �� I • USE = ASSEMBLY UNCONCENTRATED ERICTHOMASLANCIAULT'CC ii RATE= 15 I COUNT. l0 — / c G s a-- ELtCT/hFCH sToF —T—• I e ST 'at y� /If11,11AREA= 283 SF • = I_ I - AREA. 31 SFUSE = STORAGE LO J 1 1 � T 1 USE RATE. MERGAP•TILE I " CAMAS, WA ,`0 COUNT= 300 O Iw L-J • \ • • COUNT= 300 9 4 . &V PARER/WI-I TOR_ OR FDOO,STOR OPENIOFFICE LO13bY — OFFICE OFFICE 115 114 1 ITT I EXPIRES: 01 .20. 17 - - -_ ♦ -- I AREA= 13 S1= AREA= 92 SF AREA= 503 SF AREA= 304 5F _---- AREA= 132 SF AREA= 155 SF SIGNED: 05.01 . 1 6 USE = STQB�lE USE = STORAGE USE = BUSINESS USE = ASSEMBLY=UNCONCENTRATEDi-USE = BUSINESS USE . BUSINESS _----_ RATE= 300 RATE= 300 RATE= 100 RATE= 15 RATE= 100 RATE= 100 COUNT= I COUNT= I COUNT= 6 COUNT= 21 COUNT= 2 COUNT= 2 418" "9 . '\ N ,� I 20 50 OI-OS-2016 ♦ 54 © 0.6 r,�N O MAIN FLOOR CODE PLAN �� dm fr 4 - ♦ i / 1 104 1/16" = I'-O" rpOl-512.dwg 0 <V _ 0 30 N r r 60 AI � -- ! C IttII II AO O P-4" MIN '-6" MAX© 0 \ / FUTUREOFFICE - OI REVISIONS DATE, — ‘114 J0 \ ( Th ® AREA. 1491 SF E r ( RATE= 100 t COUNT= 15 -� + , O O 0 I DA = I'-4" MIN • AREA= 65 SF 1 0 1 0 1 0 -- 1'-6" MAX I USE = ACCESSORY EQUIPMENT I I RATE= 300 O %/- .� d a a CONFERENCE r • COUNT= I IIIII ._� O / (.6 s ARE O3316 SF 1, © Fa 1�1 USE = ASSEMBLY UNCONC TRATE— L 3O /fm 1 1 1. 60 RATE= 15 54 --' ♦ I% rr / COUNT= 26 • ME 4NINE ♦ \ _7 AREA. 146 SF �� 4' 8" �.. /i WOMEN II II ® 1 r USE = ASSEMBLY UNCONCENTRATED 105 - I RATE= l5 -- COUNT= 50 I1"n 4'-0" I 6" MAX, F ROSE CITY 4 4'-Ili" FUTSAL aI t=ji / , -'� II I r a I ! o �\ o a 1 0831 SW ��if zo CASCADE AVE in TIGARD, OREGON / �1 '� �_ —L - �_ 97224 1 1 t X II _ MEZZANINE 301 1 r 60 j r I 0j Q' `\s i i S T 9 ` , 1 _ J DISH ASH • AREA. 1366 SF JI USE = ASSEMBLY UNCONCENTRATED © O `1\"- - �/ , it — J ` I • 2 AREA r' .U TAU NT ` CODRAUNT= 91 ISSUEJONUMBER:1 UL 201 6 o ca AREA= 94 SF ISE 48 0 v a) I USE = KITCHEN - ,TE- • O f RATE= 200 :OJN7 ill / \ O 6" MAX--' COUNT= I AREA= 1011 $F - - - 1 • o USE = ASSEMBLY UNCON ENTRATED �� ' — I -4" MIN CUTQDIAL „ ■■ . RATE= 15 _e...., �' 6" MAX O8 t COUNT= 12 • 4 AREA= 51 5F ■ r, (T>, USE = STORAGE ■19 II I ® Q� c� FIRE Sc RATE= 300 LIFE I I I I I \ I COUNT= I W SAFETY ENLARC EP TOILET ROOMS I 5 10 20N I ANALYSIS 0 3/8" = 1'-O" fp01-512.dwg ° SECONI, FLOOR COPE PLAN 1 1 �° dk 2 © 1/16' = I'-O" rpo2-512.dwg 0 NWW AO 11 O 3 O. I I 7 9 ERIC �_ CASCADE AVE LA N C I A U LT, 9 ARCHITECT • ci, — .1•••••••••.....• Oa 3200 ES E, 1 64TH ••••••••••••••• AVENUE *MN OM ' �� ,� — SUITE 302 �� — — \ \ — VANCOUVER,WASHINGTON 98683 %` \ ` v. 360.798.3801 I ` \ 1 h, 44 ♦ \` ' , Ma OCCUPANCY: BUSINESS AREA 8,410 SF \ _____,------ i S FROELICH OCCUPANCY STORAGE -' ENGINEERS 8 AREA: 19,084 S _ PORTLAND: (503) 624-7005 BEND: (541) 383-1828 • DENVER: (720) 560-2269 �/� / froelich-engineers.com ♦ \ - I JOB# 15-1201 lea♦ IrsaWS Prit \Ira5 ♦ I Iris 2 5 4% la ra A< vii-_. cERI,llromAs btARNatetten„,,r wra \---1 -- Ira MinMil '--� � .-� Wit &111 jilarr V"---Iris ., CAMAS,WA 11 ..„.. v------ /__ rra Y////, j V 1 6 ,/, ii j 24 -s= �F �� Ira V A I_ 1 Ira EXPIRES: 01 .20. 17 Milk SIGNED: 06.01 . 16 Min IIIM Mk W" c� \ Ira \----- H- o in rak A v \ 1 OCCUPANCY: ASSEMBLY - A-4 •i % AREA: 34,889 SF I A mum- A ♦IraV \ i A \ i Ira `` / • I A REVISIONS DATE Ira \r-1-- Ira • ♦ / \ ♦ 'a,Pt." \\,, 6 , ____ 1 � 8 1, ♦ ' ♦ EXISTING PARKING TO REMAIN, TYRIra Ira \-----___:_„_, • Ilrigit ` 13 ♦ Ila ROSE CITY mk. - FUTSAL rasa % Oa 10 1 0831 SW ma ` o CASCADE AVE IrakIra TIGARD, ❑ REG❑N ♦ 97224 ri•_,„. \------- irs Ira lii°*** ♦ IS e e ISSUE DATE: 1 JULY 2016 ♦ SSS ' ' JOB NUMBER: 572 ♦ i ♦ .00 riii ' ..- REFERENCE 196 EXISTING SPACES L SITE PLAN ♦ W mil In mil vs Pa FSITE PLAN• 2 40 1001 ��WI 2 its , R! !S!NC! spol.clwg J .. A 1 . rat W O wra EL WALL 8 PARTITION TYPE SCHEDULE GENERAL NOTES I. BASIC WALL 4 PARTITION TYPE ® IS AT NEW STUD WALLS AND MAY NOT ERIC ALWAYS BE REFERENCED ON THE DRAWINGS BY A WALL 4 PARTITION TYPE SYMBOL LA N C I A U LT, 2. WALL 4 PARTITION TYPES ARE REFERENCED BY A WALL 4 PARTITION SYMBOL CONTAINING THE ASSEMBLY IDENTIFICATION NUMBER ARCHITECT 3. WALL 4 PARTITION TYPES ARE CONTINUOS UNLESS REFERENCED OTHERWISE 3200 SE 1 64TH AVENUE 4. WALL 4 PARTITION TYPES ARE DEFINED FOR EACH CONDITION IN THE SUITE 302 PROJECT. CONSTRUCTION COMPONENTS INDICATED ARE THE MINIMUM VANCOUVER,WASHINGTON THAT WILL BE ACCEPTED FOR EACH SPECIFIC WALL 4 PARTITION TYPE. 98683 EXCEPTIONS TO THESE COMPONENTS ARE NOTED BY A SUBSCRIPT TO v. 360.798.3801 THE WALL 4 PARTITION TYPE SYMBOL AND INDICATE THE FOLLOWING: S - SOUND CONTROL BATT INSULATION INSTALL ACOUSTICAL BATT INSULATION AS SPECIFIED; INSTALL GWB , 4 WITH ACOUSTICAL SEALANT AS SPECIFIED; SEAL ALL PENETRATIONS; ALL OTHER WALL AND PARTITION TYPE PARAMETERS .1.4041 REMAIN UNCHANGED 5. WALL 4 PARTITION SCHEDULE FORMAT IS DIVIDED INTO TWO MAIN PARTS. THE LEFT PART LISTS TESTS, CONSTRUCTION COMPONENTS AND FUNCTIONAL REQUIREMENTS. THE RIGHT PART INCLUDES A DRAWING OF *•,^ .. THE PARTITION IN PLAN VIEW AND DRAWING NOTES F R O E L I C H a SOUND TEST NUMBERS (WP DESIGNATION) ARE BASED ON PUBLISHED STANDARDS FROM GYPSUM ASSOCIATION. FIRE RESISTANCE DESIGN ENGINEERS 8 MANUAL FOR WALLS AND PARTITIONS PORTLAND: (503) 624-7005 1. "GWB" (GYPSUM WALL BOARD) IS USED GENERICALLY IN THE WALL SPACE BEND: (541) 383-1828 4 PARTITION TYPE SCHEDULE AND REPRESENTS A VARIETY OF GYPSUM DENVER: (720) 560-2269 froel is h-e ng ine a rs.com AND CEMENTITIOUS BOARD PRODUCTS INCLUDING THE FOLLOWING: JOB# 15-T201 (THEIR FIRE RATED COUNTERPARTS AS SPECIFIED) GWB - STANDARD GYPSUM WALL BOARD, PAPER FACED, GYPSUM CORE PANEL SPECIFIED, FOR NON FIRE RATED GWB-X - PAPER FACED, GYPSUM CORE PANEL, SPECIFIED, TYPE X FIRE RATED FOR FIRE RATED WALL ASSEMBLIES GWB.MR - MOISTURE RESISTANT PAPER FACED, GYPSUM CORE PANEL, SPECIFIED, FOR ALL PLUMBING, WET WALL 4 TOILET ROOM LOCATIONS S. WALLS 4 PARTITIONS ARE DIMENSIONED ON THE PLANS TO FACE OF FRAMING UNLESS NOTED OTHERWISE. WALLS 4 PARTITIONS NOT DIMENSIONED ARE LOCATED BY COLUMN CENTERLINE, WINDOW MULLION, OR OTHER READILY APPARENT REGULATOR 9. ALIGN DIFFERING WALL 4 PARTITION TYPES SO WALL PLANES CONTINUE ys,0 AFie UNBROKEN WITHIN ROOMS AND ADJACENT FACES OF FINISH ALIGN, �a ej UNLESS OTHERWISE INDICATED ,v ERIC THOMAS o -4 LANCIAULT -1 10. SEE FINISH SCHEDULE FOR MATERIALS APPLIED TO WALL TYPES, IE TILE oaoT PAINT N G,r*/ / II. DOUBLE STUDS gALL DOOR JAMBS /moo'-fir 46,„b..