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HomeMy WebLinkAbout2024.11.19 PPFD Pasco Aquatics Facility Drawings Vol. 1SEATTLE SPOKANE WASHINGTON STATE PASCOWAPATORICHLAND KENNEWICK WALLA WALLA YAKIMA SELAH O R E G O N I D A H O P A C I F I C O C E A N C A N A D A SITE 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/11/2024 1:44:01 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author G0.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y INDEX SHEET - VOLUME I VOLUME I: CIVIL / LANDSCAPE / ARCHITECTURAL / STRUCTURAL N Scale: NTS VICINITY MAP N Scale: NTS LOCATION MAP OWNER PASCO PUBLIC FACILITIES DISTRICT PASCO AQUATICS FACILITY PASCO, WA PASCO PUBLIC FACILITIES DISTRICT 525 N 3RD AVE PASCO, WA 99301 MATT WATKINS - DIRECTOR 1908 W NORTHWEST BLVD, SUITE A SPOKANE, WA 99205 (509) 325-0511 SPVV LANDSCAPE NAC ARCHITECTURE 1203 WEST RIVERSIDE AVENUE SPOKANE, WA 99201 (509) 838-8240 PBS ENGINEERING 400 BRADLEY BLVD, SUITE 106 RICHLAND, WA 99352 CE PHONE COFFMAN ENGINEERS 221 N WALL STREET, SUITE 500 SPOKANE, WA 99201 (509) 328-2994 DCI ENGINEERS 707 W 2ND AVENUE SPOKANE, WA 99201 (509) 455-4448 808 E SPRAGUE SPOKANE, WA 99202 (206) 378-0569 THE GREENBUSCH GROUP, INC NAC ENGINEERING 1203 WEST RIVERSIDE AVENUE SPOKANE, WA 99201 (509) 838-8240 ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER FIRE PROTECTION ELECTRICAL ENGINEER BROOKE HANLEY JASON MATTOX THOMAS SHERRY SCOTT KNECHT DYLAN TURNER JACK SCHNEIDER THE GREENBUSCH GROUP, INC 808 E SPRAGUE SPOKANE, WA 99202 (206) 378-0569 ACOUSTICAL ENGINEER ADAM JENKINS JUSTIN COOK WATER TECHNOLOGY, INC 100 PARK AVENUE BEAVER DAM, WI 53916 (920) 887-7375 POOL CONSULTANT RYAN NACHREINER INDEX OF DRAWINGS - VOLUME I 00 GENERAL G0.01 INDEX SHEET - VOLUME I G2.01 CODE PLAN 02 CIVIL C-001 COVER SHEET C-002 GENERAL NOTES AND LEGEND C-100 EXISTING CONDITIONS AND DEMOLITION PLAN C-110 SITE PLAN C-200 GRADING AND EROSION CONTROL PLAN C-300 COMPOSITE UTILITY PLAN C-301 COMPOSITE UTILITY PLAN 04 LANDSCAPE L100 IRRIGATION PLAN L200 LANDSCAPE PLAN L300 MATERIALS PLAN 06 ARCHITECTURAL A0.01 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS A1.01 SITE PLAN A3.00 WALL ASSEMBLIES / OUTBUILDING & SLIDE TOWER FLOOR PLANS A3.01 FLOOR PLAN A3.10 DOOR & RELITE TYPES & SCHEDULES A3.20 FLOOR PATTERN PLANS A3.30 ROOM FINISH SCHEDULE A4.01 EXTERIOR ELEVATIONS A4.02 EXTERIOR ELEVATIONS A4.03 EXTERIOR ELEVATIONS - OUTBUILDING A4.10 CURTAIN WALL TYPES A4.11 STOREFRONT & LOUVER TYPES A4.20 BUILDING SECTIONS A4.21 BUILDING SECTIONS A4.22 BUILDING SECTIONS A4.40 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.41 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.42 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.43 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.44 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.50 ROOF PLAN - OUTBUILDING A4.51 ROOF PLAN A5.10 EXTERIOR DETAILS A6.01 VERTICAL CIRCULATION A7.01 ENLARGED TOILET PLANS & INTERIOR ELEVATIONS A7.02 INTERIOR ELEVATIONS A7.03 INTERIOR ELEVATIONS A7.04 INTERIOR ELEVATIONS A9.01 REFLECTED CEILING PLAN INDEX OF DRAWINGS - VOLUME I 08 STRUCTURAL S0.01 GENERAL NOTES S0.02 GENERAL NOTES S0.03 GENERAL NOTES S0.04 SPECIAL INSPECTIONS S1.01 FOUNDATION PLAN S1.02 LOW ROOF FRAMING PLAN S1.03 HIGH ROOF FRAMING PLAN S1.04 FOUNDATION & ROOF FRAMING PLAN - CONCESSIONS S2.01 TILT-UP PANEL ELEVATIONS S2.02 TILT-UP PANEL ELEVATIONS S2.03 BRACED FRAME ELEVATIONS & DETAILS S3.01 FOUNDATION DETAILS S3.02 FOUNDATION DETAILS S4.01 FRAMING DETAILS S4.02 FRAMING DETAILS INDEX OF DRAWINGS - (VOLUME II) 00 GENERAL G0.02 INDEX SHEET - VOLUME II 10 MECHANICAL M0.01 MECHANICAL NOTES AND LEGENDS M2.00 OVERALL MECHANICAL ZONE PLAN M2.01 OVERALL HVAC PLAN M2.02 OVERALL MECHANICAL ROOF PLAN M3.01 POOL BUILDING MECHANICAL PLANS M5.01 MECHANICAL DETAILS M5.02 MECHANICAL DETAILS M7.01 MECHANICAL SCHEDULES 11 PLUMBING P2.01 OVERALL UNDERSLAB PLUMBING PLAN P2.02 OVERALL PLUMBING PLAN P2.03 ENLARGED PLUMBING PLANS P2.04 ENLARGED PLUMBING PLANS P3.01 POOL BUILDING PLUMBING PLANS P5.01 PLUMBING DETAILS P5.02 PLUMBING DETAILS P7.01 PLUMBING SCHEDULES 12 FIRE PROTECTION FP3.01 FIRE PROTECTION PLACEHOLDER 13 AQUATICS PL100 OVERALL AQUATIC PLAN PL101 ADA AND DECK CLEARANCE PL102 GENERAL DETAILS AND SCHEDULES PL110 POOL A - INDOOR LEISURE POOL PLAN PL111 POOL A - INDOOR LEISURE POOL DIMENSION PLAN PL112 POOL A - INDOOR LEISURE POOL SECTIONS PL113 POOL A - INDOOR LEISURE POOL SECTIONS PL114 POOL A - INDOOR LEISURE POOL SAFETY PLAN AND SECTIONS PL115 POOL A - INDOOR LEISURE POOL DETAILS PL116 POOL A - INDOOR LEISURE POOL DETAILS PL117 POOL A - SLIDE PLAN AND SECTIONS PL118 POOL A - SLIDE DETAILS PL120 POOL B - IN/OUT WHIRLPOOL PLAN PL121 POOL B - IN/OUT WHIRLPOOL SECTIONS PL122 POOL B - IN/OUT WHIRLPOOL DETAILS PL130 POOL C - OUTDOOR ACTIVITY POOL PLAN PL131 POOL C - OUTDOOR ACTIVITY POOL DIMENSION PLAN PL132 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL133 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL134 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE PL135 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE SECTIONS PL136 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL137 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL138 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL139 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL200 STRUCTURAL NOTES, PLAN(S) AND SCHEDULE PL201 STRUCTURAL PLAN(S) AND SCHEDULE PL202 STRUCTURAL PLAN(S) AND SCHEDULE PL300 INDOOR OVERALL PIPE TRENCH PLAN PL300A OUTDOOR OVERALL PIPE TRENCH PLAN PL301 MECHANICAL NOTES PL400 MECHANICAL EQUIPMENT PLAN PL401 MECHANICAL EQUIPMENT SCHEDULES PL510 POOL A - MECHANICAL SCHEMATIC PL511 POOL A - ELECTRICAL SCHEMATIC PL520 POOL B - MECHANICAL SCHEMATIC PL521 POOL B - ELECTRICAL SCHEMATIC PL530 POOL C - MECHANICAL SCHEMATIC PL531 POOL C - ELECTRICAL SCHEMATIC INDEX OF DRAWINGS - (VOLUME II) 14 ELECTRICAL E0.01 SYMBOLS LIST & ABBREVIATIONS E0.02 SCHEDULES - POWER & AQUATIC E0.03 SCHEDULES - LIGHTING E1.01 ELECTRICAL SITE PLAN E1.02 ELECTRICAL SITE PLAN SYSTEMS E1.03 POOL BUILDING - LIGHTING, POWER, SYSTEMS & ROOF PLAN E1.04 DETAILS - SITE POLE DETAILS E1.05 DETAILS - ELECTRICAL SITE E2.01 LEVEL 1 - LIGHTING PLAN E3.01 LEVEL 1 - POWER PLAN E3.02 ROOF LEVEL - POWER & SYSTEM PLANS E4.01 LEVEL 1 - SIGNAL/COMM PLAN E5.01 ENLARGED PLANS E6.01 ELECTRICAL ONE-LINE DIAGRAM UP UP UP UP GOVERNING CODES:2021 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS 2017 ICC/ANSI A117.1, ACCESSIBLE AND USABLE BUILDING AND FACILITIES, WITH STATEWIDE AMENDMENTS 2021 INTERNATIONAL SWIMMING POOL AND SPA CODE WASHINGTON ADMINISTRATIVE CODE 246-260 WATER RECREATION FACILITIES WASHINGTON ADMINISTRATIVE CODE 246-262 RECREATIONAL WATER CONTACT FACILITIES 2021 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 2021 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMENDMENTS (PART OF THE IMC ADOPTION) 2020 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) (PART OF THE IMC ADOPTION) 2021 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS 2021 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2021 WASHINGTON STATE ENERGY CODE NATIONAL ELECTRICAL CODE (NFPA 70) WITH DEPT OF LABOR AND INDUSTRIES AMENDMENTS OCCUPANCY GROUP: MAIN BUILDING - CONCESSIONS BUILDING - ASSEMBLY A-3, PER 303.4 OFFICES B, ACCESSORY USE PER 508.3.1 B, NON-SEPARATED STORAGE > 100SF S-1, ACCESSORY USE PER 508.3.1 S-1, ACCESSORY USE PER 508.3.1 CONSTRUCTION TYPE:II-B, FULLY SPRINKLERED MAIN BUILDING, NON-SPRINKLERED CONCESSIONS BUILDING SEPARATION OF OCCUPANCIES: - FIRE BARRIERS NOT REQUIRED DUE TO MIXED OCCUPANCY PER SECTION 506.2.4 - NO SEPARATION REQUIRED BETWEEN B & S PER SECTION 508.3.3.3 / 508.4 BUILDING HEIGHT:ALLOWABLE - A-3 OCC 3 STORIES, 75'-0" ALLOWABLE - B OCC 3 STORIES, 75'-0" ALLOWABLE - S-1 OCC 2 STORIES, 75'-0" ACTUAL 1 STORY, 42' 0" ALLOWABLE PER ZONING 90'-0" FIRE-RATED ASSEMBLIES:TYPE:RATING:ASSEMBLY: STRUCTURAL FRAME STEEL COLUMNS 0-HR N/A EXTERIOR BEARING WALLS CONCRETE 0-HR N/A INTERIOR BEARING WALLS CMU 0-HR N/A FLOOR/CEILING CONCRETE ON STL DECK 0-HR N/A ROOF/CEILING STEEL DECK 0-HR N/A SMOKE PARTITIONS NONE NR N/A ACTUAL FLOOR AREA: MAIN BUILDING: 31,811 SF CONCESSIONS BUILDING: 2,844 SF ALLOWABLE AREA: MAIN BUILDING - PER TABLE 507.6:UNLIMITED (A-3 OCC, II-B SPRINKLERED, ONE-STORY) CONCESSIONS BUILDING - PER TABLE 506.2:23,000 SF (B OCC, II-B NON-SPRINKLERED, ONE-STORY) BUILDING CODE ANALYSIS 1. 2. 3. 4. AT MAIN BUILDING, A SPRINKLER SYSTEM WITH QUICK-RESPONSE HEADS WILL BE INSTALLED IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA-13. SEE MECHANICAL DRAWINGS AND DIVISION 21 SPECIFICATIONS. SPRINKLER DRAWINGS TO BE SUBMITTED BY LICENSED INSTALLER AS DEFERRED SUBMITTAL AFTER PROJECT BIDS. BUILDING TO HAVE FIRE ALARM SYSTEM PER NFPA-72 THROUGHOUT WITH ADDRESSABLE PANEL. SEE ELECTRICAL DRAWINGS AND DIVISION 28 SPECIFICATIONS. FIRE ALARM DRAWINGS TO BE SUBMITTED BY LICENSED INSTALLER AS DEFERRED SUBMITTAL AFTER PROJECT BIDS. SMOKE CONTROL SYSTEM IS NOT REQUIRED. FIRE EXTINGUISHERS ARE LOCATED AS SHOWN ON THE ARCHITECTURAL FLOOR PLANS. FIRE PROTECTION NOTES 1. 2. 3. 4. 5. 6. 7. A. B. C. D. E. F. 8. 9. 10. 11. SEE MAIN FLOOR PLAN FOR DIMENSIONS AND WALL TYPE REFERENCES. SEE DOOR AND RELITE SCHEDULES, SHEET A3.10 AND DIVISION 8 SPECIFICATION FOR DOOR HARDWARE. SEE ELECTRICAL FOR EXIT SIGNS AND EMERGENCY EGRESS LIGHT FIXTURES. BUILDING IS NON-COMBUSTIBLE FULLY SPRINKLERED CONSTRUCTION AT MAIN BUILDING AND NON- COMBUSTIBLE NON-SPRINKLERED CONSTRUCTION AT CONCESSIONS BUILDING. AREAS OF EVACUATION ASSISTANCE ARE NOT REQUIRED. QUICK RESPONSE HEADS ARE USED WHERE ALLOWED BY IBC CHAPTER 9 AND A WRITTEN EVACUATION PLAN WILL BE SUBMITTED FOR APPROVAL PRIOR TO OCCUPANCY. ALL ASSEMBLY ROOMS SHALL BE POSTED WITH ROOM CAPACITY SIGNS PER IBC 103.2.2.5 AND DIVISION 10 SPECIFICATIONS. SEE MECHANICAL AND ROOF PLAN, SHEET A4.10 FOR ROOF PENETRATIONS. ARCHITECT SHALL REVIEW ALL DEFERRED SUBMITTALS AND VERIFY COMPLIANCE WITH THE DESIGN CONCEPT AND CODE REQUIREMENTS RELATING TO: AUTOMATIC SPRINKLER SYSTEM DESIGN DRAWINGS. MANUAL AND AUTOMATIC FIRE ALARM DRAWINGS. INSTALLATION DETAILS OF ACOUSTICAL CEILING SUSPENSION SYSTEM. DESIGN DETAILS AND STRUCTURAL CALCULATIONS FOR THE SEISMIC ANCHORAGE AND BRACING OF EACH PIECE OF FLOOR MOUNTED AND ROOF MOUNTED MECHANICAL AND OTHER EQUIPMENT WEIGHING 400 POUNDS OR MORE. WRITTEN FIRE AND LIFE SAFETY EMERGENCY PLAN, WHICH SPECIFICALLY ADDRESSES THE EVACUATION OF PERSONS WITH DISABILITIES. METAL STAIRS & RAILINGS APPROVED AUDIBLE SPRINKLER FLOW ALARMS SHALL BE INSTALLED WITHIN THE MAIN BUILDING AND ON THE EXTERIOR IN APPROVED LOCATIONS; ACTUATION SHALL CONFORM TO IBC CHAPTER 9. ELECTRICAL VALVE MONITORING FOR SPRINKLER SYSTEM AND WATER FLOW SWITCHES SHALL BE INSTALLED AND CONNECTED TO AN APPROVED CENTRAL, REMOTE, OR PROPRIETARY MONITORING STATION. AN APPROVED MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BE INSTALLED AS SPECIFIED IN THE FIRE CODE; VISIBLE ALARMS COMPLYING WITH WSBC SECTION 1106.15.2 SHALL BE INSTALLED IN ALL COMMON-USE AREAS, ASSEMBLY AREAS, TOILET ROOMS, HALLWAYS, LOBBIES AND CORRIDORS. INTERIOR WALL AND CEILING FINISHES SHALL CONFORM TO IBC SECTION 803 AND TABLE 803.11 FOR FLAME SPREAD REQUIREMENTS. WORST CAST EXIT ACCESS TRAVEL DISTANCE AND COMMON PATH OF EGRESS ARE SHOWN ON THE PLAN (FORTHCOMING) 12.WSEC COMPLIANCE FORMS PROVIDED AS A SEPARATE DOCUMENT CODE PLAN GENERAL NOTES LOT 34, PLAT EXEMPTION SEGREGATION SURVEY, AFN 1981509: A PARCEL OF LAND LOCATED IN THE EAST 1/2 OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 9 NORTH, RANGE 29 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PASCO, FRANKLIN COUNTY, WASHINGTON TAX PARCEL #115210219 LEGAL DESCRIPTION CALCULATED PER HEALTH CODE AS REGULATED BY RCW 70.90.110 AND WAC 246-260-041 & 246-260-051 1.OCCUPANT LOAD: SWIMMING POOL MAXIMUM BATHER LOAD (TABLE 041.2) CALCULATED PER SQUARE FOOT OF WATER SURFACE AREA: OUTDOOR 5FT DEEP OR LESS:4,352 SF 4,352 SF / 15 (SF/BATHER) = 291 OUTDOOR > 5FT DEEP:706 SF 706 / 30 (SF/BATHER) = 24 INDOOR 5FT DEEP OR LESS: 4,785 SF 4785 SF / 25 (SF/BATHER) = 192 SPA:326 SF 326 SF / 10 (SF/BATHER) = 33 TOTAL BATHER COUNT - 540 2.FIXTURES REQUIRED (TABLE 031.5 RESTROOM MINIMUM REQUIREMENTS FOR GENERAL USE POOLS): WC-MALE URINAL-MALE LAVS-MALE WC-FEMALE LAVS-FEMALE DRINK FOUNT DIAPER CHANGING 8 (included in WCs)3 6 3 1 2 SHOWER-MALE SHOWER-FEMALE 6 6 3.FIXTURES PROVIDED (* WATER CLOSETS ARE PROVIDED IN LIEU OF URINALS & ALL TOILET/SHOWER ROOMS ARE UNISEX): WC-MALE URINAL-MALE LAVS-MALE WC-FEMALE LAVS-FEMALE DRINK FOUNT DIAPER CHANGING 10 (included in WCs)10 9 9 2 9 SHOWER-MALE SHOWER-FEMALE 7 7 PLUMBING FIXTURE CALCULATIONS ACCUMULATED OCCUPANT LOAD FROM ROOMS DIRECTLY INTO CORRIDOR OR EXIT EXIT FROM ROOMS. NUMBER INDICATES THE CALCULATED ACCUMULATED LOAD AT THAT ROOM OR BUILDING EXIT. ARROW INDICATES EXIT DIRECTION. OCCUPANT LOAD PLAN LEGEND ## ## OCCUPANT LOAD FACTOR - TABLE 1004.1.2### # ## ## MINIMUM EXIT WIDTH REQUIRED EXIT WIDTH PROVIDED LOBBY/LOUNGE 100 LIFEGUARD RM 112 RECEP 101A MANAGER 101C GRAB & GO CONCESSIONS 100A PARTY ROOM 107 PARTY ROOM 109 POOL EQUIPMENT 129 MAINSTREET C100 STOR 110 UCR 117 UCR 116 UCR 115 UCR 114 UCR 119 UCR 118 LOCKER AREA 132 MECHANICAL 129C CHEM 129B STORAGE 103 TELE 105 CHEM 129A VEST V100 ADMIN 101B UCR 127 UCR 125 UCR 123 UCR 121 UCR 120 UCR 122 UCR 124 UCR 126 ELEC 129D PARTY / BOARD ROOM 102 HALL C101 LOCKER AREA 133 VEST V101 MOTHER'S RM 104 TLT 106 STOR/CUST 130 CHANGING ROOMS 131 HALL C102 FIRE RISER FR UCR 201 UCR 202 UCR 203 LIFEGUARD RM 200 CONCESSIONS 204 STORAGE 205 POOL MECH & ELEC 206 CHEM 208 CHEM 207 TLT 108 NATATORIUM 134 LIFEGUARD LOCKERS 113 148 75 10 69 75 149 75 26 26 2 27 27 2 2 171 15 7 60 2 150 5 150 2 150 2 300 1 300 53 15 40 15 2 300 5 50 53 15 12 50 12 50 4 300 1 300 1 300 2 300 1 300 1 3001 300 3 300 1 300 1 300 2 300 1 150 2 200 225 4 6 6 66 20 3 7 50 10 12 2 45 15 43.5 29.6 43.5 15 91.5 15 91.5 2 70 13.8 70 139 970 INDOOR POOL OCCUPANT LOAD (PER WAC 246-260-041 & 246-260-051): POOL AREA:4,785 SF SPA AREA:326 SF TOTAL AREA:6,178 SF OCCUPANT LOAD: 4785 SF / 25 (SF/BATHER) 192 326 SF / 10 (SF/BATHER)33 TOTAL INDOOR POOL OCCUPANT LOAD:225 BATHERS 50 15 49 297 29.8 70 3 2 2 1 OUTDOOR POOL OCCUPANT LOAD (PER WAC 246-260-041): POOL AREA (SHALLOW WATER):4,352 SF POOL AREA (DEEP WATER):706 SF TOTAL AREA:5,058 SF OCCUPANT LOAD: 4352 SF / 15 (SF/BATHER) 291 706 SF / 30 (SF/BATHER)24 TOTAL INDOOR POOL OCCUPANT LOAD:315 BATHERS 315 OUTDOOR BATHERS 478 TOTAL OUTDOOR + INDOOR EXIT LOADS 15 9 15 9 160 32 34 31.8 34 31.8 34 59'-11 1/2" LI N E O F P H A S E 2 E X P A N S I O N 8'-11 1/2" 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:03:22 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author G2.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y CODE PLAN # CONTACT:ARCHITECT: PROJECT ADDRESS: PROJECT NAME: PROJECT INFORMATION DESCRIPTION: ZONING: PHONE: FAX: LOT 34, BROADMOOR DISTRICT, PASCO, WA 99301 PASCO AQUATICS FACILITY NAC ARCHITECTURE 1203 WEST RIVERSIDE AVENUE BROOKE HANLEY NEW INDOOR & OUTDOOR AQUATICS FACILITY RE-ZONE APPLICATION IN PROGRESS (R-T TO M-U) (509) 838-8240 SPOKANE WA 99201 CODED NOTES - CODE PLAN N Scale: 1/16" = 1'-0" LEVEL 1 - CODE PLAN C C C C LOT 34 PER (PASCO PUBLIC FACILITIES DISTRICT) LO T 1 6 ( B R O A D M O O R P R O P E R T I E S , L L C ) LOT 20 PER (BROADMOOR PROPERTIES, LLC) LO T 3 2 (B R O A D M O O R PR O P E R T I E S , LL C ) LO T 2 9 (B R O A D M O O R P R O P E R T I E S , L L C ) LOT 21 (BROADMOOR PROPERTIES, LLC) LOT 19 PER (PASCO PUBLIC FACILITIES DISTRICT) PARKING AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 PHASE 1 PARKING FOOD TRUCK LANDING FUTURE DEVELOPMENT OUTDOOR POOL BLDG PHASE 1 FIRE LANE OUTDOOR AQUATIC CENTER RO A D 1 0 8 VICINITY MAP NOT TO SCALE ~COLUMBIA RIVER~ BR O A D M O O R B L V D ~C O L U M B I A R I V E R ~ RD 1 0 0 INT E R S T A T E 1 8 2 HARRIS RD BURNS RD RD 1 0 8 SITE PASCO AQUATIC CENTER LOCATED IN THE NORTH 1/2 OF THE SW 1/4 OF SECTION 7, T9N, R29E, W.M. CITY OF PASCO, FRANKLIN COUNTY, WASHINGTON OWNER: PASCO PUBLIC FACILITIES DISTRICT MATT WATKINS - DIRECTOR 525 N 3RD AVE PASCO, WA 99301 ENGINEER: PBS ENGINEERING AND ENVIRONMENTAL JASON MATTOX, PE 400 BRADLEY BLVD, SUITE 106 RICHLAND, WA 99352 (509) 942-1600 SURVEYOR: PBS ENGINEERING AND ENVIRONMENTAL ALEX MATARAZZO, PLS 400 BRADLEY BLVD, SUITE 106 RICHLAND, WA 99352 (509) 942-1600 ZONING CLASSIFICATION: MU - MIXED USE (PENDING) Sheet List Table Sheet Number Sheet Title C-001 COVER SHEET C-002 GENERAL NOTES AND LEGEND C-100 EXISTING CONDITIONS AND DEMOLITION PLAN C-110 SITE PLAN C-200 GRADING AND EROSION CONTROL PLAN C-300 COMPOSITE UTILITY PLAN C-301 COMPOSITE UTILITY PLAN REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 0 0 1 . d w g L a y o u t T a b : C- 0 0 1 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 2 : 2 1 : 0 7 P M RSO JLM C-001 COVER SHEET DD Scale 1" = 0 40 80 40' 20 STANDARD ENGINEERING ABBREVIATIONS E E East EG Extg Ground EL Elevation ELEC Electric EOP End Of Project EP Edge Of Pavement ER End Curb Return ESMT Easement EVC End Vertical Curve EXTG Existing F FF Finished Floor Elevation FG Finish Grade FH Fire Hydrant FL Flow Line FLG Flange FM Force Main FPT Female pipe tapered FT Foot/Feet G G Natural Gas GA Guage GND Ground GRD Grade GV Gate Valve H HDPE High Density Polyethylene HMA Hot Mix Asphalt HORIZ Horizontal HW High Water Elevation HWY Highway HYD Hydrant I ID Inside Diameter IE Invert Elevation IN/HR Inches per Hour INTX Intersection INV Invert IPS Iron Pipe Size IRR Irrigation Water L L Length LAT Lateral LBS Pounds LF Linear Feet LT Left LUM Luminaire M MAX Maximum MB Mail Box MFR Manufacturer MH Manhole MIL Millimeter MIN Minimum MISC Miscellaneous MJ Mechanical Joint A Ac Acres AC Asphalt Concrete AD Area Drain ADS Advanced Drainage Systems APPD Approved ASSY Assembly ASTM American Society for Testing & Materials AVE Avenue B BC Back Of Curb BF Butterfly BLVD Boulevard BM Benchmark BO Blowoff BOP Beginning Of Project BOT Bottom BR Begin Curb Return BVC Begin Vertical Curve BW Bottom Of Wall C C&G Curb And Gutter CAT Category CB Catch Basin CCI Combination Curb Inlet CEM Cement CF Cubic Feet CHK Check CI Curb Inlet CIP Cast In Place CIR Circle CL Centerline CL Class CM/SEC Centimeters per Second CMP Corrugated Metal Pipe CO Cleanout COMB Combination COMP Compaction CONC Concrete CONST Construction CPE Corrugated Polyethylene CT Court CY Cubic Yard D ?Delta D Depth DB Drain Basin DBL Double DCVA Double Check Valve Assembly DEMO Demolition DET Detail Ø or DIA Diameter DI or DIP Ductile Iron Pipe DR Drive DS Downspout DW Drywell DWY Driveway N N North NA Not Applicable No or #Number NE Northeast NIC Not In Contract NOM Nominal NTS Not to Scale NW Northwest O OC On Center OD Outside Diameter OHP Overhead Power OZ Ounce P PAVT Pavement PC Point Of Curvature PCC Point Of Compound Curvature PCC Portland Cement Concrete PE Plain End PERC Percolation PERF Perforated PH Phase PI Point Of Intersection PKWY Parkway PL Place PL Property Line POC Point Of Connection PP Power Pole PRC Point Of Reverse Curve PRELIM Preliminary PRVC Point Of Reverse Vert Curve PSI Pound per Square Inch PT Point PT Point Of Tangency PVC Polyvinylchloride PVI Point Of Vertical Intx R R Radius RAD Radius RD Road REINF Reinforced REQD Required REV Revision ROW Right Of Way RR Railroad RT Right S S South S=Slope Equals SCHED Schedule SD Storm Drain SDMH Storm Drain Manhole SE Southeast SECT Section S SF Square Feet SHLDR Shoulder SHT Sheet SLV Sleeve SPEC Specification SQ Square SS Sanitary Sewer S/S Stainless Steel SSMH Sanitary Sewer Manhole ST Steel ST Street ST W Storm Water STA Station STD Standard SVC Service SW or S/W Sidewalk SW Southwest SYM Symbol T T Tangent T&G Tongue and groove TA Top of Asphalt TB Thrust Block TBC Top Back of Curb TBM Temp Benchmark TC Top Of Curb TEL Telephone TEMP Temporary TFC Top Face of Curb TOP Top Of Manhole Rim Elevation TOPO Topography TP Test Pit TSW Top of Sidewalk TV Cable Television TW Top Of Wall TYP Typical U UGP Underground Power UTIL Utility V VC Vertical Curve VERT Vertical W W West W/With W/O Without WL Water Line WM Water Meter Y YD Yard EXISTING LINETYPE LEGEND Existing Irrigation Pipe Existing Irrigation Lateral Existing Sanitary Sewer Pipe Existing Storm Sewer Pipe Existing Water Pipe Existing Water Lateral Existing Building Existing Cable Tv Line Existing Centerline Existing Contour Existing Curb Existing Curb & Gutter Existing Fence Existing Fiber Optic Line Existing Gas Line Existing Lot Line Existing Over Head Power Line Existing Paint Stripe Existing Property Line Existing Right-Of-Way Existing Telephone Line Existing Underground Utility Line Existing Utility Easement FO FO FO FO FO OHP OHP OHP OHP T T T T T UGP UGP UGP UGP PROPOSED LINETYPE LEGEND Proposed Sanitary Lateral Proposed Sanitary Sewer Pipe Proposed Storm Pipe Proposed Water Lateral Proposed Water Pipe Proposed Building Proposed Contour Proposed Curb & Gutter Proposed Easement Proposed End of Pavement Proposed Erosion Control Filter Fabric Fence Proposed Fence Proposed Paint Stripe Proposed Property Line Proposed Sawcut Line Proposed Score Line Proposed Sidewalk Proposed Wall WL WL WL WL WL PROPOSED SYMBOL LEGEND Proposed Sanitary Cap Proposed Sanitary Reducer Proposed Sanitary Cleanout Proposed Sanitary Manhole Proposed Catch Basin Proposed Area Drain Proposed Storm Cleanout Proposed Storm Manhole Proposed Sedimentation Manhole Proposed Drywell Proposed Fire Protection Vault Proposed Water Meter Proposed Water Backflow Device Proposed Water Valve Proposed Water Bend Tee W/ Valve Proposed Water Bend Tee W/ TB Proposed Water Bend W/ TB Proposed Water Temporary Blowoff Proposed Water Standard Blowoff Proposed Water Reducer Proposed Water Thrust Block Proposed Fire Hydrant Proposed Bollard Proposed Street Light Proposed Road Barrier Proposed Road Sign Proposed Flow Arrow Proposed Inlet Protection Pillow Proposed Gravel Construction Entrance EXISTING SYMBOL LEGEND Existing Area Drain Existing Catch Basin Existing Cleanout Existing Combo Inlet Existing Coniferous Tree Existing Deciduous Tree Existing Ditch Inlet Existing Electrical Pedestal Existing Fire Hydrant Existing Flow Arrow Existing Gas Valve Existing Guy Anchor Existing Iron Rod Existing Power Meter Existing Power Pole Existing Power Riser Existing Project Bench Mark Existing Roof Drain Existing Sanitary Cleanout Existing Sanitary Manhole Existing Sanitary Sewer Data Existing Shrub Existing Sign Existing Storm Drainage Data Existing Storm Manhole Existing Telephone Riser Existing Test Pit Existing Water Manhole Existing Water Meter Existing Water Valve REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 0 0 2 . d w g L a y o u t T a b : C- 0 0 2 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 1 2 : 0 1 : 4 2 P M RSO JLM C-002 GENERAL NOTES AND LEGEND DD GENERAL CONSTRUCTION NOTES 1.CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CONSTRUCTION MANAGER, BY CONTACTING THEM AT (509) 545-4135, AT LEAST 2 WEEKS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2.48 HOUR NOTICE TO THE CITY OF PASCO, (509) 545-4135, IS REQUIRED PRIOR TO ANY ACTIVITY WITHIN THE CITY RIGHT-OF-WAY. 3.A MINIMUM OF TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO CALL 811 (UTILITY LOCATE) FOR LOCATIONS OF EXISTING UTILITIES. 4.AT THE END OF EACH DAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE ENTIRE WIDTH OF THE TRAVELED ROADWAY BACK TO COMPLETE VEHICULAR TRAVEL. THIS SHALL INCLUDE, BUT NOT LIMITED TO, ALL TRENCHES BACK-FILLED OR COVERED WITH DEVICES APPROVED BY THE CITY ENGINEER, ALL EQUIPMENT, SUPPLIES, AND MISCELLANEOUS ITEMS REMOVED FROM THE RIGHT-OF-WAY. 5.EROSION, SEDIMENT, AND AIR QUALITY CONTROL SHALL COMPLY WITH CITY OF PASCO AIR QUALITY CONTROL ORDINANCES, AND THE NOTES AND DETAILS ON THESE PLANS. 6.ALL ELECTRICAL SYSTEMS, STREETLIGHTS, AND ELECTRICAL CROSSING LOCATION CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST STANDARDS AND PRACTICES OF FRANKLIN PUD, WASHINGTON STATE L&I, AND THE CITY OF PASCO. 7.THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS AND THE CITY OF PASCO STANDARD PLANS WHICH IN ANY MANNER AFFECT THE CONDUCT OR SAFETY OF THE WORK. 8.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION. 9.EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. OTHER UTILITIES MAY EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPLORATION AHEAD OF THE WORK TO VERIFY EXISTING UTILITY LOCATIONS AND ELEVATIONS WHERE INTERFERENCE WITH NEW UTILITIES MAY OCCUR. 10.ARRANGEMENTS SHALL BE MADE WITH RESPECTIVE UTILITY COMPANIES FOR MOVING, ABANDONING, OR MAINTAINING THEIR RESPECTIVE SERVICES. 11.ANY ARCHAEOLOGICAL FINDINGS SHALL BE REPORTED TO THE CITY INSPECTOR, ANY STATE AGENCY REQUIRED BY WASHINGTON STATE LAW (GEO 21-02), AND PER THE INADVERTENT DISCOVERY PLAN (IDP). 12.THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE APPROVED CIVIL PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 13.IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, AND THE CITY OF PASCO ENGINEER'S OFFICE. 14.UPON PROJECT COMPLETION, AS-BUILT DRAWINGS MUST BE SUBMITTED TO THE CITY OF PASCO. AS-BUILTS SHALL INCLUDE THE LOCATION OF ANY UTILITY CROSSINGS. 15.TRENCH EXCAVATION WITHIN THE PROJECT SHALL COMPLY WITH WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES SAFETY STANDARDS FOR CONSTRUCTION WORK. 16.SITE GRADING, PAVING, STORM SEWER, IRRIGATION, AND SIGNAL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2025 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, M41-10, AND THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR PUBLIC WORKS IMPROVEMENTS. EROSION, SEDIMENT, AND AIR QUALITY CONTROL 1.DO NOT DISTURB MORE AREA THAN NEEDED FOR CONSTRUCTION REQUIREMENTS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND MAINTAINING A DUST CONTROL PLAN. DUST CONTROL SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES. ALL DUST CONTROL MEASURES TO BE DONE WITH A PERSON OPERATED WATERING DEVICE (E.G. WATER TRUCK, WATER WAGON, ETC.) NO UNATTENDED WATERING ALLOWED. NO IRRIGATION LINES OR OTHER IRRIGATION / SPRINKLING TYPE WATERING DEVICES ALLOWED. ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY TO FURNISH, HAUL, AND APPLY THE WATER TO ADDRESS DUST CONTROL FOR EROSION PREVENTION SHALL BE INCIDENTAL TO EROSION CONTROL ITEMS OF THE CONTRACT. 3.THE CONTRACTOR SHALL PROTECT MOTORING PUBLIC, ADJACENT HOMES AND BUSINESSES, ORCHARDS, CROPS, AND SCHOOL YARDS FROM DAMAGE DUE TO DUST GENERATED BY THE PROJECT, BY WHATEVER MEANS NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLAIMS FOR DAMAGES CAUSED BY PROJECT GENERATED DUST AND SHALL PROTECT THE CITY, FRANKLIN COUNTY, AND CONSULTANT FROM ANY AND ALL SUCH CLAIMS. 4.WHEN DIRECTED BY THE CITY, THE CONTRACTOR SHALL PROVIDE WATER FOR DUST CONTROL WITHIN TWO HOURS OF SUCH ORDER AND HAVE EQUIPMENT AND MANPOWER AVAILABLE AT ALL TIMES INCLUDING WEEKENDS AND HOLIDAYS TO RESPOND TO ORDERS FOR DUST CONTROL MEASURES. SHOULD THE CONTRACTOR FAIL TO COMPLY WITHIN TWO HOURS, THE CITY MAY UTILIZE ITS OWN STAFF AT THE PREVAILING ENGINEERING STAFF WAGE RATE PLUS EQUIPMENT RENTAL. CHARGES, AND/OR CONTRACTED WATERING SERVICES. THE CONTRACTOR WILL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL DUST CONTROL COSTS INCLUDING LABOR, EQUIPMENT, WATER, AND CONTRACTOR COSTS. SUBSEQUENT BUILDING PERMITS WILL NOT BE PROCESSED UNTIL REIMBURSEMENT IS PAID IN TOTAL. 5.ANY DISTURBED AREAS WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS AND NOT INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH APPROVED EROSION CONTROL SEED MIX USING A BLEND OF TALL FESCUES, KENTUCKY BLUE GRASS, AND ANNUAL RYE OR APPROVED EQUAL AT A RATE OF 450 LBS/ACRE. 6.PERMANENT SEEDING SHALL NOT OCCUR UNTIL AREAS HAVE BEEN APPROVED FOLLOWING SECTION 8-02.3(5)A OF THE STANDARD SPECIFICATIONS, INCLUDING REMOVAL OF ANY TEMPORARY BMPS, AND NECESSARY DECOMPACTION OF STAGING AND CONSTRUCTION AREAS. 7.PERMANENT SEEDING, FERTILIZING, AND MULCHING SHALL BE APPLIED IN TWO DIRECTIONS AS TO PROVIDE A COMPLETE AND UNIFORM COVER OVER THE ENTIRE SEEDING AREAS. HYDROSEED OPERATIONS WILL REQUIRE THE USE OF HOSES CAPABLE OF APPLYING MATERIAL ON SLOPES AND ON BOTH SIDES OF TRACKS TO PROVIDE THE SPECIFIED COVER AND TWO-DIRECTION APPLICATION REQUIREMENT. 8.SEEDS SHALL BE CERTIFIED “WEED FREE,” INDICATING THERE ARE NO NOXIOUS OR NUISANCE WEEDS IN THE SEED. 9.ALL HYDROSEEDING SHALL USE 16-16-16 FERTILIZER IN COMBINATION WITH THE SEEDING OPERATIONS. 10. STORM INLET PROTECTION SHALL BE INSTALLED IN ALL CATCH BASINS WITHIN THE RIGHT-OF-WAY. INLET PROTECTION SHALL NOT BE REMOVED UNTIL INSTRUCTED BY CITY OF PASCO TO DO SO. INSERT SHALL BE KEPT IN GOOD WORKING ORDER WITH NO RIPS, TEARS OR NO ACCUMULATION OF SEDIMENT ON TOP OF FABRIC GREATER THAN THE ALLOWED PER THE STANDARD PLAN AND SPECIAL PROVISIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT, MUD & OTHER CONSTRUCTION DEBRIS WHICH MAY ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEANING SHALL BE ON A DAILY BASIS. NO MATERIAL SHALL BE ALLOWED TO SET DRY OR BE WASHED INTO THE CITY OF PASCO STORM DRAINAGE SYSTEM. SITE GRADING AND STREET CONSTRUCTION 1.AREAS TO BE GRADED SHALL BE CLEARED AND GRUBBED. ALL MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. 2.BORROW AREAS AND AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF TOPSOIL, DEBRIS, UNCONTROLLED FILL, AND OTHER UNSUITABLE MATERIALS DOWN TO FIRM, NON-ORGANIC NATIVE SOIL, AND COMPACTED TO AT LEAST 92% OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR). 3.FILL AREAS SHALL BE STRUCTURALLY FILLED FIRST WITH SURPLUS SUITABLE MATERIAL FROM THE STREET EXCAVATION AND THEN WITH SUITABLE MATERIAL FROM OTHER CUT AREAS. SELECT MATERIALS SHALL BE PLACED IN LIFTS NOT TO EXCEED 8". 4.COMPACTION TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM D 698 (STANDARD PROCTOR). WITHIN THE RIGHT-OF-WAY UNLESS OTHERWISE NOTED, 95% COMPACTION IS REQUIRED. 5.STRIPPINGS NOT UTILIZED IN THE FINAL GROUND COVER OPERATION MAY BE DISTRIBUTED IN NON-STRUCTURAL AREAS ALONG REAR LOT LINES, BEING SURE NOT TO INTERFERE WITH THE LOT DRAINAGE SCHEMES OR CROSSING SAID LOT LINES WITH THE MATERIAL. 6.ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. EXTG 4 0 ' SEW E R EASE M E N T RO A D 1 0 8 ~GR A V E L P I T ~ 425 430 435 440 445 423 424 426 427 428 429 431 432 433 434 436 437 438 439 441 442 443 444 446 44 7 45 0 448 44 9 4 5 5 46 0 4 5 6 4 5 7 4 5 8 4 5 9 435 432 433 43 4 436 437 4 3 0 435 440 445 4 3 1 432 433 434 436 437 438 439 441 442 443 444 446 447 448 449 4 3 5 43 1 43 2 43 3 43 4 4 3 5 4 4 0 44 5 4 4 5 4 3 6 4 3 7 4 3 8 4 3 9 4 4 1 4 4 2 4 4 3 4 4 4 4 5 0 45 0 4 5 0 4 4 6 4 4 7 4 4 8 4 4 9 45 1 4 5 2 4 5 3 440 4 4 5 450 4 3 7 4 3 8 4 3 9 4 4 1 4 4 2 4 4 3 444 4 4 6 4 4 7 4 4 8 449 451 452 440 439 441 442 44 3 445 450 444 446 447 448 449 4 3 5 43 3 434 4 3 6 4 3 7 4 3 8 437 438 4 3 9 4 3 5 4 3 6 44 8 44 9 45 0 45 1 4 5 0 4 4 7 4 4 8 4 4 9 445 444 446 444 44 5 444 450 4 5 1 452 453 100' EXTG ROW PROPERTY LINE (TYP) PROPERTY LINE (TYP) EXTG CONTOUR (TYP) LO T 1 6 P E R ( R 1 ) E X C E P T ( D 1 ) (B R O A D M O O R P R O P E R T I E S , L L C ) LOT 20 PER (R1) (BROADMOOR PROPERTIES, LLC) LO T 3 2 P E R ( R 1 ) (B R O A D M O O R PR O P E R T I E S , LL C ) LOT 21 PER (R1) (BROADMOOR PROPERTIES, LLC) LOT 19 PER (R1) (PASCO PUBLIC FACILITIES DISTRICT) LOT 34 PER (R1) (13 AC) (PASCO PUBLIC FACILITIES DISTRICT) LO T 2 9 P E R ( R 1 ) (B R O A D M O O R P R O P E R T I E S , L L C ) S0 0 ° 0 0 ' 3 6 " W 1 4 1 4 . 