-vial o.t. Q4. 12. COORDINATE EQUIPMENT AND CASEWORK WALL BACKING AND BLOCKING e O OF CAO' WITH VENDOR 4 SUPPLIER 13. FRAME ALL FULL HEIGHT STUD WITH COMPENSATION FLANGE HEAD EXPIRES: 01 .20. 1 7 01 RATING TEST/FILE VALUE I HEATED SIDE SIGNED: 06.01 . 1 6 al FIRE - - It SEALED 058 Q FRAME SIZE GAUGE SPACING 4. 1� ' A 01-05-2016 imor4— WOOD 2x6 16"oc, UNO Ks ^' Q 3 1Y R-21 FIBERGLASS BATT 4111110.�/ j —SEE FINISH SCHEDULE a al I' X11 FFOORP APPLIED FINISH A FACING MATERIAL / THICKNESS 1.1.x: Z 1layer GWB 5/8" . 1 Q K9 I layer 055 1/2" PLAN A 02 RATING TEST/FILE VALUE , UNHEATED SIDE W A FIRE - - Li-, . VAPOR RETARDER QSOUND - - ®E A 8 FRAME SIZE / GAUGE / SPACING : ►, ki REVISIONS DATE SEE FINISH SCHEDULE t- WOOD 2x4 Woo, UNO • .l FOR APPLIED FINISH (TYP UNO) J R-21 FIBERGLASS BATT W ; J fg FACING MATERIAL / THICKNESS Hager GWB 5/8" Z I layer GWB 5/8" PLAN 03 RATING TEST/FILE VALUE INTERIOR II FIRE - - a- HAT CHANNEL ILI �I ��'♦�� I 'a7 16" OC t 'I I CONT VAPOR FRAME SIZE / GAUGE / SPACING �' I �� 1 RETARDER i WOOD 2x6 16"oc, UNO '11110-4111 1+---SEE FINISH SCHEDULE OW R-2I FIBERGLASS BAtt !lir�� I FOR APPLIED FINISH _( I (TYP UNO) 4X tQ FACING MATERIAL / THICKNEss >a I CORRUGATED Y z 1 layer GWB 5/8" rano II MTL PANEL Z I layer OSB 1/2" PLAN A ROSE CITY FUTSAL 10831 SW GENERAL NOTES CASCADE AVE �2'-0"f 12"� 42" MIN MAX 13T-41" LOCATE CONTROLS AND I. PROVIDE BACKING FOR TIGARD, OREGON y HA D SHOWER IN THIS AREA ALL WALL - MOUNTED - 7 2 2 4 ACCESSIBLE I 1 CASEWORK, EQUIPMENT, 4 LAVATORY 3'-0", MIt` 2 -3' 1, FLUSH ,R / I / Z 111. SPECIALTIES 11„ FLUSH CONTROL ON OPEN 24" ; 12" la – „ 6 ,� CONTROL fMqX� 0 I i SIDE OF WATER CLOSET ` a X , 71'//Air /li I'—O" 6" 2. FLUSH CONTROLS 'a7 _,—X X.,� Ir _ t i 1. 34 _ TP� � ♦ • y • a r--� TOILET AND CONTROLS X E Z AT LAVATORIES AND I -SUE DATE: 1 JULY 2016 1, .p V E F l l PIPE E 4 F ® r Q rcl -I m SINKS OPERABLE WITH J Et NUMBER: 572 FINISH FLOOR `' – v �I r' "1 v < 12 tel m m m BACK v -IFS/ END ONE NAND AND DO NOT 01r INSULATION REQUIRE TIGHT • • • • • • • GRASPING, PINCHING OR MAINTAIN CLEAR FLOOR , L I 24" MIN SPACE PER CODE STANDARD ACCESSIBLE 6" MAX LAVATORY SOAP TOWEL SEAT SANITARY TYPICAL ACCESSIBLE 4 I8" X i i ACCESSIBLE ACCESSIBLE SHOWER TWISTING OF THE WRIST URINAL URINAL TOE CLR 8" MIN MIRROR DISPENSER DISPENSER COVER NAPKIN GRAB TOILET CLR �42" MAX TOILET SHOWER SEAT WITH MAXIMUM 5 LBF A L L ,1 DISPENSER DISPOSAL BAR CONTROL ACTIVATION 1" MIN FORCE , TY P E S & PT • MOUNT I Ne H! I C HTS OF FIXTURES $ ACC SOS I ES N D ETA 1 L S 0 I/4" = I'-0" de001-512.dmg WA2 . 00 O. O O 0 o 0 O O / 23T-9" / _ al 39'-2" I 40'-0" 40'-O" 40 0" 40'-O" 38'-l" ERIC I grnRCOUR ,E I LA N C I A U LT, — 1 } _ I I. I r 1 r—I, r- ,' a_ _ I I7-1 1 I I I h , I I 1 I �, O A R C H I T E C T "I I 122 fi _ _ 3200 SE 1 64TH I _ - AVENUE SUITE 302 VANCOUVER,WASHINGTON -1 I I FIREHOUSE I I r; UP - 1 I 98683 x x OVERHEAD x X V. 360.798.3801 - DOOR, TYP, 11 UNO -I 1-4 —RECEPTION COUNTER BY - TENANT N 1K. ..---) 1K. I I ` . x x I X x RETAIL it I I I I I - REINSTALL (E) DOOR, TYP, PROVID GUST, �c !N) HARDWARE AS NECESSARY FO- 103 J �_ § - p SDA COMPLIANCE, TY'- —,y 1 1 C F R O E L I C H J X c 9-6loL ENGINEERSI COURT I X X COURT X COURT 3 3'-4"I- PORTLAND: (503) 624-70054 I =lap I BEND: (541) 383-1828 e" `0 DENVER: (720) 560-2269 `kr froelich-engineers.com -1 I 1 I 1 lob I 1 I JOB# 154201 • 31'-I2' - A x X x X ..,AI I I I I y POSSIBLE CN) COLUMN MAY HSS IOxlO COLUMN HSS IOxlO COLUMN MEN SWRBIJ0 R0. �� REQUIRE MODIFICATIONS TO 104 ir* E PERSONNEL DOOR AND I I I >�I OVERHEAD DOOR 'LH N'T - - r - - - - - - - - - - - - - r--- - - - - - - - - IO J 0 ft - OE — - tie CE) HSS 8x8 v v COLUMN 105 STORAGE 5�� C� (E) OVERHEAD 1q. 102 C5 a a ERICTHOILIS[ANCL4lILT�� DOOR 70 REMAIN GWB a7 B.O 57 CTU RE X X i I x x106 1 Xfai 1 TOILET ,� CAMAS,WA p >osI X A 1 i_ OF42o�45 x x 1 I X x I x t. 0 Ali +- (PJ RISER 3'-0" EOM '-0' 55'-0" 5'-6" 8" 54'-8" I '-0" '-O" 55'-01' 3'-O' UP r 107 EXPIRES: 01 .20. 17 p O SIGNED: 06.01 . 16 r. _._. o IOl 7 in v_ I I I 1 I x x X x X x x x \ A 01-05-2016 BENCH, TYP I I I X I I A I 1 I I 1 x x X X 9,-q5„ 31111i" n 88 / At 1 1 1 I I ADDITIONAL COLUMt 1 1 POSSIBLE (N) COLUMN H55 10x10 COLUMN HS5 IOx10 COLUMN SUPPORT - HS S 10x10 X A AND FOOTING I I COLUMN I (E) HSS 8x8 Q COLUMN _.; I___ _ 2/___- ____ X I r - l X I COURT 4 REVISIONS DATE r N r II I I I I ( I J EM X I I I I I X X X X (---- �I '..,SII I I I NET, TYP 1 I I—i X II I I I 1 1 ^ x x ar a X® x 17 I x • \ x { x x x X x o I- ` i .n i....._ , A I I 1 I 120 SEATING 121 L 0 O I I X O J m K, e 0 NY r -I g ECS/ECH I ,-l�� 12'-4' 5'-5i" 18-94 26'-l" I OF MEZZANINE ABOVE 1201 9'-1" (ImPIP — IFT -1.-----RCF \ RCF CURSIVE /q-31"/ 10'-81" / 1 / 12'-61" / 1 / / 19'-11 " x ROSE CITY II ' y 11'-4" 10-I' 2 5' O' 4-6" 7-0" IvAMP PAPER/DISHES TTORAGin m 116 _ r R _FOOD _ SIGNAGE /r:LINE ---- - m coo UP \ FUTSAL I =ER 1D I I p' g � 10831 SW 19 O ,� -r OPEN � ' BALL 35'-0" CASCADE AVE I- OFFICE '—'� -II.1 AN OFFICE STORAGE OFFICE STORF- 97224 / TIGARD, OREGON 115 LOBBY _ 'it—RECEPTION / ih N X I 9 7 2 2 4 v ® FRZR GRILL DEAD‘ O iv 113 r+ COUNTER Crl w S WALK-IN V LOCKERS _ p CORRIDOR COOLER! tl 115b I UP 110 rLADDER, I Ir \ - I .14r1 -I#+ U. Ic_—J I---1 I:. L_} 1 1 , I I I Iln f I t - j_�---_ ]�-..--. �a�� I I I L_7 _J '• L_J I CO / I = i I PARTIAL HT 1 I ISSUE DATE: 1 JULY 2D16 oc 0 8'-O" H ALUM STOREFRONT DN1 WALL e 51-O" AFF O JOB NUMBER: 572 TRASH/RECYCLING AREA GLAZING ASSEMBLY DN DN 1 DN DN A J . MIL STAIRS--e- 1 MAIN �—REINSTALL (E) STAIR RAMP MODIFY , MA I }�� FLOOR PLAN I I 1I 25 MkFLOOR AS NECESSARY FOR REINSTALLATION el ]�8, c ('-0" J••• Lrpoi..dmg� 0 �/ N PLAN W A2 . O 1 DN' a 0 0 0 IP 0 0 0 ERIC 231"-9" LANCIAULT, 1 39'-2" , 40'-0" i 40'-0" i 40-0" 40'-0" I 38'-1" � A R C H I T E C T 1 A 3 00 E1 64TH AVENUE — _ — 2 I�_ I-1' T—�r—T—rte _:_I f_- 1 ' r-� r-1 1_-. �—f. _-i—�. -:-1 f 1 r -=� _ \ \ O VANC USUITE 3 DVER,WA5HINGTON 98683 i � i � � � , v. 360.798.3801 CO,, OFFICE (E) OFFICE (E) OFFICF Ti r�� ' 1 j BCF OFFICE • Sub 200 di „ VK_I 895 SF i 1 — - FROELICH - N I ENGINEERS F 204 v PORTLAND: (503) 624-7005 BEND: (541) 383-1828 11 i i i ' I i DENVER: (720) 560-2269 - REINSTALL FUTURE TENANT froelich-engineers.com CE) RELIGHT Sub 201 JOB# 15-T201 "i i i I 151 SF - 111 12'-32 �� il DATA (n1 "..1i 1 iA 202 202 - .1 ,/ /z..____ 1---- 7 , .. = s1u 21 03a tiSRc ry MEETING AREA i 9cmoMAst4 % I REINSTALL (E) RELIGHT 9 4d // -Irn �' WOOD FRAMED WALL I -- CAMAS,WA O W/DRYWALL CAP is9 - ( MEZZANINE 4942 Q{a�Z l� I 1 Zoe OF OV I e N EXPIRES: 01 .20. 1 7 v SIGNED: 06.01 . 16 v A01_01_2016 A D 0 . K_ __.-1 A D '-- REVISIONS DATE -\_ _ _ _ . _ — _ — _ _ — _ _ - _ � _ _ _ - - _ .o _ - - - _ _� _ - _ _ _ _ - _ _ _ � _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ � _ - _ _ _ _ _ _ _ _ _ _ -_ _ • 0 I li , i , 1 1 [ , 1 J REINSTALL (E) RELIGHTS 1 O O t [ DISH-PIT b iD I 0 I I -� PREP `—. ar I5'-5'1 O TRASH ri 1 I N W rg, W r DISHF''- Q OVEtil L-E-2C02 � i i WOOD 4 STEEL a p L J MESH HANDRAIL =rO � OREft L o_J O -it ' 1- O 1 o 0 8 X� 81,-9„ 4'-6" I ROSE CITY 3'-6" GRIDDLE _ \ CSTAFF INFO LIFT I FUTSAL DN - II FRY' 0 N 208 FRZ W 1 ♦ 10'-0" 1 1 0531 S W S.r �y LLsz - / MEZZANINE � I I CASCADE AVE - HW O d 206 i' BUS r TIGARD, OREGON �� LL 3 U Sr- OLIVES 4 ' DN�— PLAY ry DN I I 9 7 2 2 4 W SUCHENiA ON I r I ON Li BUS 0 FOOSBALL O — - \ L.J - ( Il -21 :-rnJ 3 -- --- 1- -9 1 -_..1 \ \ '� ~ \ 1 —r I-1�. ATL- I -r L-�--.. L�. - % '� U 6" 191-101,. I 35'-91" 17-0' i I i I ISSUE DATE: 1 JULY 2016 JOB NUMBER: 572 N AMEZZANINE PLOOR PLAN 1I 25 ;k MEZZANINE v8' = r-0" 1p02.dwg 0 F L O O R J PLAN I— Et A2 . O 2 W a MAIN FLOOR DOOR SCHEDULE = - DOOR DOOR SIZE DOO FRAME HEAD JAMB SILL REMARKS MAIN FLOOR ROOM FINISH SCHEDULE ERIC NO. W x H TYPE TYPE RM WALLS LAN C I A U LT IOIa (E) 6'-O" X 1-0" (E) NO. ROOM NAME N E S W CLG FLR BASE REMARKS lOIb 3'-0" X 1-0' 2 A - - - NOTE I ARCHITECT IOIc 6-0" x 1'-0" (E) - - - - - 100 COURTS P- P- P- P- 0 IAF - - 102 (E) 3'-O" x 1-0" I A 101 RETAIL (E) P- (E) (E) 0 - - NOTE 1 3200 SE 164TH AVENUE 103 3'-0" x T-0" 2 A - - - _ 102 STORAGE P- P- P- P- O - - NOTE I SUITE 302 104 3'-0" x 1-0" 1 A - - - _ 103 OUST (E) (E) (E) (E) (E) (E) - - VANCOUVER,WASHINGTON 83 105 3'-O" x T-0" 1 A - - - l04 MEN RB NOTE 3 P- VCT V. 360.798.3801 106 3'40" x T-0" 1 A - - - - 105 WOMEN - - - - P- VCT RB NOTE 3 101 _3'-0" x 1-0" 2 A - - - - 106 TOILET - - - - P- VCT RB NOTE 3 108 3'-O" x 1'-a' 2 A - - - NOTE I 101 (E) RISER ROOM (E) (E) (E) (E) (E) (E) (E) - 109 3'-0" x 1'-a' 2 A - - - _ 108 STORAGE P- P- P- P- O - - - 110 Y-O" x 1'-O" I A - - - - 109 OFFICE P- P- P- P- O - - - 113 6-0' x 1-0" 3 A - - - - 110 BALL STORAGE P- P- P- P- 0 GONG - - 114 3'-O" x 1-O" 2 A - - _ 111 OFFICE P- P- P- F'- 0 CONC - - .� .. 115a 3'-0" x 1'-O" 2 A _ - - - 112 RECEPTION - P- P- - 0 CONC - - 115b 3'-0" x 1'-0" 2 A - - - - 113 LOBBY - - P- - 0 GONG - - F R O E L I C H . 115c (E) 3'-O" xl'-O" (E) - - - - - 114 LIFT ENG I N EERSR 116 3'-0" x T-O" I A - - - - 115 OPEN OFFICE P- P- P- P- 0 GONG - - PORTLAND: (503) 624-7005 In 3'-0" x 1'-O" I A - - - - 116 DRY FOOD STORAGE P- - - - 0 CONC - BEND: (541) 383-1828 DENVER: (720) 560-2269 118 (E) 3'-O" x 1-O" (E) - - - - - 111 PAPER/DISHES STOR. P- - - - 0 GONG - - froelich-engineers.com 119 3'-O" x l'-O" I A 118 CORRIDOR P- - - - O CONC - JOB# 15-T201 120 3'-0" x T-O" I A - - - - 119 CAMP STORAGE P- - - - O CONC - - 122 3'-0" x 1'-O" I A - - - - 120 ELEC/MECH STORAGE P- - - - 0 CONC - - 121 SEATING - - P- P- 0 GONG - - 122 COURT STORAGE E E E E (E) - - - SECOND FLOOR DOOR SCHEDULE SECOND FLOOR ROOM FINISH SCHEDULE DOOR DOOR SIZE DOOR FRAME HEAD JAMB SILL REMARKS RM WALLS NO. W x H TYPE TYPE NO. ROOM NAME N E S W CLG FLR BASE REMARKS � �C 201 3'-O" X 1-0" 2 A - - - f,U�ERIC11fOMASIANC41tiLT'C 201 FUTURE OFFICE TENANT E E P P- lE) (E) RB NOTE I Q� 202 3'-O" X 1'-0" I A - - - - 203 DATA P- P- P- P- 0 0RB Al A 203a 3'-O" x 1'-O" 2 A NOTE I 203 MEETING AREA P- P P P 0 058 RB 203b 3'-0" x 1'-O" 2 A NOTE I 204 MEZZANINE P P o OSB RB CAMAS,WA de 204 (E) 3'-O" x l'-O" (E) 205 MEZZANINE - - P- P- 0 055 RB - 9 4942 .cc�.9 206 6'-O" x l'-O" 2 A 206 CLINES P- P- P- P- P- 055 RB - OF OcY 208 6-0" x 1'-0" 1 A - - - - 201 KITCHEN EWC EX EWG EWC P- RSF R5F NOTE 2,4,5 208 GUST P- P- P- P- P- RSF RSF NOTE 2,4,5 POOR SCHEDULE NOTES: 209 DISHES EWC EWC EWC EWC P- RSF RSF NOTE 2,4,5 L REINSTALL (E) DOOR EXPIRES: 01 .20. 1 7 2. ALL DOORS: NO MORE THAN SLBF DOOR OPENING FORCE, TYP ROOM FINISH SCHEDULE NOTES: SIGNED: 06.01 . 15 3. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE I. LEAVE READY FOR RETAIL TENANT WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR 2. 