4 3 ' ( R 2 ) 71 9 . 1 6 ' ( R 2 ) 69 5 . 2 7 ' ( R 2 ) S89°59'24"E 787.68' (R2) N89°58'30"W 787.48' (R2) S0 0 ° 0 0 ' 1 9 " E 7 1 8 . 9 5 ' ( R 2 ) 13.00 AC. CONTRACTOR SHALL DEMO EXISTING DRAINAGE PIPES AND STRUCTURES CONTRACTOR SHALL DEMO EXISTING TREES AND REMOVE VEGETATION FROM POND AREA CONTRACTOR SHALL DEMO EXISTING CONCRETE STRUCTURE AND REMOVE PIPING. CAP PIPES AT PROPERTY LINE REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 1 0 0 . d w g L a y o u t T a b : C- 1 0 0 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 1 2 : 5 4 : 5 3 P M RSO JLM C-100 EXISTING CONDITIONS AND DEMOLITION PLAN DD Scale 1" = 0 50 100 50' 25 C FUTURE LOT 21 (BROADMOOR PROPERTIES, LLC) FIRE TRUCK TURN-AROUND 24' 9' 19' 20' 19 ' 28 ' 28 ' 9' 11 8 . 5 ' PARKING AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 (FUTURE BUILIDNG PAD) PHASE 1 PARKING FOOD TRUCK LANDING MAIN ENTRY RO A D 1 0 8 FUTURE DEVELOPMENT (81 STALLS) (2 ADA) OUTDOOR POOL BLDG PHASE 1 (53 STALLS 4 ADA STALLS) FIRE L A N E 19'19' 62'80.2' 33' 11.3' 11.3' 8' 8' 369.22' R7 . 5 ' 29 ' 20 7 ' 211.3' 15' UTILITY ESMT S 0 0 ° 0 0 ' 3 6 " W 7 1 9 . 0 9 ' N 89° 58' 30" W 787.41' S 89° 59' 24" E 787.60' N 0 0 ° 0 0 ' 1 9 " W 7 1 8 . 8 9 ' 36 ' D V W Y 7' FUTURE SIDEWALK 12' FUTURE MULTI-USE PATH REFER TO ARCHITECTURAL PLANS FOR FENCING L O T 1 6 ( B R O A D M O O R P R O P E R T I E S , L L C ) LOT 20 (BROADMOOR PROPERTIES, LLC) LOT 19 (BROADMOOR PROPERTIES, LLC) LOT 34 (PASCO PUBLIC FACILITIES DISTRICT) 100' EXTG 100' ROW ROAD 108 TYPICAL CITY OF PASCO 6" CONCRETE CURB AND GUTTER ASPHALT 2.5" HMA, 2" CSTC, 6" CSBC CONCRETE SIDEWALK 4" CONCRETE, 4" CSBC GARBAGE ENCLOSURE REFER TO ARCHITECTURAL PLANS FOR POOL DECK ASPHALT 2.5" HMA, 2" CSTC, 6" CSBC FIRE LANE ASPHALT 2.5" HMA, 2" CSTC, 6" CSBC FIRELANE CONCRETE SIDEWALK 6" CONCRETE, 6" CSBC 11 3 . 5 ' 239.0 8 ' 30 ' 9' 50.9' 30' 9' 9' 9' R4 . 5 ' R5' R 4 0 ' R5 0 ' 3 0 . 5 ' D R I V E W A Y 14.7' 15.2' 30' 31.1' ~LS~~LS~ ~LS~ ~LS~ 12 ' 13 2 . 3 5 ' POOL OUTDOOR AQUATIC CENTER LEGEND: ASPHALT - 80,960 SF CONCRETE - 35,570 SF REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 1 1 0 . d w g L a y o u t T a b : C- 1 1 0 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 1 : 1 4 : 0 7 P M RSO JLM C-110 SITE PLAN DD Scale 1" = 0 30 60 30' 15 9' S I D E W A L K CONSTRUCTION OF DRIVEWAY ENTRANCE OFF ROAD 108 SHALL TAKE PLACE WITH CITY ROADWAY CONSTRUCTION CONSTRUCTION OF DRIVEWAY ENTRANCE OFF ROAD 108 SHALL TAKE PLACE WITH CITY ROADWAY CONSTRUCTION DEDICATION OF RIGHT OF WAY REQUIRED FOR CONSTRUCTION OF ROAD 108 IMPROVEMENTS FUTURE LOT 21 (10.74 AC) RO A D 1 0 8 425 430 435 440 445 450 4 5 5 46 0 424 426 427 428 429 431 432 433 434 436 437 438 439 441 442 443 444 44 6 4 4 7 448 449 451 4 5 2 45 3 45 4 4 5 6 4 5 7 4 5 8 4 5 9 455 454 445 45 0 446 447 448 449 4 3 3 430 435 440 445 435 432 433 434 436 437 4 3 5 4 4 0 4 4 5 44 5 4 4 5 4 5 0 4 3 6 4 3 7 4 3 8 4 3 9 4 4 1 4 4 2 4 4 3 4 4 4 4 4 6 4 4 7 448 4 4 9 451 4 5 2 4 5 3 445 450 4 4 1 4 4 2 443 444 446 447 448 449 451 452 448 449 4 4 5 4 5 0 4 4 6 4 4 7 4 4 8 4 4 9 4 5 1 435 433 434 436 437 438 439 440 441 442 444 445 444 PARKING AQUATIC CENTER PHASE 1 FFE: 444.00 AQUATIC CENTER PHASE 2 FFE: 444.00 PHASE 1 PARKING LOT 34 13.00 AC FUTURE DEVELOPMENT OUTDOOR POOL BLDG PHASE 1 FIRE L A N E OUTDOOR AQUATIC CENTER 4 4 6 4 4 7 4 4 8 4 4 9 445 44 5 34 . 3 % 5 . 0 % 22 . 7 % 0 . 9 % 7.2 % 49 . 6 % 1 3 . 6 % PROPERTY LINE (TYP) SILT FENCE (TYP) CATCH BASIN INSERT (TYP) 440 441 442 443 444 PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) 2 : 1 446 447 448 44 5 45 0 455 460 PROPERTY LINE (TYP) 450 447 4 4 7 448 449 451 45 1 450 450450 449449 5 . 0 % 430 435 440 427 4 2 8 4 2 9 431 432 433 434 436 437 438 439 441 442 4 4 3 100' EXTG ROW 15' UTILITY EASEMENT FUTURE ROAD 108 IMPROVEMENTS GRAVEL CONSTRUCTION ENTRANCE 18 . 7 % 4 4 6 450 446447448449 451 44 3 44 3 44 4 435 440 445 44 0 4 3 7 4 3 8 4 3 9 44 1 44 2 44 3 440445 43 7 43 8 439441 442443444446447448449 2: 1 9.3% 1.7% 2 : 1 4 . 6 % 2:1 3 : 1 4:1 440 445 43 0 43 0 4 3 0 4 3 0 43 5 4 2 5 4 2 5 4 3 0 43 0 4 3 0 43 0 4 3 5 43 5 44 0 44 5 3.5% GRADING QUANTITIES CUT:32,720 CY FILL:33,330 CY MAX 2:1 SLOPE TRANSITION TO EXISTING. REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 2 0 0 . d w g L a y o u t T a b : C- 2 0 0 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 2 : 2 4 : 4 0 P M RSO JLM C-200 GRADING AND EROSION CONTROL PLAN DD Scale 1" = 0 30 60 30' 15 C EXTG 4 0 ' SEW E R EASE M E N T FUTURE (11.20 AC) FIRE TRUCK TURN-AROUND PHASE 1 PARKING AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 RO A D 1 0 8 LOT 34 13.00 AC FUTURE DEVELOPMENT OUTDOOR POOL BLDG PHASE 1 LOT 21 217' LF 8" FL 40 0 ' L F 8 " F L 291' LF 4" WL OUTDOOR AQUATIC CENTER 15' UTILITY EASEMENT STORM INFILTRATION TRENCH, TYP. CITY OF PASCO STANDARD PLANS SD-3 70 LF (12" PERF PIPE, 5'X5' TRENCH AREA) FIRE HYDRANT STORM SEWER CATCHBASIN, TYP. CITY OF PASCO STANDARD PLANS SD-2 45 LF 8" SS @ S=0.0050 SSMH-03 RIM 444.12 6" IE 438.24 IN (S) 6" IE 439.08 IN (W) 8" IE 438.04 OUT (E) 38 LF 6" SS @ S=0.0100 21 7 L F 6 " S S @ S = 0 . 0 0 5 0 234 LF 6 " S S @ S = 0 . 0 0 5 0 1 0 6 L F 6 " S S @ S = 0 . 0 0 5 0 SSMH-01 RIM 445.67 6" IE 440.90 IN (NW) 6" IE 440.70 OUT (E) SSMH-02 RIM 472.28 6" IE 439.53 IN (W) 6" IE 439.33 OUT (N) 316' LF 8 " F L 65 ' L F 8 " F L 43' LF 6" FL 25' LF 6" FL 253' LF 2" GAS 75 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 75 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 60 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 40 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 40 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 80 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 50 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 50 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 50 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 90 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 50 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 30 LF (12" PERF PIPE, 5'X5' TRENCH AREA) 24" TYPE 1 CATCH BASIN , TYP. CITY OF PASCO STANDARD PLANS SD-1 EXTG 8" IE" 436.80 1 2 3 4 120 LF 307' LF 8 " F L 2" IRR 115 LF 5 6 6 9 7 8 132 LF 4" SS @ S=0.0102 6 LF 4" SS @ S=0.0081 SSCO-01 RIM 450.11 4" IE 449.59 IN (W) 4" IE 449.59 OUT (SE) 8 6 ' L F 2 " W L 228' L F 2 " W L 14 5 ' L F 2 " W L PROPERTY LINE (TYP) EXTG 100' ROW SSMH-04 RIM 452.11 8" IE 437.81 IN (W) 8" IE 437.61 OUT (E) CONNECT TO POOL DRAIN SYSTEM EXTG FIRE HYDRANT 48" DIAMETER CONTECH CDS UNIT EXTG SAN MH DESIGN IE: 8" IE 438.80 IN (E) 8" IE 436.60 IN (W) 12" IE 436.40 IN (N) 12" IE 436.30 OUT (S) 48" DIAMETER CONTECH CDS UNITELECTRICAL VAULT DOMESTIC CONNECTION FDC CONNECTION FIRE LINE CONNECTION SANITARY (POOL CONNECTION) SANITARY WASTE CONNECTION EXTG 12" WL EXTG 12" SANITARY SEWER EXTG 12" IRR PROPERTY LINE (TYP) FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 6 24" TYPE 1 CATCH BASIN , TYP. CITY OF PASCO STANDARD PLANS SD-1 24" TYPE 1 CATCH BASIN , TYP. CITY OF PASCO STANDARD PLANS SD-1 24" TYPE 1 CATCH BASIN , TYP. CITY OF PASCO STANDARD PLANS SD-1 FDC 163 LF 8" SS @ S=0.0050 GAS CONNECTION 44' LF 8" FL 35 ' L F 6" F L 93' LF 4" FL 10 6" IE 441.43 OUT (SE) 135' LF 8" FL LANDSCAPE CONNECTION 289' LF 6" FL ELECTRICAL CONNECTION MATCH LINE - SEE SHEET C-301 KEY NOTES: 1 2" IRRIGATION METER 2" IRRIGATION BACKFLOW ASSEMBLY IRRIGATION SERVICE. CAP SERVICE CONNECTION BOX WITH ISOLATION VALVE. 2" DRY IRRIGATION LINE 6" DDCA IN VAULT TAP EXTG 12" WL 3" RPBA IN HOT BOX 3" WATER METER TAP EXTG 12" IRR CONNECT TO EXTG SANITARY STUB 2 3 4 5 6 7 8 9 10 REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY DIGITALLY SIGNED 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 3 0 0 . d w g L a y o u t T a b : C- 3 0 0 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 2 : 2 7 : 3 9 P M RSO JLM C-300 COMPOSITE UTILITY PLAN DD Scale 1" = 0 30 60 30 15 07 18 HARRIS ROAD RO A D 1 0 8 HARR I S R O A D LOT 22 STORMWATER POND FOR SANDIFUR PWKY & ROAD 108 ROW LOT 21 LOT 22 15 ' U T I L I T Y E A S E M E N T EXTG ROW UTILITY TRENCHING FOR GAS, ELECTICAL, AND COMMUNICATION 100' EXTG RW 15' UTILITY EASEMENT ELECTRICAL CONNECT TO EXTG POLE GAS CONNECTION MATCH LINE - SEE SHEET C-300 REVISIONS DE S I G N D E V E L O P M E N T 66551-000 CHECKED DATE DESIGNED PBS NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 400 Bradley Blvd, Ste 106 Richland, WA 99352 509.942.1600 PBS Engineering and Environmental Inc. pbsusa.com AN APEX COMPANY PRELIMINARY DIGITALLY SIGNED 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 nacarchitecture.com F i l e n a m e : L: \ P r o j e c t s \ 6 6 0 0 0 \ 6 6 5 5 1 \ 6 6 5 5 1 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 6 6 5 5 1 - 0 0 0 _ C - 3 0 0 . d w g L a y o u t T a b : C- 3 0 1 U s e r : Am y N i c k o l a u s C A D P l o t D a t e / T i m e : 11 / 7 / 2 0 2 4 2 : 1 6 : 5 2 P M RSO JLM C-301 COMPOSITE UTILITY PLAN DD Scale 1" = 0 50 100 50' 25 AQUATIC CENTER PHASE 3 FIRE LANE NEW PARKING NEW PARKING NEW PARKING NEW PARKING NE W P A R K I N G FOOD TRUCK LANDING OUTDOOR POOL BLDG - PHASE 1 OUTDOOR POOL AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 AQUATIC CENTER PHASE 3 FUTURE DEVELOPMENT HA R R I S R O A D RE V I S I O N HA R R I S R O A D RE V I S I O N ENTRY PLAZA REVISIONS DE S I G N D E V E L O P M E N T 111-22044 CHECKED DATE DRAWN NAC NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 ã 2 0 2 4 N A C i n c nacarchitecture.com NMC TCS L-100 IRRIGATION PLAN DDNORTH 0 feet60 1" = 30' 30 90 SYMBOL DESCRIPTION QTY TURF SPRAY 3 SF DRIP 3 SF REFERENCE NOTES SCHEDULE FIRE LANE NEW PARKING NEW PARKING NEW PARKING NEW PARKING NE W P A R K I N G FOOD TRUCK LANDING OUTDOOR POOL BLDG - PHASE 1 OUTDOOR POOL AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 AQUATIC CENTER PHASE 3 FUTURE DEVELOPMENT HA R R I S R O A D RE V I S I O N HA R R I S R O A D RE V I S I O N TRASH CONTAINER 1 ENTRY PLAZA AQUATIC CENTER PHASE 3 REVISIONS DE S I G N D E V E L O P M E N T 111-22044 CHECKED DATE DRAWN NAC NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 ã 2 0 2 4 N A C i n c nacarchitecture.com NMC TCS L-200 LANDSCAPE PLAN DDNORTH 0 feet60 1" = 30' 30 90 SYMBOL DESCRIPTION PROPOESED FENCED OFF AREA FOR STORAGE UNDER SLIDES LANDSCAPE BERM - APRO; 1 ELEVATION CHANGE LAWN CRUSHED BASALT MULCH 2 TO  WASHED RIVER ROCK BASALT BOULDER - 2; 2 ; 3 REVEGETATION FOR DISTURBED LAND LANDSCAPE FORMS MILEN-AL REINFORCED CAST STONE BACKLESS BENCH ANGLED LEFT 1IN LENGTH 1IN HEIGHT BENCH BEIGE CAST STONE NEW CONCRETE 1 2 REFERENCE NOTES SCHEDULE 2 2 2 2 2 2 2 2 SYMBOL BOTANICAL  COMMON NAME TREES ACER RUBRUM ARMSTRONG  ARMSTRONG RED MAPLE AMELANCHIER ; GRANDIFLORA AUTUMN BRILLIANCE  AUTUMN BRILLIANCE APPLE SERVICEBERRY PINUS NIGRA CARNOLD SENTINELC  ARNOLD SENTINEL AUSTRIAN PINE TILIA TOMENTOSA  SILVER LINDEN SHRUBS EUONYMUS ALATUS COMPACTUS  COMPACT BURNING BUSH PINUS MUGO CPUMILIOC  DWARF MUGO PINE NATIVE SHRUB ARTEMISIA TRIDENTATA  BIG SAGEBRUSH ATRIPLE; ACANTHOCARPA  TUBERCLED SALTBUSH CORNUS SERICEA  RED TWIG DOGWOOD ERICAMERIA NAUSEOSA  RUBBER RABBITBRUSH GRAYIA SPINOSA  SPINY HOPSAGE SPIRAEA BETULIFOLIA  BIRCHLEAF SPIREA SPIRAEA DOUGLASII  WESTERN SPIREA ORNAMENTAL GRASSES CALAMAGROSTIS ; ACUTIFLORA KARL FOERSTER  KARL FOERSTER FEATHER REED GRASS DESCHAMPSIA CESPITOSA NORTHERN LIGHTS  NORTHERN LIGHTS TUFTED HAIR GRASS FESTUCA IDAHOENSIS  IDAHO FESCUE PANICUM VIRGATUM HEAVY METAL  HEAVY METAL SWITCH GRASS PLANT SCHEDULE FIRE LANE NEW PARKING NEW PARKING NEW PARKING NEW PARKING NE W P A R K I N G FOOD TRUCK LANDING OUTDOOR POOL BLDG - PHASE 1 OUTDOOR POOL AQUATIC CENTER PHASE 1 AQUATIC CENTER PHASE 2 AQUATIC CENTER PHASE 3 FUTURE DEVELOPMENT HA R R I S R O A D RE V I S I O N HA R R I S R O A D RE V I S I O N TRASH CONTAINER 1 ENTRY PLAZA REVISIONS DE S I G N D E V E L O P M E N T 111-22044 CHECKED DATE DRAWN NAC NO 11-8-2024 LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 PA S C O A Q U A T I C S F A C I L I T Y PA S C O P U B L I C F A C I L I T I E S D I S T R I C T 1203 WEST RIVERSIDE AVENUE SPOKANE WA 99201 P:509.838.8240 ã 2 0 2 4 N A C i n c nacarchitecture.com NMC TCS L-300 MATERIALS PLAN DDNORTH 0 feet60 1" = 30' 30 90 SYMBOL DESCRIPTION PROPOESED FENCED OFF AREA FOR STORAGE UNDER SLIDES LANDSCAPE BERM - APRO; 1 ELEVATION CHANGE PROPOSED POCKET PARK PATIO SPACE LAWN CRUSHED BASALT MULCH 2 TO  WASHED RIVER ROCK BASALT BOULDER - 2; 2 ; 3 REVEGETATION FOR DISTURBED LAND LANDSCAPE FORMS MILEN-AL REINFORCED CAST STONE BACKLESS BENCH ANGLED LEFT 1IN LENGTH 1IN HEIGHT BENCH BEIGE CAST STONE NEW CONCRETE 1 2 3 REFERENCE NOTES SCHEDULE 2 2 2 2 2 2 2 2 3 3 000 000 ROOM NAME 12345 12 3 A SEE A3.1 1 BA * 1 R123A 1 1 GRID LINE RELITE IDENTIFICATION WINDOW TYPE LOUVER TYPE MATCH LINE Shaded area is side considered DETAIL Upper mark denotes drawing number Lower mark denotes sheet PARTIAL BUILDING SECTION BUILDING CROSS SECTION CODED NOTE WORK POINT, DATUM POINT, CONTROL POINT ROOM IDENTIFICATION EQUIPMENT IDENTIFICATION WALL TYPE REVISION BREAK LINE Material to continue 1A 1B 1C 1D A7.01 INTERIOR ELEVATION Elevation number denoted in arrow Sheet number denoted in box CENTER LINE, GRID LINES DASHED LINE Used to denote items hidden, overhead, not in contract (NIC), or to be removed PROPERTY LINE EXISTING CONTOUR, DISTURBED 2075 2075 NEW CONTOUR 2075 EXISTING CONTOUR, UNCHANGED 16.2 NEW FINISH GRADE 12.5 EXISTING GRADE TOP OF FOOTINGTF 12.4 TOP OF WALLTW 17.33 TOP OF CURBTC 12.42 TOP OF PAVEMENTTP 11.92 DOOR IDENTIFICATION ARCHITECTURAL SYMBOLS A5.1 1 123456 A A5.1 A A5.1 A A5.1 1 A5.1 CW-99 DETAIL INDICATIONS ASPHALT CONCRETE PAVING BRICK ROOFING CONCRETE PRECAST CONCRETE CONCRETE MASONRY UNIT EARTH / FINISH GRADE GLASS GRAVEL GYPSUM BOARD INSULATION, BATT INSULATION, RIGID MORTAR, PLASTER, SAND PLYWOOD WOOD, FINISH WOOD FRAMING Continuous member WOOD FRAMING Interrupted member ACOUSTIC TILE OR BOARD MDF ARCHITECTURAL MATERIALS PLAN INDICATIONS STUD WALL BRICK CONCRETE MASONRY UNIT CONCRETE 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:03:25 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A0.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ARCHITECTURAL SYMBOLS AND ABBREVIATIONS ABBREVIATIONS ANGLE CENTERLINE #POUND OR NUMBER &AND @ AT °DEGREE ±PLUS / MINUS Ø DIAMETER A/C AIR CONDITIONING AB ANCHOR BOLT AC ASPHALT CONCRETE ACM ALUMINUM COMPOSITE PANEL ACOUS ACOUSTICAL AD AREA DRAIN ADDL ADDITIONAL ADJ ADJUSTABLE ADJT ADJACENT AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AJ ACCENT JOINT AL ALUMINUM ALT ALTERNATE ANC ANCHOR(AGE) ANOD ANODIZED APC ACOUSTICAL PANEL CEILING APF ACOUSTICAL PANEL FABRIC APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL ASB ASBESTOS ASPH ASPHALT AUTO AUTOMATIC AWP ACOUSTICAL WALL PANEL BD BOARD BET BETWEEN BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOF BOTTOM OF FRAME BOM BOTTOM OF MASONRY BOTT BOTTOM BRG BEARING BSMT BASEMENT BUR BUILT UP ROOF C COURSES CAB CABINET CB CATCH BASIN, CHALKBOARD CC CUBICLE CURTAIN & TRACK CEM CEMENT CER CERAMIC CFB CEMENT FIBER BOARD CG CORNER GUARD CI CAST IRON CIP CAST-IN-PLACE CONCRETE CJ CONTROL JOINT CL CHAIN LINK CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR, COLOR CMU CONCRETE MASONRY UNIT CNR CORNER CNTR COUNTER CO CLEANOUT COL COLUMN COMBO COMBINATION TPD, SNR, & SCD COMP COMPOSITION, COMPOSITE CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CORR CORRIDOR CPT CARPET CRTN CURTAIN CT CERAMIC TILE CTR CENTER CW CURTAIN WALL CWP COMPOSITE WALL PANEL q‚‚ ABBREVIATIONS D DEEP, DEPTH DBL DOUBLE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPOSAL DIV DIVISION DN DOWN DP DAMPPROOF(ING) DR DOOR DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING DWR DRAWER E EAST EA EACH EHD ELECTRIC HAND/ HAIR DRYER EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EM ENTRY MAT EMB ENAMELIZED MARKING BOARD EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANELBOARD, EPOXY PAINT EPT EPOXY PAINT EQ EQUAL EQUIP EQUIPMENT EW EYEWASH EWC ELECTRIC WATER COOLER EXC EXCAVATE EXH EXHAUST EXIST EXISTING EXP EXPOSED, EXPANSION EXT EXTERIOR F FILE (DRAWER) FA FIRE ALARM FAB FABRICATE FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET (RECESSED) FEC-S FIRE EXTINGUISHER CABINET (SEMI-RECESSED) FF FACTORY FINISHED FFL FINISHED FLOOR LINE FHC FIRE HOSE CABINET FIN FINISH FLASH FLASHING FLR FLOOR, FLOORING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FOSH FACE OF SHEATHING FP FIREPROOF FR FIRE RESISTANT FRMG FRAMING FRP FIBER REINFORCED PLASTIC FRTW FIRE RETARDANT TREATED WOOD FS FLOOR SINK FSS FOLDING SHOWER SEAT FT FOOT, FEET FTG FOOTING FURR FURRING FUT FUTURE FWC FABRIC WALL COVERING ABBREVIATIONS GA GAUGE GALV GALVANIZED GB GRAB BAR GEN GENERAL GI GALVANIZED IRON GL GLASS GLB GLUE LAMINATED BEAM GLZ GLAZING GMU GLAZED MASONRY UNIT GND GROUND GR GRADE GYP GYPSUM BOARD (SCHEDULES ONLY) GYP BD GYPSUM BOARD H HIGH HB HOSE BIB HC HOLLOW CORE, HANDICAP (ACCESSIBLE) HD HEAD HDW HARDWARE HDWD HARDWOOD HORIZ HORIZONTAL HS HAND SANITIZER HSS HOLLOW STEEL SECTION HT HEIGHT HTG HEATING HVAC HEATING/ VENTILATING/ AIR CONDITIONING HWH(T)HOT WATER HEATER (TANK) I/S INSIDE ID INSIDE DIAMETER (DIM) INCL INCLUDE INFO INFORMATION INSUL INSULATION INT INTERIOR INTERCOM INTERCOMMUNICATION IRD IMPACT RESISTANT DOOR JAN JANITOR JST JOIST JT JOINT KIT KITCHEN L LENGTH, LONG LAB LABORATORY LAM LAMINATE LAV LAVATORY LIN LINOLEUM LKR LOCKER LMS LIQUID MARKING SURFACE LT LIGHT, LEFT LV LOUVER MACH MACHINE MAP MUSIC ACOUSTICAL PANEL MATL MATERIAL MAX MAXIMUM MB MARKING BOARD MBR MEMBER MC MEDICINE CABINET MCM METAL COMPOSITE PANEL MCSP MINERAL COMPOSITE SCULPTURAL PANEL MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE, MOP HOLDER MIN MINIMUM MIR MIRROR MIR-S MIRROR W/ SHELF MISC MISCELLANEOUS MO MASONRY OPENING MT(D)MOUNT(ED) MTL METAL MUL MULLION ABBREVIATIONS N NORTH NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O/S OUTSIDE OA OVERALL OBS OBSCURE OC ON CENTER OCC OCCUPANT, OCCUPANCY OD OUTSIDE DIAMETER (DIM) OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED OH OVERHEAD OHD OVERHEAD DOOR OPNG OPENING OPP OPPOSITE ORIG ORIGINAL PAR PARALLEL PB PEG BOARD PC PRECAST PCC PORTLAND CEMENT CONCRETE PCD PAPER CUP DISPENSER PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLUMB PLUMBING PLYWD PLYWOOD PNL PANEL POL POLISHED POS POSITIVE PR PAIR PREFAB PREFABRICATE(D) PREFIN PREFINISH(ED) PROJ PROJECT PS PROJECTION SCREEN PT POINT, PAINT PTD PAPER TOWEL DISPENSER PTDR COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVMT PAVEMENT PWP PLASTIC WALL PROTECTION QT QUARRY TILE R RISER, RADIUS R&S CLOSET ROD & SHELF RAF RESILIENT ATHLETIC FLOORING RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RDO ROOF DRAIN, OVERFLOW REBAR REINFORCING BAR RECD RECEIVED REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCE(D)(ING) REQD REQUIRED RESIL RESILIENT RF ROOF RFT RESILIENT FLOORING TILE RH ROBE HOOK RM ROOM RO ROUGH OPENING RSD RECESSED SOAP DISPENSER RSS RUBBER STAIR STRINGER RSTR RUBBER STAIR TREAD / RISER RT RIGHT, RUBBER TILE RWL RAIN WATER LEADER ABBREVIATIONS S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SDG SIDING SECT SECTION SHR SHOWER SHT SHEET SHTG SHEETING / SHEATHING SIM SIMILAR SLD SOLID SURFACE SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SSK SERVICE SINK STD STANDARD STL STEEL STN STAIN STOR STORAGE STRFT STOREFRONT STRUCT STRUCTURAL SUB SUBSTITUTE SUSP SUSPENDED SV SHEET VINYL SWC SANITARY WALL COVERING SYM SYMMETRICAL SYS SYSTEM T TREAD, TEE TB TOWEL BAR, TACK BOARD TC TOP OF CURB TEL TELEPHONE TEMP TEMPORARY TERR TERRAZZO TF TOP OF FOOTING THK THICK THRU THROUGH TOF TOP OF FRAME TOM TOP OF MASONRY TP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TR TOWEL RACK TS TUBE STEEL TV TELEVISION TVB TELEVISION BRACKET TW TOP OF WALL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UPT UNGLAZED PORCELAIN TILE UR URINAL USK UTILITY SINK VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VENT VENTILATE VER VERIFY VERT VERTICAL VEST VESTIBULE VOL VOLUME VRB VENTILATING RUBBER BASE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WEST, WIDE, WIDTH W/WITH W/D WASHER/DRYER W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WFAP WOOD FIBER ACOUSTICAL PANEL WH WALL HUNG WP WATERPROOF, WALL PADS WPTL WOOD PRESERVATIVE TREATED LUMBER WR WATER REPELLENT WS WEATHER STRIPPING WSCT WAINSCOT WT WEIGHT WTR WATER WWF WELDED WIRE FABRIC BIKE RA C K S DR O P - O F F / L O A D I N G Z O N E 57 STALLS 83 STALLS 140 TOTAL PARKING STALLS AQUATIC CENTER PHASE 2 AQUATIC CENTER PHASE 1 OUTDOOR POOL BUILDING PHASE 1 OUTDOOR POOL FIRE LA N E ME C H FOOD T R U C K LANDIN G TR A S H 1. 2. NOTE 1. NOTE 2. SITE GENERAL NOTES 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:04:22 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 SHN A1.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y SITE PLAN N Scale: 1" = 30'-0" SITE PLAN DN EXTERIOR WALL SUBSTRATE MATERIALS • • • • • • 21 WEATHER BARRIER 1 1/2" RIGID INSULATION 8" METAL STUD PER STRUCTURAL R-25 BATT INSULATION VAPOR BARRIER 22 WEATHER BARRIER 1/2" PLYWOOD 8" METAL STUD PER STRUCTURAL R-25 BATT INSULATION VAPOR BARRIER 23 10" INSULATED PRECAST CONCRETE SANDWICH PANEL 3" PRECAST CONCRETE WYTHE, EXTERIOR 4" XPS RIGID INSULATION 3" PRECAST CONCRETE WYTHE, INTERIOR 24 18" RAMMED EARTH WALL WITH X" INTEGRAL RIGID INSULATION LAYER 25 MEMBRANE ROOFING 5/8" PLYWOOD 2" RIGID INSULATION 8" METAL STUD PER STRUCTURAL 26 12" INSULATED PRECAST CONCRETE SANDWICH PANEL 4" PRECAST CONCRETE WYTHE, EXTERIOR 4" XPS RIGID INSULATION 4" PRECAST CONCRETE WYTHE, INTERIOR 30 MEMBRANE ROOFING 5/8" PLYWOOD 2" RIGID INSULATION 8" CMU EXTERIOR WALL FINISH MATERIALS N MCM PANEL O 1-1/2" FORMED METAL PANEL INTERIOR WALL SUBSTRATE MATERIALS 1 3 5/8" METAL STUD 2 6" METAL STUD 3 8" METAL STUD (8005125-43) 6 6" CMU 8 8" CMU 9 12" RAMMED EARTH INTERIOR WALL SHEATHING MATERIALS A 5/8" GYPSUM BOARD B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS C 5/8" GYPSUM BOARD, 3 5/8" METAL STUD FURRING, UCR 201 UCR 202 UCR 203 LIFEGUARD RM 200 CONCESSIONS 204 STORAGE 205 POOL MECH & ELEC 206 CHEM 208 CHEM 207 36 ' - 0 " 8" 79'-0" 21 21 22 22 AAAA BBBB A7.025CK A4.22 K A4.22 L A4.22 L A4.22 M A4.22 M A4.22 20 4 A 20 6 A 20 6 B 20 5 20 7 20 8 20 4 B S204 201 202 203 5B PUMP PIT 003 SEE 2/A6.01 20 0 23 23 23 23 8 8 8 N 8 6 6 8 8 8 8 8 N A7.04 1E 1 C A A4.20 E A4.21 E A4.21 D 26 ' - 4 " 32'-6 9/32" SLIDE TOWER PLATFORM 300 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS, DIMENSIONS, SPECIFICATIONS AND SCHEDULES PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTY OR DISCREPANCY. DRAWINGS SHALL NOT BE SCALED. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +3/8" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -3/8" FOR OUTSIDE DIMENSIONS. WHERE NOTES ON THE DRAWINGS INDICATE A CONDITION AT ONE LOCATION, WHETHER INDICATED AS TYPICAL OR NOT, THE NOTE SHALL APPLY TO ALL SIMILAR LOCATIONS UNO. SEE SHEET A0.01 FOR SYMBOLS, & ABBREVIATIONS, ETC. SEE REFLECTED CEILING PLAN SHEET A9.01 DIMENSIONS ARE TYPICALLY TAKEN TO GRID LINE, CENTERLINE OF STUD WALL OR STRUCTURAL COLUMN @ FRAMED WALLS, UNLESS NOTED OTHERWISE OR INDICATED ON DETAILS. REFER TO ENLARGED PLANS FOR DIMENSIONS & NOTES. SEE ALSO DOOR/ RELITE SCHEDULE AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. REFER TO LANDSCAPE AND CIVIL PLANS FOR INFORMATION OUTSIDE THE BUILDING, INCLUDING WALKS, DRIVES, CURBS, ETC. REFER TO THE APPROPRIATE PLAN SHEET FOR ACCURATE DRAWING INFORMATION. FINISH FLOORING TO EXTEND TO WALLS BELOW ALL CASEWORK NOT PERMANENTLY ATTACHED TO THE FLOOR UNLESS NOTED OTHERWISE. PROVIDE SOLID BLOCKING AT ALL CASEWORK AT TOP AND BOTTOM OF UPPERS AND AT TOP OF COUNTERS AND LOWER CABINETS. ALSO PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED/ SUPPORTED ITEMS INCLUDING TV BRACKETS, SHELVES, MARKER BOARDS, ETC. PROVIDE HANDRAILS ON BOTH SIDES OF ALL INTERIOR RAMPS & STAIRS INDICATED ON PLANS UNLESS NOTED OTHERWISE. HANDRAILS TO BE INSTALLED AS SHOW ON DETAILS IN #&#/A6.XX. GENERAL NOTES WALL ASSEMBLIES WALL FLAG KEY: NUMBER INDICATES SUBSTRATE LETTERS INDICATE SHEATHING TYPE SIDE OF WALL AFFECTED * (ASTERISK) INDICATES PARTIAL HEIGHT WALL +3'-6" AFF UNO ON INT ELEVATIONS + (PLUS SIGN) INDICATES ACOUSTICAL INSULATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. TYPICAL INTERIOR WALL ASSEMBLY IS TYPE A/1/A AND TYPICAL EXTERIOR WALL ASSEMBLY IS 23 UNLESS SHOWN OTHERWISE. THE TYPICAL INTERIOR AND EXTERIOR WALL ASSEMBLIES ARE NOT FLAGGED EXCEPT FOR CLARITY. ALL NON-TYPICAL ASSEMBLIES ARE CALLED OUT. A WALL ASSEMBLY CONTINUES THE FULL ROOM LENGTH, INCLUDING ANY JOGS, ANGLES, RECESSES, OR STUB WALLS FOR THE SIDE OF THE WALL UPON WHICH THE FLAG OCCURS. WHERE DIFFERENT STUD SIZES OCCUR ALONG A CORRIDOR WALL, IT IS INTENDED THAT THE CORRIDOR SIDE FINISHES ALIGN. ALL INTERIOR STUD FRAMING AND FURRING IS 16" OC UNO. SEE SHEET G2.01 FOR FIRE RATING CLASSIFICATIONS OF WALLS. EXTEND FRAMING, INSULATION, & SHEATHING COMPONENTS TO BOTTOM OF DECK ABOVE UNO. REFER TO DETAILS, STRUCTURAL DRAWINGS AND NOTES FOR PROPER INSTALLATION OF MATERIALS LISTED IN WALL ASSEMBLIES, INCLUDING INFILL CONNECTIONS AND CONNECTIONS TO FOUNDATION AND DECK. ALL GYPSUM BOARD TO BE TYPE "X" UNO. ALL GYPSUM BOARD IN "WET" ROOM WALLS (TOILET ROOMS, CUSTODIAL ROOMS) TO BE WATER RESISTANT TYPE EXCEPT AS NOTED. DO NOT USE WATER RESISTANT GYPSUM BOARD ON CEILINGS. WALLS BEHIND CERAMIC TILE FINISH TO RECEIVE CEMENT BACKER BOARD. ALL GYPSUM BOARD SURFACES TO BE PREPARED FOR PAINT GRADE FINISH UNO. FOR FINISHES, REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS. WALL ASSEMBLY TAGS DESCRIBE MAJOR EXTENT OF EXTERIOR WALL ASSEMBLY, SEE ELEVATIONS AND DETAILS FOR TRANSITIONS IN, AND LOCATIONS OF, CHANGES IN EXTERIOR WALL ASSEMBLIES. ON EXTERIOR WALLS, SEE ELEVATIONS FOR LOCATION OF TRANSITION OF EXTERIOR CLADDING. WALL ASSEMBLY REFLECTS GENERAL WALL CONDITION, DETAILS & ELEVATIONS WILL INDICATE CHANGES. 1 BA * 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:04:29 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 A3.00 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL ASSEMBLIES / OUTBUILDING & SLIDE TOWER FLOOR PLANS N 1/8" = 1'-0"1 OUTBUILDING FLOOR PLAN N 1/8" = 1'-0"2 SLIDE TOWER PLAN CODED NOTES - FLOOR PLAN UP DN AA 1 1 2 2 4 4 5 5 6 6 3 3 BB CC EE H H JJ KK LL A7.02 3AA7.02 3B A7.012B A7.022B A7.02 2A A7.02 1D1E 1C A7.02 3D A7.02 5A A7.024D 4C 4B A A4.20 A A4.20 B A4.20 C A4.20 C A4.20 D A4.21 D A4.21 E A4.21 F A4.21 F A4.21 G A4.21 G A4.21 J A4.22 J A4.22 A7.03 5A5B 2A A7.03 2A A7.03 4A 4B A7.02 1B 1A A7.03 5D A7.01 1C A7.033A DD FF GG A7.03 1A LOBBY/LOUNGE 100 GRAB & GO CONCESSIONS 100A VEST V100 MANAGER 101C ADMIN 101B RECEP 101A MOTHER'S RM 104 TLT 106 PARTY / BOARD ROOM 102 TLT 108 STORAGE 103 TELE 105 PARTY ROOM 107 PARTY ROOM 109 STOR 110 LIFEGUARD RM 112 UCR 117 UCR 116 UCR 115 UCR 114 HALL C101 POOL EQUIPMENT 129 CHEM 129A CHEM 129B MECHANICAL 129C ELEC 129D MAINSTREET C100 LOCKER AREA 133 UCR 119 UCR 118 UCR 121 UCR 120 UCR 123 UCR 122 UCR 125 UCR 124 UCR 127 UCR 126 LOCKER AREA 132 HALL C102 CHANGING ROOMS 131 STOR/CUST 130 VEST V101 NATATORIUM 134 V1 0 0 A V100B 10 1 C 10 1 A 101B 103 105 107A 107B 109B109A 129A 129C 12 9 A A 129BA 12 9 C A 12 9 D A 129B V1 0 1 B V1 0 1 A 129DB 13 0 126127 125 124 122123 121 120 118119 C101 C102 113 110A 112 108 106 104 10 2 11 4 11 5 11 6 11 7 F102 134D 134E 134F 100 13 4 A 13 4 B LIFEGUARD LOCKERS 113 R101A A7.04 2B 2A 3A A7.035C A7.02 4A ICE REF 4C A6.01 3 26 26 23 23C 24 23C 23 24 26 26 24 1 A PUMP PIT 001 SEE 1/A6.01 2 BB 8 8 8 8 8 8 8 8 8 8 88 8 8 88 6 6 66 8 8 8 8 2 BB 23 N N N 2 B B 2 B 1 A 2 B2B A 1 A 8 1 A 1 A 9 2 A B 2 BB2B B 2B A 2 A B 2 B A 2 BA F107 2 B B 2 BB1A A 1 A A 2 BB 2B B 1 B 1 B 2 B 2 AB 2 B B 2 AB 1 B 3 B 3 B B 2 BA 2 B B 1 B 2 BB 88 8 6 8 6 6 666 A7.01 2C A7.01 3A A7.01 3E A7.01 4A A7.02 3C W/D MB 4 CO P I E R , OF O I MB4MB4 MB4 MB4 SD PTD 30'-4"17'-4"13'-0"35'-4" 112'-4"96'-0" 18 ' - 3 " 17 ' - 7 " 31 ' - 1 " 11 " 33 ' - 0 " 19 ' - 1 " 12 ' - 1 " 26 ' - 4 " 22 ' - 4 " 12 ' - 3 1 / 2 " SEE SITE PLAN FOR MECH YARD SCREEN 208'-4" 35 ' - 1 0 " 12 2 ' - 6 " 34 ' - 7 1 / 2 " 19 2 ' - 1 1 1 / 2 " SUIT SPINNER SUIT SPINNER ? TYP CELL PHONE LOCKERS LO C K E R S LO C K E R S BENCHES, TYP 11 0 B FURNITURE, OFOI, TYP TD, TYP FD BENCH, TYP METAL GRATE EXTERIOR WALL SUBSTRATE MATERIALS • • • • • • 21 WEATHER BARRIER 1 1/2" RIGID INSULATION 8" METAL STUD PER STRUCTURAL R-25 BATT INSULATION VAPOR BARRIER 22 WEATHER BARRIER 1/2" PLYWOOD 8" METAL STUD PER STRUCTURAL R-25 BATT INSULATION VAPOR BARRIER 23 10" INSULATED PRECAST CONCRETE SANDWICH PANEL 3" PRECAST CONCRETE WYTHE, EXTERIOR 4" XPS RIGID INSULATION 3" PRECAST CONCRETE WYTHE, INTERIOR 24 18" RAMMED EARTH WALL WITH X" INTEGRAL RIGID INSULATION LAYER 25 MEMBRANE ROOFING 5/8" PLYWOOD 2" RIGID INSULATION 8" METAL STUD PER STRUCTURAL 26 12" INSULATED PRECAST CONCRETE SANDWICH PANEL 4" PRECAST CONCRETE WYTHE, EXTERIOR 4" XPS RIGID INSULATION 4" PRECAST CONCRETE WYTHE, INTERIOR 30 MEMBRANE ROOFING 5/8" PLYWOOD 2" RIGID INSULATION 8" CMU EXTERIOR WALL FINISH MATERIALS N MCM PANEL O 1-1/2" FORMED METAL PANEL INTERIOR WALL SUBSTRATE MATERIALS 1 3 5/8" METAL STUD 2 6" METAL STUD 3 8" METAL STUD (8005125-43) 6 6" CMU 8 8" CMU 9 12" RAMMED EARTH INTERIOR WALL SHEATHING MATERIALS A 5/8" GYPSUM BOARD B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS C 5/8" GYPSUM BOARD, 3 5/8" METAL STUD FURRING, 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:05:12 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A3.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FLOOR PLAN TRUE NORTH PLAN NORTH Scale: 1/8" = 1'-0" FLOOR PLAN CODED NOTES - FLOOR PLAN SEE SHEET A3.00 FOR GENERAL PROJECT NOTES AND GENERAL WALL ASSEMBLIES NOTES DO O R HA R D W A R E T Y P 1' - 0 " 1' - 0 " LOUVERS WHERE OCCUR, SEE CODED NOTES q A B C D E F G H 39 " 10 1 / 2 " 8" 43 " 10 " 8"10"4"10" 10 " 43 " 43 " 10 " 10"10" 44 1 / 2 " 10 1 / 4 " 6 3 / 4 " 5"5"5"5" 6" 10 " 8"12" 8" 41 " 17 " 5" ACRYLIC ROOM SIGN F-1 F-2 F-3 WIDTH LEAF A SC H E D U L E , T Y P SE E D O O R WIDTH LEAF A WIDTH LEAF B 4" 1'-10" 3' - 4 " F-4 SC H E D U L E , T Y P SE E D O O R (1 0 ' - 0 " @ F - 4 A ) 9' - 0 " F-4A FLOOR LINE SC H E D U L E , T Y P PE R R E L I T E SCHEDULE, TYP PER RELITE 7' - 0 " T Y P , U N O F-21 F-22 F-23 F-24 EQEQ EQEQEQ EQEQEQEQ HOOD J L UN O DO O R H E I G H T DO O R H E I G H T T Y P SPECIAL DOOR TYPES Scale: 1/4" = 1'-0" FOLDING WALL TYPES Scale: 1/4" = 1'-0" K DO O R H E I G H T T Y P AL ALUMINUM BOF BOTTOM OF FRAME FF FACTORY FINISH GL GLASS H HINGE (JAMB) HR HOUR MFR MANUFACTURER PLAM PLASTIC LAMINATE PR PAIR OF DOORS PT PAINT S STRIKE (JAMB) SS STAINLESS STEEL STL STEEL STN STAIN & VARNISH TOF TOP OF FRAME WD WOOD ABBREVIATIONS 1. 2. 3. 4. 5. 6. 7. 