6" COVED BASE EFFORT; FIELD VERIFY 4 MODIFY AS REQUIRED 3. PLAM FROM BASE UP TO 48" AFF, INSTALL OVER UNPAINTED GWB, 4. PUSH PLATE/PULL HANDLE W/CLOSER GWB ABOVE, 6" RESILIENT BASE A 5. ACOUSTICAL GASKETING 4. RESILIENT SHEET FLOORING - ALTRO 6. LOCATE ALL MANUALLY OPERATING HARDWARE WITHIN INDICATED HEIGHT ZONE 5. SANITILE EPDXY WALL SYSTEM Q 1. ALL DOOR HARDWARE OPERABLE WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST Q 8. ADJUST ALL DOORS WITH CLOSERS SO THAT FROM AN OPEN POSITION OF 90 ROOM FINISH SCHEDULE LEGEND: DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES Q FROM THE LATCH IS MINIMUM 5 SECONDS GONG SEALED CONCRETE CPT CARPET Q EWC EPDXY WALL COATING IAF INDOOR ATHLETIC FIELDIP- GWB Q it 3'-0" t DOOR 3'-0" 1, 1 DOORB1 k DOOR DOOR y O0 SB SOPEN TO STR EALED OSB UGTURE SIZE fSIZE SIZE 1 SIZE I Q i— } RB 4" RESILIENT BASE Aio RSF RESILIENT SHEET FLOORING REVISIONS DATE t' ti VCT VINYL COMPOSITE TILE W w w N N N 3 II I O N N Q %if/7� ce O O �dN 3 ma o 010 N ALUM STOREFRONT WOOD, STAIN, WOOD, STAIN PREFINISHED SAFETY GLASS SLIP-ON FRAME O O 0 0 ROSE CITY FUTSAL 10831 SW CASCADE AVE TIGARD, OREGON 97224 ISSUE DATE: 1 JULY 2016 JOB NUMBER: 572 SCHEDULE LSc DETAILS IA • I— i A2 . O5 11 EL,A ERIC LANCIAULT, ROSE CITY FUTSAL ARCHITECT 3200 SE 164TH AVENUE SUITE 302 VAN COUVER,WASHINGTON 98683 10831 CASCADE AVENUE, TIGARD, OREGON V. 360.798.3801 I STRUCTURAL SHEETS. Sheet Number Sheet Title "' illiir _, S0.01 STRUCTURAL COVER SHEET n . f 50.02 GENERAL STRUCTURAL NOTES F R 1101,61 I C H S2.01 FOUNDATION PLAN ENGINEERS ; PORT3)624-7005 S2.02 MEZZANINE FRAMING PLAN BE83-1828 DEN )560-2269 froelich-engineers.com S2.03 ROOF FRAMING PLAN -T201 S4.01 BUILDING SECTIONS S6.01 FOUNDATION DETAILS S7.01 FRAMING DETAILS S8.Q1 .FRAMING DETAILS Al S8.02 FRAMING DETAILS I Ft44 .AGiNEE9 ,c5 LLIC 5141114 • ar cc ta r OREGON ),seP 22 eGZ STRUCTURAL ABBREVIATIONS: �'O tie @ At CONC Concrete GALV Galvanized LB Pound PERP Perpendicular T&B Top and Bottom I EXPIRES:b'.•I & And CONN Connection GC General Contractor LLH Long Leg Horizontal PL Plate T&G Tongue and Groove Feet CONT Continuous GEN General LLV Long Leg Vertical PLF Pounds per Lineal Foot TAN Tangent " Inch GL Glulam(Glue-Laminated Beam) LL Live Load PLWD Plywood THK Thick,Thickness # Number, Pound DBA Deformed Bar Anchor GR Grade LNTL Lintel PREFAB Prefabricated THRD Threaded (E) Existing DBL Double GYP Gypsum LONG Longitudinal PSF Pounds per Square Foot TOB Top of Beam (N) New DET Detail GYP BD Gypsum Board LSL Laminated Strand Lumber PSI Pounds per Square Inch TOF Top of Footing DF Doug Fir(Douglas Fir) LT WT Lightweight PSL Parallel Strand Lumber TOJ Top of Joist 0 05-31-2016 AB Anchor Bolt DIA Diameter HAS Headed Anchor Stud LVL Laminated Veneer Lumber PT Post-Tensioned, Preservative-Treated TOL Top of Lintel, Landing ACI American Concrete Institute DAG Diagonal HDD Headed TOP Top of Pier 06-24-2016 ADD Addendum,Addition DIAPH Diaphragm HDR Header MANUF Manufacturer, Manufactured QTY Quantity TOS Top of Slab,Top of Steel © 07-01-2016 ALT Alternate DIM Dimension HEX Hexagonal MAX Maximum TOW Top of Wall APPROX Approximate DL Dead Load HORIZ Horizontal MB Machine Bolt REF Refer, Reference TOL Tolerance ARCH Architect,Architectural DWG Drawing HSS Hollow Structural Shape MECH Mechanical REINF Reinforce, Reinforcement TRANS Transverse Q ASTM American Society for Testing and Materials DWGS Drawings HVAC Heating,Ventilating,Air Conditioning MEZZ Mezzanine REQ'D Required TYP Typical AVG Average DWL Dowel HT Height MIN Minimum REV Revision AWS American Welding Society MISC Miscellaneous UNO Unless Noted Otherwise EA Each IBC International Building Code MTL Metal SCHED Schedule BEV Bevel ENGR Engineer IN Inch SE Structural Engineer VERT Vertical REVISIONS DATE BLDG Building EQ Equal INFO Information N North SECT Section VIF Verify In Field BLKG Blocking EQUIP Equipment INSP Inspect, Inspection NO Number SHTH Sheathing BOT Bottom EOR Engineer of Record INSUL Insulation NOM Nominal SIMP Simpson Strong-Tie BP Base Plate EW Each Way INT Interior NTS Not To Scale SF Square Foot WI With BRDG Bridge, Bridging EXT Exterior SL Snow Load W/O Without BRG Bearing JST Joist OC On Center SIM Similar WD Wood F TO F Face to Face OPP Opposite SOG Slab on Grade WF Wide Flange(Structural Steel) CJ Control Joint FAB Fabricate K Kilopound(1000 pounds) OWSJ Open Web Steel Joist SPEC Specification, Specifications WT Weight CL Centerline FDTN Foundation KIP Kilopound(1000 pounds) STD Standard WWF Welded Wire Fabric CLG Ceiling FT Foot, Feet PAF Powder Actuated Fasteners STIFF Stiffener CLR Clear FTG Footing L Angle, Left, Length PCF Pounds per Cubic Foot STL Steel CMU Concrete Masonry Unit LAM Laminate, Laminated PERF Perforate, Perforated, Performance STRUCT Structural COL Column GA Gauge LAT Lateral PERIM Perimeter TYPICAL SYMBOLS: NOTE: SOME SYMBOLS SHOWN MAY NOT BE IN USE 0 -INDICATES KEYED NOTE • - INDICATES HOLDOWN ANCHOR. MAY OR J#@ XX"OC —- INDICATES JOIST TYPE AND SPACING, MAY NOT BE INDICATED ON PLANS SEE JOIST FRAMING SCHEDULE a - INDICATES BUILDING SECTION O -INDICATES LINTEL -..-..w�.