8. ALL DOORS TO BE 1 3/4" THICK, UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ALL DOOR, RELITE, SIDELITE AND TRANSOM GLAZING TYPES. SEE SHEET AX.XX FOR INTERIOR STEEL FRAME DOOR AND RELITE DETAILS. SEE SHEET AX.XX AND AX.XX FOR SPECIALTY DOOR DETAILS, UNLESS NOTED OTHERWISE. LABEL COLUMN NUMBERS INDICATES THE RATING IN MINUTES, UNLESS NOTED OTHERWISE. GLAZING DIMENSIONS FOR DOOR TYPES ARE TO INSIDE OF FRAME (CLEAR GLAZING AREA). ACTUAL CUTOUT AND TOTAL FRAME WILL BE SLIGHTLY LARGER. RELITE GLAZING AND STOP TO OCCUR ON CORRIDOR SIDE OF FRAME, UNLESS NOTED OTHERWISE. ALL DOOR HANDLES TO BE LEVER TYPE COMPLYING WITH ADA. ALL RELITE GLAZING AND LITES IN DOORS TO BE TEMPERED GLASS. GENERAL DOOR & RELITE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. DOOR OR WINDOW SEALED TO PREVENT PASSAGE OF SMOKE. TOTAL DOOR - VERIFY & FIT DOOR TO EXACT CORRIDOR WIDTH PRIOR TO DOOR/ FRAME FABRICATION. PADDING FULL WIDTH & HEIGHT (EXCEPT AREA OF LITE) OF ROOM ### FACE OF DOOR, SEE FINISH SCHEDULE FOR COORD WITH WALL PADDING. SCHEDULED DOOR WIDTH IS NOMINAL. EXACT DOOR WIDTH TO BE VERIFIED BASED ON ACTUAL MASONRY OPENING. POWER ASSISTED DOOR OPERATOR. PROVIDE LOUVERS IN DOOR. 4" HEAD FRAME. PROVIDE FRAME TYPE F-1 WITH NO RABBET, AT OPENING. SINGLE RABBET FRAME. PRE-HUNG WOOD DOOR & FRAME, NO TRIM. INSULATED ACCESS PANEL. DOOR & RELITE CODED NOTES 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:05:15 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A3.10 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y DOOR & RELITE TYPES & SCHEDULES DOOR SCHEDULE DOOR NO PR DOOR LEAF A DOOR LEAF B DOOR HT DOOR FRAME DETAILS LABEL REMARKS / CODED NOTES DOOR NOTYPEMATERIALFINISHTYPEMATERIALFINISHHEADHINGE JAMB STRIKE JAMB SILL 100 3'-9 1/2"8'-0"F AL FF -AL FF -100 101A 3'-0"7'-0"A STL PT F-1 STL PT -101A 101B 3'-0"7'-0"B STL PT F-4A STL PT -101B 101C 3'-0"7'-0"A STL PT F-3 STL PT -101C 102 3'-0"7'-0"F AL FF ----102 103 PR 3'-0"3'-0"7'-0"A STL PT F-2 STL PT -103 104 3'-0"7'-0"A STL PT F-1 STL PT -104 105 3'-0"7'-0"A STL PT F-1 STL PT -105 106 3'-0"7'-0"A STL PT F-1 STL PT -106 107A 3'-0"7'-0"F AL FF -AL FF -107A 107B 3'-0"8'-0"F AL FF -AL FF -107B 108 3'-0"7'-0"A STL PT F-1 STL PT -108 109A 3'-0"7'-0"F AL FF -AL FF -109A 109B 3'-0"8'-0"F AL FF -AL FF -109B 110A 3'-0"7'-0"A STL PT F-1 STL PT -110A 110B 3'-0"7'-0"A STL PT F-1 STL PT -110B 112 3'-6"8'-0"F AL FF -AL FF -112 113 3'-0"7'-0"A STL PT F-1 STL PT -113 114 3'-0"7'-0"A STL PT F-4 STL PT -114 115 3'-0"7'-0"A STL PT F-4 STL PT -115 116 3'-0"7'-0"A STL PT F-4 STL PT -116 117 3'-0"7'-0"A STL PT F-4 STL PT -117 118 3'-0"7'-0"A STL PT F-4 STL PT -118 119 3'-0"7'-0"A STL PT F-4 STL PT -119 120 3'-0"7'-0"A STL PT F-4 STL PT -120 121 3'-0"7'-0"A STL PT F-4 STL PT -121 122 3'-0"7'-0"A STL PT F-4 STL PT -122 123 3'-0"7'-0"A STL PT F-4 STL PT -123 124 3'-0"7'-0"A STL PT F-4 STL PT -124 125 3'-0"7'-0"A STL PT F-4 STL PT -125 126 3'-0"7'-0"A STL PT F-4 STL PT -126 127 3'-0"7'-0"A STL PT F-4 STL PT -127 129A 3'-8"7'-0"A FRP FF F-1 FRP FF -129A 129AA 3'-6"7'-0"A FRP FF F-1 FRP FF -129AA 129B PR 3'-2"3'-2"7'-0"A FRP FF F-2 FRP FF -129B 129BA 3'-6"7'-0"A FRP FF F-1 FRP FF -129BA 129C PR 3'-0"3'-0"8'-0"A AL FF -AL FF -129C 129CA PR 3'-0"3'-0"7'-0"A FRP FF F-2 FRP FF -129CA 129DA 3'-0"7'-0"A FRP FF F-1 FRP FF -129DA 129DB 3'-0"7'-0"A STL PT F-1 STL PT -129DB 130 3'-0"7'-0"A STL PT F-1 STL PT -130 134A 3'-9 1/2"8'-0"F AL FF -AL FF -134A 134B PR 4'-0"4'-0"8'-0"F AL FF -AL FF -134B 134D PR 3'-10 3/4"3'-10 3/4"8'-0"F AL FF -AL FF -134D 134E PR 3'-10 3/4"3'-10 3/4"8'-0"F AL FF -AL FF -134E 134F PR 3'-10 3/4"3'-10 3/4"8'-0"F AL FF -AL FF -134F 200 3'-6"7'-0"F AL FF -AL FF -200 201 3'-0"7'-0"A STL PT F-4 STL PT -201 202 3'-0"7'-0"A STL PT F-4 STL PT -202 203 3'-0"7'-0"A STL PT F-4 STL PT -203 204A 3'-0"7'-0"A STL PT F-4 STL PT -204A 204B 3'-8"7'-0"A STL PT F-1 STL PT -204B 205 3'-6"7'-0"A STL PT F-4 STL PT -205 206A 3'-0"7'-0"A FRP FF F-4 FRP FF -206A 206B PR 3'-0"3'-0"7'-0"A FRP FF F-2 FRP FF -206B 207 3'-6"7'-0"A FRP FF F-4 FRP FF -207 208 3'-6"7'-0"A FRP FF F-4 FRP FF -208 C101 PR 3'-0"3'-0"8'-0"F AL FF -AL FF -C101 C102 PR 3'-0"3'-0"8'-0"F AL FF -AL FF -C102 V100A PR 3'-0"3'-0"7'-0"F AL FF -AL FF -V100A V100B PR 3'-0"3'-0"7'-0"F AL FF -AL FF -V100B V101A PR 3'-0"3'-0"8'-0"F AL FF -AL FF -V101A V101B PR 3'-0"3'-0"7'-0"F AL FF -AL FF -V101B Scale: 1/4" = 1'-0" DOOR TYPES Scale: 1/4" = 1'-0" FRAME TYPES - DOOR SPECIAL DOOR SCHEDULE DOOR NO DOOR LEAF A DOOR HT DOOR FRAME DETAILS LABEL REMARKS / CODED NOTES DOOR NOTYPEMATERIALFINISHMATERIALFINISHHEADHINGE JAMB STRIKE JAMB SILL S204 8'-0"6'-2"J STL FF STL FF -S204 Scale: 1/4" = 1'-0" FRAME TYPES - RELITES RELITE SCHEDULE RELITE NO WIDTH HEIGHT FRAME DETAILS LABEL REMARKS / CODED NOTESTYPEMATERIALFINISHHEADJAMBJAMBSILL R101A 5'-0"4'-0"F-21 STL PT FOLDING WALL SCHEDULE DOOR NO DOOR LEAF A DOOR HT DOOR FRAME DETAILS LABEL REMARKS / CODED NOTES DOOR NOTYPEMATERIALFINISHMATERIALFINISHHEADHINGE JAMB STRIKE JAMB SILL F102 25'-0"10'-0"L -FF -FF -F102 F107 33'-5"8'-0"K -FF ---F107 UP UP FLOOR FINISH LEGEND RFT 2.1 CT 1. 2. 3. 4. SEE FINISH KEY ON SHEET A3.30 FOR FLOORING MATERIAL AND COLOR INFORMATION. ALL FLOORING MATERIAL TRANSITION AND COLOR CHANGES SHALL BE CENTERED UNDER DOOR, UNO. HATCH PATTERNS ARE ONLY USED TO DESIGNATE MULTIPLE FLOOR MATERIALS AND/ OR COLORS USED WITHIN A ROOM. FOR ROOMS WITH ONLY ONE FLOORING TYPE SEE FINISH SCHEDULE. ALIGN ALL MATERIAL TRANSITIONS AND TILE JOINTS AS SHOWN WITHIN THE PATTERN AND RELATIVE TO ADJACENT ARCHITECTURAL ELEMENTS. SEE CODED NOTES FOR ADDITIONAL INFORMATION. FLOOR PATTERN GENERAL NOTES AA 1 1 2 2 4 4 5 5 6 6 3 3 BB CC EE HH JJ KK LL DD FF GG 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10 ' - 0 " 10 ' - 0 " AREA OF CONCRETE FLOOR W/ ACCENT SCORE LINES & CAST-IN COLORED AGGREGATE, TYP 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:05:21 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A3.20 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FLOOR PATTERN PLANS CODED NOTES - FLOOR PATTERN PLAN# N Scale: 1/8" = 1'-0" FLOOR PATTERN PLAN - LEVEL 1 ALUM ALUMINUM APC ACOUSTICAL PANEL CEILING AWP ACOUSTICAL WALL PANEL CLR COLOR CONC CONCRETE CPT CARPET CT CERAMIC TILE EM ENTRY MAT EPT EPOXY PAINT EXP EXPOSED FF FACTORY FINISHED FIN FINISH GLZ GLAZING GYP GYPSUM BOARD LN LINOLEUM MATL MATERIAL MCSP MINERAL COMPOSITE SCULPTURAL PANEL MTL METAL PT PAINT RAF RESILIENT ATHLETIC FLOORING RB RUBBER BASE RFT RESILIENT FLOORING TILE RSS RUBBER STAIR STRINGER SLR SEALER SWC SANITARY WALL COVERING SV SHEET VINYL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VRB VENTILATING RUBBER BASE VWC VINYL WALL COVERING WP WALL PADS WR WATER REPELLENT ABBREVIATIONS 1. 2. 3. 4. 5. SEE INTERIOR ELEVATIONS AND/ OR REFLECTED CEILING PLANS FOR EXTENT AND LOCATION OF ACCENT PAINT COLOR(S). SEE INTERIOR ELEVATIONS FOR EXTENT AND LOCATION OF VWC, FRP, MDF AND OTHER MATERIALS SEE FLOOR PLANS (FLOOR PATTERN PLANS) FOR FLOOR FINISH PATTERNS AND COLOR DESIGNATION. SEE _________ FOR CERAMIC TILE ACCENT PATTERN & COLOR DESIGNATION. MDF TO START ABOVE RUBBER BASE AND CONTINUE TO ALIGN WITH DOOR HEIGHT. INTERIOR FINISH CODED NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. AN ASTERISK (*) IN THE FINISH SCHEDULE REFERENCES CODED NOTES IN THE REMARKS COLUMN. AT ALL ROOMS AND/ OR CORRIDORS TURNED @ A 45 DEGREE ANGLE, THE NORTH WALL REFERENCE ON THIS FINISH SCHEDULE REFERS TO THE NORTHWEST WALL IN PLAN. ALL FLOORING/ COLOR TRANSITIONS WHERE REQUIRED SHALL BE CENTERED UNDER DOOR. PAINT ALL EXPOSED ACCESS PANELS (EXCEPT THOSE FACTORY FINISHED), ELECTRICAL PANELS, FIRE SPRINKLER PIPING, MECHANICAL GRILLES AND DIFFUSERS (EXCEPT THOSE IN LAY-IN CEILINGS), DUCTWORK, AND ELECTRICAL OR COMMUNICATIONS RACEWAYS TO MATCH ADJACENT SURFACES UNO. EXPOSED UTILITIES DO NOT NEED TO BE PAINTED IN DATA, ELECTRICAL, AND MECHANICAL ROOMS. FLOOR TILE GROUT COLOR TO BE _._. WALL TILE GROUT COLOR TO BE _._. PAINT ALL DOOR & RELITE FRAMES PAINT COLOR 6.8 UNLESS NOTED OTHERWISE. SEE SHEET A3.20 FOR FLOOR MATERIAL, FINISH, AND COLOR DESIGNATION. SEE SHEET A9.01 FOR CEILING MATERIAL, FINISH, AND COLOR DESIGNATION. ALL GYP BD CEILINGS TO BE PAINT 6.2, UNO. LOCKERS AND PARTITIONS TO BE SCRANTON SAND CASTLE. WINDOW SILLS TO BE SLD 9.3, UNO. INTERIOR FINISH GENERAL NOTES 1. 2. 3. 4. 5. A. B. ALL INTERIOR LOW PRESSURE LAMINATE TO BE ANTIQUE WHITE. ALL PVC EDGE BANDING MATCH SPECIFIED LAMINATE. SEE DETAILS FOR LOCATIONS OF SPECIALTY CASEWORK. STEEL SUPPORT BRACKETS AND CABLE TRAYS BELOW COUNTERTOP SHALL BE PAINTED TO MATCH ADJACENT BASE CABINETS. IF NO BASE CABINETS OCCUR, SUPPORT BRACKETS SHALL BE PAINTED TO MATCH COUNTERTOP PLAM. ALL WINDOW SILLS TO BE PLAM _._. ALL BASE, UPPER, AND FULL HEIGHT CABINETS TO BE PLAM 7.1, UNO. ALL COUNTERTOPS AND BACKSPLASH TO BE PLAM 9.2, UNO. ALL BASE, UPPER, AND FULL HEIGHT CABINETS TO BE PLAM 7.1, UNO. ALL COUNTERTOPS AND BACKSPLASH TO BE SLD 9.1, UNO. PLASTIC LAMINATE AND CASEWORK FINISH NOTES 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:05:23 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A3.30 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM NUMBER NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES PLAM ROOM NUMBERMATFINCLRFINCLRMATLFINCLRMATLFINCLRMATLFINCLRMATLFINCLR 001 PUMP PIT CONC ----CONC --CONC --CONC --CONC --001 002 SURGE TANK CONC ----CONC --CONC --CONC --CONC --002 003 PUMP PIT CONC ----CONC --CONC --CONC --CONC --003 004 SURGE TANK CONC ----CONC --CONC --CONC --CONC --004 100 LOBBY/LOUNGE CONC BURNISHED **CT 3.1 RE --CONC / GYP PT 6.1 GYP PT / MDF 6.1 CONC / RE PT 6.1 *1 2 3 100 100A GRAB & GO CONCESSIONS CONC BURNISHED -RB 4.1 RE / GYP FRP 5.5 *RE --RE --RE / GYP FRP 5.5 *2 B 100A 101A RECEP CONC CPT 1.2 RB 4.1 GYP VWC 5.2 GYP VWC 5.1 GYP VWC 5.2 GYP PT 6.1 A 101A 101B ADMIN CONC CPT 1.2 RB 4.1 GYP PT 6.1 GYP PT 6.1 GYP PT 6.1 GYP PT 6.1 B 101B 101C MANAGER CONC CPT 1.2 RB 4.1 GYP PT 6.1 GYP PT 6.1 GYP PT 6.1 RE --101C 102 PARTY / BOARD ROOM CONC BURNISHED **RB 4.1 GYP PT 6.1 GYP PT / VWC 6.1 / 5.3 *GYP PT / VWC 6.1 / 5.3 *CONC / GYP PT 6.1 2 3 B 102 103 STORAGE CONC SLR -RB 4.1 GYP PT / MDF 6.1 *GYP PT / MDF 6.1 *GYP PT / MDF 6.1 *GYP PT / MDF 6.1 *5 103 104 MOTHER'S RM CONC SLR -CT 3.2 GYP EPT 6.1 GYP EPT 6.1 GYP EPT 6.1 GYP CT 3.1 104 105 TELE CONC SLR -RB 4.1 GYP PT 6.1 GYP PT 6.1 GYP PT 6.1 GYP PT 6.1 105 106 TLT CONC SLR -CT 3.2 GYP EPT 6.1 GYP EPT 6.1 GYP EPT 6.1 GYP CT 3.1 106 107 PARTY ROOM CONC BURNISHED **RB 4.1 GYP PT / MDF 6.1 / 9.2 *GYP PT 6.1 ---GYP PT 6.1 2 3 B 107 108 TLT CONC SLR -RB 4.1 GYP PT 6.1 GYP PT 6.1 GYP VWC 5.4 GYP PT / CT 6.1 / 3.3 *2 B 108 109 PARTY ROOM CONC BURNISHED **RB 4.1 ---GYP PT 6.1 GYP PT / MDF 6.1 / 9.2 *GYP PT 6.1 2 3 B 109 110 STOR CONC SLR -RB 4.1 GYP PT / FRP 6.1 / 5.5 *GYP PT / FRP 6.1 / 5.5 *GYP PT / FRP 6.1 / 5.5 *GYP PT / FRP 6.1 / 5.5 *2 110 112 LIFEGUARD RM CONC SLR -RB 4.1 GYP PT 6.1 GYP PT 6.1 CMU PT 6.1 CONC PT 6.1 A 112 113 LIFEGUARD LOCKERS CONC SLR -RB 4.1 GYP PT 6.1 GYP PT 6.1 CMU PT 6.1 GYP PT 6.1 A 113 114 UCR CONC BROOM -CT 3.2 CMU CT 3.1 GYP CT 3.1 CMU EPT 6.1 CMU EPT 6.1 114 115 UCR CONC BROOM -CT 3.2 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 115 116 UCR CONC BROOM -CT 3.2 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 116 117 UCR CONC BROOM -CT 3.2 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 CMU / CONC EPT 6.1 117 118 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU CT 3.1 118 119 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 119 120 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU CT 3.1 120 121 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 121 122 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU CT 3.1 122 123 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 123 124 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU CT 3.1 124 125 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 125 126 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU CT 3.1 126 127 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CMU CT 3.1 CMU EPT 6.1 CMU EPT 6.1 127 129 POOL EQUIPMENT CONC SLR ---CMU WR -CMU / CONC WR -CMU WR -CMU WR -129 129A CHEM CONC SLR ---CMU WR -CONC WR -CMU WR -CMU WR -129A 129B CHEM CONC SLR ---CMU WR -CONC WR -CMU WR -CMU WR -129B 129C MECHANICAL CONC SLR -RB 4.1 CMU PT 6.1 CONC PT 6.1 CONC PT 6.1 GYP PT 6.1 129C 129D ELEC CONC SLR -RB 4.1 CMU PT 6.1 GYP PT 6.1 CONC PT 6.1 CMU PT 6.1 129D 130 STOR/CUST CONC SLR ---CMU PT 6.1 CMU PT 6.1 CONC PT 6.1 CMU PT 6.1 130 131 CHANGING ROOMS CONC BROOM -RB 4.1 ---CMU EPT 6.1 CONC EPT 6.5 CONC EPT 6.1 131 132 LOCKER AREA CONC BROOM **CT 3.1 CMU EPT 6.1 CMU EPT 6.1 CMU EPT 6.1 CMU EPT / MDF *1 2 3 132 133 LOCKER AREA CONC BROOM **CT 3.1 CMU EPT 6.1 CMU EPT / MDF *CMU EPT 6.1 CONC EPT 6.1 1 2 3 133 134 NATATORIUM CONC BROOM *---CONC PT *CONC PT *CONC PT *CONC PT *1 2 134 200 LIFEGUARD RM CONC SLR --CONC PT 6.1 CONC PT 6.1 CMU PT 6.1 CMU PT 6.1 A 200 201 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CONC EPT 6.1 CMU EPT 6.1 CMU EPT *201 202 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CONC EPT 6.1 CMU EPT 6.1 CMU EPT *202 203 UCR CONC BROOM -CT 3.2 CMU EPT 6.1 CONC EPT 6.1 CONC EPT 6.1 CMU EPT *203 204 CONCESSIONS CONC SLR -RB 4.1 CONC PT 6.1 CMU PT 6.1 CMU PT 6.1 CMU PT 6.1 204 205 STORAGE CONC SLR ---CMU PT 6.1 CMU PT 6.1 CONC PT 6.1 6.1 PT 6.1 205 206 POOL MECH & ELEC CONC SLR ---CONC WR -CMU WR -CMU / CONC WR -CMU / CONC WR -206 207 CHEM CONC SLR ---CMU WR -CMU WR -CONC WR -CMU WR -207 208 CHEM CONC SLR ---CMU WR -CMU WR -CONC WR -CONC WR -208 300 SLIDE TOWER PLATFORM 300 C100 MAINSTREET CONC BURNISHED **CT 3.1 ---GYP / CMU PT / MDF *---GYP / CMU PT / MDF **1 2 3 C100 C101 HALL CONC BROOM *-CT 3.1 CMU PT / MDF *---CMU PT / VWC *---1 2 C101 C102 HALL CONC BROOM -CT 3.1 CMU PT 6.1 ---CMU PT 6.1 CONC PT 6.1 C102 FR FIRE RISER CONC SLR ------CONC PT 6.1 CONC PT 6.1 ---FR V100 VEST CONC EM 1.1 RB 4.1 ---RE / GYP PT 6.1 *GYP PT 6.1 *CONC --1 2 V100 V101 VEST CONC EM 1.1 RB 4.1 ---CMU PT 6.1 ---CMU PT 6.1 V101 FINISH KEY MANUFACTURER MODEL 1.0 CARPET EM 1.1 SHAW CONTRACT CPT 1.2 SHAW CONTRACT #5T192 BATAN TILE #36530 STONE 3.0 CERAMIC TILE CT 3.1 GENERAL TLT WALLS CT 3.2 CT BASE CT 3.3 PORCELANOSA PRISMA BLANCO MATE (CT @ FRONT DESK) 4.0 RUBBER BASE & ACCESSORIES RB 4.1 JOHNSONITE #63 BURNT UMBER 5.0 WALL COVERINGS VWC 5.1 MOMENTUM CARVED IN STONE #BX5018N CALCITE (FRONT DESK) VWC 5.2 WOLF GORDON #AZ52798SS SANSHIN DAY DREAMER (ADMIN) VWC 5.3 MOMENTUM CARVED IN STONE #BX5017N GLASSINE (BOARD ROOM) VWC 5.4 MDC #W2RE05 REVEAL CREAM WHITE (ADMIN) FRP 5.5 MARLITE STANDARD SMOOTH FRP IWP 5.6 NUDO ALLURE WALL PANELS, ASSUME ALUMINUM TRIM 6.0 PAINT PT 6.1 SHERWIN WILLIAMS #SW7043 WORLDLY GRAY (GENERAL WALLS) PT 6.2 (GENERAL CLG) PT 6.3 SHERWIN WILLIAMS #SW6515 LEISURE BLUE PT 6.4 SHERWIN WILLIAMS #SW 6458 RESTFUL PT 6.5 SHERWIN WILLIAMS #SW 6661 PAPAYA PT 6.6 SHERWIN WILLIAMS #SW 6361 AUTUMNAL PT 6.7 SHERWIN WILLIAMS #SW 0040 ROYCROFT ADOBE PT 6.8 (STEEL COLUMNS AND BEAMS) 7.0 PLASTIC LAMINATE PLAM 7.1 NEVAMAR #W02600 AURORA OAK 9.0 MISCELLANEOUS SLD 9.1 CORIAN STONIQUE 9.2 3FORM 4X8 PROFILE PANEL, METRIC + CRYSTAL WHITE SLD 9.3 TBD TBD SLD 9.4 INPRO PRISM SOLID SURFACE SHOWER PAN, COLORWAY TBD 1. 2. 3. 4. 5. 6. 7. 8. LOCATION AND SPACING OF WINDOW MULLIONS, MASONRY CONTROL JOINTS AND COURSE PATTERNS, ETC, ARE TO BE AS SHOWN ON EXTERIOR ELEVATIONS. WHERE NOT DIMENSIONED OR DETAILED, WINDOW MULLIONS AND MATERIAL JOINTS ARE TO BE EQUALLY SPACED AND/ OR CENTERED/ ALIGNED W/ ADJACENT ELEMENT (MASONRY COLUMN, EDGE OR CENTER LINE OF WINDOW OR DOOR OPENING, ETC) AS SHOWN. SEE SHEET AX.X FOR ALUMINUM LOUVER TYPES AND SEE MECH FOR COORDINATION WITH DUCTWORK. REFER TO DETAILS FOR DIMENSION REFERENCE POINTS. CONTROL JOINTS EXTEND FULL HEIGHT OF MASONRY, TYP. WHERE "CJ" IS INDICATED AT INSIDE CORNERS THE JOINT SHALL PENETRATE THE MASONRY SURFACE ON WHICH THE LABEL OCCURS. SEE DETAILS FOR ADDITIONAL CJ LOCATIONS. ALL WINDOW AND LOUVER DIMENSIONS ARE FOR ROUGH OR MASONRY OPENING, UNLESS NOTED OTHERWISE. SEE PLANS FOR ADDITIONAL DIMENSION INFORMATION. 100'-0" IS THE DATUM ELEVATION AND CORRESPONDS TO THE REFERENCED FLOOR SLAB ELEVATION ___.__'. SEE CIVIL FOR FURTHER INFORMATION. EXTERIOR WALL FINISHES EXTEND FULL HEIGHT TO SOFFITS (NOT SHOWN WHERE EAVES OBSCURE VIEW). SEE BUILDING SECTIONS & DETAILS. SEE REFLECTED CEILING PLANS (RCP) FOR SHEET METAL CLAD SOFFIT COLORS. SHEET METAL CLAD FINS & VERT FACE OF SOFFIT TO MATCH COLOR OF ASSOCIATED SOFFIT AS NOTED ON RCP. EXTERIOR ELEVATION GENERAL NOTES LEVEL 1 100'-0" LEVEL 1 100'-0" SLIDE TOWER 129'-11" PHENOLIC PANEL SOFFIT MCM PANEL SOFFIT & FASCIA MCM PANEL SYSTEM WALL CLADDING PRECAST CONC PANEL W/ FORMLINER TEXTURE, TYP PRECAST CONC PANEL W/ LIGHT SANDBLAST FINISH, TYP RAMMED EARTH WALL, TYP PC CONC FASCIA PC CONC CORNER LEVEL 1100'-0"LEVEL 1100'-0" SLIDE TOWER129'-11" MCM PANEL FASCIA, TYP CORRUGATED FORMED METAL PANEL MECH SCREEN WALL, TYP GLAZING WITH GRAPHIC INTERLAYER, TYP 1 2 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:06:14 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y EXTERIOR ELEVATIONS #CODED NOTES - EXT ELEV Scale: 1/8" = 1'-0"1 NORTH ELEVATION Scale: 1/8" = 1'-0"2 WEST ELEVATION N Scale: NTS KEY PLAN 1. 2. 3. 4. 5. 6. 7. 8. LOCATION AND SPACING OF WINDOW MULLIONS, MASONRY CONTROL JOINTS AND COURSE PATTERNS, ETC, ARE TO BE AS SHOWN ON EXTERIOR ELEVATIONS. WHERE NOT DIMENSIONED OR DETAILED, WINDOW MULLIONS AND MATERIAL JOINTS ARE TO BE EQUALLY SPACED AND/ OR CENTERED/ ALIGNED W/ ADJACENT ELEMENT (MASONRY COLUMN, EDGE OR CENTER LINE OF WINDOW OR DOOR OPENING, ETC) AS SHOWN. SEE SHEET AX.X FOR ALUMINUM LOUVER TYPES AND SEE MECH FOR COORDINATION WITH DUCTWORK. REFER TO DETAILS FOR DIMENSION REFERENCE POINTS. CONTROL JOINTS EXTEND FULL HEIGHT OF MASONRY, TYP. WHERE "CJ" IS INDICATED AT INSIDE CORNERS THE JOINT SHALL PENETRATE THE MASONRY SURFACE ON WHICH THE LABEL OCCURS. SEE DETAILS FOR ADDITIONAL CJ LOCATIONS. ALL WINDOW AND LOUVER DIMENSIONS ARE FOR ROUGH OR MASONRY OPENING, UNLESS NOTED OTHERWISE. SEE PLANS FOR ADDITIONAL DIMENSION INFORMATION. 100'-0" IS THE DATUM ELEVATION AND CORRESPONDS TO THE REFERENCED FLOOR SLAB ELEVATION ___.__'. SEE CIVIL FOR FURTHER INFORMATION. EXTERIOR WALL FINISHES EXTEND FULL HEIGHT TO SOFFITS (NOT SHOWN WHERE EAVES OBSCURE VIEW). SEE BUILDING SECTIONS & DETAILS. SEE REFLECTED CEILING PLANS (RCP) FOR SHEET METAL CLAD SOFFIT COLORS. SHEET METAL CLAD FINS & VERT FACE OF SOFFIT TO MATCH COLOR OF ASSOCIATED SOFFIT AS NOTED ON RCP. EXTERIOR ELEVATION GENERAL NOTES LEVEL 1 100'-0" LEVEL 1 100'-0" SLIDE TOWER 129'-11" MCM PANEL SOFFIT & FASCIA MCM PANEL SYSTEM WALL CLADDING PRECAST CONC PANEL W/ FORMLINER TEXTURE, TYP PRECAST CONC PANEL W/ LIGHT SANDBLAST FINISH, TYP CORRUGATED FORMED METAL PANEL MECH SCREEN WALL, TYP LEVEL 1100'-0"LEVEL 1100'-0" SLIDE TOWER129'-11" LEVEL 1100'-0" PHENOLIC PANEL WALL CLADDING PC CONC CORNER 3 4 5 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/11/2024 10:07:17 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y EXTERIOR ELEVATIONS #CODED NOTES - EXT ELEV Scale: 1/8" = 1'-0"3 SOUTH ELEVATION Scale: 1/8" = 1'-0"4 EAST ELEVATION Scale: 1/8" = 1'-0"5 PARTIAL EAST ELEVATION N Scale: NTS KEY PLAN LEVEL 1100'-0" PRECAST CONC PANEL W/ FORMLINER TEXTURE, TYP PRECAST CONC PANEL W/ LIGHT SANDBLAST FINISH, TYP STRUCTURAL STL CANOPY PHENOLIC PLANK OR ALUM PLANK FEATURE WALL LEVEL 1100'-0" PHENOLIC PLANK OR ALUM PLANK SCREEN WALL CELL PHONE LOCKERS LEVEL 1100'-0"LEVEL 1100'-0" 1. 2. 3. 4. 5. 6. 7. 8. LOCATION AND SPACING OF WINDOW MULLIONS, MASONRY CONTROL JOINTS AND COURSE PATTERNS, ETC, ARE TO BE AS SHOWN ON EXTERIOR ELEVATIONS. WHERE NOT DIMENSIONED OR DETAILED, WINDOW MULLIONS AND MATERIAL JOINTS ARE TO BE EQUALLY SPACED AND/ OR CENTERED/ ALIGNED W/ ADJACENT ELEMENT (MASONRY COLUMN, EDGE OR CENTER LINE OF WINDOW OR DOOR OPENING, ETC) AS SHOWN. SEE SHEET AX.X FOR ALUMINUM LOUVER TYPES AND SEE MECH FOR COORDINATION WITH DUCTWORK. REFER TO DETAILS FOR DIMENSION REFERENCE POINTS. CONTROL JOINTS EXTEND FULL HEIGHT OF MASONRY, TYP. WHERE "CJ" IS INDICATED AT INSIDE CORNERS THE JOINT SHALL PENETRATE THE MASONRY SURFACE ON WHICH THE LABEL OCCURS. SEE DETAILS FOR ADDITIONAL CJ LOCATIONS. ALL WINDOW AND LOUVER DIMENSIONS ARE FOR ROUGH OR MASONRY OPENING, UNLESS NOTED OTHERWISE. SEE PLANS FOR ADDITIONAL DIMENSION INFORMATION. 100'-0" IS THE DATUM ELEVATION AND CORRESPONDS TO THE REFERENCED FLOOR SLAB ELEVATION ___.__'. SEE CIVIL FOR FURTHER INFORMATION. EXTERIOR WALL FINISHES EXTEND FULL HEIGHT TO SOFFITS (NOT SHOWN WHERE EAVES OBSCURE VIEW). SEE BUILDING SECTIONS & DETAILS. SEE REFLECTED CEILING PLANS (RCP) FOR SHEET METAL CLAD SOFFIT COLORS. SHEET METAL CLAD FINS & VERT FACE OF SOFFIT TO MATCH COLOR OF ASSOCIATED SOFFIT AS NOTED ON RCP. EXTERIOR ELEVATION GENERAL NOTES 11 14 13 12 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:16 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.03 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y EXTERIOR ELEVATIONS - OUTBUILDING Scale: 1/8" = 1'-0"11 NORTH ELEV - OUTBUILDING Scale: 1/8" = 1'-0"12 EAST ELEV - OUTBUILDING Scale: 1/8" = 1'-0"13 SOUTH ELEV - OUTBUILDING Scale: 1/8" = 1'-0"14 WEST ELEV - OUTBUILDING #CODED NOTES - EXT ELEV N Scale: NTS KEY PLAN CW-01 18 ' - 6 " 13'-3" CW-02 18 ' - 6 " 35'-9" CW-03 18 ' - 6 " 18'-8" CW-04 12 ' - 0 " 16'-0" CW-05 12 ' - 0 " 16'-0" CW-06 SLIDE TOWER129'-11" INSULATED INFILL PANEL @ SLIDE FLUME PENETRATIONS CW-07 SLIDE TOWER129'-11" LEVEL 1100'-0" CW-09 HYDRAULIC VERTICAL LIFT WINDOW SYSTEM CW-08 12 ' - 0 " 16'-0" CURTAIN WALL / STOREFRONT NOTES 1. 2. 3. REFER TO SPECIFICATIONS FOR LOCATIONS OF LAMINATED AND TEMPERED GLASS. STOREFRONT DIMENSIONS SHOWN INDICATE ROUGH OPENING DIMENSION. ALL EXTERIOR GLAZING TO BE CERIFIED BY INDEPENDENT AGENCY FOR SOLAR HEAT GAIN COEFFICIENT AND U-VALUE. 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:18 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 MSC A4.10 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y CURTAIN WALL TYPES Scale: 1/4" = 1'-0" EXTEROR CURTAIN WALL ELEVATIONS SF-01 10 ' - 0 " 13'-0" 3'-6"6'-0"3'-6" SF-02 15 ' - 6 " 3' - 0 " 26'-6" 3' - 0 " 15 ' - 6 " 16'-11" SF-03 SF-04 10 ' - 0 " 11'-0" SF-05 10 ' - 0 " 16'-6" SF-06 7' - 0 " 3' - 0 " 8'-0" 10 ' - 0 " 3'-10" SF-07 SF-08 10 ' - 0 " 12'-0" SF-09 2' - 0 " 8' - 0 " 12'-0" SF-10 10 ' - 0 " 13'-0" SF-11 10 ' - 0 " 6'-4" CURTAIN WALL / STOREFRONT NOTES 1. 2. 3. REFER TO SPECIFICATIONS FOR LOCATIONS OF LAMINATED AND TEMPERED GLASS. STOREFRONT DIMENSIONS SHOWN INDICATE ROUGH OPENING DIMENSION. ALL EXTERIOR GLAZING TO BE CERIFIED BY INDEPENDENT AGENCY FOR SOLAR HEAT GAIN COEFFICIENT AND U-VALUE. Scale: 1/4" = 1'-0" EXTERIOR STOREFRONT ELEVATIONS 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:19 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 MSC A4.11 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y STOREFRONT & LOUVER TYPES LEVEL 1 100'-0" LEVEL 1 100'-0" 1 NATATORIUM ROOF125'-8"NATATORIUM ROOF125'-8" MECH TOD113'-0"MECH TOD113'-0" 2 4 5 63E A4.21 F A4.21 G A4.21 H A4.22 J A4.22 A4.40 1 A4.40 2 A4.40 3 A4.40 5 A4.40 6 SLIDE TOWER 129'-11" NATATORIUM 134 SLIDE TOWER PLATFORM 300 LOBBY/LOUNGE 100 RECEP 101A ADMIN 101B LEVEL 1100'-0"LEVEL 1100'-0" NATATORIUM ROOF125'-8" MECH TOD113'-0"MECH TOD113'-0" 2 4 5 63 G A4.21 H A4.22 J A4.22 A4.41 1 A4.41 2 A4.41 3 LIFEGUARD RM 112 STOR 110 MAINSTREET C100 PARTY ROOM 107 LEVEL 1100'-0"LEVEL 1100'-0" 1 NATATORIUM ROOF 125'-8" NATATORIUM ROOF 125'-8" MECH TOD113'-0" 2 4 5 63 F A4.21 G A4.21 H A4.22 J A4.22 A4.41 4 A4.41 5 PUMP PIT92'-0" NATATORIUM 134 HALL C101 MAINSTREET C100 POOL EQUIPMENT 129 A A4.20 B A4.20 C A4.20 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:25 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.20 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y BUILDING SECTIONS Scale: 1/8" = 1'-0"A SECTION A-A Scale: 1/8" = 1'-0"B SECTION B-B Scale: 1/8" = 1'-0"C SECTION C-C N Scale: NTS KEY PLAN LEVEL 1 100'-0" LEVEL 1 100'-0" MECH TOD113'-0"MECH TOD113'-0" 2 4 5 63G A4.21 H A4.22 J A4.22 A4.42 1 HALL C102 MAINSTREET C100 ELEC 129D MECHANICAL 129C LEVEL 1 100'-0" CA A4.20 A4.42 2 A4.42 3 D SLIDE TOWER 129'-11" NATATORIUM 134 SLIDE TOWER PLATFORM 300 LEVEL 1100'-0" CEHJ A A4.20 C A4.20 A4.42 4 A4.42 4 OPP DFG NATATORIUM 134 LEVEL 1100'-0"LEVEL 1100'-0" A MECH TOD113'-0"MECH TOD113'-0" BCEHJKLA A4.20 B A4.20 C A4.20 D A4.21 A4.42 5 A4.43 1 DFG 3/8" / 1' - 0"3/8" / 1' - 0" HALL C102 CHANGING ROOMS 131 UCR 127 UCR 125 UCR 123 UCR 121 UCR 119 HALL C101 UCR 116 LIFEGUARD RM 112 PARTY / BOARD ROOM 102 LOBBY/LOUNGE 100 GRAB & GO CONCESSIONS 100A D A4.21 E A4.21 F A4.21 G A4.21 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:30 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.21 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y BUILDING SECTIONS Scale: 1/8" = 1'-0"D SECTION D-D Scale: 1/8" = 1'-0"E SECTION E-E Scale: 1/8" = 1'-0"F SECTION F-F Scale: 1/8" = 1'-0"G SECTION G-G N Scale: NTS KEY PLAN LEVEL 1100'-0"LEVEL 1100'-0" A MECH TOD113'-0"MECH TOD113'-0" BCEHJKLA A4.20 B A4.20 C A4.20 D A4.21A4.43 2 A4.43 3 DFG VEST V101 MAINSTREET C100 MAINSTREET C100 LOBBY/LOUNGE 100 LEVEL 1100'-0"LEVEL 1100'-0" MECH TOD113'-0"MECH TOD113'-0" BCEHJKL A A4.20 B A4.20 C A4.20 D A4.21 A4.43 4 PUMP PIT92'-0" DFG ELEC 129D PUMP PIT 001 POOL EQUIPMENT 129 SURGE TANK 002 PARTY ROOM 109 PARTY ROOM 107 STORAGE 103 ADMIN 101B RECEP 101A VEST V100 LEVEL 1100'-0"LEVEL 1100'-0" 21 22 L A4.22 M A4.22A4.44 3 A4.44 4 PUMP PIT 003 SURGE TANK 004 POOL MECH & ELEC 206 CONCESSIONS 204 LIFEGUARD RM 200 LEVEL 1100'-0"LEVEL 1100'-0" AABB K A4.22 POOL MECH & ELEC 206 LEVEL 1100'-0"LEVEL 1100'-0" AABB K A4.22 A4.44 5 STORAGE 205 CONCESSIONS 204 H A4.22 J A4.22 K A4.22 L A4.22 M A4.22 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:33 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.22 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y BUILDING SECTIONS Scale: 1/8" = 1'-0"H SECTION H-H Scale: 1/8" = 1'-0"J SECTION J-J Scale: 1/8" = 1'-0"K SECTION K-K Scale: 1/8" = 1'-0"L SECTION L-L Scale: 1/8" = 1'-0"M SECTION M-M N Scale: NTS KEY PLAN LEVEL 1 100'-0" 1 PARAPET 142'-3" 1/2" / 1' - 0" INSULATED PRECAST CONC WALL PANEL (4,4,4), TYP @ NATATORIUM ALUMINUM CURTAIN WALL WDW SYSTEM W-BM WIND GIRT - SEE STRUCT, TYP SLIDE STRUCTURE - SEE POOL DRAWINGS SHT MTL PAN FLASHING SET IN FULL SEALANT BED, TYP SLAB ON GRADE CONCRETE - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP GRADE VARIES - SEE CIVIL AND LANDSCAPE, TYP PERIMETER FOUNDATION DRAIN, TYP PARAPET 143'-2" SLIDE TOWER 129'-11" LEVEL 1 100'-0" PARAPET 142'-3" SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT 1 WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED NAIL BASE PANELS 8" MTL STUDS @ 16" OC BATT INSULATION (R-25) VAPOR BARRIER 5/8" GYP BD FINISH (EXTEND INTERIOR GYP BD FINISH UP TO FLOOR/ROOF DECK, TYP @ ALL EXTERIOR WALLS) SHT MTL REGLET & COUNTER FLASHING, TYP BOD 129'-0" SLIDE TOWER 129'-11" LEVEL 1 100'-0" NATATORIUM ROOF125'-8" 2 PARAPET 127'-6 3/4" BOD 120'-0" SHT MTL REGLET & COUNTER FLASHING, TYP INSULATED PRECAST CONC WALL PANEL (4,4,4), TYP @ NATATORIUM SLOPING METAL ROOF DECK - SEE STRUCT INTERIOR STOREFRONT WDW SYSTEM LEVEL 1 100'-0" SEE FLOOR PLAN FOR WALL TYPES, TYP 3/8" / 1' - 0" LEVEL 1 100'-0" 6 PARAPET 115'-8" BOD 113'-3 3/4" INSULATED PRECAST CONC WALL PANEL (3,4,3), TYP UNO SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT CEILING TYPE VARIES - SEE REFLECTED CEILING PLANS, TYP SLAB ON GRADE CONCRETE - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP INTERIOR WALL FURRING VARIES - SEE FLOOR PLANS, TYP GRADE VARIES - SEE CIVIL AND LANDSCAPE, TYP PERIMETER FOUNDATION DRAIN, TYP LEVEL 1 100'-0" 2 PARAPET 121'-6" 2' - 0 " COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED WALL PANEL 2 1/2" METAL STUD SOFFIT FRMG SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL, TYP UNO FLAT FRAMED METAL ROOF DECK - SEE STRUCT WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 1/2" EXT PLYWD SHTG 6" MTL STUDS @ 16" OC VAPOR BARRIER ALUMINUM CURTAIN WALL WDW SYSTEM WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED NAIL BASE PANELS 8" MTL STUDS @ 16" OC BATT INSULATION (R-25) VAPOR BARRIER 5/8" GYP BD FINISH (EXTEND INTERIOR GYP BD FINISH UP TO FLOOR/ROOF DECK, TYP @ ALL EXTERIOR WALLS) 1 RAMMED EARTH WALL BEYOND 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:40 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.40 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL SECTIONS & PARTIAL BUILDING SECTIONS Scale: 1/2" = 1'-0"1 WALL SECTION Scale: 1/2" = 1'-0"2 WALL SECTION Scale: 1/2" = 1'-0"3 WALL SECTION Scale: 1/2" = 1'-0"5 WALL SECTION Scale: 1/2" = 1'-0"6 WALL SECTION Scale: 1/2" = 1'-0"4 WALL SECTION LEVEL 1100'-0" NATATORIUM ROOF125'-8" MECH TOD113'-0" 2 PARAPET 127'-6" REGLET AND COUNTER FLASHING, TYP MEMBRANE ROOFING SYSTEM RIGID ROOF INSULATION, TYP CONCRETE SLAB ON METAL ROOF DECK INSULATED PRECAST CONC WALL PANEL (4,4,4), TYP @ NATATORIUM LEVEL 1100'-0" MECH TOD113'-0" 4 5 PARAPET 121'-6"EXTEND MEMBRANE ROOF FLASHING UP ENTIRE HEIGHT OF WALL 1 EXTERIOR WALL TYPE: LOAD BEARING CMU - SEE STRUCT 2 5/8" INSULATED WALL PANEL BOD 120'-0" BOD 114'-4" LEVEL 1100'-0" 6 PARAPET 127'-6 3/4" BOD 113'-4" STEEL FRAMED SHADE STRUCTURE W/ PERFORATED METAL INFILL PANELS INSULATED PRECAST CONC WALL PANEL (3,4,3), TYP LEVEL 1100'-0" 1 VARIES 1/2" / 1' - 0" GRAVEL STOP FLASHING W/ CONT CLIP COMPOSITE METAL WALL PANEL FASCIA & SOFFIT TOP CHORD JOIST EXTENSION - SEE STRUCT ALUMINUM CURTAIN WALL WDW SYSTEM 1' - 6 " LEVEL 1100'-0" 5 PUMP PIT92'-0" PARAPET 121'-6" TY P 2' - 0 " COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED WALL PANEL 2 1/2" METAL STUD SOFFIT FRMG ALUMINUM STOREFRONT WDW SYSTEM WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED NAIL BASE PANELS 8" MTL STUDS @ 16" OC BATT INSULATION (R-25) VAPOR BARRIER 5/8" GYP BD FINISH (EXTEND INTERIOR GYP BD FINISH UP TO FLOOR/ROOF DECK, TYP @ ALL EXTERIOR WALLS) 1 HSS COL BEYOND - SEE STRUCT SHT MTL PAN FLASHING, TYP SHT MTL REGLET & COUNTER FLASHING, TYP SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL, TYP UNO FLAT FRAMED METAL ROOF DECK - SEE STRUCT WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 1/2" EXT PLYWD SHTG 6" MTL STUDS @ 16" OC VAPOR BARRIER LOAD BEARING CMU - SEE STRUCTURAL SLOPING METAL ROOF DECK & OPEN WEB STL ROOF JOIST FRMG - SEE STRUCTURAL WATER PROOFING SYSTEM CAST IN PLACE CONCRETE FOUNDATION WALL - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP PERIMETER FOUNDATION DRAIN, TYP 4'-8 1/2" (2) LAYERS 5/8" GYP BD & 3 5/8" MTL STUD FURRING 2' - 1 0 " BOD 120'-0" BOD 114'-4" SEE REFLECTED CEILING PLAN FOR CEILING TYPE 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:44 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.41 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL SECTIONS & PARTIAL BUILDING SECTIONS Scale: 1/2" = 1'-0"1 WALL SECTION Scale: 1/2" = 1'-0"2 WALL SECTION Scale: 1/2" = 1'-0"3 WALL SECTION Scale: 1/2" = 1'-0"4 WALL SECTION Scale: 1/2" = 1'-0"5 WALL SECTION LEVEL 1100'-0" 6 PARAPET 115'-8" HVAC LOUVER - SEE MECHANICAL BOD 113'-4" LEVEL 1100'-0" D PARAPET VARIES BOD VARIES SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED NAIL BASE PANELS 8" MTL STUDS @ 16" OC BATT INSULATION (R-25) VAPOR BARRIER 5/8" GYP BD FINISH (EXTEND INTERIOR GYP BD FINISH UP TO FLOOR/ROOF DECK, TYP @ ALL EXTERIOR WALLS) SHT MTL REGLET & COUNTER FLASHING, TYP BOD VARIES 1 SLIDE STRUCTURE - SEE POOL DRAWINGS SLIDE TOWER129'-11" LEVEL 1100'-0" C PARAPET VARIES ALUMINUM CURTAIN WALL WDW SYSTEM BOD VARIES SLIDE TOWER129'-11" INSULATED INFILL PANEL @ FLUME PENETRATION LEVEL 1100'-0" J PARAPET VARIES ALUMINUM STOREFRONT WDW SYSTEM, TYP BOD VARIES INSULATED PRECAST CONC WALL PANEL (4,4,4), TYP @ NATATORIUM LEVEL 1100'-0" MECH TOD113'-0" KL PARAPET 115'-8" INSULATED PRECAST CONC WALL PANEL (3,4,3), TYP UNO SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT CEILING TYPE