- - INDICATES EXTENT OF SHEAR WALL / nf ` l . - INDICATES DIRECTION DIAPHRAGM SHEATHING TO SPAN. S0.00 r-INDICATES STEP DOWN IN ELEVATION INDICATES MOMENT CONNECTION -INDICATES DRIFT LOAD&SLIDING SNOW LOADS. TRUSS INDICATES PARTIAL SECTION / \ - INDICATES REVISION DELTA B- - INDICATES BEAM CALL OUT ��P3 . ... ` MANUFACTURER SHALL ACCOUNT FOR INDICATED LOADS S0.00 ROSE CITY A IN DESIGN OF TRUSS FUTSAL i-INDICATES REVISION CLOUD H- -INDICATES HEADER CALL OUT _ a INDICATES ELEVATION REFERENCE 10831 S W . --5TH FLOOR S0.00 p� w CASCADE AVE W- -INDICATES WALL TYPE 1� �l��w? -INDICATES DIMENSIONAL SECTION THRU P.T. SLAB - —-4TH FLOOR - -INDICATES FOOTING TYPE - —-3RD FLOOR -INDICATES SHEARWALL TYPE TI GAR D, OREGON P.T. STRESSING END AT CGS OF SLAB DEPTH ▪ — 2ND FLOOR ON/ABOVE FLOOR SPECIFIED. SEE 1 - INDICATES DETAIL REFERENCE 97224 - -INDICATES COLUMN TYPE - —- 1ST FLOOR SHEARWALL SCHEDULE. S0.00 - -INDICATES FOOTING TYPE --N -INDICATES INTERMEDIATE STRESSING LOCATION AT C.G.S. OF SLAB. Q —-INDICATES HOEDOWN TYPE INDICATES COLUMN TYPE -P.T. DEAD END AT CGS OF SLAB DEPTH . \ - INDICATES DETAIL REFERENCE BUBBLE INDICATES BASE PLATE TYPE 6�4 -ELEVATION OF CENTER OF GRAVITY OF TENDON 50.00 l. �' -INDICATES FOOTING TYPE FROM BOTTOM OF SLAB OR BEAM O - INDICATES SHEAR WALL TYPE ISSUE DATE: 21 APRIL 2016 PEFF - INDICATES HOLDOWN TYPE NUMBER: 572 - -INDICATES FOOTING TYPE 4' 4' - EXTENT OF POST-TENSIONING IN A LOCATION TOP OF ELEV - INDICATES ELEVATION N STRUCTURAL ' PADD 4' EXTENT OF POST-TENSIONING IN ADDITIONAL LOCATION A COVER SHEET �D I . INDICATES NORTH ARROW ® - INDICATES PLUMBING PENETRATION THROUGH P.T.SLAB-SEE PLUMBING PLAN&DETAIL X/SX.X FOR MORE INFORMATION. 50 . 01 ELyA -- - :7,,r, C IAU LT, 2 GENERAL STRUCTURAL NOTES HITECT 164TH DESIGN CODE: STRUCTURAL STEEL: NAILING AND FASTENERS: SUITE REINFORCING STEEL: 1, NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON" NAILS. MINIMUM FRAMING NAILING SHALL R,WASHINGTON 1. OREGON STRUCTURAL SPECIALTY CODE-2014 EDITION CONFORM TO IBC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. 1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 OF THE FOLLOWING GRADES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM MINIMUM DESIGN LOADS FOR BUILDINGS &OTHER STRUCTURES-ASCE7-10 SUBSTITUTION OF NAILS OTHER THAN"COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. V. 360.798.380 1 ASTM A615 GRADE 60 FOR ALL REINFORCEMENT, SPECIFICATIONS AND GRADES: 2. POWER DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF DATA IS SUBMITTED AND ROOF DEAD LOADS: 25 PSF ROOF 2. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH CHANNELS,ANGLES, PLATES ASTM A-36(Fy=36 KSI) APPROVED PRIOR TO USE. ROOF SNOW LOADS: 25 PSF SNOW+ DRIFTING ACI CODE 318 AND ACI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT HOLLOW STRUCTURAL SECTIONS A-500, GRADE B(Fy=46 KSI) FLOOR DEAD LOADS: 15 PSF SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT AND COATINGS OF ANY 2. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL SHALL 3. SHEATHING NAILING SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE ON PLANS: FLOOR LIVE LOADS: 40 PSF(100 PSF AT RESTAURANT) MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT IS CONTINUOUS WITH CONFORM TO AISC-LRFD, AISC 335, OR AISC-HSS. A. FLOOR SHEATHING 8d AT 6"OC AT ALL SUPPORTED PANEL EDGES WIND: 120 MPH. & EXPOSURE"B" ADEQUATE LAPS. 3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDING SHALL BE DONE 8d AT 12" OC ALONG INTERMEDIATE FRAMING SEISMIC: SEISMIC DESIGN CATEGORY: D 3, REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE BY WELDERS QUALIFIED UNDER AWS SPECIFICATIONS, USING E70XX, LOW HYDROGEN, B. WALL SHEATHING 8d AT 6"OC AT ALL PANEL EDGES U.N.O.ON PLANS (R=6.5 and 5- PER TABLE 12.2-1) TO PREVENT DISPLACEMENT. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY 8d AT 12"OC ALONG INTERMEDIATE STUDS ELECTRODES. '5 UMED) CEMENT MORTAR CUBES. BLOCK ALL EDGES WITH 2 x 4 FLATS 4. ALL SHOP WELDING SHALL BE PERFORMED IN AN AWS APPROVED SHOP. 4. APPLY 1/4" DIAMETER CONTINUOUS BEAD OF GLUE TO TOPS OF FLOOR JOISTS, BLOCKING,AND PLATES ,: RISK CATEGORY: III 2 4. REINFORCEMENT STEEL SHALL NOT BE DISPLACED FOR THE CONVENIENCE OF OTHER 5. WELD TESTING AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF IMMEDIATELY PRIOR TO PLACEMENT OF FLOOR SHEATHING. GENERAL: TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. AWS D1.1 AND AISC. 5. JOIST HANGERS, HOLD DOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY 5. WET SETTING'OF REINFORCEMENT,ANCHOR BOLTS,AND INSERTS IS NOT PERMITTED 6. THE STEEL FABRICATOR AND ERECTOR SHALL DEVELOP A WELDING PROCEDURE 1. UNLESS OTHERWISE NOTED,ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR CAST-IN-PLACE SPECIFICATION(WPS) PER AWS D1.1 FOR ALL WELDS. SUBMIT WRITTEN COPIES TO THE PARTICULAR TYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY-SAN LEANDRO, CA. ALL SHALL CONFORM TO THE MOST RECENTLY ADOPTED SPECIFICATION OF CODE. REINFORCEMENT: INSPECTOR FOR APPROVAL. HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, UNO.ANY FRAMING 2. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH 3" 7. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB)CONFORMING ACCESSORIES PRODUCT SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S PUBLISHED F R O E L I C H DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS,THESE NOTES,AND ANY B. CONCRETE EXPOSED TO EARTH OR WEATHER: TO ASTM A307. CAPACITY AND MUST HAVE CURRENT ICC-ES EVALUATION REPORT FOR THE APPLICABLE CODES. SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE ARCHITECT/ENGINEER #6 THROUGH#18 BARS 2" 6. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7" EMBED ANCHOR BOLTS AT ENGINEERS ; OF RECORD WHO SHALL CORRECT ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE 8. ALL STEELANIZD PER ASTM TO WEATHER,RMOISTURE, SOIL,D RO NOTED SHALL NE HOT DIP 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED PORTLAND: (503)624-7005 #5 BAR AND SMALLER 1 1/2" GALVANIZED PER A-123, OR HAVE AN APPROVED PROTECTIVE COATING. CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE C. CONCRETE NOT EXPOSED TO WEATHER: 9. THE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT NECESSARILY OTHERWISE. WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. BEND: (541)383-1828 CONTRACTOR'S RISK. SLABS,WALLS AND JOISTS: DIMENSIONED PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR 7. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. DENVER: (720)560-2269 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS #11 BAR AND SMALLER 3/4" TO PROVIDE SHOP DRAWINGS WITH DETAIL DIMENSIONS PER AISC CODE OF STANDARD 8. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION. froelich-engineers.com PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. BEAMS AND COLUMNS: PRIMARY REINF.,TIES.STIRRUPS&SPIRALS 1 1/2" PRACTICE. 9. ALL FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE CORROSION RESISTANT PER THE JOB# 154201 4. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT 11. PLACE 2'-0"x 2'-0"BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 10. FIELD WELDING HAS BEEN INDICATED ON DETAILS. BY NO MEANS DO THE DETAILS REQUIREMENTS OF IBC 2304.9.5. INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS FOUNDATIONS EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. INDICATE THE EXACT EXTENT OF FIELD WELDING.ADDITIONAL FIELD WELDING MAY BE a. HOT-DIPPED ZINC-COATED GALVANIZED STEEL RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION MEANS, METHODS,TECHNIQUES, 12. REINFORCEMENT SPLICES, SHALL BE 48 BAR DIA. (24" MIN), UNLESS NOTED OTHERWISE. REQUIRED AND/OR SHOP WELDING MAY BE SUBSTITUTED FOR FIELD WELDING. EXACT b. STAINLESS STEEL SEQUENCING,AND SAFETY REQUIRED FOR THIS PROJECT. 13. UNLESS OTHERWISE NOTED, DOWEL CONCRETE WALLS TO FOOTING WITH BARS OF FIELD WELDING LOCATIONS SHALL BE DETERMINED AND COORDINATED BY THE SPECIAL INSPECTIONS: 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION SAME SIZE& SPACING AS WALL REINFORCEMENT. CONTRACTOR AND/OR SHOP FABRICATOR WITH RESPECT TO CONSTRUCTABILITY, 1. A QUALIFIED SPECIAL INSPECTOR IS TO BE CONTRACTED BY THE OWNER PER IBC CHAPTER BRACING, FORM WORK, AND TEMPORARY SHORING REQUIRED FOR THIS PROJECT. 14. UNLESS OTHERWISE NOTED, PLACE 246 OVER, 245 UNDER AND 2-#5 EACH SIDE OF ALL TRANSPORTATION AND PLACEMENT PRIOR TO FABRICATION AND SHALL BE SHOWN AS 17 REQUIREMENTS, AND ALL LOCAL ORDINANCES. 6. SEE"DEFERRED SUBMITTALS"FOR REQUIRED SHOP DRAWING SUBMITTALS. UNLESS STATED WALL OPENINGS. VERTICAL BAR LENGTH=STORY HEIGHT. HORIZONTAL BAR SUCH ON STEEL SHOP DRAWINGS. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL INSPECTIONS WITH THE OTHERWISE IN THE PROJECT SPECIFICATIONS, PROVIDE A MINIMUM OF TWO SETS OF LENGTH=OPENING WIDTH +8'-0". (2)#5x4'-0"DIAGONAL BARS AT EA. CORNER OF ALL 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE DESIGNATED SPECIAL INSPECTOR IN A TIMELY MANNER PRIOR TO ALL WORK REQUIRING SUBMITTALS FOR APPROVAL OR CORRECTIONS. OPENINGS. ARCHITECTURAL AND STRUCTURAL DRAWINGS TO PRODUCE THE SHOP DRAWINGS. SPECIAL INSPECTION. 7. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND 15. BEAM, JOIST OR SLAB TOP REINFORCING BARS THAT TERMINATE INA WALL OR COLUMN 3. ALL SPECIAL INSPECTORS SHALL BE CERTIFIED TO PERFORM THE NECESSARY 12. PROVIDE NON-SHRINK PS UNDER ALL 8E PLATES. GROUT OMLL BE INSPECTIONS ON THE MATERIALS AND OPERATIONS INDICATED PER IBC,ACI, AWS OR CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT SHALL HAVE A STANDARD 90 DEGREE HOOK, UNLESS OTHERWISE DETAILED. BEAM, FACTORY-PACKAGED, 6000 PSI MINIMUM AT 28 DAYS AND SHALL COMPLY WITH ASTM C AND STRUCTURAL ENGINEER OF RECORD. JOIST OR SLAB BOTTOM BARS THAT TERMINATE IN A COLUMN OR WALL SHALL EXTEND 1107. OTHER APPROVED GOVERNING INSTITUTION STANDARDS. 8. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, TO WITHIN 2"OF OPPOSITE FACE OF COLUMN OR WALL, UNLESS DETAILED OTHERWISE. iclUCTUFI4 ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 16. PLACE 2-#5 x OPENING DIMENSION PLUS 4'-0" EACH SIDE OF ALL OPENINGS AND 2-#5 xS GLUE LAMINATED MEMBERS: Special Inspection: Concrete p PRO INSTRUCTIONS. 4'-0" DIAGONAL BARS AT EACH CORNER OF ALL SLAB OPENINGS GREATER THAN 1'-0"INCAPE PROF- INSTRUCTIONS. 9. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL STRUCTURAL 1. ALL MS AND LAMINATEDRADE 24F-V8 TIMBER BEAMS SHALL BER DOUGLASND CONTINUOUSFIR BEAMS,AT ALLSIMPLELES GINE DIMENSION. BEAMS GRADE AT ALL CANTILEVER AND UNLESS Verification and Inspection Continuous Periodic Referenced Standard IBC reference �5 t F9 t ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE STRUCTURAL 17. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN a C7 • ELEMENTS.THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF OUR OTHERWISE SPECIFIED ON THE DRAWINGS. 51411 PE ALL SLABS AS FOLLOWS: I. INSPECTION OF REINFORCING tA DESIGN.ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS 2. ALL GL TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH ANSI A190 STEEL INCLUDING PRESTRESSING ACI 318:3.5,7.1-7.7 4"SLAB-#3 @ 18"AT RIGHT ANGLE TO MAIN REINF. MANUFACTURING, USING DF LUMBER AND WATERPROOF ADHESIVE. EACH MEMBER TENDONS,AND PLACEMENT • X 1913A NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION.ANY ALTERATION, 6"SLAB-#4 @ 18"AT RIGHT ANGLE TO MAIN REINF. SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC 2. INSPECT BOLTS TO BE INSTALLED r OREGON MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, 8"SLAB-#4 @ 12"AT RIGHT ANGLE TO MAIN REINF. OR APA CERTIFICATE OF CONFORMANCE. IN CONCRETE PRIOR TO AND S 0 SHALL BE CARRIED RIED OUT ENGINEERS. EE. ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL 18. PROVIDE CARRIER BAR#5 @ 3'-O"OC MAX. SPACING FOR ALL SLAB, JOIST AND WALL 3, GL TIMBER BEAMS SHALL HAVE A 3500' RADIUS CAMBER, OR,AS INDICATED ON THE DURING PLACEMENT OF X ACI 318: 8.1.3,21.2.8 1911.5,1912.1 i% e-1:22 CP A •2` OF FROELICH REINFORCING NOT SUPPORTED BY OTHER TRANSVERSE REINFORCING. DRAWINGS. 9NCP FOUDAJIONSy 1 I 19. PROVIDE 2 #5 STIRRUP CARRIER BARS IN ALL BEAMS&JOISTS CONTAINING STIRRUPS, 4. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED PER CODE. 3. INSPECTION OF ANCHORS . FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE= 2,000 PSF WHERE STIRRUPS ARE NOT SUPPORTED BY REINFORCING DETAILED OR SCHEDULED. INSTALLED IN HARDENED . X ACI 318:3.8.8,8.1.3,21.2.8 1912.1 PER SOIL AND WATER TECH INC.(TR58-0616bc DATED JUNE 15 th,2016)FOR BEARING ON NATIVE ANY PROPOSED NOTCHING OR DRILLING OF STRUCTURAL MEMBERS, BEYOND THE CONCRETE. l EXPIRES: 8"WALL#5 SO LstCOMPACTI DFtu 20. UNLESS DETAILED OTHERWISE, REINFORCE ALL CONCRETE WALLS AS FOLLOWS: LIMITATIONS SET FORTH BY CODE, SHALL HAVE PRIOR APPROVAL BY THE 4. AT THE TIME FRESHCONCRETE IS 2. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 18'BELOW FINAL GRADES. @ 12" H&V CENTERED STRUCTURAL ENGINEER OF RECORD. SAMPLED TO FABRICATE 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS TO NEAT 10"WALL#5 @ 12"H&V CENTERED 5. ALL GL MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIMENS FOR STRENGTH TESTS, ASTM C 172 LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. 12"WALL#4 @ 12"H&V EACH FACE SPECIFICATIONS. PERFORM SLUMP AND AIR x _ ASTM C 31 1913.10 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR TO THE CONTENT TESTS,AND DETERMINE ACI 318:5.6,5.8 COMMENCEMENT OF ANY SITEWORK. THE TEMPERATURE OF THE 5. STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE PER THE RED-BUILT PRODUCTS: SAWN FRAMING LUMBER: CONCRETE. GEOTECHNICAL REPORT. 1, FLOOR FRAMING DESIGNATED JOISTS,"TIMBERSTRAND", "LVL", "P512, SHALL BE THE 1, ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULE#16,OF THE 5. INSPECTION FOR PRESTRESSED 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1-0" TYPE AND SIZE INDICATED ON DRAWINGS,AS MANUFACTURED BY THE TRUS-JOIST FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON PLANS: CONCRETE: 0 05-31-2016 VERTICAL STEPS. a)APPLICATION OF X - 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A QUALIFIED CORP.,WESTERN DIVISION, PORTLAND, OREGON. PRESTRESSING FORCES ACI 318:18.20 TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER. MINIMUM TESTING FREQUENCY 2. RED-BUILT SHALL SUPPLY JOISTS, BRIDGING, HANGERS, BLOCKING,AND OTHER a STUDS AND PLATES DOUGLAS FIR NO.2& BTR b)GROUTING OF BONDED X - ACI 318: 18.18.4 • © 06-24-2016 SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. ACCESSORIES NECESSARY FOR THE PROPER ERECTION &PERFORMANCE OF THEIR PRESTRESSING TENDONS 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT OF FILLING 4x BEAMS,4x HEADERS AND 4x IN THE SEISMIC-FORCE- PRODUCT. THESE SHALL BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP b DOUGLAS FIR NO. 2 RESISTING SYSTEM. 07-01-2016 OPERATIONS POSTS 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO THE DRAWINGS. a. WHERE APPLICABLE,SEE ALSO SECTION 1707.1,SPECIAL INSPECTION FOR SEISMIC RESISTANCE. PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. 3. JOIST SUPPLIER SHALL INSPECT ALL JOISTS, BEAMS, BRIDGING, HANGERS, BLOCKING, 6x BEAMS, 6x HEADERS AND 6x 10, ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER CONDITIONS, AND OTHER ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION c POSTS DOUGLAS FIR NO. 1 SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. OF PROPER INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL PLATES AND LEDGERS IN CONTACT PRESSERVATIVE TREATED Special Inspection: Steel IBC 2009 Table 1704.3 CONCRETE(CAST IN PLACE): ENGINEER OF RECORD. d WITH CONCRETE OR MASONRY DOUGLAS FIR NO. 2 a 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE THE FOLLOWING PROPERTIES: 4. JOIST SUPPLIER SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH BLOCKING, BRIDGING AND Verification and Inspection Continuous Periodic Referenced Standard IBC reference 28-DAY MAX WATER/ MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. e MISCELLANEOUS DOUGLAS FIR NO. 2 DESCRIPTION STRENGTH CEMENT RATIO ENTRAINED AIR OTHER 5. LAMINATE MULTIPLE TRUS-JOISTS WHERE INDICATED ON DRAWINGS AS PER 1. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO FOOTINGS 3000 PSI 0.55 2%+l- 1.5% MANUFACTURER'S RECOMMENDATIONS. 6. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR 2. ALL 2X LUMBER SHALL BE S-DRY, UNO REVISIONS DATE INTERIOR SLAB-ON-GRADE 4000 PSI 0.50 NA FLY ASH SNOW DRIFT LOADING SHOWN ON THE PLANS: 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. CONFORMD INO THE APPROVED STANDARDS AISC 360,ABLE AWSION A3.55 & SPECIFIED - X APPLICABLE A5 - EXTERIOR SLAB-ON-GRADE 4000 PSI 0.50 6% +/- 1.5% FLY ASH FLOOR DEAD LOAD: 15 PSF 4. PROVIDE SOLID BLOCKING OF SAME DEPTH OF MEMBER AT ALL BEARING POINTS. SOLID CONSTRUCTION DOCUMENTS DOCUMENTS FLOOR LIVE LOAD: 40 PSF BRIDGING AT 8'-0"OC(MAXIMUM)SHALL BE REQUIRED WHERE JOISTS HAVE A 5 TO 1 OR RESTAURANT LIVE LOAD: 100 PSF GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ONE EDGE IN NOT SUPPORTED BY b. MANUFACTURER'S CERTIFICATE OF x NOTE: COLUMNS THAT ARE AN INTEGRAL PART OF A WALL MUST HAVE CONCRETE STRENGTH SHEATHING, GYPSUM WALLBOARD, BRACING, ETC. COMPLIANCE REQUIRED AS REQUIRED FOR COLUMNS. 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS 5. ALL PLATES AND LEDGERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE 2. INSPECTION OF WELDING: 2. A MINIMUM OF 5 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS DUE TO ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, PRESERVATIVE TREATED PER AWPB SPECIFICATIONS. ALL PT LUMBER SHALL BEAR THE a. STRUCTURAL STEEL: OF EACH CONCRETE STRENGTH, EACH DAY, CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 AT FOLDING PARTITIONS AND OTHER CONCENTRATED LOADS PRIOR TO JOIST AWPB QUALITY MARK. 1) COMPLETE AND PARTIAL 7 DAYS, 1 AT 14 DAYS, 2 AT 28 DAYS AND 1 HELD IN RESERVE. SLUMP, AIR ENTRAINMENT, FABRICATION. 6. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE CERTIFIED IN WRITING BY THE SUPPLIER PENETRATION GROOVE WELDS: X - WATER/CEMENT RATIO, LOCATION IN STRUCTURE, ETC., SHALL BE MEASURED AND RECORDED 8. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. TO BE LESS THAN 19% MOISTURE CONTENT. FOR EACH SET OF CYLINDERS, PER ASTM, 9. DO NOT NOTCH OR DRILL PRODUCTS, EXCEPT AS ALLOWED PER THE 7. DO NOT NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED PER CODE. ANY 2) MULTIPASS FILLET WELDS: X - 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM TO ASTM SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. ANY PROPOSED NOTCHING OR DRILLING OF PROPOSED NOTCHING OR DRILLING OF STRUCTURAL MEMBERS, BEYOND THE LIMITATIONS 3) SINGLE-PASS FILLET WELDS> AWS D1.1 1704.3.1 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. SET FORTH BY CODE, NEEDS TO HAVE PRIOR APPROVAL BY THE ENGINEER OF RECORD. 1;e': x CONCRETE PRACTICE, LATEST EDITION,AND SPECIFICATIONS. 10. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS, SHOP DRAWINGS AND a WHERE APPLICABLE,SEE ALSO SECTION 1707.1.SPECIAL INSPECTION FOR SEISMIC RESISTANCE. 5. CONCRETE SUPPLIER TO PROVIDE MIX DESIGN CALCULATIONS&TESTING HISTORY TO CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER SHEATHING: ENGINEER OF RECORD FOR REVIEW PRIOR TO POURING OF CONCRETE LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW. 1. ALL SSHALL HAVE SHALL BE EXPOSURE 1SHEATHING IFI AT I N CONFORMING TO DOC PS 1 OR Special Inspection: Post-Installed Anchors PS 2&SHALL AN APA PANEL IDENTIFICATION INDEX STAMP UNLESS NOTED p p 6. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. 11. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE OTHERWISE ON DRAWINGS. PANEL THICKNESS & IDENTIFICATION INDEX SHALL BE INSPECTION 7. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION& ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH AS FOLLOWS: CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED AT COLUMNS, COLUMN CONNECTIONS, CONNECTION HARDWARE, ETC. A. FLOOR SHEATHING: 3/4"-INDEX 48/24 Verification and Frequency of MAXIMUM OF 15'-0" OC EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO 12. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING B. WALL SHEATHING: 1/2"-INDEX 32/16 Inspection Inspection REMARKS NOT EXCEEDING 1 TO 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT AT COLUMN (UNLESS NOTED OTHERWISE): 2. ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO IBC Code Code or Standard BLOCKOUTS,AT END OF BEARING WALLS, AND AT RE-ENTRANT CORNERS. FLOORS: LIVE LOAD- 1/480 OF SPAN, TOTAL LOAD- 1/360 OF SPAN SUPPORTS AND END JOINTS SHALL BE STAGGERED. Reference Reference Continuous Periodic 8. CONSTRUCTION JOINTS IN BEAMS,JOISTS AND SLABS SHALL BE LOCATED AT MID SPAN WITH 13. DESIGNS, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING 3. PROVIDE 1 PLY CLIP PER SPAN @ UNSUPPORTED EDGE OF ROOF SHEATHING WHERE REINFORCING CONTINUING THRU AS IF JOINT DID NOT OCCUR. INFORMATION: JOIST&TRUSS SPACING EXCEEDS 16"OC UNO AS BLOCKED EDGES. 1'+ 9. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS. A. DEFLECTION DESIGN CRITERIA 4. BLOCK SHEAR WALL SHEATHING IN ACCORDANCE W/SHEAR WALL SCHEDULE. SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT ROSE C IT�/ 1 10. SIZE AND LOCATION OF SLEEVES THRU FLOORS OR WALLS FOR MECHANICAL OR ELECTRICAL B. LIVE, SNOW, DEAD,WIND, SEISMIC AND MECHANICAL DESIGN LOADS INSTALLATION IN NAME,TYPE.AND DIMENSIONS,HOLE DIMENSIONS, ACCESS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING CONCRETE. C. ERECTION AND PLACEMENT CRITERIA HARDENED 1703.4.2, COMPLIANCE WITH DRILL BIT REQUIREMENTS, CONCRETE AND ICC EVALUATION REPORT X - FUTS A L 11. SHORE ALL SELF-SUPPORTING SLABS AND BEAMS UNTIL JOB-CURED CYLINDERS INDICATE A D. DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING, CONNECTIONS& COMPLETED 1704.15.3 CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE MINIMUM AVERAGE OF 100% OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. HANGERS MASONRY EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, 12. CAMBER ALL BEAMS UNIFORMLY FOR A RATIO OF THE CLEAR SPAN DIVIDED BY 480= L/480 AT E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS ANCHOR EMBEDMENT,AND TIGHTENING TORQUE. 1O CENTER OF MEMBER. F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT S 3 1 5 W 13. ALL BOLTS AND OR RODS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION F1554 14. IF ANOTHER I-JOIST PRODUCT IS TO BE SUBSTITUTED,THE SUBSTITUTED PRODUCT CASCADE AVE GRADE 36(UNLESS NOTED OTHERWISE ON DRAWINGS)AND SHALL BE OF THE SIZE INDICATED MUST BE EQUAL OR GREATER IN MOMENT, SHEAR, REACTION, El,AND PERFORMANCE TI GAR D, OREGON ON THE DRAWINGS. AS THE PRODUCT SPECIFIED FOR THIS PROJECT. THE SUPPLIER SHALL BE 97224 14. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET OR WET RESPONSIBLE FOR THE COST OF ANY RE-ENGINEERING AND MODIFICATIONS TO THE SET. STRUCTURAL PLANS OR DETAILS DUE TO THE SUBSTITUTION OF THEIR PRODUCT. 15. ANCHOR RODS & EMBED PLATES SHALL BE SET IN ACCORDANCE WITH AISC CODE OF 15. ALTERNATIVE PRODUCTS AND DESIGNS MUST BE APPROVED BY THE STRUCTURAL STANDARD PRACTICE SECTION 7.5. ENGINEER OF RECORD PRIOR TO BID. 16. ALTERNATIVE PRODUCTS MUST BE OF THE SAME DEPTH AND SAME ON-CENTER SPACING AS THE SPECIFIED PRODUCT. 17. ALTERNATIVE PRODUCTS MUST HAVE A CURRENT ICC REPORT BASED ON THE ISSUE DATE: 21 APRIL 201 6 APPLICABLE IBC CODE. JOB NUMBER: 572 18. CALCULATIONS OF THE PROPOSED ALTERNATE PRODUCTS MUST BE SEALED BY THE PRODUCT ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF GENERAL RECORD. 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