VARIES - SEE REFLECTED CEILING PLANS, TYP SLAB ON GRADE CONCRETE - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP GRADE VARIES - SEE CIVIL AND LANDSCAPE, TYP PERIMETER FOUNDATION DRAIN, TYP LOAD BEARING CMU - SEE STRUCTURAL BOD VARIES 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:50 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.42 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL SECTIONS & PARTIAL BUILDING SECTIONS Scale: 1/2" = 1'-0"1 WALL SECTION Scale: 1/2" = 1'-0"2 WALL SECTION Scale: 1/2" = 1'-0"3 WALL SECTION Scale: 1/2" = 1'-0"4 WALL SECTION Scale: 1/2" = 1'-0"5 WALL SECTION LEVEL 1100'-0" A BOD 120'-0" 8'-4 19/128" ALUMINUM CURTAIN WALL WDW SYSTEM BOD 121'-6" TOW 115'-6" 18" THICK RAMMED EARTH WALL W/ 4" RIGID INSULATION INTERLAYER (7,4,7), TYP UNO LEVEL 1100'-0"LEVEL 1100'-0" L PARAPET 115'-8" BOD VARIES ALUMINUM STOREFRONT WDW SYSTEM SEE REFLECTED CEILING PLAN FOR CEILING TYPE INSULATED PRECAST CONC WALL PANEL (3,5,3), TYP UNO SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT LEVEL 1100'-0" A CUSTOM SHT MTL BREAK SHAPE NOSING W/ CONT CLIP GRAVEL STOP FLASHING SHAPED STL PLATE OUTRIGGER ALUMINUM CURTAIN WALL WDW SYSTEM BOD 120'-0" 8'-4 19/128" BOD 121'-6" LEVEL 1100'-0" B 1' - 0 " ALUMINUM STOREFRONT WDW SYSTEM 6" MTL STUD FRMG @ 16" OC PARAPET 115'-8" BOD 114'-11" BOD VARIES LEVEL 1100'-0" COMPOSITE METAL WALL PANEL WEATHER BARRIER 2 5/8" INSULATED WALL PANEL 2 1/2" METAL STUD SOFFIT FRMG R-30 BATT INSULATION SHT MTL GRAVEL STOP FLASHING W/ CONT CLIP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL, TYP UNO FLAT FRAMED METAL ROOF DECK - SEE STRUCT WALL TYPE: COMPOSITE METAL WALL PANEL WEATHER BARRIER 1/2" EXT PLYWD SHTG 8" MTL STUDS @ 16" OC VAPOR BARRIER HSS 6X4 LLV OUTRIGGER HSS POST PARAPET 115'-8" BOD 114'-11" BOD VARIES 18" THICK RAMMED EARTH WALL W/ 4" RIGID INSULATION INTERLAYER (7,4,7), TYP UNOSEE FLOOR PLAN FOR INTERIOR FURRING WALL TYPE, TYP CEILING TYPE VARIES - SEE REFLECTED CEILING PLANS, TYP SLAB ON GRADE CONCRETE - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP GRADE VARIES - SEE CIVIL AND LANDSCAPE, TYP PERIMETER FOUNDATION DRAIN, TYP SLOPING METAL ROOF DECK - SEE STRUCT 8" MTL STUD CURB FRMG W/ 2" RIGID INSULATION, 1/2" EXT PLYWD SHTG, & BATT INSULATION BY-PASS STUD CLIP 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:52 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.43 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL SECTIONS & PARTIAL BUILDING SECTIONS Scale: 1/2" = 1'-0"1 WALL SECTION Scale: 1/2" = 1'-0"2 WALL SECTION Scale: 1/2" = 1'-0"3 WALL SECTION Scale: 1/2" = 1'-0"4 WALL SECTION Scale: 1/2" = 1'-0"5 WALL SECTION LEVEL 1100'-0" 21 PARAPET 115'-0" INSULATED PRECAST CONC WALL PANEL (3,4,3), TYP UNO SHT MTL PARAPET CAP ON BUILT-UP TREATED WD NAILERS, TYP 5/8" GYPSUM PARAPET BOARD ON BACKSIDE OF ALL PARAPETS, TYP MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSUL R-38 MIN, TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT BOD VARIES LEVEL 1100'-0" 22 LEVEL 1100'-0" AA SLAB ON GRADE CONCRETE - SEE STRUCT, TYP CAST IN PLACE CONC FOOTING - SEE STRUCT, TYP GRADE VARIES - SEE CIVIL AND LANDSCAPE, TYP PERIMETER FOUNDATION DRAIN, TYP OVERHEAD COILING COUNTER DOOR STEEL FRAMED SHADE STRUCTURE W/ PERFORATED METAL INFILL PANELS PARAPET 115'-0" BOD 113'-5" INSULATED PRECAST CONC WALL PANEL (3,4,3), TYP UNO SLOPING METAL ROOF DECK - SEE STRUCT LEVEL 1100'-0" MECH TOD113'-0" 4 EXPOSED FASTENER VERTICAL FORMED METAL SCREEN WALL PANEL ON 4" Z-FRMG @ 30" OC W/ GALVAIZED HSS SCREEN WALL POSTS @ 7'-0" MAX TO WALL 121'-7" TY P 5' - 1 1 " SHT MTL SCREEN WALL CAP W/ CONT CLIP, TYP PRE-FAB MEMBRANE FLASHING BOOT @ ALL HSS POST PENETRATIONS, TYP LOAD BEARING CMU WALL - SEE STRUCT CONCRETE ROOF SLAB ON METAL ROOF DECK SEE REFLECTED CEILING PLANS FOR CEILING TYPE, TYP TOM 114'-8" MEMBRANE ROOFING SYSTEM, TYP LEVEL 1100'-0" MECH TOD113'-0" K TO WALL 121'-7" TY P 5' - 1 1 " BOD VARIES 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:55 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.44 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y WALL SECTIONS & PARTIAL BUILDING SECTIONS Scale: 1/2" = 1'-0"3 WALL SECTION Scale: 1/2" = 1'-0"4 WALL SECTION Scale: 1/2" = 1'-0"5 WALL SECTION Scale: 1/2" = 1'-0"1 WALL SECTION Scale: 1/2" = 1'-0"2 WALL SECTION 21 21 22 22 AAAA BBBB K A4.22 K A4.22 L A4.22 L A4.22 M A4.22 M A4.22 DS DS 2' - 0" 4' - 0 " ROUTE-OUT INSUL FOR SUMP PAN EDGE OF LEAD SUMP PAN SLOPE PER ROOF PLAN TYPICAL OVERFLOW DRAIN PER MECHANICAL CRICKET PER ROOF PLAN SLOPE PER ROOF PLAN TYPICAL 1 A4.50 CRICKET & SLOPE PER ROOF PLAN BEYOND ROOFING ELEV AT SUMP EDGE TAPER INSULATION SO ROOF DRAIN IS 1-1/2" BELOW FINISHED ROOF IN SUMP OVERFLOW DRAIN 2" WATER DAM COLLAR ON OVERFLOW DRAIN DRAIN STRAINER CLAMPING RING ROOFING SYSTEM LEAD FLASHING 24"x48" SET IN MASTIC DECK CLAMP 2" -0" OC ROOF DRAIN DIM REF +0 ROOF HATCH W/ SPRING BALANCED SAFETY POST PROVIDE CONTINUOUS TAPED EDGE AT ALL SIDES OF OPENING SHEET METAL CLOSURE AT ALL SIDES OF OPENING SEALANT ALL AROUND BOTH SIDES OF CURB FLOOR LINE 2 1/2" X 3/8" WALL BRACKET @ 4'-0" O.C. W/ 3/8" O BOLTS (PROVIDE 2x6 BLOCKING IN WALL) 2 1/2" X 1/2 STL RAILS W/ PUNCHED HOLES FOR RUNGS 3/4" DIA RUNGS @ 12" O.C. WELDED ALL AROUND 1'-6" 1' - 0 " 1' - 0 " SECTION ELEVATION A4.50 4 3" SEE STRUCT FOR SUPPORT CONDITION TREATED WOOD BLKG AS REQD ROOF HATCH UNIT/ SMOKE VENT FASTENERS PER ROOFING MFR REINFORCED FLEXIBLE FLASHING MANUFACTURER'S FLASHING 4" CANT ROOFING MEMBRANE 6" 4" 2'-0" 3/4" Φ STL RUNGS - WELD ALL AROUND TO RAILS GRIND SMOOTH - TOP & BOTT 2-1/2" x 3/8" STL RAILS W/ PUNCHED HOLES FOR RUNGS 8" - 1 2 " 11 " ( M I N ) 1 2 " ( M A X ) EQ S P A C E S VA R I E S 3' - 6 " T Y P LOW ROOF 2-1/2" x 3/8" BENT BRACKETS @ 4' - 0" OC VERT MAX BRACKET W/ 3/8" Φ BOLTS - BRACKET LENGTH AS REQ'D TO HOLD RUNGS 7" FROM NEAREST PERMANENT OBJECT @ BACK OF LADDER, PROVIDE BLOCKING IN WALL @ EA BRACKET ROOF EDGE FINISH FLOOR OF ROOM 204 @ SIM SHT MTL BACK PANEL (WIDTH OF LADDER) TO MATCH ADJT MTL SIDING SYSTEM W/ BLOCKING ON EXT SIDE OF WALL - SHOWN DASHED 10 " SEALANT STAINLESS STEEL CLAMPING RING ROOFING MEMBRANE / FLASHING ADHESIVE APPLIED TO PIPE 4"6" AT VENT PIPES, CONTRACTOR MAY USE PRE- FABRICATED PIPE BOOTS IN LIEU OF THAT SHOWN 129'-10" VA R I E S BUILT UP 2x12 CURB - TAPER AS REQD TO PROVIDE LEVEL MOUNTING SURFACE FOR MECH UNIT CONT MEMBRANE ROOFING SYSTEM OVER CURB MECH UNIT - SEE MECH DBL ANGLE - SEE STRUCT, TYP LO N G D I M SADDLE DS PLAN BLIND CLIP, FASTEN W/ SADDLE STRAP - PROVIDE ROUND STRAP @ ROUND DOWNSPOUTS, TYP NOTES: VE R 1 1/2" MATC H DS W I D T H @ SIM CONDITION: BEND STRAP BACK 90° MTL Z, FASTEN W/ SADDLE FACE OF FINISH (FOF) 1.STRAP AND SADDLE ASSEMBLY TO BE EQ SPACED @ 8'-0" OC MAX 2.ALL MATERIAL TO BE 16 GA (UNO) PREFIN MTL W/ SS FASTENERS. 3.INSTALL SHIMS BEHIND SADDLE WHERE REQUIRED FOR PLUMB DS INSALLATION @ TRANSITION BETWEEN FINISHES. 4.PROVIDE CLEANOUT @ ALL DS LOCATIONS. SEE CIVIL DWGS. 5.REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONTINUATION AND CONNECTION TO STORM DRAINAGE BELOW GRADE. SHEET METAL, TYP - SOLDER ALL SEAMS - PROVIDE PER SPECIFICATION, SMACNA, AND NFCA SHT MTL SLEEVE , VERIFY DS SIZE OPEN 14" 10 " 12" 6 1 / 4 " 2" 5" 1" 6" 6" 2" 3 3 / 4 " EQ EQ FALL PROTECTION ANCHOR, TYP PRE-MANUFACTURED PIPE BOOT FLASHING, TYP STRUCTURAL REINFORCING - SEE STRUCT, TYP DI M RE F MEMBRANE ROOFING SYSTEM, TYP 1. 2. 3. 4. 5. TYPICAL ROOF CONSTRUCTION IS MEMBRANE ROOFING OVER RIGID INSULATION ON METAL ROOF DECK. ALL ROOF STRUCTURE IS SLOPED 3/8"/FT, UNO. VENTS, EXHAUST, & COWLS ARE MECHANICAL ROOF PENETRATION ITEMS. SEE MECHANICAL FOR LOCATIONS, TYPES, SIZES AND QUANTITY OF ALL PENETRATIONS. PENETRATIONS SHALL BE MIN 18" FROM ANY RIDGE VALLEY HIP, OR EDGE OF ROOF. ALL FLASHING & ROOFING TIE-INS TO PLUMBING & HVAC PENETRATIONS ARE BY ROOFING CONTRACTOR. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL ROOFING DETAIL INDICATIONS. GENERAL ROOF NOTES DIRECTION OF SLOPE TO DRAIN DS DOWNSPOUT, SEE UNO ROOF CONDITION 1 MECHANICALLY ATTACHED MEMBRANE ROOFING OVER SLOPING METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. R-38 MIN RIGID ROOF INSULATION 3. VAPOR BARRIER ROOF CONDITION 2 MECHANICALLY ATTACHED MEMBRANE ROOFING OVER FLAT FRAMED METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. R-38 AVERAGED RIGID ROOF INSULATION (R-10 MIN) 3. VAPOR BARRIER ROOF CONDITION 3 FULLY ADHERED MEMBRANE ROOFING OVER FLAT FRAMED CONCRETE ON METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. 1/2" COVER BOARD 3. R-38 MIN RIGID ROOF INSULATION 4. VAPOR BARRIER LEGEND 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:07:58 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.50 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ROOF PLAN - OUTBUILDING N Scale: 1/8" = 1'-0" ROOF PLAN Scale: 3/4" = 1'-0"2 ROOF DRAIN AND OVERFLOW PLAN Scale: 3" = 1'-0"1 TYP ROOF DRAIN AND OVERFLOW Scale: 3/4" = 1'-0"3 ROOF HATCH AND LADDER Scale: 3" = 1'-0"4 ROOF HATCH CURB Scale: 3/4" = 1'-0"5 ROOF/ACCESS LADDER Scale: 1 1/2" = 1'-0"6 PIPE/VENT THRU ROOF Scale: 1 1/2" = 1'-0"7 MECH CURB Scale: 3" = 1'-0"9 TYP DS W/ STRAP & SADDLE Scale: 3" = 1'-0"10 SHT MTL CONDUCTOR HEAD Scale: 1 1/2" = 1'-0"8 TYP FALL PROTECTION ANCHOR CODED NOTES - ROOF PLAN 1 10'-0" x 5'-0" TRANSLUCENT SKYLIGHT 2 8'-0" x 3'-0" ROOF HATCH W/ GUARD RAILS 3 ROOF ACCESS LADDER - SEE DETAIL 4 FALL PROTECTION ANCHOR - SEE DETAIL 5 PHOTOVOLTAIC ARRAY - SEE ELECTRICAL 6 ROOF MOUNTED HVAC EQUIPMENT - SEE MECH 1. 2. 3. 4. 5. TYPICAL ROOF CONSTRUCTION IS MEMBRANE ROOFING OVER RIGID INSULATION ON METAL ROOF DECK. ALL ROOF STRUCTURE IS SLOPED 3/8"/FT, UNO. VENTS, EXHAUST, & COWLS ARE MECHANICAL ROOF PENETRATION ITEMS. SEE MECHANICAL FOR LOCATIONS, TYPES, SIZES AND QUANTITY OF ALL PENETRATIONS. PENETRATIONS SHALL BE MIN 18" FROM ANY RIDGE VALLEY HIP, OR EDGE OF ROOF. ALL FLASHING & ROOFING TIE-INS TO PLUMBING & HVAC PENETRATIONS ARE BY ROOFING CONTRACTOR. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL ROOFING DETAIL INDICATIONS. GENERAL ROOF NOTES AA 1 1 2 2 4 4 5 5 6 6 3 3 BB CC EE HH JJ KK LL A A4.20 B A4.20 C A4.20 D A4.21 E A4.21 F A4.21 G A4.21 H A4.22 J A4.22 DD FF GG DS DS DS DS DS 1 A5.10 1 1 11 1 1 2 DIRECTION OF SLOPE TO DRAIN DS DOWNSPOUT, SEE UNO ROOF CONDITION 1 MECHANICALLY ATTACHED MEMBRANE ROOFING OVER SLOPING METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. R-38 MIN RIGID ROOF INSULATION 3. VAPOR BARRIER ROOF CONDITION 2 MECHANICALLY ATTACHED MEMBRANE ROOFING OVER FLAT FRAMED METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. R-38 AVERAGED RIGID ROOF INSULATION (R-10 MIN) 3. VAPOR BARRIER ROOF CONDITION 3 FULLY ADHERED MEMBRANE ROOFING OVER FLAT FRAMED CONCRETE ON METAL DECK 1. TPO MEMBRANE ROOFING SYSTEM 2. 1/2" COVER BOARD 3. R-38 MIN RIGID ROOF INSULATION 4. VAPOR BARRIER LEGEND 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:03 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A4.51 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ROOF PLAN #CODED NOTES - ROOF PLAN 1 10'-0" x 5'-0" TRANSLUCENT SKYLIGHT 2 8'-0" x 3'-0" ROOF HATCH W/ GUARD RAILS 3 ROOF ACCESS LADDER - SEE DETAIL 4 FALL PROTECTION ANCHOR - SEE DETAIL 5 PHOTOVOLTAIC ARRAY - SEE ELECTRICAL 6 ROOF MOUNTED HVAC EQUIPMENT - SEE MECH N Scale: 1/8" = 1'-0" ROOF PLAN 3 3 3 4 4 4 5 6 6 6 6 6 6 6 6 6 6 6 16GA STL BRAKE SHAPE NOSING - SEE EXT ELEVS FOR JOINT LAYOUT CONTINUOUS BENT PLATE DECK EDGE TAPERED W-BM OUTRIGGER MCM SOFFIT PANELS SHT MTL DRIP FLASHING CONT SEALANT JT METAL ROOF DECK - SEE STRUCT 4" MTL STUD SOFFIT FRMG W/ 1/2" EXT PLYWD SHTG & WEATHER BARRIER 6" TO NOSING 121'-9" R=1/2" 12" 20" 3" 1" 6" MEMBRANE FLASHING ADHERED TO BRAKE SHAPE NOSING MEMBRANE ROOFING SYSTEM, TYP RIGID ROOF INSULATION, TYP 8'-0" TO GRID A TOS 121'-4 5/8" A 1'-0" 1'-0" TOS 120'-0" SEALANT JT, TYP METAL COMPOSITE PANEL SYSTEM, TYP 2 5/8" INSULATED COMPOSITE NAIL BASE, TYP UNO WEATHER BARRIER, TYP 4" MTL STUD FRMG W/ R-25 BATT INSUL STUD CLIP BACK TO STRUCTURE - SEE STRUCT, TYP TREATED 2x WD NAILER, TYP SHT MTL DRIP FLASHING W/ CONTINUOUS CLIP, TYP ALUMINUM CURTAIN WALL WDW SYSTEM W/ SEALANT & BACKER ROD EA SIDE, TYP DIM REF 118'-6" 3/8" / 1' - 0" W-BM ROOF FRMG - SEE STRUCT, TYP HSS COL BEYOND A 5 4" 1' - 0 " 1'-0" A 1'-0" 2'-0" 6"1'-6" 4" DIM REF 3/4" CHAMFER AT ALL EXPOSED EDGES, TYP 1" 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:05 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A5.10 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y EXTERIOR DETAILS Scale: 3" = 1'-0"1 OVERHANG NOSING Scale: 3" = 1'-0"2 CURTAIN WALL WDW HEAD Scale: 3" = 1'-0"3 CURTAIN WALL WDW JAMB @ O/S CORNER Scale: 3" = 1'-0"4 CURTAIN WALL WDW JAMB UP UP UP 5 H J K G 5 A6.01 4 A6.01 SURGE TANK 002 PUMP PIT 001 21 AA BB 6 A6.01 7 A6.01 PUMP PIT 003 SURGE TANK 004 LEVEL 1100'-0" J PUMP PIT92'-0" PUMP PIT 001 POOL EQUIPMENT 129 LEVEL 1100'-0" J PUMP PIT92'-0" PUMP PIT 001 POOL EQUIPMENT 129 LEVEL 1100'-0" PUMP PIT 003 POOL MECH & ELEC 206 LEVEL 1100'-0" PUMP PIT 003 POOL MECH & ELEC 206 LEVEL 1100'-0" 3 STOR 110 3 E 8 A6.01 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:10 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A6.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y VERTICAL CIRCULATION N 1/4" = 1'-0"1 PUMP PIT PLAN - 001 N 1/4" = 1'-0"2 PUMP PIT PLAN - 003 Scale: 1/4" = 1'-0"4 STAIR SECTION Scale: 1/4" = 1'-0"5 STAIR SECTION Scale: 1/4" = 1'-0"6 STAIR SECTION Scale: 1/4" = 1'-0"7 STAIR SECTION Scale: 1/4" = 1'-0"8 STAIR SECTION N 1/4" = 1'-0"3 ROOF STAIR PLAN TOP OF BAR WATER CLOSET URINAL LAVATOR Y DRINKING FOUNTAI N MIRROR MIR-C MIR W/ MEDICINE CABINET MIR-S MIR W/ SHELF SOAP DISPENSE R HAND SANITIZE R PAPER TOWEL DISPENSE R (DO NOT MOUNT ABOVE GB) GRAB BAR TOILET PAPER DISPENSE R SANITARY NAPKIN RECEPTA CLE MOP HOLDER FIRE EXTINGUI SHER CHALK BOARD, TACK BOARD, WHITE BOARD TOWEL HOOK PROJECTI ON SCREEN TO REFLECTIVE SURFACE SHOWER HEAD FOLDING SHOWER SEAT ELECTRI C HAND DRYER 17 " @ H C 15 " T Y P 17 " @ H C 24 " T Y P 34 " @ H C 29 " C L R 27 " 39 " 36 " 31 " AB O V E W A I N S C O T 54 " O R J U S T 60 " 60 " TY P , U N O 36 " FIRE EXTINGUI SHER CABINET 66 " 10 8 " 17 " WC UR DF MIR PTD EHD GB36 TPD SNR MH FE MB PS FSTTH 40 " 40 " @ A D A 56 " 2" 40 " SNDSANITARY NAPKIN DISPENSE R SHR 40 " 72 " SD 38 " HS FEC BCS 30 1 / 2 " BABY CHANGIN G STATION ? qq SNRTPD GB GB WC STRAIGHT GRAB BARS, TYP MIN 24" 36" MIN 18 " M A X 24 " M I N WALL @ CORNER LOCATION S ADA WC TPD 18" MAX 16" MIN TO 18 " 39"-41" 39 " - 4 1 " SNR ADA WCTPD 9" MAX 7" MIN TO MH FRP 48 " VWC, TYP RB, TYP OPEN 24" SLD COUNTERTOP 30X42 MIRROR PURSE HOOK GB36 PTD MIR GB18 GB12 SD CT B A S E CT 3 . 1 T O C L G BCS CT BASE GB48 (FST)ADA BENCH SHOWER CURTAIN CT B A S E CT 3 . 1 T O C L G TH TH GB42 TPD SNR GB 1 8 GB12 CT BASE GB36 MIR SD PTD CT B A S E CT 3 . 1 T O C L G GB42 SNRTPD GB 1 8 TY P PT T O C L G TY P CT T O 6 ' - 6 " BCS PTD MIR SD GB36 MIR WAINSCOT 2 1/2" SD ? EDGE OF WALL OR DOOR FRAME PTD 3" ? MH 2D 2E 2F 2G TLT 106 TLT 108 GB42 GB 3 6 SNRTPD SD PTD MIR GB18 LAV 2D 2E 2F 2G SIM/OPP SIM/OPPSIM/OPP SIM/OPP TH TH 4 A7.01 3B 3C 3D UCR 114 18"17 1/2" AD A B E N C H GB36 GB 4 2 TP D SN R MIR PTD SD TD, TYP GB18 BCS TH TH SS PURSE SHELF HH A7.013G 3F UCR 118 18 " 20 " GB 1 8 SN R TP D GB 3 6 MI R PT D SD TH TH SS PURSE SHELF 2 UCR 117 A7.01 4B 4E 4D 4C SS PURSE SHELFTH TH MIR GB36 SHOWER CURTAIN SDPTD CT 3 . 1 T O C L G CT B A S E GB42 GB 1 8 TPD SNR SS PURSE SHELF BCS ADA BENCH TH 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:21 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A7.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ENLARGED TOILET PLANS & INTERIOR ELEVATIONS 6D MOUNTING HEIGHTS ALL HEIGHTS TYPICAL UNLESS NOTED OTHERWISE Scale: 1/4" = 1'-0"1B TYPICAL TOILET ROOM ACCESSORY ARRANGEMENTS LAVATORY_________________WATER CLOSET___________________________________ ALL DIMENSIONS TYPICAL, UNOScale: 1/4" = 1'-0"1A TYP CUSTODIAL MOP SINK SIDE_____FRONT________ CODED NOTES - INT ELEVS# Scale: 1/4" = 1'-0"2A 104 MOTHERS RM - SOUTH Scale: 1/4" = 1'-0"2B 104 MOTHERS RM - WEST Scale: 1/4" = 1'-0"3B TYPICAL UCR (ROLL-IN) - NORTH Scale: 1/4" = 1'-0"3D TYPICAL UCR (ROLL-IN) - SOUTH Scale: 1/4" = 1'-0"3C TYPICAL UCR (ROLL-IN) - EAST Scale: 1/4" = 1'-0"3F 118 TYPICAL UCR (TRANSFER) - NORTH Scale: 1/4" = 1'-0"3G 118 TYPICAL UCR (TRANSFER) - WEST Scale: 1/4" = 1'-0"2D 108 TLT - NORTH Scale: 1/4" = 1'-0"2E 108 TOILET - EAST Scale: 1/4" = 1'-0"2F 108 TOILET - SOUTH Scale: 1/4" = 1'-0"2G 108 TOILET - WEST Scale: 1/4" = 1'-0"1C STOR / CUST - EAST N 1/4" = 1'-0"2C ENLARGED 108 TOILET N 1/4" = 1'-0"3A ENLARGED UCR (ROLL-IN) N 1/4" = 1'-0"3E ENLARGED UCR (TRANSFER) N 1/4" = 1'-0"4A ENLARGED UCR 117 Scale: 1/4" = 1'-0"4B 117 - NORTH Scale: 1/4" = 1'-0"4C 117 - EAST Scale: 1/4" = 1'-0"4D 117 - SOUTH Scale: 1/4" = 1'-0"4E 117 - WEST 24" 6 EQ = 180" 84 " 34 " 26 " 24 " MB4 COPIER, OFOI 14" DP 4 EQ = 120" CLR 24"30"(2) EQ @ 66" UC REF OPEN TO BEYOND SDPTD VWC 66 " 100" MONITOR 3'-0"8'-0"3'-0" 4' - 7 " 2' - 3 " RECESSED TV NOOK 30" D 7 EQ = 144" 84 " OPEN TO STAFF LOCKERS BEYOND 30 " 74 1/8" OPEN 18"30"24" 34 " 20 " 30 " 2 EQ = 60" DW 3 EQ = 84"30"18" PTD SD 32 1/2"OPEN ICE CLR 32 3/4" 30" REF 30" REF OPEN 29" 84 " TRASH 18"87 5/8" +/-30"30" CLR 30"29" PAINTED SOFFIT 34 " 4" IN COUNTER SOAP DISPENSER PTD VWC 3 EQ = 90" ACCENT VWC 65" MONITOR 65" MONITOR 6' - 0 " 4'-2"5'-5" 2 EQ = 60" OPEN 34 " VWC OPEN 13' - 1 3/4" 34 " OPEN TO LOBBY SLD COUNTER W/ WATERFALL ENDS, TYP TRASH 18"30"60"80" OPEN 69 1 / 2 " 34 " 65" MONITOR RECESSED, MDF PANEL 192" IN COUNTER SOAP DISPENSER PTD COLOR CHANGING LIGHT ALONG PERIM, TYP PLAM VALANCE, TYP 1' - 0 " 6' - 0 " (54) LOCKERS RB, TYP SCREEN, PATTERN TBD MH EQEQ2 EQ = 96"2 EQ = 56 3/4" FRP 16"30" 24 " 26 " 34 " 24" REF CLR 26" 2 EQ = 48" SDPTD 24" DP 2 EQ = 50" 84 " W/D 60" CLR 30" MD F T O 8 ' - 0 " PT T O C L G 34 " 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:28 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A7.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3A 102 PARTY / BOARD ROOM - EAST Scale: 1/4" = 1'-0"2B 101B ADMIN - WEST Scale: 1/4" = 1'-0"1C 101A RECEP - NORTH Scale: 1/4" = 1'-0"1D 101A RECEP - EAST Scale: 1/4" = 1'-0"1E 101A RECEP - WEST Scale: 1/4" = 1'-0"2A 101B ADMIN - SOUTH Scale: 1/4" = 1'-0"3D 107 PARTY ROOM - NORTH Scale: 1/4" = 1'-0"3B 102 BOARD ROOM / PARTY ROOM - SOUTH Scale: 1/4" = 1'-0"4B 112 LIFEGUARD RM - EAST Scale: 1/4" = 1'-0"4C 112 LIFEGUARD RM - SOUTH Scale: 1/4" = 1'-0"4D 112 LIFEGUARD RM - WEST Scale: 1/4" = 1'-0"5A 113 LIFEGUARD OCKERS - SOUTH Scale: 1/4" = 1'-0"1A V100 - VESITBULE - EAST Scale: 1/4" = 1'-0"1B V100 VESTIBULE - SOUTH Scale: 1/4" = 1'-0"4A 110 STOR - SOUTH Scale: 1/4" = 1'-0"5B 200 LIFEGUARD RM - EAST Scale: 1/4" = 1'-0"5C 200 LIFEGUARD RM - WEST Scale: 1/4" = 1'-0"3C 103 STORAGE - NORTH MDF, PAINT ACCENT 36 " 24 " FILM, GRAPHIC TBD MDF - ROUTED PATTERNS AND PAINTED PAINTED CMU36" 18" 36" 18" MDF - ROUTED PATTERNS AND PAINTED 3' - 1 0 " CT SLD 5' - 11 3/4" ± 54" TACK BOARD W/ 2" MDF TRIM OPEN TO RECEPTION OPEN TO BEYOND CT BASE PAINTED CMU OPEN TO LOCKERS BEYOND OPEN TO LOCKERS BEYOND OPEN TO BEYOND CUSTOMIZED GRAPHIC TBD FEATURE WALL ADA BENCH ADA BENCH 12 " 72 " 120"216"60" SUIT SPINNER OPEN TO BEYOND OPEN TO BEYOND MDF - ROUTED PATTERNS AND PAINTED PAINT GRAPHIC TBD CHANGING ROOMS ADA BENCH FULL HEIGHT PRIVACY PARTITIONS OPEN TO BEYOND OPEN TO LOBBY DRINKING FOUNTAIN OPEN TO BEYOND 5 EQ = 200 15/16"EQ 2 EQ = 96"EQ OPEN TO MAINSTREET 66 " 65" MONITOR CT, TYP GLASS OPERABLE WALL MDF - ROUTED PATTERNS AND PAINTED 40 1/4" 18" 3' - 0 " FILM, GRAPHIC TBD IW P 5 . 6 T 1 0 ' - 0 " VW C T O 8 ' - 6 " PT T O C L G ADA BENCH ADA BENCH 72 " 12 " 60"216"60" OPEN TO LOCKERS BEYOND OPEN TO LOCKERS BEYOND ADA BENCH ADA BENCH LOCKERS OPEN TO HALL BEYOND 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:33 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A7.03 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y INTERIOR ELEVATIONS Scale: 1/8" = 1'-0"2A C100 MAINSTREET - EAST Scale: 1/8" = 1'-0"4A C101 HALL - NORTH Scale: 1/8" = 1'-0"4B C101 HALL - SOUTH Scale: 1/8" = 1'-0"5A 132 LOCKER AREA - EAST Scale: 1/8" = 1'-0"5B 132 LOCKER AREA - WEST Scale: 1/8" = 1'-0"5D C102 HALL - SOUTH Scale: 1/8" = 1'-0"3A C100 MAINSTREET - WEST Scale: 1/8" = 1'-0"1A 100 LOBBY - SOUTH Scale: 1/8" = 1'-0"5C 133 LOCKER AREA - WEST Scale: 1/8" = 1'-0"4C C102 HALL - NORTH 4'-0" 8' - 0 " ROUTED TECTUM, TYP 2' - 0 " TILE BASE, TYP 2' - 0 " FINISHED BACK PANEL OPEN TO GRAB & GO CONCESSIONS 34 " 108" FRP 5.5 6 EQ = 288" 96 " 4" 34 " 30" DP 5 EQ = 180"LOCK, TYP ESPRESSO MACHINE DBL PANINI PRESS HOT WATER DISPENSER ESPRESSO GRINDER COFFEE GRINDER (2) GROMMETS TRASH/RECYCLE 30" DP 3 EQ = 108" 34 " 30" DP 30" TRASH 24" ESPRESSO MACHINE COCA COLA REF COCA COLA REF 24" DP 5 EQ = 164" 34 " GRAB & GO CONCESSIONS 100A LOBBY/LOUNGE 100 CO C A C O L A RE F DBL PANINI PRESS ESPRESSO MACHINE HOT WATER DISPENSER CO C A C O L A RE F COFFEE GRINDERS OPEN SHELVING A7.04 1B 1D 1C A7.04 1A N 1/4" = 1'-0"1 ENLARGED INDOOR CONCESSIONS 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:40 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A7.04 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y INTERIOR ELEVATIONS Scale: 1/8" = 1'-0"2A NATATORIUM - NORTH Scale: 1/8" = 1'-0"2B NATATORIUM - EAST Scale: 1/8" = 1'-0"3A NATATORIUM - SOUTH Scale: 1/4" = 1'-0"1A 100 LOBBY / LOUNGE - NORTH Scale: 1/4" = 1'-0"1B 100A GRAB & GO - NORTH Scale: 1/4" = 1'-0"1C 100A GRAB & GO - SOUTH Scale: 1/4" = 1'-0"1D 100A GRAB & GO - WEST Scale: 1/4" = 1'-0"1E 204 CONCESSIONS - NORTH M OS A 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. GENERALLY CENTER CEILING GRIDS IN EACH ROOM TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC, START GRID AT THE INDICATED SURFACE. AVOID PANELS LESS THAN 12" IN WIDTH. SEE FINISH SCHEDULE FOR COLORS. ALL WALLS EXTEND TO STRUCTURAL DECK ABOVE, UNLESS NOTED OTHERWISE. SEE CODE PLANS FOR ADDITIONAL INFORMATION. SEE DETAILS X/G1.X FOR TYPICAL LATERAL BRACING OF SUSPENDED ACOUSTICAL PANELS. ALL GYP BD CEILING AND SOFFITS TO BE PAINTED. ALL EXPOSED STEEL FRAMING AND DECK AT CEILINGS TO BE PAINTED. EXCEPT AT STORAGE, MECHANICAL AND ELECTRICAL UTILITY ROOMS PAINT ALL EXPOSED DUCTWORK, PIPING AND CONDUITS. SEE DETAILS X,X&X/AX.XX FOR TYPICAL SUSPENDED CEILING AND SOFFIT EDGES AND CONNECTIONS. CEILING HEIGHT TO BE MEASURED FROM FINISH FLOOR LEVEL OF THE ROOM OR THE AREA WHERE CEILING IS IN. CEILING HEIGHT ABOVE RAMP TO BE MEASURED FROM BOTTOM OF LOWEST LEVEL LANDING OF RAMP. ALL FIRE SPRINKLERS AT LINEAR METAL CEILING SYSTEM AND AT GYP BD CEILING CLOUDS TO BE RECESSED, TYP. GENERAL RCP NOTES LEGEND 1'-0"C-1 FIRE-RATED WALL FULL HEIGHT TO DECK, SEE SHEET GX.X FOR FIRE RATING REQUIREMENTS. 6" BATT ACOUS INSULATION WITHIN WOOD CATWALK FLOORING FRAMING - PROVIDE 5/8" GYP BD ON UNDERSIDE OF CATWALK WOOD FRAMING. ACOUSTICAL WALL, GYP BD FULL HEIGHT TO CATWALK LEVEL AT (1) SIDE OF WALL (2 SIDED @ SIM). SEE X/A4.X. SMOKE PARTITION, FULL HEIGHT TO DECK. CEILING ACCESS PANEL, 18"X18" UNO. CEILING HEIGHT (HEIGHTS INDICATED ARE RELATIVE TO 100'-0" FLOOR LEVEL). PROJECTOR (POSITIONS SHOWN ARE APPROXIMATE. FINAL POSITION TO BE VERIFIED WITH OWNER). 6" THERMAL INSULATION WITHIN CATWALK JOIST FRAMING - PROVIDE VAPOR RETARDER ON UNDERSIDE OF JOISTS. LIGHT FIXTURES SUSPENDED LIGHT FIXTURES SUPPLY DIFFUSERS RETURN AIR REGISTER OR EXHAUST FAN EXIT LIGHT SMOKE DETECTOR HEAT DETECTOR INTERCOM PAGING SPEAKER INFRARED DETECTOR SPEAKER FIRE PROTECTION SPRINKLER VIDEO CAMERA DAYLIGHT SENSOR MOTION DETECTOR FIRE ALARM HORN FIRE ALARM STROBE OCCUPANCY SENSOR ALARM SIREN AA 1 1 2 2 4 4 5 5 6 6 3 3 BB CC EE HH JJ KK LL A A4.20 A A4.20 B A4.20 B A4.20 C A4.20 C A4.20 D A4.21 D A4.21 E A4.21 E A4.21 F A4.21 F A4.21 G A4.21 G A4.21 H A4.22 H A4.22 J A4.22 J A4.22 DD FF GG 100 V100 101C 101B 101A 102 104 106 108 110 112 113 107 103 105 C100 109 132 C101 114115116117 133 119 118 121 120 122 123 125 124 127 126 C102 131 130 V101 129C129D 129 129A 129B 134 10'-0"C-2 C-4OPEN 10'-0"C-3 C-4OPEN C-4OPEN 10'-0"C-2 C-4OPEN C-4OPEN C-4OPEN 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-39'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-4"C-3 9'-4"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-3 9'-0"C-2 9'-0"C-2 C-4OPEN C-4OPEN C-4OPEN 9'-0"C-3 9'-0"C-3 9'-0"C-2 11'-0"C-2 10'-0"C-2 10'-0"C-2 10'-0"C-2 C-4OPEN 10'-0"C-2 10'-0"C-2 10'-0"C-2 10'-0"C-3 10'-0"C-3 9'-0"C-3 C-4OPEN 10'-0"C-3 10'-0"C-3 C-39'-4" PHENOLIC PANEL SOFFIT EXPOSED STRUCTURE @ CANOPIES 10'-0"C-3 19'-6"C-10 C-10SLOPED 21 21 22 22 AAAA BBBB K A4.22 K A4.22 L A4.22 L A4.22 M A4.22 M A4.22 204 200 201 202 203 205 206 208 207 10'-0"C-1 9'-0"C-1 9'-0"C-3 9'-0"C-3 9'-0"C-3 C-4OPEN C-4OPEN C-4OPEN C-4OPEN EXPOSED STRUCTURE @ CANOPY 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/8/2024 10:08:57 AM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author A9.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y REFLECTED CEILING PLAN C-1 2' x 4' SUSPENDED ACOUSTICAL PANEL CEILING C-2 2' x 2' SUSPENDED ACOUSTICAL PANEL CEILING C-3 FRAMED OR SUSPENDED 5/8" GYPSUM BOARD C-4 EXPOSED STRUCTURE C-10 SOFFIT SYSTEM: MCM PANEL SYSTEM OVER 1/2" PLYWOOD, 2" RIGID INSULATION, & 2-1/2" MTL STUDS CEILING TYPES #CODED NOTES - RCP ALL CEILINGS ARE TYPE C-1 AND 11'-0" AFF, UNLESS NOTED OTHERWISE N 1/8" = 1'-0"1 REFLECTED CEILING PLAN N 1/8" = 1'-0"2 REFLECTED CEILING PLAN S XX SXXX 3 T/FTG = X'-X" 3 DRAWING LEGEND POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS STRUCTURAL EXTENT SYMBOL SINGLE ARROW - END OF EXTENT DOUBLE ARROW - CONTINUOUS EXTENT ALONG THE ELEMENT LINE UNTIL THE ELEMENT IS INTERRUPTED INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARKDESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 0 RFI 00 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" DS SR__ 1 1 C1 COLUMN SIZE . XX/SXX.XX INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 00TB INDICATES WOOD OR STEEL STUD SHEAR WALL LINE AND HOLD-DOWNS PER KEY ON SHEET INDICATES WOOD OR STEEL STUD BEARING WALL LINE PER KEY ON SHEET 2W42W4 OR INDICATES A LEDGER P1 INDICATES PARTIALLY RESTRAINED MOMENT FRAME CONNECTION ABBREVIATIONS THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove TRANSV Transverse W/O Without W/With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ±Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E)Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL or Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PLF Pounds Per Linear Foot HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCBF Special Concentric Braced Frame BRBF Buckling Restrained Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive CLT Cross-Laminated Timber NLT Nail-Laminated Timber FRT Fire Retardant Treated SP Southern Pine SFRS Seismic Force- Resisting System C'BORE Counterbore LLBB Long Leg Back-to-Back SLBB Short Leg Back-to-Back SER Structural Engineer of RecordCL SB Site-Built FB Factory-Built MEP Mechanical, Electrical, Plumbing EXCAV Excavation CFS Cold Formed Steel PJP Partial Joint Penetration Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:28 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S0.01 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y GENERAL NOTES 01.00.00 GENERAL REQUIREMENTS 1.GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE “INTERNATIONAL BUILDING CODE (IBC),” 2021 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED AND MODIFIED BY THE CITY OF PASCO, WA UNDERSTOOD TO BE THE AUTHORITY HAVING JURISDICTION (AHJ). 2.REFERENCE STANDARDS: REFER TO CHAPTER 35 OF THE 2021 IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3.DEFINITIONS: THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN THESE NOTES: 3.1.“ARCHITECT/ENGINEER ” - THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF RECORD. 3.2.“STRUCTURAL ENGINEER OF RECORD ” (SER) - THE STRUCTURAL ENGINEER WHO IS LICENSED TO STAMP AND SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. 3.3.“SUBMIT FOR REVIEW ” - SUBMIT TO THE ARCHITECT/SER FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION. 3.4.“PER PLAN” - INDICATES REFERENCES TO THE STRUCTURAL PLANS, ELEVATIONS, AND STRUCTURAL GENERAL NOTES. 3.5.“SPECIALTY STRUCTURAL ENGINEER ” (SSE) - A PROFESSIONAL ENGINEER (PE OR SE), LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED (TYPICALLY NOT THE SER), WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES FOR SELECTED SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS AND WHO HAS EXPERIENCE AND TRAINING IN THE SPECIALTY. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY, OR UNDER, THE DIRECT SUPERVISION OF THE SSE. 3.6.“BIDDER-DESIGNED ” - COMPONENTS OF THE STRUCTURE THAT REQUIRE THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION, AND INSTALLATION OF SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS TO RETAIN THE SERVICES OF AN SSE. SUBMITTALS OF “BIDDER-DESIGNED” ELEMENTS SHALL BE STAMPED AND SIGNED BY THE SSE. 4.SPECIFICATIONS: REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. 5.OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS. 6.STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. USE ENTIRE DETAIL SHEETS AND SPECIFIC DETAILS REFERENCED IN THE PLANS AS “TYPICAL” WHEREVER THEY APPLY. SIMILARLY, USE DETAILS ON ENTIRE SHEETS WITH “TYPICAL” IN THE NAME WHEREVER THEY APPLY. 7.STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. 8.COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK, CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, TECHNIQUES OF ASSEMBLY, AND PERFORMING WORK IN A SAFE AND SECURE MANNER. 9.PRE-CONSTRUCTION MEETINGS: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING PRE-CONSTRUCTION MEETINGS PRIOR TO COMMENCING WORK. PRE-CON MEETINGS, SCHEDULED APPROXIMATELY TWO WEEKS PRIOR TO THE START OF THE RELEVANT WORK, ARE REQUIRED FOR THE FOLLOWING PHASES OF CONSTRUCTION: STRUCTURAL STEEL, MASONRY, ATTENDEES FOR PRE-CONSTRUCTION MEETING ARE TO INCLUDE THE CONTRACTOR, RELEVANT SUBCONTRACTORS, FABRICATORS, INSPECTORS, ARCHITECT/SER, AND A REPRESENTATIVE OF THE AHJ WHERE REQUIRED. MEETING AGENDAS ARE TO INCLUDE REVIEW OF THE WORK SCOPE, PROJECT SCHEDULE RELEVANT TO THE WORK, CONTACT INFORMATION OF RESPONSIBLE PARTIES, INSPECTION POINTS, REVIEW OF MATERIALS AND ANY SPECIAL CASES OR ISSUES, PROCEDURES FOR CLARIFICATIONS IF REQUIRED, TESTING AND ACCEPTANCE, ETC. 10.MEANS, METHODS, AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB-RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS RESPONSIBLE TO ADHERE TO OSHA REGULATIONS REGARDING STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. BOLTING AND FIELD WELDING AT ALL MEMBER CONNECTIONS IS TO BE COMPLETED PRIOR TO THE RELEASE OF THE MEMBER FROM THE HOISTING MECHANISM UNLESS REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR ’S TEMPORARY BRACING AND/OR SHORING DESIGN ENGINEER. THE CONSTRUCTION DOCUMENTS REPRESENT THE COMPLETED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS (I.E., MOVEMENT OF THE STRUCTURE DUE TO MOISTURE AND THERMAL EFFECTS, CONSTRUCTION SEQUENCE, TEMPORARY BRACING, ETC.). 11.BRACING/SHORING DESIGN ENGINEER: THE CONTRACTOR SHALL, AT THEIR DISCRETION, EMPLOY AN SSE FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING. SUBMIT CONSTRUCTION SEQUENCE TO ARCHITECT/ENGINEER FOR REVIEW. 12.TEMPORARY SHORING, BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. 13.CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR ’S SSE FOR BRACING/SHORING. 14.CHANGES IN LOADING: THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON, THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF THE LOCATION, LOAD, SIZE, AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 LB. PROVIDE MARKED-UP STRUCTURAL PLANS INDICATING THE LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT THESE PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 15.NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THESE GENERAL NOTES. 16.DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS/DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 17.SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 18.ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATION WORK, SHORING AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 19.ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION (PROPER TEST REPORT, ETC.) TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 01.10.00 DESIGN CRITERIA AND LOADS 1.OCCUPANCY: RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5 III 2.WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM: ULTIMATE DESIGN WIND SPEED, V ULT 107 MPH EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT, C pi ±0.18 TOPOGRAPHIC FACTOR, K zt 1.0 WIND ANALYSIS PROCEDURE USED ENVELOPE 3.WIND DESIGN: COMPONENTS AND CLADDING (C&C) PRESSURES FOR DESIGN (PSF, ULTIMATE): EFFECTIVE WIND AREA ( FT 2 ) a = 8'-10"10 20 50 100 500 ZONE 1 -43 / +16 -16 / +16 -16 / +16 -16 / +16 -27 / +16 ZONE 1'-25 / +16 -25 / +16 -25 / +16 -25 / +16 -17 / +16 ZONE 2 -56 / +16 -53 / +16 -48 / +16 -44 / +16 -36 / +16 ZONE 3 -77 / +16 -132 / +16 -141 / +16 -148 / +16 -36 / +16 ZONE 4 -27 / +25 -26 / +24 -24 / +22 -23 / +21 -21 / +19 ZONE 5 -33 / +25 -31 / +24 -28 / +22 -26 / +21 -21 / +19 3.1.COMPONENTS AND CLADDING WIND PRESSURES ARE BASED ON ASCE 7 CHAPTER 30 PART 1 “LOW-RISE BUILDINGS.” 3.2.COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-2A FOR FLAT ROOFS. 3.3.FOR PARAPETS AROUND THE PERIMETER OF THE ROOF EQUAL TO OR TALLER THAN 3', PRESSURES FROM ZONE 3 ARE TREATED AS ZONE 2. 3.4.COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-1 FOR WALLS. 3.5.ALL PARAPET COMPONENTS AND CLADDING WIND PRESSURES SHALL BE DETERMINED THROUGH ASCE 7 FIGURE 30.6-2. 4.SEISMIC DESIGN: SEISMIC DESIGN CATEGORY, SDC D SITE CLASS PER IBC SECTION 1613.3.2 AND ASCE 7 CHAPTER 20 D SEISMIC IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2, I e 1.25 SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), S S 0.405 g SPECTRAL RESPONSE ACCELERATION (1-SECOND PERIOD), S 1 0.155 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), S DS 0.402 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), S D1 0.243 g SEISMIC ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE BASIC STRUCTURAL SYSTEM BUILDING FRAME SYSTEMS SEISMIC FORCE RESISTING SYSTEM STEEL ORDINARY CONCENTRICALLY BRACED FRAMES, RESPONSE MODIFICATION COEFFICIENT, R 3.25, OVERSTRENGTH FACTOR, Ω0 2, DEFLECTION AMPLIFICATION FACTOR, C d 3.25, SEISMIC RESPONSE COEFFICIENT, Cs 0.155 REDUNDANCY FACTOR, p 1.3 DESIGN BASE SHEAR, V KIPS BASE SHEAR GOVERNED BY WIND | SEISMIC 5.SNOW LOAD: FLAT ROOF SNOW LOAD, P f 25 PSF [NOTE 5.1] SNOW DRIFT LOADING REQUIRED BY AHJ?YES SNOW LOAD IMPORTANCE FACTOR, I s 1.10 [NOTE 5.3] GROUND SNOW LOAD, P g 15 PSF SNOW EXPOSURE FACTOR, C e 0.9 THERMAL FACTOR, C t 1.0 SEE ROOF PLAN FOR DRIFT LOADING 5.1.SNOW LOAD IS UN-REDUCIBLE AND INCLUDES 5 PSF RAIN-ON-SNOW SURCHARGE WHERE GROUND SNOW LOAD IS 20 PSF OR LESS, BUT NOT ZERO, PER ASCE 7 SECTION 7.10. 5.2.SNOW LOAD BASED ON WABO/SEAW WHITE PAPER IN LOW-LYING PUGET SOUND BASIN 5.3.SNOW LOAD IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2. 6.DESIGN LIVE LOADS: SEE STRUCTURAL LOADING PLANS FOR AREA LOADS AND LINE LOADS. LOADS LISTED BELOW ARE FOR MISCELLANEOUS ITEMS. AREA LIVE LOADS HANDRAILS AND PEDESTRIAN GUARDRAILS 50 PLF OR 200 LB [NOTE 6.1] STAIRS AND EXITS 100 PSF OR 300 LB [NOTE 6.2] INTERIOR WALLS AND PARTITIONS 5 (APPLIED HORIZONTALLY) LOBBIES 100 PSF AND 2,000 LB CORRIDORS AT FIRST FLOOR 100 PSF GYMNASIUMS AND BALLROOMS 100 PSF (INCLUDING INTERIOR BALCONIES) LIGHT STORAGE AREAS 125 PSF 6.1.TOP RAIL SHALL BE DESIGNED TO RESIST A 50 PLF LINE LOAD OR 200 LB POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LB ON AN AREA NOT TO EXCEED 1'x1'. THESE THREE LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2.STAIR LOADING REQUIREMENTS: 6.2.1.TREADS: STAIR TREADS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD OR 300 LB POINT LOAD LOCATED TO PRODUCE MAXIMUM STRESS, WHICHEVER CONTROLS. THE 300 LB POINT LOAD SHALL BE PLACED OVER 2″x2″ AREA. BOTH LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2.2.STRINGERS AND LANDINGS: STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD. LIVE LOAD DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN. 6.2.3.RAILINGS: THE COMPLETED HANDRAIL, GUARDRAIL, AND SUPPORTING STRUCTURE AND THEIR CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS AS SPECIFIED IN IBC SECTION 1607.8. 6.2.4.SEISMIC DESIGN PARAMETERS: STAIRS SHALL BE DESIGNED AS EGRESS STAIRS WITH A SEISMIC IMPORTANCE FACTOR, I p = 1.5, UNLESS NOTED OTHERWISE BY THE ARCHITECT. THE STAIR ASSEMBLY AND ATTACHMENT TO THE MAIN STRUCTURE SHALL BE DESIGNED FOR LATERAL LOADS PER IBC CHAPTER 16 AND ASCE 7 SECTION 13.3. 6.2.5.DEFLECTION COMPATIBILITY: STAIR DESIGN SHALL ACCOUNT FOR THE LOAD EFFECTS GENERATED BY THE PRIMARY STRUCTURE ’S SEISMIC INELASTIC STORY DRIFTS AS PROVIDED IN THIS SECTION OF THESE GENERAL NOTES AND AS DEFINED IN ASCE 7 SECTION 12.8.6. 6.2.6.ANCHORAGE TO CONCRETE: PORTIONS OF THE STAIR SYSTEM ANCHORED TO CONCRETE SHALL BE DESIGNED FOR THE OVERSTRENGTH FACTOR, Ω0 AS DEFINED IN ASCE 7 TABLE 13.5-1. 6.3.NEED NOT APPLY CONCURRENTLY WITH OTHER HANDRAIL AND GUARDRAIL LOADS; APPLIED OVER NOT MORE THAN A 1’x1’ AREA. 6.4.UNLESS NOTED OTHERWISE, POINT LOADS ARE TO BE DISTRIBUTED OVER A 2-1/2 ’x2-1/2’ AREA AND LOCATED TO PRODUCE MAXIMUM LOAD EFFECTS ON STRUCTURAL MEMBERS. 7.DESIGN DEAD LOADS: FOR OPEN WEB STEEL JOIST DESIGN ROOF DEAD LOAD, TOTAL 15 PSF OWSJ ADDITIONAL LOAD 500 LB POINT LOAD TO BE APPLIED AT ANY PANEL POINT ON THE TOP OR BOTTOM CHORD OF EACH JOIST (WHEREVER IT PRODUCES THE HIGHEST STRESS) Solar Readiness 4 PSF 8.DEFLECTION LIMITS FOR SSE / BIDDER-DESIGNED ELEMENTS: VERTICAL [NOTE 8.1]LIMIT ROOF MEMBERS, DEAD + LIVE/SNOW/WIND, TOTAL LOAD (TL) L / 240 ROOF, LIVE/SNOW/WIND LOAD (RLL)L / 360 MEMBERS SUPPORTING MASONRY L / 1200 OR 1/4″ MAX MASONRY DL ONLY OPERABLE PARTITION SUPPORT MEMBERS L / 600 OR 1/4″ MAXIMUM HORIZONTAL [NOTE: 8.2] MEMBERS SUPPORTING BRITTLE FINISHES L / 240 MEMBERS SUPPORTING FLEXIBLE FINISHES L / 180 MEMBERS SUPPORTING MASONRY L / 600 AT 0.7E OR 0.7 * C&C WIND LOAD INTERSTORY DRIFT 0.020 * STORY HEIGHT 8.1.MAXIMUM VERTICAL DEFLECTION IS WHICHEVER CRITERIA YIELDS LESS DEFLECTION. L IS THE CLEAR SPAN LENGTH IN INCHES. 8.2.WIND LOAD IS REDUCIBLE TO 0.42 * THE COMPONENT AND CLADDING (C&C) LOADS PER TABLE 1604.3 FOOTNOTE F. 01.20.00 SUBMITTALS 1.SUBMIT FOR REVIEW: SUBMITTALS OF SHOP DRAWINGS AND PRODUCT DATA ARE REQUIRED FOR ITEMS NOTED IN THE INDIVIDUAL MATERIALS SECTIONS OF THESE GENERAL NOTES AND FOR BIDDER-DESIGNED ELEMENTS. 2.SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS OR TEN WORKING DAYS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION. 3.GENERAL CONTRACTOR ’S PRIOR REVIEW: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER; THEREFORE, THEY MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR ’S REVIEW STAMP AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. 4.SHOP DRAWING REVIEW: ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE FROM. THE SER WILL RETURN SUBMITTALS IN THE FORM IN WHICH THEY ARE SUBMITTED (EITHER HARD COPY OR ELECTRONIC). FOR HARD COPY SUBMITTALS, THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE REQUIRED NUMBER OF COPIES TO THE SER FOR REVIEW. 5.SHOP DRAWING DEVIATIONS: WHEN SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) DIFFER FROM OR ADD TO THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS, THEY SHALL BE DESIGNED AND STAMPED BY THE RESPONSIBLE SSE. 01.30.00 DEFERRED SUBMITTALS 1.BIDDER-DESIGNED ELEMENTS: SUBMIT “BIDDER-DESIGNED” DEFERRED SUBMITTALS TO THE ARCHITECT AND SER FOR REVIEW. THE DEFERRED SUBMITTALS SHALL ALSO BE SUBMITTED TO THE CITY FOR APPROVAL IF REQUIRED BY THE CITY. DESIGN OF PREFABRICATED, “BIDDER-DESIGNED,” MANUFACTURED, PRE-ENGINEERED, OR OTHER FABRICATED PRODUCTS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1.1.DESIGN CONSIDERS TRIBUTARY DEAD, LIVE, WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY THE IBC. 1.2.DESIGN WITHIN THE DEFLECTION LIMITS NOTED IN THESE GENERAL NOTES AND AS SPECIFIED OR REFERENCED IN THE IBC. 1.3.DESIGN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANDARDS OF THE GOVERNING CODE. 1.4.SUBMITTAL SHALL INCLUDE: 1.4.1.CALCULATIONS PREPARED, STAMPED, AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE. 1.4.2.ENGINEERED COMPONENT DESIGN DRAWINGS ARE PREPARED, STAMPED, AND SIGNED BY THE SSE. 1.4.3.PRODUCT DATA, TECHNICAL INFORMATION AND MANUFACTURER ’S WRITTEN REQUIREMENTS, AND AGENCY APPROVALS AS APPLICABLE. 1.4.4.THE SSE MAY SUBMIT TO THE ARCHITECT/ENGINEER A REQUEST TO UTILIZE RELEVANT ALTERNATE DESIGN CRITERIA OF SIMILAR NATURE AND GENERAL EQUIVALENCY WHICH IS RECOGNIZED BY THE CODE AND ACCEPTABLE TO THE AHJ. SUBMIT ADEQUATE DOCUMENTATION OF DESIGN. 2.GENERAL CONTRACTOR ’S PRIOR REVIEW: 2.1.ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW OF THE SSE COMPONENT DRAWINGS, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. 2.2.REVIEW OF THE SSE'S SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) IS FOR COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. 2.3.ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER ’S INSTRUCTIONS OR THE SSE ’S DESIGN DRAWINGS AND CALCULATIONS. 2.4.BIDDER-DESIGNED ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: 2.4.1.OPEN WEB STEEL JOISTS AND GIRDERS 2.4.2.STEEL STAIRS 2.4.3.HANDRAILS, GUARDRAILS, AND BALCONY RAIL ANCHORAGES 2.4.4.EXTERIOR CLADDING SYSTEMS: CURTAIN WALL SYSTEMS, PRE-ENGINEERED PANELS 2.4.5.ROOF MOUNTED COMPONENTS: SKYLIGHTS, HATCHES 2.4.6.MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER HANGER PLANS 2.4.7.TEMPORARY SHORING SYSTEMS 2.4.8.PRECAST STRUCTURAL ELEMENTS 2.4.9.COLD-FORMED METAL STUDS - EXTERIOR WALL ASSEMBLIES 2.4.10.COLD-FORMED METAL STUDS - FRAMING INTERIOR WALLS INCLUDING PARTIAL HEIGHT 2.4.11.FAÇADE ACCESS EQUIPMENT / LIFELINE SUPPORTS 01.40.00 INSPECTIONS, QUALITY ASSURANCE, AND TEST REQUIREMENTS 1.INSPECTIONS: FOUNDATIONS, FOOTINGS, AND UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. 2.SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTS: SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTING SHALL BE DONE IN ACCORDANCE WITH IBC CHAPTER 17, THE STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS LISTED IN THESE DRAWINGS, AND THE AHJ STATEMENT OF SPECIAL INSPECTION AND/OR STATEMENT OF STRUCTURAL OBSERVATIONS. 3.STRUCTURAL OBSERVATION: 3.1.STRUCTURAL OBSERVATION FOR THIS PROJECT IS REQUIRED PER IBC SECTION 1704.6. THE CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW REQUIRED STRUCTURAL OBSERVATIONS TO OCCUR. REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, CONTRACTOR, SPECIAL INSPECTOR, AND AHJ. 3.1.1.THE FREQUENCY AND EXTENT OF OBSERVATIONS IS AT THE DISCRETION OF THE STRUCTURAL OBSERVER. 3.1.2.ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE STRUCTURAL OBSERVER REQUIRE OBSERVATION. 3.1.3.FOR REPETITIVE OR SIMILAR STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE. 3.1.4.THE FOLLOWING SIGNIFICANT STAGES OF CONSTRUCTION REQUIRE OBSERVATION: 3.1.4.1.PRIOR TO FOUNDATION CONCRETE PLACEMENT 3.1.4.2.DURING CMU, STUD, AND SHEAR WALL CONSTRUCTION 3.1.4.3.DURING ROOF FRAMING 3.1.4.4.AFTER ROOF DIAPHRAGM IS COMPLETE PRIOR TO ROOFING 4.CONTRACTOR RESPONSIBILITY: PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE CONTRACTOR IS REQUIRED TO PROVIDE THE AHJ A SIGNED, WRITTEN ACKNOWLEDGEMENT OF THE CONTRACTOR ’S RESPONSIBILITIES ASSOCIATED WITH THE STATEMENT OF SPECIAL INSPECTIONS, PREVIOUSLY REFERENCED, ADDRESSING THE REQUIREMENTS LISTED IN IBC SECTION 1704.4. THE CONTRACTOR IS REFERRED TO IBC SECTIONS 1705.13.5 AND 1705.13.6 FOR ARCHITECTURAL AND MEP BUILDING SYSTEMS THAT MAY BE SUBJECT TO ADDITIONAL INSPECTIONS (BASED ON THE BUILDING’S DESIGNATED SEISMIC DESIGN CATEGORY LISTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES), INCLUDING ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS, PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE, OR HIGHLY TOXIC MATERIALS, ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER, EXTERIOR WALL PANELS, AND SUSPENDED CEILING SYSTEMS. 02.00.00 SOILS AND FOUNDATION 1.REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 “SOILS AND FOUNDATIONS ” 2.GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN GEOTECHNICAL ENGINEERING REPORT, PASCO AQUATICS FACILITY, PBS PROJECT 66551.000 BY PBS DATED SEPTEMBER 26, 2024 WERE USED FOR DESIGN. 3.CONTRACTOR ’S RESPONSIBILITIES: CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION PROCEDURES, GROUND WATER MANAGEMENT, AND STEEP SLOPE BEST MANAGEMENT PRACTICES. 4.GEOTECHNICAL SUBGRADE INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND PREPARED SOIL BEARING SURFACES PRIOR TO THE PLACEMENT OF FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION BEARING PRESSURE(S)” SHOWN BELOW. 5.DESIGN SOIL VALUES: SAFETY FACTOR PER SOILS REPORT 1.5 ALLOWABLE FOUNDATION BEARING PRESSURE 2,500 PSF PASSIVE LATERAL PRESSURE 200 PSF/FT ACTIVE LATERAL PRESSURE (UNRESTRAINED)35 PSF/FT AT-REST LATERAL PRESSURE (RESTRAINED)58 PSF/FT COEFFICIENT OF SLIDING FRICTION 0.40 6.FOUNDATIONS AND FOOTINGS: FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24″ BELOW FINISH GRADE UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 7.FOOTING DEPTH: TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS. LOCATIONS OF STEPS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS. 8.SLABS-ON-GRADE: ALL SLABS-ON-GRADE SHALL BEAR ON COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT AND BARRIER MANUFACTURER ’S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES SPECIFIED BY THE ARCHITECT. 03.20.00 CONCRETE REINFORCEMENT 1.REFERENCE STANDARDS: CONFORM TO: 1.1.ACI 301 “STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE,” SECTION 3 “REINFORCEMENT AND REINFORCEMENT SUPPORTS ” 1.2.ACI SP-66 “ACI DETAILING MANUAL” 1.3.CRSI MSP “MANUAL OF STANDARD PRACTICE ” 1.4.ANSI/AWS D1.4 “STRUCTURAL WELDING CODE - REINFORCING STEEL ” 1.5.IBC CHAPTER 19 “CONCRETE ” 1.6.ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ” 1.7.ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS ” 2.SUBMITTALS: 2.1.CONFORM TO ACI 301 SECTION 3.1.2. SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND PLACEMENT LOCATIONS OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. 2.2.SUBMIT FACILITY-SPECIFIC TYPE III ENVIRONMENTAL PRODUCT DECLARATIONS (EPD) WITH THIRD-PARTY CERTIFICATION, INCLUDING EXTERNAL VERIFICATION, IN WHICH THE MANUFACTURER IS EXPLICITLY RECOGNIZED AS A PARTICIPANT BY THE PROGRAM OPERATOR FOR A MINIMUM OF 90% OF STEEL REINFORCEMENT. EPDS MUST CONFORM TO ISO 14025 AND EN 15804 OR ISO 21930 AND HAVE AT LEAST A CRADLE-TO-GATE SCOPE. 3.LIFTING REQUIREMENTS FOR TILT-UP PANELS: THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND DETAILING ADDITIONAL REINFORCEMENT REQUIRED FOR LIFTING & ERECTING PANELS AND FOR TEMPORARILY BRACING THE PANELS AGAINST WIND OR OTHER FORCES THAT MAY OCCUR DURING CONSTRUCTION AND UNTIL CONNECTIONS TO THE PERMANENT STRUCTURAL SYSTEM ARE COMPLETED. 4.MATERIALS: REINFORCING BARS [NOTE 4.1] ASTM A615, GRADE 60, DEFORMED BARS ASTM A706, GRADE 60, DEFORMED BARS SMOOTH WELDED WIRE FABRIC ASTM A1064 BAR SUPPORTS CRSI MSP CHAPTER 3 TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED 4.1.ASSUME GRADE 60 REINFORCEMENT UNLESS NOTED OTHERWISE ON PLAN. REFERENCE PLANS FOR HIGH STRENGTH REINFORCING LOCATIONS, INDICATED BY (GR 80) OR (GR 100). 5.FABRICATION: CONFORM TO ACI 301 SECTION 3.2.2 AND ACI SP-66. 6.WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301 SECTION 3.2.2.2 AND AWS D1.4, AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. 7.PLACING: CONFORM TO ACI 301 SECTION 3.3.2. PLACING TOLERANCES SHALL CONFORM TO ACI 117. 8.CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE ON PLAN: CONCRETE CAST AGAINST EARTH 3″ CONCRETE EXPOSED TO EARTH OR WEATHER 2″ TIES IN COLUMNS AND BEAMS 1-1/2″ BARS IN SLABS 3/4″ BARS IN WALLS 3/4″ 9.SPLICES: CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE IN THESE DRAWINGS FOR TYPICAL REINFORCEMENT SPLICES. SPLICES INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE SER. FOR REINFORCING WITHIN THE LATERAL SYSTEM SHEAR WALLS AND REINFORCING CONNECTING THE DIAPHRAGM SLAB TO THE LATERAL SYSTEM, MECHANICAL SPLICE STRENGTH IS INCREASED TO DEVELOP 125% OF THE SPECIFIED TENSILE STRENGTH OF THE SPLICES BAR. 10.FIELD BENDING: CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES REQUIRE PREHEATING. DO NOT TWIST BARS. BARS SHALL NOT BE BENT PAST 45°. 03.30.00 CAST-IN-PLACE CONCRETE 1.REFERENCE STANDARDS: CONFORM TO: 1.1.ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE ” 1.2.IBC CHAPTER 19 “CONCRETE ” 1.3.ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ” 1.4.ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS ” Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:31 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S0.02 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y GENERAL NOTES 2.FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL SP-15. 3.CONCRETE MIXTURES: CONFORM TO ACI 301 SECTION 4 AND IBC SECTION 1904.1. 4.MATERIALS: CONFORM TO ACI 301 SECTION 4.2.1 FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER, AND ADMIXTURES. 5.SUBMITTALS: 5.1.PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION 26.4.3.1(B). 6.MIX DESIGN REQUIREMENTS [NOTES 7.1 TO 7.8, TYPICAL UNO] FOOTINGS STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXTERIOR SLABS ON GRADE & SIDEWALKS STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% INTERIOR SLABS ON GRADE STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ MAX W/C RATIO 0.5 7.MIX DESIGN REQUIREMENT NOTES: 7.1.W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY REQUIREMENTS GIVEN IN ACI 318 SECTION 19.3. W/C RATIOS MAY BE EXCEEDED WITH APPROVAL OF SER AS LONG AS POTENTIAL SHRINKAGE IMPACTS ARE ACCOUNTED FOR. 7.2.CEMENTITIOUS MATERIALS: 7.2.1.DCI ENCOURAGES THE REDUCTION OF CEMENT CONTENT AND/OR THE USE OF ALTERNATE CEMENTITIOUS MATERIALS. WHERE REQUIREMENTS OF THIS SECTION PROHIBIT INCLUSION OF ANY OF THESE MIXES, CONTACT DCI FOR FURTHER COORDINATION. 7.2.2.CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 26.4.1.1.1(A). 7.2.3.FOR CONCRETE USED IN ELEVATED FLOORS, MINIMUM CEMENTITIOUS MATERIALS CONTENT SHALL CONFORM TO ACI 301 TABLE 4.2.1.1(B). ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING SUPPORTING DATA TO THE SER FOR REVIEW AND ACCEPTANCE. 7.3.AIR CONTENT: CONFORM TO ACI 318 SECTION 19.3.3.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. TOLERANCE IS ±1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. 7.4.AGGREGATES SHALL CONFORM TO ASTM C33. 7.5.SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.1. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. 7.6.NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR ’S OPTION. 7.7.ACI 318 SECTION 19.3.1.1 EXPOSURE CLASSES SHALL BE ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 8.STRENGTH TESTING AND ACCEPTANCE: 8.1.TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.7.3.3. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW AND SHOULD BE STANDARD CURED PER ACI SECTION 26.5.3.2. 8.1.1.CURE FOUR CYLINDERS FOR 28-DAY TEST AGE. TEST ONE CYLINDER AT 7 DAYS, TEST TWO CYLINDERS AT 28 DAYS, AND HOLD ONE CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS. 8.1.2.THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE 6 ″x12″ CYLINDERS. IF 4″x8″ CYLINDERS ARE TO BE USED, ADDITIONAL CYLINDERS MUST BE CURED FOR TESTING OF THREE CYLINDERS AT TEST AGE PER THE TABLE OF MIX DESIGN REQUIREMENTS IN THESE GENERAL NOTES. 8.2.ACCEPTANCE: 8.2.1.STRENGTH IS SATISFACTORY WHEN THE AVERAGES OF ALL SETS OF THREE CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH AND NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. 8.2.2.A “TEST” FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO 6 ″x12″ CYLINDERS OR THREE 4 ″x8″ CYLINDERS TESTED AT THE SPECIFIED TEST AGE. 9.MEASURING, MIXING, AND DELIVERY: CONFORM TO ACI 301 SECTION 4.3. 10.HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SECTION 5. IN ADDITION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305R AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R. 11.CONCRETE CURING: PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: 11.1.USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO CONCRETE. 11.2.APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C309 AND THE MANUFACTURER ’S RECOMMENDATIONS. 11.3.APPLY SPECIFIED CURING COMPOUND TO CONCRETE SLABS AS SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE (WITHIN TWO HOURS AND AFTER SURFACE WATER SHEEN HAS DISAPPEARED). APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER IN ACCORDANCE WITH MANUFACTURER ’S DIRECTIONS. RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. 11.4.USE CURING COMPOUND COMPATIBLE WITH AND APPLIED UNDER DIRECTION OF SYSTEM MANUFACTURER OF PROTECTIVE SEALER. 11.5.APPLY TWO SEPARATE COATS WITH FIRST ALLOWED TO BECOME TACKY BEFORE APPLYING SECOND. DIRECTION OF SECOND APPLICATION SHALL BE AT RIGHT ANGLES TO DIRECTION OF FIRST. 12.CONSTRUCTION JOINTS: CONFORM TO ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3(A) FOR REVIEW AND APPROVAL BY THE SER TWO WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDANT, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 13.EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS, AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. 14.GROUT: USE 7,000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES AND UNDER TILT-UP PANELS. 15.GROUTED REBAR: SEE POST-INSTALLED ANCHORS TO CONCRETE SECTION OF THESE GENERAL NOTES. 16.POST-INSTALLED ANCHORS TO CONCRETE: ANCHOR LOCATION, TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE THE POST-INSTALLED ANCHORS SECTION OF THESE GENERAL NOTES FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-EVALUATION SERVICE REPORT (ESR). SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. 17.BONDING AGENT: USE MASTEREMACO ADH 326. APPLY IN ACCORDANCE WITH MANUFACTURER ’S INSTRUCTIONS. 18.JOINT COMPOUND: PROVIDE ACID RESISTANT SILICONE CAULK WHERE NOTED ON THE DRAWINGS. SUBMIT PRODUCT DATA FOR REVIEW. 19.LEAN CONCRETE BACKFILL: CONFORM TO RECOMMENDATIONS OF ACI 229R FOR MIXING AND PLACING LEAN CONCRETE BACKFILL SHOWN ON THE DRAWINGS. USE 100 PSI MIX FOR BACKFILL NOT UNDER FOOTINGS. USE 300 PSI MIX FOR BACKFILL BELOW FOOTINGS. USE STANDARD SLUMP TEST TO VERIFY FLOWABILITY. TEST IN ACCORDANCE WITH ASTM D 4832-10. 20.SHRINKAGE: CONVENTIONAL AND POST-TENSIONED CONCRETE SLABS WILL CONTINUE TO SHRINK AFTER INITIAL PLACEMENT AND STRESSING OF CONCRETE. CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE JOINTING AND INTERIOR MATERIAL FINISHES TO PROVIDE ADEQUATE TOLERANCE FOR EXPECTED STRUCTURAL FRAME SHRINKAGE AND SHALL INCLUDE, BUT NOT BE LIMITED TO, CURTAIN WALL, DRYVIT, STOREFRONT, SKYLIGHT, FLOOR FINISH, AND CEILING SUPPLIERS. CONTACT ENGINEER FOR EXPECTED RANGE OF SHRINKAGE. 21.FLOOR FINISHES: THE CONTRACTOR MUST PROVIDE AND CORRECTLY INSTALL AN ISOLATION MEMBRANE AND PROPERLY DETAILED EXPANSION JOINTS TO HELP MINIMIZE CRACKING OF FINISHES WITH CEMENTITIOUS SETTING BEDS OR FINISH PROPERTIES (TILE, STONE, TERRAZZO, CONCRETE TOPPING, ETC.). THE EXPANSION JOINTS SHALL BE SIZED FOR AN EXPECTED SHORTENING MOVEMENT OF 0.01 IN/FT. 22.CONCRETE PLACEMENT TOLERANCE: CONFORM TO ACI 117 FOR CONCRETE PLACEMENT TOLERANCE. 04.22.00 REINFORCED UNIT MASONRY 1.REFERENCE STANDARDS: CONFORM TO: 1.1.IBC CHAPTER 21 “MASONRY” 1.2.TMS 402 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ” 1.3.TMS 602 “SPECIFICATION FOR MASONRY STRUCTURES ” 1.4.ACI SP-66 “ACI DETAILING MANUAL” INCLUDING ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCEMENT ” 1.5.ANSI/AWS D1.4 “STRUCTURAL WELDING CODE - REINFORCING STEEL ” 2.SUBMITTALS: CONFORM TO TMS 602 ARTICLE 1.5. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING: 2.1.MASONRY REINFORCEMENT, SIZE, LAYOUT, AND GRADE IN ACCORDANCE WITH PLANS. 2.2.MATERIAL CERTIFICATES FOR ALL STEEL REINFORCING, ANCHORS, TIES, AND METAL ACCESSORIES CERTIFYING COMPLIANCE WITH REQUIRED STRENGTH, GRADE, AND ASTM STANDARDS. 2.3.CERTIFICATION LETTERS FOR MASONRY BLOCK AND GROUT MIX DESIGN CERTIFYING COMPLIANCE WITH REQUIRED STRENGTH AND RESPECTIVE ASTM STANDARDS. 2.4.MIX DESIGNS FOR EACH GROUT MIX INDICATING TYPE AND PROPORTIONS OF INGREDIENTS IN COMPLIANCE WITH PROPORTION SPECIFICATION. 2.5.LOCATION OF EXPANSION AND CONTROL JOINTS. 2.6.PRODUCT INFORMATION, ICC-ESRS, AND MATERIAL CERTIFICATIONS CERTIFYING COMPLIANCE FOR ALL NON- PRE-APPROVED POST-INSTALLED ANCHORS. 2.7.HOT AND/OR COLD WEATHER CONSTRUCTION PROCEDURES. 2.8.HIGH GROUT LIFT PROCEDURES. 3.STRENGTH: THE ASSUMED COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLAGE, f'm , IS 2,000 PSI BASED ON TMS 602 ARTICLE 1.4B FOR CONCRETE AND CLAY MASONRY. 4.MATERIALS: 4.1.CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, MEDIUM WEIGHT (APPROX. 115 PCF) UNITS. PROVIDE 2,000 PSI COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. 4.2.CLAY OR SHALE MASONRY UNITS: CONFORM TO ASTM C652, GRADE SW, TYPE HBS OR HBX, “KLA-ALL” OR EQUIVALENT. PROVIDE 4,950 PSI COMPRESSIVE STRENGTH TO 2,000 PSI MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. 4.3.MORTAR: CONFORM TO ASTM C270, TYPE S, AND IBC SECTION 2103.2. 4.4.GROUT: CONFORM TO ASTM C476 AND IBC SECTION 2103.3 PROPORTION SPECIFICATIONS. USE FINE GROUT EXCEPT COARSE GROUT MAY BE USED WHERE PERMITTED BY TMS 602 TABLE 3.2.1. 4.5.REINFORCING BARS: CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS AND IBC SECTION 2103.4 UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE AS NOTED ON PLAN. FABRICATION SHALL BE IN ACCORDANCE WITH TMS 602 ARTICLE 2.7A. 4.6.JOINT REINFORCEMENT: CONFORM TO ASTM A951 AND IBC SECTION 2103.4. 4.7.ANCHORS, TIES, AND ACCESSORIES: CONFORM TO IBC SECTION 2103.4 AND TMS 602 ARTICLE 2.4D. 4.8.WATER: SHALL BE CLEAN AND POTABLE. 4.9.ADMIXTURES: ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY THE SER. 4.10.POST-INSTALLED ANCHORS IN MASONRY: REFERENCE THE POST-INSTALLED ANCHORS SECTION OF THESE GENERAL NOTES FOR APPLICABLE POST-INSTALLED ANCHORS TO MASONRY. 4.11.SECOND-HAND UNITS: SHALL NOT BE USED UNLESS APPROVED BY THE SER. 5.QUALITY ASSURANCE (f'm = 2,000 PSI): CONFORM TO IBC SECTION 2105. 5.1.MASONRY UNITS: A LETTER OF CERTIFICATION FROM THE MANUFACTURER OF THE UNITS SHALL BE PROVIDED TO THE SER PRIOR TO THE DELIVERY OF THE UNITS TO THE JOBSITE TO ENSURE THE UNITS COMPLY WITH THE COMPRESSIVE STRENGTH SPECIFIED ABOVE AND ASTM C90. 5.2.GROUT: A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE GROUT SHALL BE PROVIDED TO THE SER PRIOR TO DELIVERY OF THE GROUT TO THE JOBSITE TO ENSURE THAT THE GROUT COMPLIES WITH ASTM C476. 5.3.MORTAR: NO MORTAR TESTING IS REQUIRED. 6.DELIVERY, STORAGE, AND HANDLING: DELIVERY, STORAGE, AND HANDLING OF MATERIALS USED FOR MASONRY CONSTRUCTION SHALL BE PER TMS 602 ARTICLE 1.7. 7.SPECIAL INSPECTION: SPECIAL INSPECTIONS SHALL BE PERFORMED PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. 8.ANCHORS, TIES, AND CONNECTORS: MASONRY ANCHORS, TIES, AND CONNECTORS SHALL BE AS SPECIFIED ON STRUCTURAL DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. 9.EMBEDDED ITEMS: EMBEDDED ITEMS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH TMS 402 SECTION 6.1 AND INSTALLED IN ACCORDANCE WITH TMS 602 ARTICLE 3.3D. POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS, AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING GROUT. CONTRACTOR SHALL REFER TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. AND COORDINATE ALL EMBEDDED ITEMS. 10.POST-INSTALLED ANCHORS TO MASONRY: ANCHOR LOCATION, TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE THE POST-INSTALLED ANCHORS SECTION OF THESE GENERAL NOTES FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-ESR. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. 11.MASONRY REINFORCING STEEL: 11.1.MASONRY REINFORCING SHALL BE AS NOTED ON PLANS AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH IBC SECTIONS 2106 AND 2107 AND TMS 602 ARTICLE 6.1. 2106 AND 2108 AND TMS 602 ARTICLE 6.1. 11.2.MASONRY SHALL BE CONSTRUCTED WITHIN THE TOLERANCES SPECIFIED IN TMS 602. 11.3.UNLESS NOTED OTHERWISE PLAN, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: 8″ CMU WALL VERTICAL BARS #5 @ 24″ OC RUNNING BOND HORIZONTAL BARS (2) #4 @ 48″ OC STACK BOND HORIZONTAL BARS (2) #5 @ 48″ OC 11.4.BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE PROVIDED AT 48 ″ OC, ALL FLOOR AND ROOF LINES, AND THE TOP OF THE WALL. PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL OPENINGS AND EXTEND THESE BARS 2' PAST THE OPENING ON EACH SIDE. PROVIDE A BAR OR BARS VERTICALLY FOR THE FULL HEIGHT OF THE WALL ON EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1 ’-6″ OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS THE WALL REINFORCING. REINFORCING STEEL SHALL BE AS SPECIFIED UNDER MATERIALS SECTION OF THESE GENERAL NOTES. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. ALL BARS SHALL BE LAPPED A MINIMUM OF 48 DIAMETERS OR 1 ’-6″, WHICHEVER IS LARGER, UNLESS NOTED OTHERWISE ON PLAN. 12.LINTELS: REINFORCED MASONRY LINTELS TO BE INSTALLED OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON PLAN. DO NOT SPLICE REINFORCING BARS WITHIN LINTELS AND MAINTAIN 8 ″ OF BEARING MINIMUM ON EACH SIDE. UNLESS NOTED OTHERWISE ON PLAN, THE MINIMUM REINFORCEMENT FOR LINTELS IN 8 ″ MASONRY SHALL BE AS FOLLOWS: 12.1.OPENINGS UP TO 42 ″ WIDE: (2) #4 AT BOTTOM WEB OF 8 ″-DEEP LINTEL 12.2.OPENINGS 42″ TO 78″ WIDE: (2) #4 AT BOTTOM WEB OF 16 ″-DEEP LINTEL 12.3.OPENINGS OVER 78 ″ WIDE: REINFORCE PER DRAWINGS 13.CONSTRUCTION: MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SECTION 2104 AND TMS 602 PART 3. 14.COLD AND HOT WEATHER CONSTRUCTION: COLD AND HOT WEATHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 602 ARTICLES 1.8C AND 1.8D. 15.BLOCK PATTERN: USE RUNNING BOND UNLESS NOTED OTHERWISE. FOR STACK BOND, FOLLOW CRITERIA IN TMS 402 SECTION 4.5. 16.GROUTED CELLS: FILL THOSE CELLS WHICH CONTAIN REINFORCING STEEL WITH GROUT UNLESS NOTED OTHERWISE ON PLAN. MINIMUM GROUTING SPACES AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402 SECTIONS 3.2 AND 3.5. 17.GROUT POUR HEIGHT: GROUT POUR HEIGHT SHALL NOT EXCEED HEIGHT SPECIFIED IN TMS 602 ARTICLE 3.5C. 17.1.MASONRY BLOCKS SHALL BE ADEQUATELY BRACED TO WITHSTAND FLUID PRESSURES OF GROUT POUR, SEE TEMPORARY BRACING SECTION THESE GENERAL NOTES. 18.GROUT LIFTS: UNLESS NOTED OTHERWISE, GROUT LIFTS AND POUR HEIGHT SHALL NOT EXCEED 5 ’-4″. GROUT LIFTS SHALL NOT EXCEED SPACING OF INTERMEDIATE REINFORCED BOND BEAMS. GROUT LIFTS EXCEEDING 5 ’-4″ SHALL BE APPROVED BY THE SER. 19.REINFORCING COVER AND CLEARANCE REQUIREMENTS: UNLESS NOTED OTHERWISE: 19.1.CLEAR DISTANCE BETWEEN PARALLEL BARS (AND BETWEEN ADJACENT PAIRS OF LAP SPLICED BARS) SHALL BE EQUAL TO THE ADJACENT BAR DIAMETER (FOR BARS GREATER THAN #8), AND NOT LESS THAN: 19.1.1.1″ AT 8″ AND SMALLER BLOCK 19.1.2.2″ AT 10″ BLOCK 19.1.3.3″ AT 12″ BLOCK 19.2.CLEARANCE (CLEAR SPACE) BETWEEN THE BLOCK AND THE REINFORCING SHALL BE: 19.2.1.1/4″ AT FINE GROUT 19.2.2.1/2″ AT COURSE GROUT 19.3.MASONRY COVER (INCLUDING GROUT AND BLOCK WALL) AT MASONRY FACE EXPOSED TO EARTH OR WEATHER SHALL BE: 19.3.1.1-1/2″ MINIMUM 19.3.2.2″ FOR BARS #6 AND LARGER 20.CONTROL AND EXPANSION JOINTS: REFERENCE DRAWINGS FOR TYPICAL DETAILS OF MASONRY CONTROL AND EXPANSION JOINTS. LOCATION OF CONTROL AND EXPANSION JOINTS SHALL BE APPROVED BY THE SER. UNLESS NOTED OTHERWISE ON PLAN, INSTALL CONTROL AND EXPANSION JOINTS AT THE FOLLOWING: 20.1.CONTINUOUS WALLS: VERTICAL JOINTS AT THE LESSER OF 1.5 * THE WALL HEIGHT OR 25 ’ OC MAXIMUM. 20.2.CORNERS AND INTERSECTING WALLS: FIRST VERTICAL JOINT FROM THE CORNER AT LESSER OF 1.25 * THE WALL HEIGHT OR 16’ OC MAXIMUM. 20.3.ABRUPT CHANGES IN WALL HEIGHT AND WALL THICKNESS SUCH AS ADJACENT TO COLUMNS OR PILASTERS. 21.TEMPORARY BRACING: CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF MASONRY DURING CONSTRUCTION. REFERENCE CONTRACTOR RESPONSIBILITIES SECTION OF THESE GENERAL NOTES FOR FURTHER INFORMATION AND REQUIREMENTS. 05.05.19 POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) 1.REFERENCE STANDARDS: CONFORM TO: 1.1.IBC CHAPTER 19 “CONCRETE ” 1.2.ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ” 1.3.IBC CHAPTER 21 “MASONRY” 1.4.TMS 402 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ” 2.POST-INSTALLED ANCHORS: INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY THE SER. ALL POST-INSTALLED ANCHOR TYPES AND LOCATIONS SHALL BE APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-ESR THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE STRENGTH EXCEEDS THE REQUIRED STRENGTH. SUBMIT CURRENT MANUFACTURER ’S DATA AND ICC-ESR TO THE SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ICC-ESR AND THE MANUFACTURER ’S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER ’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE SER AS REQUESTED. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI OR AN APPROVED EQUIVALENT. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF POST-INSTALLED ANCHORS. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. ANCHOR TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 2.1.ADHESIVE ANCHORS: THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE OR MASONRY AS APPLICABLE AND IN ACCORDANCE WITH THE CORRESPONDING CURRENT ICC ESR REPORT. REFERENCE THE CORRESPONDING ICC-ESR FOR REQUIRED MINIMUM AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION, LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION REQUIREMENTS. DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS OR NOT LESS THAN SEVEN TIMES THE ANCHOR NOMINAL DIAMETER (7D). ADHESIVE ANCHORS ARE TO BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS UNLESS OTHERWISE SPECIFIED IN THE ICC-ESR. HILTI “HIT-HY 200-R V3” - ICC-ESR 4868 FOR ANCHORAGE TO CONCRETE SIMPSON “SET-3G” - ICC-ESR 4057 FOR ANCHORAGE TO CONCRETE ONLY AND ICC-ESR 4844 FOR ANCHORAGE TO MASONRY 2.2.EXPANSION ANCHORS: THE FOLLOWING EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: HILTI “KB TZ2” - ICC-ESR 4266 FOR ANCHORAGE TO CONCRETE, ICC-ESR 4561 FOR ANCHORAGE TO MASONRY SIMPSON “STRONG-BOLT 2 ” - ICC-ESR 3037 FOR ANCHORAGE TO CONCRETE, IAPMO 240 TO MASONRY 2.3.SCREW ANCHORS: THE FOLLOWING SCREW TYPE ANCHOR IS PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: SIMPSON “TITEN HD” - ICC-ESR 2713 FOR CARBON STEEL TO CONCRETE, ICC-ESR 1056 FOR MASONRY ONLY, IAPMO 493 FOR STAINLESS STEEL TO CONCRETE HILTI “KH-EZ” - ICC-ESR 3027 FOR ANCHORAGE TO CONCRETE 05.12.00 STRUCTURAL STEEL 1.REFERENCE STANDARDS: CONFORM TO: 1.1.IBC CHAPTER 22 “STEEL” 1.2.ANSI/AISC 303 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES ” 1.3.AISC “MANUAL OF STEEL CONSTRUCTION ” 1.4.ANSI/AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ” 1.5.AWS D1.1 “STRUCTURAL WELDING CODE - STEEL ” 1.6.RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS ” 1.7.ANSI/AISC 341 “SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS ” 1.8.AWS D1.8 “STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT ” 2.SPECIAL PROVISIONS FOR ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS): SELECTED STEEL ELEMENTS OF THIS PROJECT ARE PART OF THE ”SEISMIC FORCE RESISTING SYSTEM” (SFRS) AND THUS ARE SUBJECT TO SPECIAL REQUIREMENTS DETAILED IN THE AISC SEISMIC PROVISIONS. ELEMENTS OF THE SFRS ARE DESIGNATED ON PLAN. REFER TO THE DRAWING LEGEND FOR SYMBOLS USED TO DESIGNATE ELEMENTS ON THE PLANS AND STRUCTURAL STEEL SEISMIC PROVISIONS SECTION OF THESE GENERAL NOTES FOR SUPPLEMENTAL REQUIREMENTS. 3.SUBMITTALS: SUBMIT THE FOLLOWING DOCUMENTS TO THE SER FOR REVIEW: 3.1.SHOP DRAWINGS COMPLYING WITH AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 3.2.ERECTION DRAWINGS COMPLYING AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 3.3.WELD PROCEDURE SPECIFICATIONS (WPS'S) FOR SHOP AND FIELD WELDING. 3.4.MANUFACTURER ’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 3.5.CHARPY V-NOTCH (CVN) IMPACT TEST RESULTS PER ASTM A6 SUPPLEMENTARY REQUIREMENT S30 FOR HOT- ROLLED SHAPES WITH FLANGES EXCEEDING 2 ″ AS REQUIRED PER AISC 360 SECTION A3.1C. 4.COPIES: MAKE COPIES OF THE FOLLOWING DOCUMENTS AVAILABLE UPON REQUEST TO THE SER OR OWNER ’S INSPECTION AGENCY IN ELECTRONIC OR PRINTED FORM PRIOR TO FABRICATION PER AISC 360 SECTION N3.2 REQUIREMENTS: 4.1.FABRICATOR’S WRITTEN QUALITY CONTROL MANUAL THAT INCLUDES, AS A MINIMUM: 4.1.1.MATERIAL CONTROL PROCEDURES 4.1.2.INSPECTION PROCEDURES 4.1.3.NON-CONFORMANCE PROCEDURES 4.2.STEEL AND ANCHOR ROD SUPPLIERS ’ MATERIAL TEST REPORTS (MTRS) INDICATING COMPLIANCE WITH SPECIFICATIONS. 4.3.FASTENER MANUFACTURER ’S CERTIFICATION DOCUMENTING CONFORMANCE WITH THE SPECIFICATION. 4.4.FILLER METAL MANUFACTURER ’S PRODUCT DATA FOR SMAW, FCAW, AND GMAW INDICATING: 4.4.1.PRODUCT SPECIFICATION COMPLIANCE 4.4.2.RECOMMENDED WELDING PARAMETERS 4.4.3.RECOMMENDED STORAGE AND EXPOSURE REQUIREMENTS INCLUDING BAKING 4.4.4.LIMITATIONS OF USE 4.5.WELDED HEADED (SHEAR) STUD ANCHORS MANUFACTURER ’S CERTIFICATION INDICATING THEY MEET SPECIFICATIONS. 4.6.WPS'S FOR SHOP AND FIELD WELDING. 4.7.MANUFACTURER ’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 4.8.PROCEDURE QUALIFICATION RECORDS (PQRS) FOR WPS'S THAT ARE NOT PREQUALIFIED IN ACCORDANCE WITH AWS. 4.9.WELDING PERSONNEL PERFORMANCE QUALIFICATION RECORDS (WPQRS) AND CONTINUITY RECORDS CONFORMING TO AWS STANDARDS AND WABO STANDARDS AS APPLICABLE FOR WASHINGTON STATE PROJECTS. 5.MATERIALS: STRUCTURAL STEEL MATERIALS SHALL CONFORM TO MATERIALS AND REQUIREMENTS LISTED IN AISC 360 SECTION A3 INCLUDING, BUT NOT LIMITED TO: SHAPE TYPE WIDE FLANGE (W) AND TEE (WT) SHAPES ASTM A992, Fy = 50 KSI CHANNEL (C) AND ANGLE (L) SHAPES ASTM A36, Fy = 36 KSI PLATE (PL)ASTM A36, Fy = 36 KSI HIGH-STRENGTH PLATE (GR 50 PL)ASTM A572, Fy = 50 KSI SQUARE/RECT HSS ASTM A500, GRADE C, F y = 50 KSI HIGH-STRENGTH, HEAVY HEX BOLTS ASTM F3125 GRADE A325/F1852, TYPE 1 OR 3, PLAIN HEAVY HEX NUTS ASTM A563, GRADE AND FINISH PER RCSC TABLE 2.1 WASHERS (HARDENED FLAT OR BEVELED)ASTM F436, GRADE AND FINISH PER RCSC TABLE 2.1 ANCHOR RODS (ANCHOR BOLTS, TYPICAL)ASTM F1554, GRADE 36 MILD THREADED RODS ASTM A36, Fy = 36 KSI DEFORMED BAR ANCHORS (DBA)ASTM A496 - NELSON/TRW D2L, F y = 70 KSI 6.STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS: 6.1.ASTM F3125 GRADE A325-N | GRADE A490-N BOLTS - “THREADS NOT EXCLUDED IN THE SHEAR PLANE.” 6.2.HIGH-STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS “BEARING” CONNECTIONS. 6.3.PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE MATERIALS SECTION OF THESE GENERAL NOTES. 6.4.PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE HOLES PER RCSC TABLE 6.1. 6.5.PROVIDE NUT AND WASHER GRADES, TYPES, AND FINISHES CONFORMING TO RCSC TABLE 2.1. 6.6.PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER. 6.7.JOINT TYPES SHALL BE: 6.7.1.ST - “SNUG TIGHT,” FOR TYPICAL BEAM END “SHEAR” CONNECTIONS UNLESS NOTED OTHERWISE. 6.8.INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH RCSC SECTION 8 AND TABLE 4.1. 6.9.INSPECTION IS PER RCSC SECTION 9. 7.ANCHORAGE TO CONCRETE: 7.1.SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION: HEADED SHEAR STUDS WELDED (WHS) TO TOPS OF WIDE FLANGE BEAMS SHALL BE 3/4 ″ DIAMETER WITH NOMINAL STUD LENGTHS AS INDICATED. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM SHEAR STUD HEIGHT EQUAL TO THE METAL DECK DEPTH + 1-1/2 ″ AND A MAXIMUM SHEAR STUD HEIGHT THAT ALLOWS FOR 1/2 ″ OF CONCRETE COVER OVER THE STUD. 7.2.COLUMN ANCHOR RODS AND BASE PLATES: ALL COLUMNS (VERTICAL MEMBER ASSEMBLIES WEIGHING OVER 300 LB) SHALL BE PROVIDED WITH A MINIMUM OF FOUR 3/4 ″ DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST 3/4″ THICK UNLESS NOTED OTHERWISE. CAST-IN-PLACE ANCHOR RODS SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE ENGINEER. UNLESS NOTED OTHERWISE, EMBEDMENT OF CAST-IN- PLACE ANCHOR RODS SHALL BE 12 TIMES THE ANCHOR DIAMETER (12D). 7.3.EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: PL EMBEDDED IN CONCRETE WITH WHS OR DOWEL BAR ANCHORS (DBA) SHALL BE OF THE SIZES AND LENGTHS AS INDICATED ON THE PLANS WITH MINIMUM 1/2 ″ DIA x 6″ LONG WHS, BUT PROVIDE NOT LESS THAN 3/4 ″ INTERIOR COVER OR 1-1/2 ″ EXTERIOR COVER TO THE OPPOSITE FACE OF CONCRETE UNLESS NOTED OTHERWISE. 8.FABRICATION: 8.1.CONFORM TO AISC 360 SECTION M2 AND AISC 303 SECTION 6. 8.2.QUALITY CONTROL (QC) SHALL CONFORM TO: 8.2.1.AISC 360 CHAPTER N 8.2.2.AISC 303 SECTION 8 8.2.3.FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC PROCEDURES PER AISC 360 SECTION N3. 8.2.4.FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5 TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS, AND THE APPLICABLE BUILDING CODE. 8.2.5.QC INSPECTIONS MAY BE COORDINATED WITH QUALITY ASSURANCE (QA) INSPECTIONS PER AISC 360 SECTION N5.3 WHERE FABRICATORS QA PROCEDURES PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR. 9.WELDING: 9.1.WELDING SHALL CONFORM TO AWS D1.1 AND D1.8 AS APPLICABLE FOR SEISMIC ELEMENTS WITH PREQUALIFIED WELDING PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2 AND AISC 341 AS APPLICABLE. WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH WABO AND D1.8 (FOR DEMAND CRITICAL WELDS WHERE APPLICABLE) REQUIREMENTS. 9.2.USE 70 KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T AS APPROPRIATE FOR THE PROCESS SELECTED. 9.3.WELDING OF HIGH-STRENGTH ANCHOR RODS IS PROHIBITED UNLESS APPROVED BY ENGINEER. 9.4.WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 10.ERECTION: 10.1.CONFORM TO AISC 360 SECTION M4 AND AISC 303 SECTION 7. 10.2.CONFORM TO AISC 360 CHAPTER N AND AISC 303 SECTION 8. 10.2.1.THE ERECTOR SHALL MAINTAIN DETAILED ERECTION QC PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENTS AND THE CONTRACT DOCUMENTS. 10.3.STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC 303 SECTION 7.13. 10.4.HIGH-STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS INCLUDING RCSC SECTION 7.2, AS APPLICABLE AND AISC 360 CHAPTER J AND SECTIONS M2.5 AND N5.6. 10.5.WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 10.6.PROVIDE HEADED (SHEAR) STUD ANCHORS WELDED THROUGH THE METAL DECK TO TOPS OF BEAMS DENOTED IN PLANS. 10.7.THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTIONS 7.10 AND 7.11. 11.PROTECTIVE COATING REQUIREMENTS: 11.1.SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. 11.2.INTERIOR STEEL: 11.2.1.UNLESS NOTED OTHERWISE, DO NOT PAINT ANY OF THE STEEL SURFACES MEETING THE FOLLOWING CONDITIONS: 11.2.1.1.CONCEALED BY THE INTERIOR BUILDING FINISHES 11.2.1.2.FIREPROOFED 11.2.1.3.EMBEDDED IN CONCRETE 11.2.1.4.SPECIALLY PREPARED AS A “FAYING SURFACE” FOR TYPE-SC “SLIP-CRITICAL” CONNECTIONS INCLUDING BOLTED CONNECTIONS THAT FORM A PART OF THE SFRS GOVERNED BY AISC 341 UNLESS THE COATING CONFORMS TO REQUIREMENTS OF THE RCSC AND IS APPROVED BY THE ENGINEER. 11.2.1.5.WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTIONS AND NON- DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE SATISFIED. 11.2.2.INTERIOR STEEL EXPOSED TO VIEW SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 11.3.EXTERIOR STEEL: EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY EITHER: 11.3.1.PAINT WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT SPECIFICATIONS. FIELD TOUCH-UP PAINTING SHALL BE TO MATCH TOPCOAT. BE AS PER THE PROJECT SPECIFICATIONS. 11.3.2.GALVANIZING: UNLESS PROTECTED WITH A PAINT SYSTEM, EXPOSED STEEL (OUTSIDE THE BUILDING ENVELOPE) SHALL BE HOT-DIPPED GALVANIZED WHERE NOTED ON THE PLANS OR OTHERWISE INDICATED BY THE FINISHES SPECIFIED BY THE ARCHITECT. APPLY FIELD TOUCH-UPS PER PROJECT SPECIFICATIONS. 11.4.STEEL NEED NOT BE PRIMED OR PAINTED UNLESS NOTED OTHERWISE ON PLAN OR IN THE PROJECT SPECIFICATIONS. CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 12.ARCHITECTURALLY EXPOSED STRUCTURAL STEEL: STEEL IDENTIFIED BY THE ARCHITECT ON THE ARCHITECTURAL DRAWINGS AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO AISC 303 SECTION 10. 13.SPECIAL CAMBER/SWEEP REQUIREMENTS: LEDGER ANGLE FOR BRICK SUPPORT SHALL BE INSTALLED SUCH THAT THE SWEEP/CAMBER DOES NOT EXCEED 1/8 ″ DEVIATION FROM STRAIGHT IN 10’. 05.21.19 OPEN WEB STEEL JOISTS AND JOIST GIRDERS (OWSJ) 1.REFERENCE STANDARDS: CONFORM TO: 1.1.IBC SECTION 2207 “STEEL JOISTS” 1.2.SJI “STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES ” 1.3.SJI “STANDARD SPECIFICATIONS FOR LONG SPAN STEEL JOISTS, LH-SERIES AND DEEP LONG SPAN STEEL JOISTS, DLH SERIES” 1.4.SJI “STANDARD SPECIFICATIONS FOR JOIST GIRDERS ” 2.SUBMITTALS: 2.1.COMPLY WITH IBC SECTION 2207. SUBMIT STRUCTURAL CALCULATIONS STAMPED BY AN SSE AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS). REFERENCE DEFERRED SUBMITTALS SECTION OF THESE GENERAL NOTES FOR ADDITIONAL INFORMATION. 3.SIZE: JOISTS AND GIRDERS SHALL BE DESIGNED AND FABRICATED BY A MEMBER OF THE STEEL JOIST INSTITUTE (SJI) FOR THE LOADS INDICATED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES AND ON THE DRAWINGS. 3.1.DESIGN LIVE LOADS ARE LISTED UNDER THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES. 3.2.DESIGN DEAD LOADS ARE SHOWN IN THE BIDDER-DESIGNED TABLE IN THE SAME SECTION. 3.3.DESIGN SHALL INCLUDE THE EFFECTS OF WIND UPLIFT AS WELL AS DRIFTING AND SLIDING SNOW, WHEN APPLICABLE, IN ACCORDANCE WITH IBC SECTION 1608, AS SHOWN ON THE STRUCTURAL PLANS, AND FOR FIRE SPRINKLER SUPPORT LOADS, WHERE APPLICABLE. 3.4.DEFLECTION LIMITS SHALL BE AS NOTED UNDER THE DEFERRED SUBMITTALS SECTION OF THESE GENERAL NOTES. 4.ERECTION AND STABILITY: THE OVERALL STABILITY OF THE JOIST SYSTEM IS THE RESPONSIBILITY OF THE SSE (SJI SUPPLIER). CAREFUL ATTENTION SHALL BE GIVEN TO THE STABILITY OF THE JOISTS DURING ERECTION IN ACCORDANCE WITH THE IBC AND ALL SECTIONS OF THE SJI MANUAL. SPECIFICALLY, SECTIONS IN THE SJI MANUAL ON “BRIDGING,” “ERECTION STABILITY AND HANDLING,” AND “HANDLING AND ERECTION ” SHALL BE CAREFULLY FOLLOWED BY THE SSE (SJI SUPPLIER) TO PROVIDE STABILITY OF ALL MEMBERS AT ALL TIMES. 5.ACCESSORIES: ALL BRIDGING, COLLECTOR-DRAG STRUTS, DRAG SPLICE PLATES, BOTTOM CHORD BRACING, GIRDERS, AND RELATED CONNECTION HARDWARE SHALL BE PROVIDED AND DESIGNED BY THE SUPPLIER. ALL ADDITIONAL ERECTION BOLTS, STABILIZER PLATES, AND ANY OTHER ADDITIONAL STEEL TO MEET OSHA STANDARDS, SHALL BE COORDINATED BY THE JOIST MANUFACTURER AND SHALL BE PROVIDED BY THE STEEL DETAILER/SUPPLIER. SUPPLIER TO PROVIDE SLOPED BEARING SEATS WHERE REQUIRED FOR ROOF SLOPE. REFERENCE DRAWINGS FOR NON-STANDARD JOIST END BEARING LENGTHS. 6.PRIMER COLOR: ALL STEEL SHALL BE PAINTED GREY PER PROJECT SPECIFICATIONS WITH ONE COAT OF STANDARD SHOP PRIMER UNLESS NOTED OTHERWISE ON PLAN OR IN THE PROJECT SPECIFICATIONS. 05.31.00 METAL ROOF AND FLOOR DECK 1.REFERENCE STANDARDS: CONFORM TO: 1.1.SDI-DDM “DIAPHRAGM DESIGN MANUAL ” 1.2.ANSI/SDI NC “STANDARD FOR NON-COMPOSITE STEEL FLOOR DECK ” 1.3.ANSI/SDI RD “STANDARD FOR STEEL ROOF DECK ” 1.4.ANSI/SDI C “STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS ” 1.5.AISI S100 “NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS ” 1.6.AWS D1.3 “STRUCTURAL WELDING CODE - SHEET STEEL ” 2.SUBMITTALS: 2.1.SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MATERIAL TYPE, DESIGN LOADS, DIAPHRAGM CAPACITIES, SPAN LAYOUT, DECK ATTACHMENTS, METAL DECK EDGE FORM DESIGN AND CALCULATIONS, AND SHORING REQUIREMENTS. ALL OPENINGS SHALL BE INDICATED. ANY ALTERNATE DECK TYPES AND GAGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION AND SHALL INCLUDE A VALID ICC EVALUATION REPORT, CALCULATIONS, AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) STAMPED BY THE SSE. 3.MATERIAL: ASTM A653 - SS DESIGNATION, GRADE 33 | 50 KSI. STEEL DECK AND ACCESSORIES SHALL BE GALVANIZED TO G60 | G90 MINIMUM IN ACCORDANCE WITH ASTM A653 ASTM 1008 BARE STEEL. ASTM 1008 STEEL PRIME PAINTED WITH MANUFACTURER ’S STANDARD PRIME PAINT. 4.TYPE: DECK SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS BASED ON THREE-SPAN, UNSHORED CONDITION. HEAVIER GAUGE DECK OR SHORING MAY BE REQUIRED FOR CONDITIONS OTHER THAN THREE-SPAN BASED ON MANUFACTURER CAPACITIES, ACTUAL DECK LAYOUT, AND SPAN CONDITIONS. DEVIATIONS FROM DECK GAUGES SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE SER FOR APPROVAL. MAXIMUM DEAD LOAD DEFLECTION IS 3/4’’ OR L/180, WHICHEVER IS LESS. 4.1.VERCO - IAPMO ER-217 4.2.VULCRAFT - ICC-ESR 1227 4.3.EPIC - ICC-ESR 2047 5.DIAPHRAGM CAPACITY: DECK AND ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE DIAPHRAGM SHEARS WHERE INDICATED ON THE DRAWINGS. SUBMIT ICC ESR AS PROOF OF COMPLIANCE. 6.INSTALLATION: INSTALL DECK IN ACCORDANCE WITH SUPPLIER ’S INSTRUCTIONS AND SHOP DRAWINGS. ATTACHMENTS SHALL RESIST THE UPLIFT AND DIAPHRAGM SHEAR FORCES SHOWN ON THE DRAWINGS. WELDING SHALL CONFORM TO AWS D1.3. WELDERS SHALL HAVE CURRENT WABO LIGHT GAGE CERTIFICATION. ROOF DECK SHALL HAVE A MINIMUM END LAP OF 2 ″ CENTERED OVER SUPPORTS. COMPOSITE FLOOR DECK PANEL ENDS SHALL ABUT ONE ANOTHER, CENTERED OVER SUPPORTS, AND OBTAIN ADEQUATE END BEARING. WHERE TWO UNITS ABUT, EACH UNIT SHALL BE FASTENED TO THE STEEL SUPPORT AS REQUIRED. MINIMUM BEARING FOR BOTH ROOF DECK AND FLOOR DECK IS 2 ″ UNLESS NOTED OTHERWISE. 7.OPENINGS: DECK OPENINGS LESS THAN 6 ″ DO NOT REQUIRE REINFORCEMENT. FOR LARGER OPENINGS, REFER TO TYPICAL DETAILS. 8.ACCESSORIES: DECK MANUFACTURER SHALL FURNISH SHORING PLANS, CLOSURE PLATES, RIDGE AND VALLEY PLATES, CANT STRIPS, SUMP PANS, FLASHING, AND ALL OTHER LIGHT GAGE STEEL MATERIAL REQUIRED TO COMPLETE THE WORK. 9.CONCRETE FILL: CONFORM TO NOTES FOR CAST-IN-PLACE CONCRETE AND CONCRETE REINFORCEMENT IN THESE GENERAL NOTES. PROVIDE MINIMUM 3,000 PSI CONCRETE AND WWF 6X6-W1.4XW1.4 UNLESS NOTED OTHERWISE. SPLICE WELDED PLAIN WIRE REINFORCEMENT PER ACI 318 SECTION 25.5.4 OR 12 ″ MINIMUM. 10.DECK FASTENING: MINIMUM DECK FASTENING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON PLAN. A 3/4 ″ DIAMETER WELDED HEADED STUD WELDED THROUGH METAL DECK IN ACCORDANCE WITH AWS SHALL BE PERMITTED AS A SUBSTITUTE FOR A 3/4 ″ VISIBLE DIAMETER PUDDLE WELD. 10.1.NON-COMPOSITE METAL ROOF DECK 10.1.1.1/2″ EFFECTIVE DIAMETER PUDDLE WELDS (3/4 ″ VISIBLE DIAMETER) EACH RIB AT TRANSVERSE AND PERIMETER SUPPORTS. 10.1.2.1/2″ EFFECTIVE DIAMETER PUDDLE WELDS (3/4 ″ VISIBLE DIAMETER) AT 6″ OC AT LONGITUDINAL SUPPORTS. 10.1.3.SIDE LAP CONNECTION NECESSARY TO DEVELOP THE SHEAR LOADING INDICATED ON THE DIAPHRAGM SCHEDULE, BUT NOT LESS THAN 600 PLF. Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:34 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S0.03 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y GENERAL NOTES 05.40.00 COLD-FORMED STEEL FRAMING 1.REFERENCE STANDARDS: CONFORM TO: 1.1.AISI S100 “NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS ” 1.2.AISI S202 “CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL FRAMING ” 1.3.AISI S220 “NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING - NONSTRUCTURAL MEMBERS ” 1.4.AISI S230 “STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS ” 1.5.AISI S240 “NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURING FRAMING ” 1.6.AISI S400/S1 “NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS, WITH SUPPLEMENT 1 ” 1.7.AWWC “WALL AND CEILING STANDARDS ” SECTION 9.8 “EXTERIOR STEEL STUDS WALL SYSTEMS ” 1.8.AWS D1.3 “STRUCTURAL WELDING CODE - SHEET STEEL ” 2.MATERIALS: 2.1.STRUCTURAL SECTIONS: 54, 68 AND 97-MIL; ASTM A653, SS GRADE 50 OR ASTM A1003 GRADE 50, MIN F y = 50 KSI, 33 AND 43-MIL; ASTM A653, SS GRADE 33 OR ASTM A1003 GRADE 33, MIN F y = 33 KSI 2.2.SHEET METAL SCREWS: GRABBER OR BUILDEX TEK-SELF-DRILLING, #10 SCREWS UNLESS NOTED OTHERWISE ON PLAN; ASTM C1513 OR SER APPROVED ALTERNATE 2.3.FASTENERS TO STEEL: HILTI X-U 0.157″ DIAMETER POWER ACTUATED FASTENERS - ICC-ESR 2269 2.4.FASTENERS TO CONCRETE: HILTI X-U 0.157 ″ DIAMETER POWER ACTUATED FASTENERS WITH 3/4 ″ EMBEDMENT - ICC-ESR 2269 2.5.WELD MATERIAL: E60XX ELECTRODES CONFORMING TO AWS D1.3 3.SIZE AND PROFILE: COLD-FORMED STEEL FRAMING MEMBERS SHALL BE AS SPECIFIED BY THE STEEL STUD MANUFACTURER ’S ASSOCIATION (SSMA) ICC-ESR 3064P AND OF THE SIZE AND PROFILE AS SHOWN ON THE DRAWINGS. ALTERNATE MEMBERS EQUIVALENT IN SHAPE, SIZE, AND STRENGTH BY MANUFACTURERS NOT MEMBERS OF THE SSMA SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT/ENGINEER. 4.CONNECTORS AND FASTENERS: CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER ’S INSTRUCTIONS. ALL SCREWS SHALL BE SNUG WITH STEEL SURFACE AND SCREWS SHALL PENETRATE INTO STEEL STUDS BY A MINIMUM OF THREE EXPOSED THREADS. CONNECTIONS SHALL NOT BE STRIPPED. SCREWS SHALL BE INSTALLED A MINIMUM OF 3/8” FROM STEEL EDGES AND NO LESS THAN 3/4 ″ OC. 4.1.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE SCREWS IN EACH MEMBER. 4.2.WHEN FASTENING TO STEEL, POWDER ACTUATED FASTENERS SHALL BE INSTALLED A MINIMUM OF 1/2 ″ FROM STEEL EDGES AND AT NO LESS THAN 1 ″ OC. 4.3.WHEN FASTENING TO CONCRETE, POWDER ACTUATED FASTENERS SHALL BE INSTALLED A MINIMUM OF 3 ″ FROM CONCRETE EDGES AND AT NO LESS THAN 4 ″ OC. 4.4.POWDER ACTUATED FASTENERS SHALL NOT BE USED FOR HANGING APPLICATIONS. 5.MEMBER CONDITION: ALL STRUCTURAL COLD-FORMED FRAMING MEMBERS MUST BE IN GOOD CONDITION. DAMAGED MEMBERS, MEMBERS WITH CRACKING IN THE STEEL AT THE BEND RADIUS LOCATIONS, AND MEMBERS WITH SIGNIFICANT RED RUSTING OR SCALING OF THE PROTECTIVE COATING ARE UNACCEPTABLE AND MUST BE REPLACED UNLESS APPROVED BY THE SER. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER OR COLLATERAL MATERIAL. MEMBERS NOT MEETING TOLERANCES LISTED BELOW SHALL BE REPLACED PRIOR TO LOADING. 6.FULL-HEIGHT NON-LOAD-BEARING STUD WALLS: FULL HEIGHT STUD WALLS SHALL BE ATTACHED TO CONCRETE SLABS ABOVE WITH DEFLECTION TRACK TO ALLOW FOR DIFFERENTIAL VERTICAL FLOOR DEFLECTIONS UNDER LIVE LOADS. MAINTAIN 3/4″ GAP BETWEEN TOP OF STUDS AND SLAB UNLESS NOTED OTHERWISE ON PLAN. 7.ERECTION AND TOLERANCES: AXIAL LOAD BEARING COLD-FORMED STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB PER THE REQUIREMENTS AND WITHIN THE SPECIFIED TOLERANCES LISTED BELOW. FOR PURPOSES OF THIS SECTION, CAMBER IS DEFINED AS THE DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MAJOR AXIS, AND SWEEP IS DEFINED AS THE DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MINOR AXIS. 7.1.FOR JOISTS, TRACK, AND AXIAL LOAD BEARING STUDS, OUT OF PLUMBNESS AND OUT OF STRAIGHTNESS (CAMBER AND SWEEP) SHALL NOT EXCEED 1/1000TH OF THE MEMBER LENGTH (1/8 ″ OVER 10’). 7.2.ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER ’S INSTRUCTION AND SHOP DRAWINGS. 7.3.STUDS SHALL SEAT INTO TOP AND BOTTOM TRACKS. THE GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK SHALL NOT EXCEED 1/16 ″ FOR AXIAL LOAD BEARING STUDS. 7.4.JOISTS AND END STIFFENERS SHALL BE LOCATED DIRECTLY OVER AXIAL LOAD BEARING STUDS. THE USE OF TRACK AS A LOAD DISTRIBUTION MEMBER IS NOT PERMITTED. 8.FIELD CUTS AND NOTCHES: FIELD CUTS AND NOTCHES OF ANY KIND (INCLUDING WIDENING PRE-PUNCHED HOLES) ARE NOT ALLOWED IN ANY STRUCTURAL COLD-FORMED STEEL MEMBER WITHOUT PRIOR APPROVAL FROM THE SER. 9.PERMANENT WALL BRACING AND BRIDGING: DOUBLE FLAT STRAP OR CHANNEL BRIDGING AS SPECIFIED ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED AT 4 ’ OC MAXIMUM UNLESS NOTED OTHERWISE, AND ADEQUATELY BRACED PRIOR TO LOADING STUDS. BRIDGING ANCHORAGE DESIGN TO BE BASED ON “ALL STEEL DESIGN” (MECHANICALLY BRACED) OR “SHEATHING BRACED DESIGN ” PER AISI S240. REFERENCE THE FLOOR FRAMING PLAN NOTES IN THE DRAWINGS FOR TYPE OF DESIGN USED ON THAT FLOOR. 10.TEMPORARY BRACING: REFERENCE TEMPORARY SHORING AND BRACING SECTION OF THESE GENERAL NOTES. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. TEMPORARY BRACING SHALL BE STAMPED BY A LICENSED STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SUBMITTED TO THE SER FOR APPROVAL PRIOR TO FABRICATION OF FRAMING. 05.51.00 STEEL STAIRS 1.REFERENCE STANDARDS: CONFORM TO: 1.1.IBC CHAPTER 10 “MEANS OF EGRESS ” AND IBC TABLE 1607.1 “MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS ” 1.2.NAAMM “METALS STAIRS MANUAL ” 1.3.ANSI/AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ” 1.4.AISI S100 “NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS ” 1.5.AWS D1.1 “STRUCTURAL WELDING CODE - STEEL ” 1.6.AWS D1.3 “STRUCTURAL WELDING CODE - SHEET STEEL ” 2.SUBMITTALS: STEEL STAIRS ARE TO BE PREPARED BY AN SSE. REFERENCE DEFINITIONS AND DEFERRED SUBMITTALS SECTIONS OF THESE GENERAL NOTES. SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) STAMPED BY A LICENSED STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 3.MATERIALS: SHAPE TYPE STRUCTURAL WF SHAPES ASTM A992 STEEL CHANNELS, ANGLES, PLATES, AND BARS ASTM A36 SHEET STEEL (GALVANIZED)ASTM A446 | ASTM A525 STEEL PIPE RAIL ASTM A53, GRADE B STEEL TUBING ASTM A500, GRADE B STEEL ROD ASTM A36 OR A307 STEEL DECK 1-1/2″ COMPOSITE FLOOR DECK BOLTS ASTM F3125 GR. A325N | ASTM F3125 GR. A307 WELDS, STRUCTURAL STEEL AWS D1.1 WELDS, SHEET STEEL AWS D1.3 WELDED HEADED STUDS (WHS)ASTM A108, AWS D1.1 HEADED CONCRETE ANCHORS (HCA)ASTM A108, AWS D1.1 4.SCOPE: THE STEEL STAIR DESIGN AND CONSTRUCTION SCOPE SHALL INCLUDE TREADS, RISERS, STRINGERS, LANDINGS, RAILINGS, AND ALL CONNECTIONS INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE UNLESS NOTED OTHERWISE. ALL INSERTS REQUIRED FOR ATTACHMENT TO THE PRIMARY STRUCTURE SHALL BE DESIGNED AND PROVIDED BY THE STAIR SUPPLIER. 5.ARCHITECTURAL REQUIREMENTS: CONFORM TO SHAPE AND CONFIGURATION SHOWN ON THE ARCHITECTURAL DRAWINGS. CONSULT THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL STEEL SHALL BE PAINTED GREY PER PROJECT SPECIFICATIONS WITH ONE COAT OF STANDARD SHOP PRIMER UNLESS NOTED OTHERWISE ON PLAN OR IN THE PROJECT SPECIFICATIONS. 6.CONCRETE FILL: CONFORM TO CAST-IN-PLACE CONCRETE AND CONCRETE REINFORCEMENT SECTIONS OF THESE GENERAL NOTES. PROVIDE MINIMUM 3,000 PSI CONCRETE AND WWF 6X6-W1.4XW1.4 OR FIBERMESH UNLESS NOTED OTHERWISE ON PLAN. Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:37 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S0.04 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y SPECIAL INSPECTIONS 50.00.00 SPECIAL INSPECTIONS 1.THE FOLLOWING STATEMENT AND SCHEDULES OF INSPECTIONS ARE THOSE SPECIAL INSPECTIONS AND TESTS THAT SHALL BE PERFORMED FOR THIS PROJECT. SPECIAL INSPECTORS SHALL REFERENCE THESE PLANS AND IBC CHAPTER 17 FOR ALL SPECIAL INSPECTION REQUIREMENTS. THE OWNER SHALL RETAIN A WABO ACCREDITED SPECIAL INSPECTIONS AGENCY TO PROVIDE SPECIAL INSPECTIONS FOR THIS PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS PER IBC SECTION 1704.2.4. SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW. IN ADDITION TO SPECIAL INSPECTION REPORTS AND TESTS, SUBMIT REPORTS AND CERTIFICATES NOTED IN IBC SECTION 1704.5 TO THE AUTHORITY HAVING JURISDICTION. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC SECTION 1704.2.4. 2.STATEMENT OF SPECIAL INSPECTIONS: 2.1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN WRITTEN WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: 2.1.1.REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTOR. 2.1.2.MONITOR THE SPECIAL INSPECTION ACTIVITY ON THE PROJECT SITE TO ENSURE THAT SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTY AS STATED WITHIN THIS STATEMENT. 2.1.3.REVIEW ALL SPECIAL INSPECTION REPORTS SUBMITTED TO THEM BY THE SPECIAL INSPECTOR. 2.1.4.PERFORM INSPECTIONS AS REQUIRED BY IBC SECTION 110.3. 2.2.THE FOLLOWING SPECIAL INSPECTIONS ARE APPLICABLE TO THIS PROJECT: SPECIAL INSPECTIONS FOR STANDARD BUILDINGS (PER IBC SECTION 1705.1)REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.13)REQUIRED TESTING FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.14)REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE (PER IBC SECTION 1705.12)NOT REQUIRED 3.SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES: 3.1.SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES SHALL BE VERIFIED BY THE SPECIAL INSPECTOR AS STATED IN SECTION 1704.2.5. 3.2.INCLUDE THE FOLLOWING: 3.2.1.PRIOR TO THE START OF FABRICATION: SPECIAL INSPECTOR(S), REPRESENTING THE OWNER, SHALL VISIT THE FABRICATOR’S SHOP(S) WHERE THE WORK IS TO BE PERFORMED, AND VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF WORKMANSHIP, MATERIAL CONTROL, AND FABRICATOR ’S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. 3.2.2.FABRICATOR SHALL HAVE AVAILABLE FOR INSPECTOR ’S REVIEW DETAILED PROCEDURES FOR MATERIAL CONTROL THAT DEMONSTRATE THE FABRICATOR ’S ABILITY TO MAINTAIN SUITABLE RECORDS AND PROCEDURES SUCH THAT, AT ANY TIME DURING THE FABRICATION PROCESS, THE MATERIAL SPECIFICATION, GRADE, AND APPLICABLE TEST REPORTS FOR PRIMARY LOAD-CARRYING MEMBERS ARE CAPABLE OF BEING DETERMINED. 4.STRUCTURAL STEEL: PER IBC SECTION 1705.2.1 4.1.A QUALIFIED SPECIAL INSPECTOR OF AN “APPROVED AGENCY ” PROVIDING QUALITY ASSURANCE (QA) SPECIAL INSPECTIONS FOR THE PROJECT SHALL REVIEW AND CONFIRM THE FABRICATOR AND ERECTOR ’S QUALITY CONTROL (QC) PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER N, AISC 303, AWS D1.1, AND 2021 IBC CODE REQUIREMENTS FOR THE FABRICATOR ’S SCOPE OF WORK. 4.2.REQUIREMENTS: 4.2.1.QA AGENCY PROVIDING SPECIAL INSPECTIONS SHALL PROVIDE PERSONNEL MEETING THE MINIMUM QUALIFICATION REQUIREMENTS FOR INSPECTION AND NONDESTRUCTIVE TESTING (NDT) PER AISC 360 SECTION N4. 4.2.1.1.QC AGENCY SHALL SUBMIT QUALIFICATION DOCUMENTS PER AISC 341 SECTION J2 ON PROJECTS SUBJECT TO SPECIAL INSPECTIONS ON SEISMIC FORCE RESISTING SYSTEMS WITH R > 3. 4.2.1.2.NDT PERSONNEL SHALL BE QUALIFIED PER AISC 341 SECTION J4. 4.2.1.3.PROVIDE QC AND QA INSPECTIONS PER AISC 341 SECTION J5 THROUGH J10 AS APPLICABLE. 4.2.2.VERIFY FABRICATOR AND ERECTOR QC PROGRAM PER AISC 360 SECTION N2. 4.2.3.INSPECTION OF WELDS AND BOLTS BY BOTH QC AND QA PERSONNEL SHALL BE PER THE SCHEDULE OF SPECIAL INSPECTIONS IN THESE DRAWINGS. ALL PROVISIONS OF AWS D1.1 FOR STATICALLY LOADED STRUCTURES SHALL APPLY. 4.2.4.NONDESTRUCTIVE TESTING (NDT) OF WELDS: 4.2.4.1.NDT OF WELDED JOINTS PER AISC 360 SECTION N5 4.2.4.2.RISK CATEGORY FOR DETERMINATION OF EXTENT OF NDT PER AISC 360 N5.5B IS NOTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL REQUIREMENTS. 4.2.4.3.NDT PERFORMED SHALL BE DOCUMENTED AND REPORTS SHALL IDENTIFY THE TESTED WELD BY PIECE MARK AND LOCATION OF THE PIECE. 4.2.4.4.FOR FIELD WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK AND LOCATION OF THE PIECE. 4.2.5.ADDITIONAL INSPECTION TASKS PER AISC 360 SECTION N5.8. 4.2.6.INSPECTION FOR COMPOSITE CONSTRUCTION SHALL BE DONE PER AISC 360 SECTION N6. 4.3.POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: SHALL COMPLY WITH IBC SECTION 1703. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION SERVICE REPORT (ICC-ESR) AND AS INDICATED BY THE DESIGN REQUIREMENTS SPECIFIED ON THE DRAWINGS. REFER TO THE POST-INSTALLED ANCHORS SECTION OF THE GENERAL NOTES FOR ANCHORS THAT ARE THE BASIS OF THE DESIGN. SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST- INSTALLED ANCHORS SECTION OF THE GENERAL NOTES OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE SUBSTANTIATING CALCULATIONS AND A CURRENT 2021 IBC RECOGNIZED ICC-ESR. SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ESR. 4.4.PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SECTION 1703. 5.SCHEDULES OF SPECIAL INSPECTIONS: 5.1.TABLE 1705.6 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS NO.SPECIAL INSPECTION CONTINUOUS PERIODIC 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY -X 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL -X 3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS -X 4 DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X - 5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY -X 5.2.TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION NO.SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1 INSPECT REINFORCEMENT, INCLUDING PRE-STRESSING TENDONS, AND VERIFY PLACEMENT -X ACI 318 CHAPTER 20 ACI 318 SECTIONS 25.2, 25.3, & 26.6.1-26.6.3 2 REINFORCING BAR WELDING:--- 2a VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 -X AWS D1.4 ACI 318 SECTION 26.6.4 2b INSPECT SINGLE PASS FILLET WELD MAXIMUM 5/16″ -X - 2c INSPECT ALL OTHER WELDS X -- 3 INSPECT ANCHORS CAST IN CONCRETE -X ACI 318 SECTION 17.8.2 4 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: --- 4a ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS X -ACI 318 SECTION 17.8.2.4 4b MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a -X ACI 318 SECTION 17.8.2 5 VERIFY USE OF REQUIRED DESIGN MIX -X ACI 318 CHAPTER 19 ACI SECTIONS 26.4.3 & 26.4.4 IBC SECTION 1904.1, 1904.2 6 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X -ASTM C172 & C31 ACI 318 SECTIONS 26.5 & 26.12 7 INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X -ACI 318 SECTION 26.5 8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES -X ACI 318 SECTIONS 26.5.3-26.5.5 14 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED -X ACI 318 SECTION 26.11.1.2(B) 5.3.TABLE 1705.2.3 - REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS NO.SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1 INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS: --- 1a END CONNECTIONS - WELDING OR BOLTED -X SJI SPECIFICATIONS LISTED IN SECTION 2207.1 1b BRIDGING - HORIZONTAL OR DIAGONAL (STANDARD BRIDGING) --- 1b.1 STANDARD BRIDGING -X SJI SPECIFICATIONS LISTED IN SECTION 2207.1 1b.2 BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 -X - 5.4.MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION NO.SPECIAL INSPECTION QC QA REFERENCE STANDARD INSPECTION TASKS PRIOR TO WELDING 1 WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O AISC 360 TABLE N5.4-1 2 WELDING PROCEDURE SPECIFICATIONS (WPS'S) AVAILABLE P P AISC 360 TABLE N5.4-1 3 MANUFACTURING CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P AISC 360 TABLE N5.4-1 4 MATERIAL IDENTIFICATION (TYPE/GRADE) O O AISC 360 TABLE N5.4-1 5 WELDER IDENTIFICATION SYSTEM O O AISC 360 TABLE N5.4-1 6 FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) O O AISC 360 TABLE N5.4-1 7 FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) P O AISC 360 TABLE N5.4-1 8 CONFIGURATION AND FINISH OF ACCESS HOLES O O AISC 360 TABLE N5.4-1 9 FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) O O AISC 360 TABLE N5.4-1 10 CHECK WELDING EQUIPMENT O -AISC 360 TABLE N5.4-1 INSPECTION TASKS DURING WELDING 1 USE OF QUALIFIED WELDERS O O AISC 360 TABLE N5.4-2 2 CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING EXPOSURE CONTROL O O AISC 360 TABLE N5.4-2 3 NO WELDING OVER CRACKED TACK WELDS O O AISC 360 TABLE N5.4-2 4 ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS PRECIPITATION AND TEMPERATURE O O AISC 360 TABLE N5.4-2 5 WPS FOLLOWED SETTINGS ON WELDING EQUIPMENT TRAVEL SPEED SELECTED WELDING MATERIALS SHIELDING GAS TYPE/ FLOWRATE PREHEAT APPLIED INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) PROPER POSITION (F, V, H, OH) O O AISC 360 TABLE N5.4-2 6 WELDING TECHNIQUES INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE EACH PASS MEETS QUALITY REQUIREMENTS O O AISC 360 TABLE N5.4-2 INSPECTION TASKS AFTER WELDING 1 WELDS CLEANED O O AISC 360 TABLE N5.4-3 2 SIZE, LENGTH, AND LOCATIONS OF WELDS P P AISC 360 TABLE N5.4-3 3 WELDS MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION WELD PROFILES WELD SIZE UNDERCUT POROSITY P P AISC 360 TABLE N5.4-3 4 ARC STRIKES P P AISC 360 TABLE N5.4-3 5 K-AREA P P AISC 360 TABLE N5.4-3 6 WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES P P AISC 360 TABLE N5.4-3 7 BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P AISC 360 TABLE N5.4-3 8 REPAIR ACTIVITIES P P AISC 360 TABLE N5.4-3 9 DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P AISC 360 TABLE N5.4-3 10 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.4-3 INSPECTION TASKS PRIOR TO BOLTING 1 MANUFACTURER ’S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P AISC 360 TABLE N5.6-1 2 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O AISC 360 TABLE N5.6-1 3 CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O AISC 360 TABLE N5.6-1 4 CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O AISC 360 TABLE N5.6-1 5 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O AISC 360 TABLE N5.6-1 6 PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P O AISC 360 TABLE N5.6-1 7 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENERS COMPONENTS O O AISC 360 TABLE N5.6-1 INSPECTION TASKS DURING BOLTING 1 FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS ARE POSITIONED AS REQUIRED O O AISC 360 TABLE N5.6-2 2 JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE- TENSIONING OPERATION O O AISC 360 TABLE N5.6-2 3 FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O AISC 360 TABLE N5.6-2 4 FASTENERS ARE PRE-TENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O AISC 360 TABLE N5.6-2 INSPECTION TASKS AFTER BOLTING 1 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.6-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1 PLACEMENT AND INSTALLATION OF STEEL DECK P P AISC 360 TABLE N6.1 2 PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P AISC 360 TABLE N6.1 3 DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P AISC 360 TABLE N6.1 5.4.1.(O) - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS 5.4.2.(P) - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR EACH STEEL ELEMENT 5.5.REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION: REQUIREMENTS IN THE TABLES “MINIMUM VERIFICATION REQUIREMENTS ” AND “MINIMUM SPECIAL INSPECTION REQUIREMENTS ” BELOW ARE BASED ON A “LEVEL” AS DEFINED BY THE CODE. FOR THIS STRUCTURE, USE THE REQUIREMENTS FOR LEVEL 2. 5.5.1.MINIMUM VERIFICATION REQUIREMENTS QUALITY ASSURANCE [NOTE 5.5.1.1]REFERENCE STANDARD NO.SPECIAL INSPECTION LEVEL 1 LEVEL 2 LEVEL 3 1 PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS R R R TMS 602 ARTICLE 1.5 2 PRIOR TO CONSTRUCTION, VERIFICATION OF f’m AND f’AAC EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE NR R R TMS 602 ARTICLE 1.4 B 3 DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT SITE NR R R TMS 602 ARTICLES 1.5 & 1.6.3 4 DURING CONSTRUCTION, VERIFICATION OF f’m AND f’AAC FOR EVERY 5,000 SQ FT NR NR R TMS 602 ARTICLE 1.4 B 5 DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED MORTAR, PRESTRESSED GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT NR NR R TMS 602 ARTICLE 1.4 B 5.5.1.1.(R) - REQUIRED 5.5.1.2.(NR) - NOT REQUIRED 5.5.2.MINIMUM SPECIAL INSPECTION REQUIREMENTS FREQUENCY [NOTE 5.5.2.1]REFERENCE STANDARD NO.SPECIAL INSPECTION LEVEL 1 LEVEL 2 LEVEL 3 1 AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: 1a PROPORTIONS OF SITE-PREPARED MORTAR NR P P TMS 602 ARTICLES 2.1, 2.6 A, & 2.6 C 1b GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES NR P P TMS 602 ARTICLES 2.4 B & 2.4 H 1c GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES NR P P TMS 602 ARTICLES 3.4 & 3.6 A 1d PRESTRESSING TECHNIQUE NR P P TMS 602 ARTICLE 3.6 B 1e PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY [NOTE 5.5.2.2] [NOTE 5.5.2.3] NR C P C TMS 602 ARTICLE 2.1 C.1 1f SAMPLE PANEL CONSTRUCTION NR P C TMS 602 ARTICLE 1.6 D 2 PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: 2a GROUT SPACE NR P C TMS 602 ARTICLES 3.2 D & 3.2 F 2b PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGES NR P P TMS 402 SECTIONS 10.8 & 10.9 TMS 602 ARTICLES 2.4, 3.6 2c PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHOR BOLTS NR P C TMS 402 SECTIONS 6.1, 6.3.1, 6.3.6, & 6.3.7 TMS 602 ART. 3.3 E & 3.4 2d PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS NR P P TMS 602 ARTICLES 2.6 B & 2.4 G.1.B 3 VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: 3a MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALS NR P P TMS 602 ARTICLE 1.5 3b PLACEMENT OF MASONRY UNITS AND MORTAR JOINTS CONSTRUCTION NR P P TMS 602 ARTICLE 3.3 B 3c SIZE AND LOCATION OF STRUCTURAL MEMBERS NR P P TMS 602 ARTICLE 3.3 F 3d TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION NR P C TMS 402 SECTIONS 1.2.1(E), 6.2.1, & 6.3.1 3e WELDING OF REINFORCEMENT NR C C TMS 402 SECTION 6.1.6.1.2 3f PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) NR P P TMS 602 ARTICLES 1.8 C & 1.8 D 3g APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE NR C C TMS 602 ARTICLE 3.6 B 3h PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE NR C C TMS 602 ARTICLES 3.5 & 3.6 C 3i PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS [NOTE 5.5.2.3] NR C P C TMS 602 ARTICLES 3.3 B.9 & 3.3 F.1.B 4 OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS NR P C TMS 602 ARTICLES 1.4 B.2.A.3, 1.4 B.2.B.3, 1.4 B.2.C.3, 1.4 B.3, & 1.4 B.4 5.5.2.1.FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE. (NR) - NOT REQUIRED (P) - PERIODIC (C) - CONTINUOUS 5.5.2.2.REQUIRED FOR THE FIRST 5,000 SQ FT OF AAC MASONRY. 5.5.2.3.REQUIRED AFTER THE FIRST 5,000 SQ FT OF AAC MASONRY. S S A 1 2 4 5 63 B C E H J K L 208'-4" 112'-4"30'-4"17'-4"13'-0"35'-4" 19 2 ' - 1 1 1 / 2 " 18 ' - 3 " 17 ' - 7 " 31 ' - 1 " 11 " 33 ' - 0 " 19 ' - 1 " 12 ' - 1 " 26 ' - 4 " 22 ' - 4 " 12 ' - 3 1 / 2 " 2/ S 2 . 0 1 14/S2.01 8/ S 2 . 0 1 11/S2.01 7/ S 2 . 0 1 18/S2.01 5 1/2" HSS5x5x1/4 8" 4 1/4" 2' - 1 3 / 4 " HSS5x5x1/4 2' - 1 3 / 4 " 4 1/4" 18 ' - 1 0 7 / 8 " 4'-10 3/4"4 1/4" 4 1/4" 10/S2.03 6'-5 1/2" 4'-10 3/4" 8" CMU WALL W/ #5 VERT @ 32"OC & (2) #4 HORIZ @ 48"OC, TYP 8" C M U W A L L W/ # 5 V E R T @ 3 2 " O C & ( 2 ) # 4 H O R I Z @ 4 8 " O C , T Y P 8" CMU WALL 8" CMU WALL W/ #5 VERT @ 32"OC & (2) #4 HORIZ @ 48"OC, TYP D F G POOL BY OTHERS POOL BY OTHERS 4" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" CJ CJ 8" CONC STEMWALL 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT HSS8x8x3/8 1'-3 1/2" HSS8x8x3/8 1'-3 1/2" BF COL 1'-3 1/2" HSS6x6x1/4 1'-3 1/2" 1' - 4 " 2'-6"Wx16"DP CONT FTG W/ (3) #5B CONT RAMMED EARTH WALL BY OTHERS 18" CONC STEMWALL 8" CONC STEMWALL 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT T/FTG = 98'-0" 4" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" CJ CJ 8" CONC STEMWALL 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT 4" CL 4" 8" CONC STEMWALL 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT 17 / S 2 . 0 1 8" CONC STEMWALL RAMMED EARTH WALL BY OTHERS 18" CONC STEMWALL 5/S2.03 GRADE BEAM BF COL BF COL GRADE BEAM BF COL BF COL 6" CONC LID W/ #5 @ 12"OC EW PER PLAN NOTES TYP AT SURGE TANK LID T/SLAB = 100'-0" 12" DP MAT SLAB W/ #5 T&B @ 12"OC EW, TYP AT SURGE TANK, UNO 1 1/4"DPx1/8" MCNICHOLS GW GRATING PER PLAN NOTES 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT TYP AT PUMP PIT UNO T/FTG = 92'-0" W12x14 W1 0 x 1 2 W1 0 x 1 2 5'-4"5'-4"5'-4" 8" CONC STEMWALL W/ #5 VERT @ 10"OC & #4 HORIZ @ 12"OC TYP AT PUMP PIT T/FTG = 92'-0" T/FTG = 92'-0" T/FTG = 95'-0" T/FTG = 98'-0" 8" CONC STEMWALL 1/ 2 " HSS6x6x1/41' - 4 " 32'-6 1/4" S3.01 4 S3.01 4 T/FTG = 99'-4" 3' - 2 1 / 4 " TYP AT INT HSS S3.01 18 7' - 5 1 / 8 " TYP S3.01 12 TYP F6.0 F6.0 S3.01 2 F4.0 F4.0 S3.02 9 TYP S3.02 8 HSS5x5x1/4 F4.0 F4.0 S3.01 2 HSS5x5x1/4 F4.0 F2.5 HSS5x5x1/4 F4.0 F4.0 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 F4.0 F4.0 HSS5x5x1/4 F4.0 S3.02 3 S3.02 19 TYP 2'-0"Wx12"DP THKND SLAB FTG W/ (3) #4B CONT, TYP AT INT CMU S3.02 9 S3.02 9 XXX T/FTG = 98'-0" XXXXX X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F4.0 HSS5x5x1/4 F2.0 HSS4x4x3/8 5' - 2 1 / 4 " 9'-6 3/4" F2.0 F2.0 2' - 3 1 / 4 " 1'-9 1/4" HSS4x4x3/8 2' - 1 0 1 / 2 " 9'-6 3/4" HSS4x4x3/8 12" PC PANEL W/ 4" INT WYTHE, 4" INSULATION, & 4" EXT WYTHE, TYP AT NATATORIUM 12" PC PANEL W/ 4" INT WYTHE, 4" INSULATION, & 4" EXT WYTHE, TYP AT NATATORIUM 10" PC PANEL W/ 3" INT WYTHE, 4" INSULATION, & 3" EXT WYTHE, TYP UNO 10" PC PANEL W/ 3" INT WYTHE, 4" INSULATION, & 3" EXT WYTHE, TYP UNO X F4.0 BF COL F4.0 3 7/8"HSS5x5x1/4 4' - 2 7 / 8 " 3 7/8" 12" CONC WALL W/ #4 VERT @ 12"OC EF EW, TYP AT SURGE TANK HSS5x5x1/4 F4.0 BF COL F4.0 6'-5 1/2" 8' - 8 " 4/ S 2 . 0 3 3 7/8" 11 ' - 4 7 / 8 " GRADE BEAM 28"x32" CONC PIER BF COL 28"x32" CONC PIER 14 / S 2 . 0 3 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01 THROUGH S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR POOLS, SPAS, FREEZERS, COOLERS, PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 100'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION = 99'-4", UNO. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = 98'-0", UNO. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, DRAINAGE SYSTEM, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. CJ INDICATES CONTROL JOINT PER PLAN. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS ON ALL SITE RETAINING WALLS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6" ABOVE FINISH GRADE. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. CONTRACTOR TO VERIFY ADDITIONAL LOCATIONS WHICH REQUIRE WATERPROOFING PER ARCHITECTURAL DRAWINGS. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL DETAILS PER: 1/S3.01 TYPICAL CONCRETE WALL OPENING REINFORCEMENT 3/S3.01 TYPICAL DEPRESSED SLAB DETAIL 7/S3.01 TYPICAL STAIR ON GRADE 8/S3.01 TYPICAL STEPPED FOOTING 10/S3.01 STANDARD HOOKS AND BAR BENDS 11/S3.01 TYPICAL LAP SPLICE SCHEDULE S3.02 CMU WALL DETAILS FOUNDATION PLAN NOTES: N Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:42 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S1.01 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FOUNDATION PLAN FOUNDATION PLAN SCALE: 1/8" = 1'-0" SPREAD FOOTING SCHEDULE MARK SIZE REINFORCING COMMENTSLENGTHWIDTHDEPTH F2.0 2'-0"2'-0"1'-0"(3) #4B EW F2.5 2'-6"2'-6"1'-0"(3) #5B EW F4.0 4'-0"4'-0"1'-0"(4) #4B EW F6.0 6'-0"6'-0"1'-2"(5) #5B EW A 1 2 4 5 63 B C E H J K L 208'-4" 112'-4"30'-4"17'-4"13'-0"35'-4" BF BEAM (HIGH & LOW) 10/S2.03 2/ S 2 . 0 1 14/S2.01 8/ S 2 . 0 1 11/S2.01 7/ S 2 . 0 1 18/S2.01 W1 8 x 4 0 W18x40 W18x40 W18x40 W18x76 W1 8 x 4 0 1 1/2"DPx20GA (B) METAL DECK PER PLAN NOTES W1 2 x 1 4 ( H I G H ) W1 4 x 2 6 ( L O W ) 0" OFFSET W10x12 DB W18x40 W18x40 W1 2 x 1 4 ( H I G H ) W1 4 x 2 6 ( L O W ) 0" OFFSET W1 2 x 1 4 ( H I G H ) W1 4 x 2 6 ( L O W ) 0" OFFSET W1 2 x 1 4 ( H I G H ) W1 4 x 2 6 ( L O W ) 0" OFFSET W1 2 x 1 4 ( H I G H ) W1 4 x 2 6 ( L O W ) 0" OFFSET W16x26 (HIGH & LOW) W14x26 (LOW) W16x26 (HIGH) 1 1/2"DPx20GA (B) METAL DECK PER PLAN NOTES W14x26 W14x26 W18x40 W18x40 (HIGH) W1 8 x 4 0 W1 8 x 4 0 W14x26 (LOW) 0" O F F S E T W14x26W14x26 W14x26 W14x26 W14x26 W1 2 x 1 4 W14x26 W1 4 x 2 6 W1 4 x 2 6 1 1/2"DPx20GA (B) METAL DECK PER PLAN NOTES REFERENCE S1.03 FOR HIGH ROOF FRAMING PLAN D F G 19 2 ' - 1 1 1 / 2 " 18 ' - 3 " 17 ' - 7 " 31 ' - 1 " 11 " 33 ' - 0 " 19 ' - 1 " 12 ' - 1 " 26 ' - 4 " 22 ' - 4 " 12 ' - 3 1 / 2 " 17 / S 2 . 0 1 5/S2.03 BF BEAM (HIGH) HSS4x4x1/4 HSS4x4x1/4 2 5 / 8 " 4 5/8" 4" 2 5 / 8 " W1 8 x 4 0 @ ( 7 ) E Q S P A C E S W1 8 x 4 0 W1 8 x 4 0 8'-1 3/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8" W1 4 x 2 6 @ ( 5 ) E Q S P A C E S W1 4 x 2 6 @ ( 5 ) E Q S P A C E S W1 4 x 2 6 @ ( 5 ) E Q S P A C E S W1 4 x 2 6 W1 2 x 1 4 20K @ (7) EQ SPACES W14x26 W14x26 9' - 4 3 / 4 " 9' - 4 3 / 4 " 9' - 4 3 / 4 " 9' - 4 3 / 4 " 9' - 4 3 / 4 " 9' - 4 3 / 4 " 9' - 5 3 / 4 " 9'-5 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4" 9'-5 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4" 9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4" 9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4" 9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4"9'-3 1/4" 8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8" 8'-1 3/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8" 8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8"8'-7 7/8" 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 9' - 8 7 / 8 " 20K @ (10) EQ SPACES W16x26 (HIGH) S4.02 4 TYP (LOW) S4.01 1 TYP WF TO CMU S4.01 16 TYP S4.02 15 TYP HS S B E A M (T / S T L = 1 0 7 ' - 0 " ) HSS BEAM (T/STL = 118'-0") L4x4x1/4 LEDGER, TYP L4x4x1/4 LEDGER, TYP L4x4x1/4 LEDGER, TYP HSS4x4x3/8 HSS4x4x3/8 HSS4x4x3/8 H S S 6 x 4 x 3 / 8 HSS4x4x3/8 HSS4x4x3/8 8' - 3 3 / 4 " 8' - 3 3 / 4 " 8' - 3 3 / 4 " 8' - 0 7 / 8 " 8' - 0 7 / 8 " 8' - 0 7 / 8 " T/STL = 110'-0" TYP AT CANOPY H S S 6 x 4 x 3 / 8 HSS4x4x3/8 HSS4x4x3/8 S4.02 19 S4.02 14 S4.02 9 W1 2 x 1 4 0" OFFSET W1 4 x 2 6 ( H I G H ) W1 4 x 2 6 ( L O W ) W14x26W14x26 BF B E A M ( H I G H & L O W ) 4/ S 2 . 0 3 W1 4 x 2 6 ( H I G H ) W1 4 x 2 6 ( L O W ) W10x12 W1 0 x 1 2 4" CONC HOUSEKEEPING PAD W/ #4 @ 18"OC EW CTRD 4' - 0 " 4'-0"4'-0" 4' - 0 " MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS MECH UNIT WEIGHT = 0LBS 14 / S 2 . 0 3 EQ EQ HSS4x4x3/16 TYP (5) PLACES HSS6x6x3/16 @ (6) EQ SPACES SLOPE PER ARCH 5'-7 1/8"5'-7 1/8"5'-7 1/8"5'-7 1/8"5'-7 1/8"5'-7 1/8" W14x68 OPERABLE PARTITION BEAM (LOW, B/STL = 110'-0 3/4") HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 W10x12 W10x12 W10x12 W10x12 W10x12, TYP AT MECH UNIT PERIMETER W10x12, TYP AT MECH UNIT PERIMETER W10x12, TYP AT MECH UNIT PERIMETER 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01 THROUGH S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. INDICATES TOP OF STEEL (T/STL) ELEVATION AT JOISTS (T/STL = B/DECK) UNO; AT GIRDERS SUPPORTING OPEN WEB STEEL "K" JOISTS (T/STL) = - 2 1/2" FOR BEARING SEAT DEPTH. AT GIRDERS SUPPORTING OPEN WEB STEEL "DLH" JOISTS (T/STL) = -5" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 5 PSF. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. ADDITIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLAN. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CONCRETE AND CMU WALLS. REQUIREMENTS PER PLAN. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. CMU: WALL TYPES, REINFORCING SIZE AND SPACING PER PLAN. ALL WALLS SHALL BE SOLID GROUTED, UNO. MATERIALS AND SPECIAL INSPECTION REQUIREMENTS AS PER STRUCTURAL GENERAL NOTES, UNO. BRACED FRAME MEMBER SIZES PER ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. TYPICAL DETAILS PER: 2/S4.01 TYPICAL DECK OPENING REINFORCING DETAILS S4.01 STEEL CONNECTION DETAILS ROOF FRAMING PLAN NOTES: T/STL=X'-X" N Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:25 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S1.02 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y LOW ROOF FRAMING PLAN LOW ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" A 1 2 4 5 63 B C E H J K L 208'-4" 112'-4"30'-4"17'-4"13'-0"35'-4" 8/ S 2 . 0 1 11/S2.01 7/ S 2 . 0 1 18/S2.01 REFERENCE S1.02 FOR LOW ROOF FRAMING PLAN BF B E A M ( H I G H ) 0" OFFSET BF BEAM (HIGH)60"DP CUSTOM TRUSS (WF T&B CHORD W/ HSS WEB MEMBERS) ~220 LBS/FT STL WEIGHT 0" O F F S E T 1 1/2"DPx20GA (B-AC) METAL DECK PER PLAN NOTES 60DLH @ (10) EQ SPACES D F G 19 2 ' - 1 1 1 / 2 " 18 ' - 3 " 17 ' - 7 " 31 ' - 1 " 11 " 33 ' - 0 " 19 ' - 1 " 12 ' - 1 " 26 ' - 4 " 22 ' - 4 " 12 ' - 3 1 / 2 " 9' - 6 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 9' - 7 3 / 8 " 8' - 8 3 / 8 " W2 4 x 6 8 W2 4 x 6 8 15/S2.03 BF B E A M ( L O W ) 20 / S 2 . 0 3 9'-11 3/4"9'-11 3/4"9'-11 3/4"9'-11 3/4"9'-11 3/4"9'-11 3/4"9'-11 3/4"9'-11 3/4" 24 K @ ( 8 ) E Q S P A C E S W1 4 x 2 6 L4x4x1/4 LEDGER, TYP AT NATATORIUM L4x4x1/4 LEDGER, TYP AT NATATORIUM S4.02 9 S4.02 14 S4.02 9 W14x26 8' - 4 1 / 8 " 8' - 4 1 / 8 " 8' - 4 1 / 8 " 24K @ (3) EQ SPACES 4/ S 2 . 0 3 14 / S 2 . 0 3 BF B E A M W2 4 x 6 8 L4x4x1/4, TYP AROUND SKYLIGHT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01 THROUGH S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. INDICATES TOP OF STEEL (T/STL) ELEVATION AT JOISTS (T/STL = B/DECK) UNO; AT GIRDERS SUPPORTING OPEN WEB STEEL "K" JOISTS (T/STL) = - 2 1/2" FOR BEARING SEAT DEPTH. AT GIRDERS SUPPORTING OPEN WEB STEEL "DLH" JOISTS (T/STL) = -5" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 5 PSF. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. ADDITIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLAN. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CONCRETE AND CMU WALLS. REQUIREMENTS PER PLAN. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. CMU: WALL TYPES, REINFORCING SIZE AND SPACING PER PLAN. ALL WALLS SHALL BE SOLID GROUTED, UNO. MATERIALS AND SPECIAL INSPECTION REQUIREMENTS AS PER STRUCTURAL GENERAL NOTES, UNO. BRACED FRAME MEMBER SIZES PER ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. TYPICAL DETAILS PER: 2/S4.01 TYPICAL DECK OPENING REINFORCING DETAILS S4.01 STEEL CONNECTION DETAILS ROOF FRAMING PLAN NOTES: T/STL=X'-X" N Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:45 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S1.03 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y HIGH ROOF FRAMING PLAN HIGH ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" S S S S 21 22 AA BB 79'-0" 36 ' - 0 " 9/S2.02 15 / S 2 . 0 2 14 / S 2 . 0 2 19/S2.02 4" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" CJ CJ S3.01 4 S3.02 9 TYP T/FTG = 98'-4" TYP XXXXXX X X X X X X X X X 10" PC PANEL W/ 3" INT WYTHE, 4" INSULATION, & 3" EXT WYTHE T/FTG = 91'-4" T/SLAB = 92'-0" 2'-0"Wx12"DP CONT FTG W/ (3) #4B CONT TYP AT PUMP PIT UNO 8" CONC STEMWALL W/ #5 VERT @ 10"OC & #4 HORIZ @ 12"OC TYP AT PUMP PIT 7'-1 3/4"11'-8 1/2" 7'-2 1/4"11'-8" T/FTG = 98'-4"T/FTG = 95'-2"T/FTG = 92'-0"10" CONC STEMWALL W/ #4 VERT @ 12"OC EF EW T/FTG = 92'-0"T/FTG = 95'-2"T/FTG = 98'-4" 10" CONC STEMWALL W/ #4 VERT @ 12"OC EF EW 2'-6"Wx16"DP CONT FTG W/ (3) #5B CONT 6" CONC LID W/ #5 @ 12"OC EW PER PLAN NOTES TYP AT SURGE TANK LID T/SLAB = 100'-0" 12" DP MAT SLAB W/ #5 T&B @ 12"OC EW, TYP AT SURGE TANK, UNO T/SLAB = 92'-0" 12" CONC WALL W/ #4 VERT @ 12"OC EF EW, TYP AT SURGE TANK 21 22 AA BB 79'-0" 36 ' - 0 " 1 1/2"DPx20GA (B) METAL DECK PER PLAN NOTES 9/S2.02 15 / S 2 . 0 2 14 / S 2 . 0 2 19/S2.02 9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8" S4.02 19 W1 6 x 2 6 @ ( 8 ) E Q S P A C E S 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01 THROUGH S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR POOLS, SPAS, FREEZERS, COOLERS, PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 100'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION = 99'-4", UNO. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = 98'-0", UNO. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, DRAINAGE SYSTEM, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. CJ INDICATES CONTROL JOINT PER PLAN. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS ON ALL SITE RETAINING WALLS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6" ABOVE FINISH GRADE. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. CONTRACTOR TO VERIFY ADDITIONAL LOCATIONS WHICH REQUIRE WATERPROOFING PER ARCHITECTURAL DRAWINGS. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL DETAILS PER: 1/S3.01 TYPICAL CONCRETE WALL OPENING REINFORCEMENT 3/S3.01 TYPICAL DEPRESSED SLAB DETAIL 7/S3.01 TYPICAL STAIR ON GRADE 8/S3.01 TYPICAL STEPPED FOOTING 10/S3.01 STANDARD HOOKS AND BAR BENDS 11/S3.01 TYPICAL LAP SPLICE SCHEDULE S3.02 CMU WALL DETAILS FOUNDATION PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01 THROUGH S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. INDICATES TOP OF STEEL (T/STL) ELEVATION AT JOISTS (T/STL = B/DECK) UNO; AT GIRDERS SUPPORTING OPEN WEB STEEL "K" JOISTS (T/STL) = - 2 1/2" FOR BEARING SEAT DEPTH. AT GIRDERS SUPPORTING OPEN WEB STEEL "DLH" JOISTS (T/STL) = -5" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 5 PSF. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. ADDITIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLAN. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CONCRETE AND CMU WALLS. REQUIREMENTS PER PLAN. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. CMU: WALL TYPES, REINFORCING SIZE AND SPACING PER PLAN. ALL WALLS SHALL BE SOLID GROUTED, UNO. MATERIALS AND SPECIAL INSPECTION REQUIREMENTS AS PER STRUCTURAL GENERAL NOTES, UNO. BRACED FRAME MEMBER SIZES PER ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. TYPICAL DETAILS PER: 2/S4.01 TYPICAL DECK OPENING REINFORCING DETAILS S4.01 STEEL CONNECTION DETAILS ROOF FRAMING PLAN NOTES: T/STL=X'-X" N Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:48 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S1.04 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FOUNDATION & ROOF FRAMING PLAN - CONCESSIONS FOUNDATION & ROOF FRAMING PLAN - CONCESSIONS SCALE: 1/8" = 1'-0" NSCALE: 1/8" = 1'-0" FOUNDATION PLAN - CONCESSIONS NSCALE: 1/8" = 1'-0" ROOF FRAMING PLAN - CONCESSIONS B C E H J K LDFG X X X X X X X X X X X X X X X X X 24563 X X X X X X X X CEHJKLDFG X X X X X X X X X X X X X X XX 12 X X X X X X X X X X X CD X X X 1 2 X X X X X X X X X X X B X Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:42:19 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S2.01 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y TILT-UP PANEL ELEVATIONS SCALE: 1/8" = 1'-0"2 GRID 6 PANEL ELEVATION LOOKING EAST SCALE: 1/8" = 1'-0"14 GRID H PANEL ELEVATION LOOKING SOUTH SCALE: 1/8" = 1'-0"8 GRID 2 PANEL ELEVATION LOOKING WEST SCALE: 1/8" = 1'-0"11 GRID F PANEL ELEVATION LOOKING SOUTH SCALE: 1/8" = 1'-0"7 GRID 1 PANEL ELEVATION LOOKING WEST SCALE: 1/8" = 1'-0"18 GRID C PANEL ELEVATION LOOKING NORTH SCALE: 1/8" = 1'-0"17 GRID 5 PANEL ELEVATION LOOKING EAST 22 X X X X X AA BB X AABB X X X 21 22 X X X X X X Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:51 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S2.02 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y TILT-UP PANEL ELEVATIONS SCALE: 1/8" = 1'-0"9 GRID AA PANEL ELEVATION LOOKING NORTH SCALE: 1/8" = 1'-0"15 GRID 22 PANEL ELEVATION LOOKING EAST SCALE: 1/8" = 1'-0"14 GRID 21 PANEL ELEVATION LOOKING WEST SCALE: 1/8" = 1'-0"19 GRID BB PANEL ELEVATION LOOKING SOUTH 3 W14x26 W16x26 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 HSS4x4x1/4 HSS4x4x1/4 6 W14x26 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 HSS4x4x1/4 1 HS S 8 x 8 x 3 / 8 HSS4x4x1/4 HS S 5 x 5 x 1 / 4 W14x26 CD W14x26 W14x26 HSS4x4x1/4 HS S 6 x 6 x 1 / 4 HS S 5 x 5 x 1 / 4 C L B R A C E CL B R A C E Tw LTYP KNIFE PL1/2 TYP7/8" WPT Y P 1 / 2 " M A X NOTE: ADDITIONAL INFORMATION PER 18/S2.03. BR COL PER EL 2"2"MIN 8"2" (6) 7/8"Ø F1554 GR 36 AB HEADED OR W/ NUT PER 18/S5.02, PROVIDE PL1/2x3x0'-3" WELD WASHERS AT OVER SIZED HOLES IN BP WELD TO BP W/ 1/4" FULL LENGTH FILLET ON ALL SIDES BASEPLATE 1 1" NON-SHRINK GROUT 1/4 1/4TYP1"1/2" CL R 2" TYPICAL BASEPLATE ERECTION BOLT GUSSET PL1/2 BRACE PER EL 1/4 Tw L (4) SIDES TY P 2" WP GRADE BEAM SIZE & REINF PER PLAN NOTE: 1. WELD BRACE PER SCHEDULE 18/S2.03. 2. PROVIDE 3" CLEAR COVER ON BOTTOM BAR AND HAIRPINS AT BOTTOM OF GRADE BEAM. SHOWN STAGGERED FOR CLARITY. 4" #4 x AT EA AB W/ 90º HOOKS (#5 AT SIM) (3) #5 TIES AT 2"OC AT T/AB'S GUSSET PL WELD TO BP 2" 2" BR TOP BAR PER PLAN BOT BARS PER PLAN AB LAYOUT OR AS REQD FOR PL3/4x3 1/2x0'-3 1/2" WASHER, TYP TY P 2 1 / 2 "90.00°T/FTG PER PLAN 18 / S - 3 1 1 EM B E D P E R CL ALL EDGES 4" TYP 2" C L R 1/2"Ø A307-N ERECTION BOLT GUSSET PL1/2 Tw FULL LENGTH, LBM MIN TYP 1/2" TYP, REF NOTE Tw REF NOTE, FULL LENTH, LCL MIN, TYP TwREF NOTE BEAM WHERE OCCURS CONN PER 17/S-501 CL COL CAP PL3/8 Tw L TYP AT LOCATIONS WHERE THE GUSSET PLATE INTERFERES WITH THE BEAM CONNECTION, HOLD GUSSET PLATE FLUSH WITH HSS COLUMN & PROVIDE PARTIAL PENETRATION BEVEL WELDS. BEAM PER ELCL BRACECOL PER EL DE P T H 1/ 2 B E A M NOTE: WP TYP1" BRACE SIZE BEAM Tw COLUMN Tw BRACE Tw L BR HSS4x4 1/4 5 BR 3/16BEAM & COL90.00° TYP AT1/4 DRAG CONN PER PLAN L BM 12 L CL 10 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 W14x26 W14x26 HSS4x4x1/4 E D HS S 6 x 6 x 1 / 2 HS S 8 x 8 x 3 / 8 HS S 8 x 8 x 3 / 8 W18x40 H S S 6 x 6 x 1 / 2 Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:53 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S2.03 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y BRACED FRAME ELEVATIONS & DETAILS SCALE: 1/8" = 1'-0"10 BRACED FRAME ELEVATION SCALE: 1/8" = 1'-0"5 BRACED FRAME ELEVATION SCALE: 1/8" = 1'-0"15 BRACED FRAME ELEVATION SCALE: 1/8" = 1'-0"20 BRACED FRAME ELEVATION SCALE: 1" = 1'-0"3 TYPICAL BRACE INTERSECTION SCALE: 1" = 1'-0"13 BRACED FRAME CONNECTION AT INTERIOR GRADE BEAMS SCALE: 1" = 1'-0"18 BRACED FRAME DETAIL - STEEL SCALE: 1/8" = 1'-0"4 BRACED FRAME ELEVATION SCALE: 1/8" = 1'-0"14 BRACED FRAME ELEVATION T/FTG PER PLAN T/SLAB PER PLAN CL COL 1"Ø GROUT HOLE (OPTIONAL) COL PER PLAN COL PER PLAN (4) 3/4"Ø THREADED RODS W/ HEX NUTS & WASHERS UNO 1"± NON-SHRINK GROUT, MIN CONC FTG PER PLAN PE R P L A N 9" M I N UN O TY P 3" C L R PLAN - INTERIOR COLUMN ELEVATION "F" SIZE PER TABLE 1 TYP TACK WELD NUT TO AB CL C O L CL COL BP PER PLAN TABLE 1 BASEPLATE THICKNESS 3/8" , 1/2" 5/8" , 3/4" > = 7/8" "F" FILLET SIZE 3/16" 1/4" 5/16" T/CONC PER PLAN PLAN TY P 1 1 / 2 " TY P 1 1 / 2 " TYP 1 1/2"TYP 1 1/2" 2" 3 1 / 2 " 2" 1 1/2"3"1 1/2" PLAN - AT EDGE OF STEMWALL "F" SIZE PER TABLE 1 TYP TY P 3 3 / 4 " MI N 1 1 / 2 " 3" TY P 1 1 / 2 " AT F I R E W A L L ) 2" T Y P ( 1 1 / 2 " 1 3 / 4 " 1 3 / 4 " MIN 1 1/2" TYP 1 1/2" PLAN - AT STEMWALL PLAN - AT CORNER STEMWALL CL CO L TYP 3 3/4" CL COL 1/2" COLUMN SIZE HSS4x4 HSS5x5 BASE PLATE THICKNESS BP1/2 BP3/4 TY P 1 1 / 2 " 1" PLAN - OFFSET BASEPLATE HSS6x6 BP3/4 PE R P L A N PER PLAN COL PER PLAN INFILL CONC PER TYP CONTROL JOINT DETAILS SOG & REINF PER PLAN REINF PER PLAN CL COL & FTG BP & AB'S PER 16/S3.01 1"± NON-SHRINK GROUT TY P 3" C L R GRID NOTE: ADDITIONAL INFORMATION PER 16/S3.01. t 5" M A X SOG & REINF PER PLAN VAPOR BARRIER WHERE REQD #4 x 5'-0" @ 18"OCMIN 8" PER PLAN T/SLAB PER PLAN VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT SUBGRADE PREPARATION PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT SUBGRADE PREPARATION PER GEOTECH REPORT VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORTNOTES: 5/8"ø x 24" SMOOTH BAR @ 24"OC, GREASE ONE SIDE IN DOWEL INSERT 1. CONSTRUCTION JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK CONTROL JOINT WITHIN THE SAME POUR. 2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. 4. CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 144 SQUARE FEET AT 4" AND 225 SQUARE FEET AT 5" SLAB ON GRADE (MAXIMUM), WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 5. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL. PER PLANt PER PLANt t/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (1 1/2" MIN) T/SLAB PER PLAN T/SLAB PER PLAN NOTES: 1. ALL TABULATED VALUES ARE IN INCHES. 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR". 6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR. BAR SIZE MISCELLANEOUS BARS TOP BARS (see note #5) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 3000psi #3 17 22 22 28 8 #4 22 29 29 38 12 #5 28 36 36 47 16 #6 33 43 43 56 21 #7 48 63 63 81 27 #8 55 72 72 93 32 #9 62 81 81 105 39 #10 70 91 91 118 46 #11 78 101 101 131 54 f'c = 4000psi #3 15 19 19 25 7 #4 19 25 25 33 11 #5 24 31 31 41 15 #6 29 37 37 49 20 #7 42 54 54 71 25 #8 48 62 62 81 30 #9 54 70 70 91 36 #10 61 79 79 102 43 #11 67 87 87 114 51 f'c = 5000psi #3 13 17 17 22 7 #4 17 23 23 29 11 #5 22 28 28 36 15 #6 26 34 34 44 19 #7 38 49 49 63 24 #8 43 56 56 72 29 #9 48 63 63 81 35 #10 54 71 71 92 42 #11 60 78 78 102 49 01400 #14 93 N/A 121 N/A 71 #18 124 N/A 161 N/A 109 #14 81 N/A 105 N/A 66 #18 108 N/A 140 N/A 102 #14 72 N/A 94 N/A 64 #18 96 N/A 125 N/A 98 GRADE 60 REINFORCING NO T E [ 1 ] PR O J E C T I O N UN O P E R P L A N MI N E M B E D 7 1 / 2 " 12 x D I A 1/ 4 " MI N PE R M F R [4 ] NO T E TACK TYPICAL ANCHOR BOLT SCHEDULE INSTALLATION TYPE CAST-IN-PLACE (PRE-AUTHORIZED) [2]DRILL-IN OPTIONS (SUBMITTAL REQUIRED) [3] BOLT TYPE STANDARD J-BOLT HEADED ANCHOR THREADED ROD ANCHOR SIMPSON "SSTB" ANCHOR BOLT ADHESIVE ANCHOR EXPANSION ANCHOR EM B E D M E N T RE Q U I R E M E N T S LIMITS 5/8"Ø MAX 5/8"Ø THRU 2 1/2"Ø FOR WOOD FRAME ONLY 5/8"Ø THRU 1"Ø NOT ALLOWED AT P-T SLAB NOTES: [1] CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION SUITABLE FOR THE THICKNESS OF MATERIAL BEING FASTENED PLUS GROUT ALLOWANCE, IF ANY, AND CONSTRUCTION TOLERANCES, UNO. [2] CONTRACTOR MAY SELECT APPROPRIATE CAST-IN-PLACE ANCHOR BOLT OPTION WITHOUT SUBMITTAL. [3] DRILL-IN OPTIONS ARE NOT APPROPRIATE AT ALL CONDITIONS. IF DRILL-IN METHOD IS PREFERRED, SUBMIT MANUFACTURER'S INFORMATION, ALLOWABLE LOAD VS EMBEDMENT DATA AND LOCATIONS OF WHERE SUBSTITUTIONS ARE REQUESTED. ENGINEER WILL DETERMINE IF SUBSTITUTION IS APPROPRIATE FOR LOCATION AND LOADING. [4] EMBEDMENT OF DRILL-IN ANCHORS SHALL BE PER ENGINEERS'S SUBMITTAL REVIEW COMMENTS. EMBEDMENT SHALL BE (9) NINE TIMES FOR NOMINAL ANCHOR DIAMETER, UNO. [5] AT PRESSURE TREATED SILLS, PROVIDE HOT-DIPPED GALVANIZED OR STAINLESS STEEL ANCHORS. 01901 DIA = ANCHOR BOLT DIAMETER (NOMINAL) TO MATCH FTG REINF STEEP AS POSSIBLE FTG REINF PER PLAN TYP. VERT DOWELS TO MATCH WALL VERT REINF, TYP CONC WALL BEYOND PER PLAN 4' - 0 " H PE R P L A N , T Y P FT G T H I C K N E S S PER PLAN 1.5 H MIN, UNO THICKNESS TO MATCH FTG PER PLAN 1.5H MIN, UNO 4' - 0 " H TY P 3" C L R MA X 2" C L R MA X T/FTG PER PLAN T/FTG PER PLAN NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS DOWEL CORNER REINF TO MATCH HORIZ REINF CROSS WALL DOWEL W/ STD HOOK TO MATCH CROSS WALL HORIZ REINF 3/4" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL ALT EA SIDE SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R CJ WHERE OCCURS 2 1/2" MIN 4d OR 90° NOTE: TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. D D 45° 45°D D 180° D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS STIRRUP STIRRUP OR TIE D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #8 12 d D D 180° 3" M I N 6d O R D D 135°3" MIN6d ORD D 90° 12d D D 90°135°3" MIN6d ORD D90°180° 3" MIN 6d OR 3" M I N 6d O R BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER 3" M I N 6d O R d d d d d INFILL CONC TO BE CAST AFTER COL BP HAS BEEN GROUTED COL PER PLANTYP2" CLRTYP6"BP & AB'S PER PLAN #4 TRIM BAR, CTRD, TYP CONTROL JOINT OR CONST JOINT PIPE OR CONDUIT SOG PER PLAN CL R 2" MIN 4" NOTE: ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R 3" 1 1 T/SLAB PER PLAN NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R 3/4" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL DOWEL TO MATCH HORIZ REINF CROSS WALL DOWEL W/ STD HOOK TO MATCH CROSS WALL HORIZ REINF CJ WHERE OCCURS EDGE OF FTG DOWEL TO MATCH LONGIT REINF DOWEL W/ STD HOOK TO MATCH CROSS FTG LONGIT REINF CROSS FTG AT CORNERS AT INTERSECTIONS NOTE: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R PIPE SLEEVE AS REQD, TYP CONC STEMWALL PER PLAN PIPE, TYP CONC FTG PER PLAN PLACE CONC FILL BEFORE FTG POUR (SAME WIDTH AS FTG) SLOPE CUT AS REQD PER GEOTECH REPORT EXCAVATION NOT ALLOWED BELOW THIS LINE NOTES: 1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER AND SPACED CLOSER THAN 3" APART. 2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R M I N 3 1 / 2 " ELEVATION SECTION BE Y O N D P E R P L A N FT G D E P T H PER PLAN 3' - 0 " M A X MI N 6" CL R 4" 1'-6" MIN EQ EQ CL PIPE PE R P L A N FT G D E P T H TH R U T H I S P O R T I O N DO N O T P A S S P I P E S OF F T G 1'-6" MIN1" CLRTYP1" CLRTYP1 1 T/FTG PER PLAN T/FTG PER PLAN FIN GRADE PER ARCH/ CIVIL SE C T I O N HOOK BARS WHEN 24" LENGTH IS NOT AVAILABLE (2) #5, TYP #5 x 48" DIAG, TYP (2) #5, TYP 2' - 0 " TY P NOTE: PROVIDE (2) #5 x 48" DIAGONAL BARS AT WALLS 10" OR THICKER. . T/WALL PER PLAN OR EL T/SLAB PER PLAN T/FTG PER PLAN 2'-0" TYP SOG & REINF PER PLAN CONC SLAB OR FIN GRADE PER ARCH REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) PL A N PE R CL R 3" PLAN PER PER PLAN MI N 8" 2' - 0 " M I N 1'-0" #4 x 24" @ 18"OC T/SLAB PER PLAN T/FTG PER PLAN FIN GRADEFIELD BENDRI S E R D I M P E R A R C H 6" M I N TREAD DIM PER ARCH SLAB ON RIGID FOAM, GRADE, OR CONC PER PLAN #4 @ 18"OC EW 3/4" KEY (2) #4B 6" SLAB ON GRADE PER PLAN #4 x @ 18"OC T/SLAB PER PLAN 24" 24"#3 NOSING BAR, TYP M I N 4 " RIGID FOAM, GRADE, OR CONC AT CONTRACTORS OPTION REINF PER PLAN Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:13:58 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S3.01 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FOUNDATION DETAILS SCALE: 1" = 1'-0"16 TYPICAL BASEPLATE TO FOUNDATION CONNECTION - HSS COLUMN (05030M)SCALE: 3/4" = 1'-0"18 TYPICAL INTERIOR COLUMN FOOTING SCALE: 3/4" = 1'-0"3 TYPICAL DEPRESSED SLAB DETAIL (03202M)SCALE: 3/4" = 1'-0"4 TYPICAL SLAB ON GRADE JOINT DETAILS (03201M) SCALE: 3/4" = 1'-0"11 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (01400) SCALE: 1" = 1'-0"5 TYPICAL ANCHOR BOLT SCHEDULE (01901) SCALE: 3/4" = 1'-0"8 TYPICAL STEPPED FOOTING (03140)SCALE: 3/4" = 1'-0"9 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS (03402)SCALE: 3/4" = 1'-0"10 STANDARD HOOKS AND BENDS (03400) SCALE: 3/4" = 1'-0"12 PLAN - TYPICAL CONTROL JOINT AT HSS COLUMN (03212)SCALE: 3/4" = 1'-0"13 PIPE OR CONDUIT EMBEDDED IN SLAB ON GRADE (03204)SCALE: 3/4" = 1'-0"14 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS (03403)SCALE: 3/4" = 1'-0"15 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS (03132) SCALE: 3/4" = 1'-0"19 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING (03190) SCALE: 3/4" = 1'-0"1 ELEVATION - TYPICAL CONCRETE WALL OPENING REINFORCING (03401)SCALE: 3/4" = 1'-0"2 CONCRETE SLAB AND STEMWALL AT OPENINGS (03033M) SCALE: 3/4" = 1'-0"7 TYPICAL STAIR ON RIGID FOAM, GRADE, OR CONCRETE (03800M) NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR CMU. 2. WALL REINFORCING PER PLANS, ELEVATIONS, SECTIONS AND DETAILS. 3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS CORNER REINF TO MATCH HORIZ REINF CORNER REINF TO MATCH HORIZ WALL REINF CROSS WALLTY P LA P L E N G T H TYP STD HOOK LA P L E N G T H , T Y P NOTE: CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. CL JOINT VERT CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. EXCEPT AT FLR & ROOF BOND BEAMS PROVIDE 16" SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP VERT REINF PER 10/S-402 NOTES: 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES. 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS. 3. CMU WALLS ARE GROUTED AT REINFORCING ONLY, UNO. OPENING OPENING TYP HOOK IF 2'-0" MIN MIN LENGTH NOT AVAILABLE CORNER REINF PER 20/S-402 TO MATCH HORIZ REINF, TYP TYP HORIZ REINF IN BOND BEAM, TYP AT OPNG (2) TYP VERT REINF MIN, TYP AT CORNERS (2) TYP VERT REINF MIN, TYP AT OPNG TYP HORIZ REINF AT T/WALL PROVIDE (2) TYP VERT REINF, MIN FOR WALL SECTIONS 16" OR SMALLER, CMU CONTROL JOINT LOCATION PER 15/S-402, LOCATION & WATERPROOFING PER ARCH TYP CONT HORIZ REINF IN BOND BEAM AT FLR, ROOF LINE THRU CONTROL JOINTS STOP HORIZ REINF AT CONTROL JOINT, TYP UNO TYP VERT REINF, EA SIDE OF CONTROL JOINT, TYP TYP HORIZ REINF PER PLAN TYP HORIZ REINF IN BOND BEAM AT SILL TYP HORIZ REINF IN FIRST COURSE DOWELS TO MATCH VERT REINF (PROVIDE STD HOOK PER STRUCT NOTES AS REQD) (4) TYP HORIZ REINF AT FLR, ROOF LINE W/ MIN 16"DP BOND BEAM 4/ S - 4 0 2 LA P P E R T/WALL T/FLR OR ROOF PER PLAN T/FTG OR SLAB PER PLAN NOTES: [1] DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED NOTED OTHERWISE ON DRAWINGS. [2] REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN IN CONTACT OR WHEN BARS ARE IN ADJACENT GROUTED CELLS AND ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LAP LENGTH INDICATED AND NEVER FURTHER APART THAN 8". [3] PROVIDE 2" CLEAR COVER FOR ALL BARS. CLEAR COVER IS DEFINED AS THE DISTANCE FROM THE NEAREST EXTERIOR MASONRY SURFACE TO OUTERMOST SURFACE OF REINFORCEMENT. [4] ALL TABULATED VALUES ARE IN INCHES. TYPICAL REINFORCEMENT IN STRUCTURAL MASONRY BAR SIZE BAR AT FACE SHELL [3] 6"8"10"12" f'm = 2000psi, f'y=60000psi #4 18 13 12 12 #5 28 20 16 13 #6 53 38 29 24 #7 ---52 40 33 #8 ---72 61 50 01402 STRUCTURAL MASONRY DEVELOPMENT LENGTH AND LAP SPLICE LENGTH SCHEDULE ALL CMU BLOCK SIZES 22 35 54 63 72 CENTERED BAR SECTION CL CMU BLOCK PE R S C H E D U L E DE V E L O P M E N T L E N G T H / L A P S P L I C E TYP 3/4" MAX, BAR AT CMU FACE SHELL SECTION CL CMU BLOCK PE R S C H E D U L E DE V E L O P M E N T L E N G T H / L A P S P L I C E CMU WALL PER PLAN VERT REINF PER PLAN HORIZ REINF PER PLAN CLR 2" NOTE: SOLID GROUT ALL CELLS WITH REINFORCING. BAR CENTERED IN CMU BLOCK NOMINAL CMU BLOCK SIZE LINTEL LINTEL W/ SHEAR REINF BOND BEAMSILL BOND BEAM BLOCK REINF PER PLAN IN LINTEL BLOCK 90° HOOK PARALLEL TO WALL REINF PER PLAN IN BOND BEAM BLOCK OPEN BOND BEAM REINF PER PLAN IN BOND BEAM BLOCK REINF PER PLAN IN LINTEL BLOCK STIRRUPS PER PLAN REINF PER PLAN 2' - 0 " T Y P U N O CL R 3" PE R P L A N 1'-0" CLR 2" TYP 2" CLR EQ EQ CL R 3" SURGE TANK LID & REINF PER PLAN 6" CONT PVC WATERSTOP, TYP. FUSION WELDED AT JOINTS, T&B VERT DOWEL TO MATCH VERT REINF. SIZE AND SPACING W/ STD HOOK AT BOT ROUGHEN CJ (1/4" UNIFORM AMPLITUDE) CONC WALL & REINF PER PLAN CONC SLAB ON GRADE VERT DOWEL TO MATCH VERT REINF. SIZE AND SPACING W/ STD HOOK AT TOP SC H E D LA P P E R 1 1 CMU WALL & REINF PER PLAN PROVIDE (2) #4 IN HORIZ BOND IN FIRST COURSE ABOVE SOG REINF PER PLAN DOWELS TO MATCH CMU WALL VERT REINF (ALT HOOKS) T/SLAB PER PLAN 4/ S - 4 0 2 LA P P E R SOG PER PLAN NOTES: ELEVATED SOG AT SIMILAR CONDITION PE R P L A N PER PLAN PER PLAN 3" C L R PE R P L A N REINF PER PLAN PC WALL PANEL PER EL SOG & REINF PER PLAN T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE PER CIVIL GRID PLAN PER PLAN PER PLAN PER 6" MIN 3/16TYP 2' - 0 " M I N PL3/8x4x0'-8" EMBED PL PER PL SUPPLIER 1"± NON-SHRINK GROUT F/CONC UNO 3" CLR EMBED PL1/2x6x0'-8" W/ (4) 3/4"Øx6" WHS @ 6"OC, MIN4" PER PLAN 3" C L R PE R P L A N REINF PER PLAN PC WALL PANEL PER EL EMBED PL1/2x6x0'-8" W/ (4) 3/4"Øx6" WHS @ 6"OC, MIN SOG & REINF PER PLAN, TYP T/SLAB PER PLAN T/FTG PER PLAN GRID PLAN PER PLAN PER PLAN PER TYP 6" MIN 4" 3/16 TYP PL3/8x4x0'-8" EMBED PL PER PL SUPPLIER 1"± NON-SHRINK GROUT F/CONC UNO NOTE: AT SIMILAR, SLAB THICKNESSES VARY. 3" CLR Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:14:01 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S3.02 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FOUNDATION DETAILS SCALE: 1" = 1'-0"20 PLAN - TYPICAL CORNER REINFORCING AT CMU WALLS (04002) SCALE: 1" = 1'-0"15 PLAN - CMU CONTROL JOINT (04001) SCALE: 1" = 1'-0"10 ELEVATION - TYPICAL REINFORCING IN CMU WALL (04000) SCALE: 1" = 1'-0"4 TYPICAL DEVELOPMENT LENGTH AND LAP SPLICE LENGTH SCHEDULE FOR STRUCTURAL MASONRY (01402) SCALE: 1" = 1'-0"14 CMU LINTELS, SILLS AND BOND BEAMS (04003) SCALE: 3/4" = 1'-0"3 SURGE TANK LID AT SLAB ON GRADE SCALE: 3/4" = 1'-0"19 INTERIOR FOOTING AT CMU BEARING WALL (03160M) SCALE: 3/4" = 1'-0"9 TYPICAL PRECAST WALL CONNECTION AT FOOTING SCALE: 3/4" = 1'-0"8 PRECAST WALL CONNECTION AT FOOTING B/DECK PER PLAN T/STL PER ARCH T/STL PER ARCH T/STL PER ARCH (4) 3/4"Ø BOLTS AT BEAM GAGE STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP CL COL & STIFF PL BEAM PER PLAN, TYP COL PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP"F" "F" PER TABLE 1, TYP WHERE BEAM CONTINUOUSWHERE BEAM ENDS BEAM OVER COLUMNNOTES: 1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION. 2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER [05201]. 3. BEARING PLATE WIDTH = [BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH +1"] MINIMUM. BEAM BELOW COLUMN WHERE BEAM CONTINUOUSWHERE BEAM ENDS 3/16 3/16TYP BEAM PER PLAN, TYP "F" "F" PER TABLE 1, TYP 3/16 3/16 (2) 3/4"Ø BOLTS AT BEAM GAGE (4) 3/4"Ø BOLTS AT BEAM GAGE, TYP STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP COL PER PLAN, TYP 1 1/2"3"TYP 1 1/2" CL COL & STIFF PL CL COL & STIFF PL CL COL & STIFF PL 1 1/2" TYP 1 1/2" 1 1/2" BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP TABLE 1 BRG/BASE PLATE THICKNESS 3/8" , 1/2" 5/8" , 3/4" > = 7/8" "F" FILLET SIZE 3/16" 1/4" 5/16" 1 1 / 2 " 1 1 / 2 " 1 1/2" 1/2" TYP 1 1/2" 1 1 / 2 " TYP 1 1/2" 1 1 / 2 " T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN 1/2" MI N 2' - 8 " 2'-8" MIN 1/8 1/2 1/8 1/2TYP AT EA TOP FLUTE L1 3/4x1 3/4x1/4 PLACED ON T/DECK THIS GROUP OF SLEEVES TO BE CONSIDERED A SINGLE OPNG TYP TOP FLUTE TYP BOT FLUTE WEBS OF METAL DECKING MA X 1' - 4 " NOTES: CL BEAM OR JOIST BELOW CL BEAM OR JOIST BELOWOPENINGS UP TO 16" ANGLES MUST EXTEND (3) TOP FLUTES PAST OPNGS, TYP CL BEAM OR JOIST BELOW CL BEAM OR JOIST BELOW TY P D E C K U N I T TY P D E C K U N I T FL U T E S (3 ) T O P TY P 2' - 0 " M A X FL U T E S (3 ) T O P 1/8 1/2 ADJACENT TO EA CUT WEB, TYP OPENINGS GREATER THAN 16" AND UP TO 24" 1/8 1 AT CENTER OF EA TOP FLUTE BEYOND OPNG, TYP HSS3x1 1/2x3/16 OR L3x2x1/4 (LLH) PLACED ON T/DECK #3 x 36", TYP AT CONC SLAB TYP TOP FLUTE TYP BOT FLUTE WEBS OF METAL DECKING 1. HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT. 2. ALL METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK AND PIPING, ROOF HATCHES AND SMALL AIR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY MECHANICAL EQUIPMENT. 3. REINFORCING HSS OR ANGLES MAY BE PLACED UNDERNEATH DECK IF REQUIRED BY ROOFING SYSTEMS. 4. WHERE USED WITH CONCRETE SLAB, CUT DECKING AFTER CONCRETE HAS CURED (3) DAYS. MA X 1' - 4 " TYP 1 1/2" TYP 1 1/2" 3" SKEWED BEAM SHEAR PLATE WELDING SCHEDULE ANGLE FROM PERPENDICULAR WELD TYPE WELD SIZE AS OS SHEAR PLATE THICKNESS: 5/16", 3/8" SHEAR PLATE THICKNESS: 7/16", 1/2" SHEAR PLATE THICKNESS: 5/8" 0º < 7.2ºA 5/16 1/4 > 7.2º < 14.7ºA 3/8 1/4 > 14.7º < 22.5ºA 7/16 1/4 > 22.5º < 30.0ºA 1/2 1/4 B PL5/16 5/16 (3/8)3/16 B PL3/8 3/8 (1/4)1/4 > 30.0º < 45.0º 0º < 5.5ºA 3/8 > 5.5º < 11.1ºA 7/16 > 11.1º < 16.9ºA 1/2 > 16.9º < 22.9ºA 9/16 > 22.9º < 45.0ºB 1/2 (3/8)5/16 5/16 5/16 5/16 5/16 0º < 8.6ºA 9/16 > 8.6º < 17.5ºA 11/16 > 17.5º < 34.0ºA 1/2 > 34.0º < 45.0ºA 9/16 5/16 3/8 7/16 7/16 AS OS WELD TYPE - A AS OS BTC-P4 MODIFIED WELD TYPE - B 45ºMAX3 1/2"PLA N & S C H E D ANG L E F R O M PER P P E R PE R PCL BEAMCL G I R D E R / C O L WP GIRDER WEB OR COL FLANGE WELD PER SCHED BEAM WEB 1. REFERENCE 17/S400 FOR SHEAR PLATE INFORMATION NOT NOTED. PROVIDE SHEAR PL5/16 MINIMUM. 2. PROVIDE STANDARD BOLT HOLES PER AISC, IN BEAM AND HORIZONTAL SHORT SLOTTED HOLE (SSL) IN CONNECTION PLATE. NOTES: SHEAR PL PER NOTE 1 CP, TYP AT BOT FLANGE CL GIRDER FLANGE CONNECTION PLATE TO MATCH BEAM STEEL GRADE. NOTE: PER PLAN T/STL PER PLAN EQ EQ TYP "L" PER SCHED NO WELD OVER TRANSV BEAM TOP FLANGE PL (tf +1/8") x (BEAM FLANGE WIDTH - 3/4") x AS SHOWN CANTILEVERED BEAM PER PLAN BEAM PER PLAN CONN PER [05201], TYP GIRDER PER PLAN "F" "F"PL TO EA BEAM, PER SCHED "F" PL TO EA BEAM, PER SCHED tf SCHEDULE BEAM FLANGE THICKNESS FILLET SIZE "F" MINIMUM "L" 0.5D OR 9"1/4"3/8" < tf < 1/2" 0.5D OR 6"1/4"tf < 3/8" 0.75D OR 12"1/4"1/2" < tf < 5/8" 0.75D OR 18"5/16"5/8" < tf < 1" "L" PER SCHED D BE A M D E P T H SHEAR PLATE THICKNESS PER SCHED "A" SIZE & QUANTITY OF BOLTS PER SCHED "A" WASHERS PER (NOTE 2) BEAM PER PLAN TYPICAL SHEAR PLATE CONNECTION COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP BEAM TO WIDE FLANGE COLUMN FLANGE SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL CL COL BEAM WHERE OCCURS PER PLAN COL CONTINUES AT SIM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/ T/STL WT STEM OR TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN BEAM TO HSS OR PIPE COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. TYP SHEAR PL CONN BEAM PER PLAN, TYP CL BEAM BEAM TO BEAM CONNECTION SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CL COL BEAM TO WIDE FLANGE COLUMN WEB - OPTION 1 (BEAM FITS INSIDE COLUMN) SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CROP CORNERS 1" MAX, TYP STIFF PL3/8 T&B W/ CROPPED CORNERS TO CLEAR COLUMN "k" BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2 SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL & BEAM WHERE OCCURS TYP SHEAR PL CONN WHERE OCCURS TYPICAL SECTION AT HSS COLUMN BEAM WHERE OCCURS PER PLAN BEAM WHERE OCCURS PER PLAN t t t t SCHED "A" 3/16 3/16 3/16 3/16 SCHED "A" FIELD WELDS (NOTE 6) BEAM WHERE OCCURS PER PLAN TYP AT STIFF PL TO COL WEB TYP AT STIFF PL TO COL FLANGE (NOTE 4) 3 1/2" SC H E D " A " "N " B O L T S @ 3 " O C P E R F/SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL) BOLT Ø 2x TY P 1 1 / 2 " SC H E D " A " , T Y P MA X C O P E D E P T H PE R ( N O T E 7 ) & (NOTE 4) 3 1/2" T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN (NOTE 5) 1/2" GAP TYP PER (NOTE 7), TYP MAX COPE LENGTH SECTION TYP SHEAR PL CONN WHERE OCCURS P E R P L A N A N G L E TYPICAL SECTION AT PIPE OR ROUND HSS COLUMN CL C O L & B E A M W H E R E O C C U R S TYP SHEAR PL CONN TYP SHEAR PL CONN WHERE OCCURS t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6)NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE PLATE SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A" EXCEPT: - HSS9x__x1/4 - HSS10x__x1/4 - HSS12x__x1/4 - HSS12x__x5/16 - ALL HSS LARGER THAN 14x 3. FOR COLUMNS THAT DO NOT MEET THE SIZE REQUIREMENTS OF NOTE 2, USE ALTERNATE SECTION DETAIL BELOW. WT STEM THICKNESS PER SCHED "A", TYP EDGE OF FLANGE SHALL BE FLUSH W/ F/COL OR OVERRUN AS REQD CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD ALTERNATE SECTION AT HSS COLUMN TYP (NOTE 8) CL COL & BEAM WHERE OCCURS CL C O L & B E A M W H E R E O C C U R S t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) WT WHERE OCCURS WT WHERE OCCURS NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. WT SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS. USE TYPICAL SECTION DETAIL WHERE POSSIBLE. TYP SHEAR PL CONN t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) CL COL & BEAM WHERE OCCURS CL C O L & B E A M W H E R E O C C U R S TYP SHEAR PL CONN WHERE OCCURS NOTE: CL COL & BEAM WHERE OCCURS NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE SHEAR TAB CONNECTIONS ARE VALID FOR ALL PIPE AND ROUND HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A". 42.0 [28.0] 80.2 [53.5] 84.5 [56.4] 42.0 [28.0] 61.3 [40.9] 104.0 [69.3] 123.1 [82.1] 123.1 [82.1] 142.2 [94.8] 158.3 [105.5] 25.1 [16.7]5/16" 5/16" 5/16" 5/16" 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE. 2. WHERE SHORT-SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2. 3. CAPACITIES BASED ON AISC 15TH EDITION WITH ASTM A325-N BOLTS. 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN DETAIL, BUT SHALL NOT EXCEED 3 1/2" IN THE AS-BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. 5. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE "WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1 1/2" OR THE "k" DISTANCE OF THE "WT" PLUS 1/4". 6. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER FIT- UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 7. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. COPE LENGTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED 6 1/2". [WHERE COPE LENGTH EXCEEDS 6 1/2", PROVIDE WEB STIFFENERS PER [05218]]. 8. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" DIAMETER A325-N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 9. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: C8,C9,C10 W8 W10 C12,C15 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 2 2 2 3 3 3 4 5 6 7 8 8 9 10 5/16" 5/16" 5/16" 5/16" 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1 1/4" 1 1/4" 2 1/2" 2" 2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" NR (9) NR (9) 1 1/4" 1 1/4" 1 1/4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" NR (9) NR (9) NR (9) NR (9) 21.5 [14.3] EQUAL TO UNCOPED CAPACITY EQUAL TO UNCOPED CAPACITY NR (9) NR (9) NR (9) NR (9) NR (9) NR (9) DOUBLESINGLE COPEDUNCOPED CONNECTION CAPACITY-LRFD [ASD] (3) (KIPS)MAX DOUBLE COPE DEPTH (7) MAX SINGLE COPE DEPTH (7) WELD SIZE t MIN HSS COLUMN WALL THICKNESS (8) SHEAR PLATE OR WT STEM THICKNESS "N" BOLTS REQUIRED (1) BEAM SIZE 3/4"Ø - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KSI BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A" 14.7 [9.8] 19.2 [12.8] 42.0 [28.0] 30.8 [20.5] 16.6 [11.0] 40.9 [27.2] 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 21.5 [14.3] 21.5 [14.3] 21.5 [14.3] 42.0 [28.0] LEDGER PER PLAN W/ 3/4"Ø AB'S @ 48"OC MAX W/ 6" EMBED TYP CONT HORIZ REINF IN DBL BOND BEAM CMU WALL PER PLAN METAL DECK PER PLAN DECK/SUPPORT CONN PER STRUCT GENERAL NOTES TYP CONT HORIZ REINF IN DBL BOND BEAM CMU WALL PER PLAN METAL DECK PER PLAN DECK/SUPPORT CONN PER STRUCT GENERAL NOTES LEDGER PER PLAN W/ 3/4"Ø EXP ANCHOR @ 48"OC MAX W/ 6" EMBED (EXP ANCHOR MUST BE INSTALLED IN SOLID GROUTED BOND BEAMS) DECK SPAN PARALLEL TO WALL DECK SPAN PERPENDICULAR TO WALL T/STL PER PLAN T/STL PER PLAN TYP 2 1/4" MIN CL BEAMCL BEAM PER PLAN BEAM PARALLEL TO JOIST ROOF OR FLR DECK, PER PLAN BEAM OR JOIST PER PLAN PL1/4x4x0'-4" L2 1/2x2 1/2x3/16 BRACE @ 7'-0"OC UNO 3/16 3/16 3/16 BEAM PER PLAN SEE ALT 3/16 3/16 3/16 3 STIFF PL PER 9/S6.02 ALTERNATE BRACE CONN AT BOTTOM FLANGE CL BEAMROOF OR FLR DECK, PER PLAN TYP 2 5/8" MIN 1/2 " M A X SEE ALT 1 1 1 MIN 2 MAX BEAM PERPENDICULAR TO JOIST L2 1/2x2 1/2x3/16 BRACE @ 7'-0"OC UNO L4x4x1/4 BTWN JOISTS LOCATE AT LOW FLUTE IN DECK. COPE HORIZ LEG AT JOIST & WELD VERT LEG TO JOIST W/ 3/16" FILLET x 2" EA SIDE PARALLEL DECK CONN PER PLAN 3/16 3/16TYP PE R P L A N VA R I E S BEAM PER PLAN COVER PL1/4x4x0'-4" WHERE REQD PER PLAN 1/ 2 " M A X TYP CONT HORIZ REINF IN DBL BOND BEAM AT FLR/ROOF LINE GROUT SOLID AFTER BEAM INSTALLATION PL7/8x6x1'-0" W/ (2) 1/2"Ø x 6" WHS @ 8"OC (CENTER WHS IN CELLS) ADDL (4) #4 x 48" IN PARTIAL BOND BEAM AT BEAM SEATS BEAM PER PLAN METAL DECK PER PLAN CMU WALL PER PLAN 1/4 2 MIN 1/4 2 MIN T/STL PER PLAN BRG 4" MIN NOTE: 1. 2. 3. AT WINDOWS, ANGLE LEGS CAN BE TURNED UP OR DOWN AS REQUIRED FOR WINDOW INSTALLATION. WHERE JOINT IS NOT PERPENDICULAR BEVEL END OF BEAM TO ALLOW FOR UNIFORM CAP BETWEEN CONNECTION MEMBERS. NOTCH BEAM AS REQUIRED AT EXPOSED CONNECTIONS FOR COMPLETE CONTACT WITH COLUMN. 1/4 BEAM, ONE OR BOTH SIDES PER PLAN 1/4 (3) SIDES 3/16 COL PER PLAN L3 1/2x3 1/2x1/4 (L3 1/2x3 1/2x1/2 AT SIM) x COL WIDTH (OR BEAM WIDTH WHICH EVER IS GREATER) CTRD ABOVE & BELOW HSSHSS BEAM CENTERED ON HSS COLUMN HSS BEAM TO BEAM 3/16 (3) SIDES 3/16 3 1/2" 1/2" CLR L3 1/2x3 1/2x1/4 EA SIDE (BENT PL OF EQUIVALENT SIZE AT SKEWED CONN) ORIENT AS NECESSARY HSS BEAM PER PLAN 1" T Y P 3/16 WHERE OCCURS STIFF PL3/8 AT HDRS SUPPORTING VENEER 3/16 (3) SIDES, TYP WELDED CAP PL1/4" HSS BEAM AT TOP OF COLUMN 1/2" CLR 3/16 TYP L3x3x3/8, TYP L3x3x3/8, TYP 7/8" MAX TO WF BEAM CL MIN 4" PL1/4 EA SIDE 3/16 3/16 HSS AT EXPOSED CONNECTIONS 1/4 BEAM, ONE OR BOTH SIDES PER PLAN COL PER PLAN Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:14:06 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S4.01 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FRAMING DETAILS SCALE: 1" = 1'-0"4 BEAM TO HSS COLUMN CONNECTIONS (05050)SCALE: 1/2" = 1'-0"2 TYPICAL METAL DECK OPENING REINFORCING (05108) SCALE: 3" = 1'-0"7 SKEWED BOLTED BEAM CONNECTION (05206)SCALE: 1" = 1'-0"8 TYPICAL CANTILEVER CONNECTION THRU GIRDER WITH TOP PLATE (05210) SCALE: 1" = 1'-0"17 SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS (05201)SCALE: 1" = 1'-0"16 METAL DECK TO CMU WALL CONNECTION (04053M) SCALE: 1" = 1'-0"11 TYPICAL BEAM FLANGE BRACE SCALE: 1" = 1'-0"1 BEAM TO CMU WALL CONNECTION (04037) SCALE: 1" = 1'-0"9 TYPICAL HSS BEAM CONNECTIONS (08001M) B/DECK PER PLAN CONCENTRATED LOAD JOIST PER PLAN (1) ANGLE ADDED EA SIDE OF JOIST CONCENTRATED LOAD CL PANEL POINT TYP > 6" 1. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS AND ARE LOCATED MORE THAN 6" FROM A PANEL POINT, REINFORCE THE JOIST WITH AN ADDED ANGLE (EACH SIDE OF JOIST) EXTENDING FROM THE POINT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 2. REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. 3. ADDED ANGLES AND WELDS BY JOIST MANUFACTURER. NOTES: 5 4 HANG WITHIN 6" OF ANY UPPER PANEL POINT FOR JOISTS TOP CHORD PANEL POINTS, TYP CL PANEL POINT JOIST TOP CHORD JOIST PER PLAN [05402] AT DIAGONAL BRACE 3 4 5 1 HANG WITHIN 6" OF ANY LOWER PANEL POINT FOR JOISTS. TRAPEZE BETWEEN ANY PANEL POINTS. 1 2 ADD AN ANGLE EACH SIDE TO STIFFEN THE BOTTOM CHORD. PER DIAGONAL BRACE DETAIL [05402]. ADD AN ANGLE EACH SIDE TO STIFFEN THE TOP CHORD PER DIAGONAL BRACE DETAIL [05402]. NOTES: 1. DO NOT CUT OR DRILL ANY JOIST MEMBER. 2. THIS DETAIL IS APPLICABLE TO SUPPORTING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC. 3 4 5 2 BOT CHORD PANEL POINTS, TYP STUD PUNCHOUT STL STUDS PER PLAN (1) #10 SCREW EA STUD FLANGE, TYP (2) #10 SCREWS @ 12"OC TO COLD-FORMED STL, (2) PAF @ 12"OC W/ 3/4" EMBED TO CONC, (2) PAF @ 12"OC TO STL UNO ON SHEAR WALL SCHED STUDS TO BE FULLY SEATED AGAINST TRACK (1/16" MAX GAP) TRACK PER PLAN NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. [AT NON-STRUCTURAL WALLS, USE TOP DEFLECTION TRACK PER [07003].] 4" MIN 3/4" M I N CL R O W O F FAST E N E R S 1 1/2" M I N T Y P , 3" MI N A T E D G E OF C O N C EDGE O F C O N C W H E R E OCC U R S P E R P L A N 1. 5 x S T U D DE P T H O R 10 " M I N CL R O W O F FAST E N E R S STL STUDS PER PLAN DEFLECTION TRACK x 43MIL MIN THICKNESS W/ 1 1/2" VERTICAL SLOTS FASTENERS PER 11/S-401 STUD PUNCHOUT (1) #8 SCREW MIN EA STUD FLANGE, TYP 4" 1/2" M I N , T Y P 3" M I N A T E D G E OF C O N C CL R O W O F F A S T E N E R S EDG E O F C O N C W H E R E OCC U R S P E R P L A N 3/ 4 " GA P CL FA S T E N E R 1. 5 x S T U D D E P T H OR 1 0 " M I N CL FA S T E N E R CL R O W O F F A S T E N E R S 2 1 / 2 " MI N 1/4 2 1/4 2 CMU WALL PER PLAN (2) OR (3) BOND BEAMS AT ROOF LINE, MAINTAIN MIN (1) BOND BEAM BELOW EMBED PL EMBED PL3/4x6x1'-0" W/ (2) 1/2"Ø x 6" WHS @ 8"OC (CENTER WHS IN CELLS) TYP CONT HORIZ RENF IN EA BOND BEAM, TYP DRYPACK AFTER JOIST INSTALLATION JOIST PER PLAN LEDGER BEYOND PER PLAN & 16/S-400 METAL DECK PER PLAN T/STL PER PLAN T/WALL PER PLAN SECTION ‘B’ SECTION ‘A’ PLAN L5x5x5/16, TYP AT CURB & AROUND OPNG ’S OWSJ OR BEAM OWSJ OR BEAM MECH UNIT 'B' 'A ' OWSJ PER PLAN, BEAM AT SIM ANGLE PER PLAN, COPE AS REQD WELD DECK TO ANGLE, TYP CL JOIST 3/16 ANGLE PER PLAN WELD DECK TO ANGLE, TYP 1/2”Ø PUDDLE @ 24”OC MAX (FIELD WELD (E) DECK TO ANGLE FROM BELOW) 3/16 NOTE: 1. THIS DETAIL APPLIES TO ALL ROOF TOP MECHANICAL UNITS, ROOF, AND FLOOR OPENINGS OVER 24", REFERENCE PLANS FOR REQUIREMENTS AT MECHANICAL UNITS ON CONCRETE OVER METAL DECK. 2. REINFORCE SLAB PER 14/S6.01 AT CONCRETE OVER METAL DECK. METAL DECK PER PLAN CL BEAM JOIST PER PLAN BEAM PER PLAN 1/8 2 1/8 2 GRID T/STL PER PLAN GAP 1/2" GRID B/DECK PER PLAN T/PANEL PER PLAN CHAMFER PER ARCH PC WALL PANEL PER EL EMBED PL @ 4'-0"OC & SUPPLEMENTAL REINF PER PC PANEL SUPPLIER METAL DECK PER PLAN LEDGER PER PLAN 3/16 3AT EA EMBED 2" LOADS PER EL'S DECK SPAN PERPENDICULAR TO PANEL GRID B/DECK PER PLAN T/PANEL PER PLAN CHAMFER PER ARCH PC WALL PANEL PER EL EMBED PL @ 4'-0"OC & SUPPLEMENTAL REINF PER PC PANEL SUPPLIER METAL DECK PER PLAN LEDGER PER PLAN 3/16 3AT EA EMBED 2"LOADS PER EL'S DECK SPAN PARALLEL TO PANEL DECK TO LEDGER CONN PER STRUCT GENERAL NOTES PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER DECK TO LEDGER CONN PER STRUCT GEN NOTES B/DECK PER PLAN T/PANEL PER PLAN CHAMFER PER ARCH PC WALL PANEL PER EL'S METAL DECK PER PLAN LEDGER PER PLAN WELD TO EMBED PER 9/S4.02 SPLICE PER 13/SX.XX EMBED PL PER PC SUPPLIER WT7x21.5x0'-5" 1/4 ERECTION BOLT PER OWSJ SUPPLIER 1/8 2 1/8 2AT K JOISTS 1/4 2 1/4 2AT LH JOISTS OWSJ PER PLAN LOADS PER EL'S 2 1/2" PC WALL PANEL PER EL LEDGER PER PLAN WELD TO EMBED PER 9/S4.02 EMBED PL & SUPPLEMENTAL REINF PER PC SUPPLIER SHEAR PLATE THICKNESS, WELD TO EMBED & BOLTS PER 17/S4.01 STL BEAM PER PLAN METAL DECK PER PLAN LOADS PER EL'S 3/16 TYP AT EA EMBED PL 3 1/2" GRID B/DECK PER PLAN PLAN PER PLAN PER PLAN PER PLAN PER PER PLAN Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . Th e s e d r a w i n g s h a v e b e e n r e l e a s e d a t t h e r e q u e s t o f t h e c l i e n t an d a r e n o t i n t e n d e d f o r t h e p u r p o s e s o f b i d d i n g , p e r m i t t i n g , o r c o n s t r u c t i o n . PR O G R E S S P R I N T ( N O T F O R C O N S T R U C T I O N ) © Co p y r i g h t D ' A m a t o C o n v e r s a n o I n c . A l l R i g h t s R e s er v e d Th i s d o c u m e n t , a n d t h e i d e a s a n d d e s i g n s m a y n o t b e r e u s e d , i n w h o l e o r in p a r t , w i t h o u t w r i t t e n p e r m i s s i o n f r o m D ' A m a t o C o n v e r s a n o I n c . D ' A m a t o C o n v e r s a n o I n c . d i s c l a i m s a n y r e s p o n s i b i l i t y f o r i t s u n au t h o r i z e d u s e . ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L 70 7 W 2 n d A v e n u e Sp o k a n e , W a s h i n g t o n 9 9 2 0 1 P: ( 5 0 9 ) 4 5 5 - 4 4 4 8 ® 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11 . 2 0 2 4 11/7/2024 11:14:09 AM Autodesk Docs://111-22044 Pasco Aquatic Center /STRUCT-24041-0020-R2024.rvt 11.08.2024 DJM S4.02 24041-0020 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 AKC DD 10 0 % D E S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y FRAMING DETAILS SCALE: 1" = 1'-0"5 DIAGONAL BRACE DETAIL (05402) SCALE: 1" = 1'-0"10 ALLOWABLE METHODS AND LOCATIONS FOR SUPPORTING LOADS FROM OWSJ (05401) SCALE: 1" = 1'-0"3 TYPICAL TOP AND BOTTOM TRACK DETAIL (07000) SCALE: 1" = 1'-0"8 TYPICAL NON-BEARING WALL TOP TRACK ATTACHMENT TO CONCRETE SLAB OR METAL DECK (07003) SCALE: 1" = 1'-0"15 JOIST TO CMU WALL CONNECTION (04032) SCALE: 3/4" = 1'-0"20 TYPICAL REINFORCEMENT AT ALL MECHANICAL UNITS, ROOF AND FLOOR OPENINGS OVER 24" SCALE: 1" = 1'-0"4 TYPICAL BAR JOIST TO STEEL BEAM CONNECTION (05403) SCALE: 1" = 1'-0"9 PRECAST WALL PANEL CONNECTIONS AT ROOF SCALE: 1" = 1'-0"14 OWSJ AT PRECAST WALL SCALE: 1" = 1'-0"19 STEEL BEAM AT PRECAST WALL