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21-104880 (2)41k CITY OF Federal Way PERMIT NUMBER _ PERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 253-835-2607 + FAX 253-835-2609 + permitcenter@cityoffederalway.com TARGET DATE SITE ADDRESS SUITE/UNIT # PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME PRIMARY PHONE PROPERTY OWNER MAILING ADDRESS E-MAIL CITY STATE ZIP NAME PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE UBI # NAME PRIMARY PHONE APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX NAME PRIMARY PHONE PROJECT CONTACT MAILING ADDRESS E-MAIL (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) PROJECT FINANCING NAME ❑ OWNER -FINANCED When value is $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as apart of this application. SIGNATURE: •' DATE PRINT NAME: Bulletin #100 — February 19, 2020 Page I of 2 k:AHandouts\Permit Application MECHANICAL PERMIT Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existiggfixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercial) BOILERS FURNACES HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/shower combo) LAVS (Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/Utility) WATER HEATERS (Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE (In Square Feet( EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ❑ Yes ❑ No ❑ Yes ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE ............................................................................................................................... BASEMENT ............................................................................................................................... FIRST FLOOR (or Mobile Home) ............................................................................................................................... SECOND FLOOR ............................................................................................................................... COVERED ENTRY ............................................................................................................................... DECK ............................................................................................................................... GARAGE ❑ CARPORT ❑ ............................................................................................................................... OTHER (describe) ............................................................................................................................... Area Totals EXISTING PROPOSED TOTAL **NEW HOMES ONLY** ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 — February 19, 2020 Page 2 of 2 k:\Handouts\Permit Application 2 3 4 6 7 0 10 12 13 14 15 16 A C K E F G ■lJ J 1:l 1N - LANDLORD IMPROVEMENT - 1618 SW Dash Point Rd, Federal Way, WA 98029 PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER CONSTRUCTION TYPE EXISTING CONSTRUCTION TYPE: smith co Ilc 603 STEWART STREET. 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK ARCHITECTURAL: DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND TYPE VN FULLY-SPRINKLERED SUITE 610 NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO T-100 GENERAL NOTES 2. PLUMBING. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. ��1 �� PfRIM/�KY\ 'RCHANTILE SEATTLE, WA 98101 INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. T-101 OVERALL PLAN 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: OCCUPANCY GROUP C' P C - T-1-02 HIT INFO A. TO COLUMN CENTER LINE ZONING: SHOPPING CENTER T: 206.713.4076 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE T-103�SITE PLAN- ' B. TO FINISH FACE OF CMU GWB. ARCHITECT: KL SMITH DETAIL /UV BONDING T-104 DOOR LOCATIONS 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. S APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE E-Mail:ksmith@smithco.org 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE �...... 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING 2 20182 INTERNATIONAL MECHANICAL CODES MOUNTED TO COUNTER DURING FABRICATION. �� A-100 ENLARGED FLOOR 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX -RUBBER WATERPROOFING MATERIAL UNDER CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY 2018 UNIFORM PLUMBING CODES THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE A-200 DOOR SCHEDULE ARCHITECT UNEXPECTED CONDITIONS. 2018 NATIONAL ELECTRIC CODE TO MIN. HT. OF 12"AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE A-300 PARTITION SCHEDULE 6. L ELEVATIONS ARE TO TOP OF CONCRETE SLAB, ALL NUMERICAL RETAIL SPACE. UNLESS NOTED OTHERWISE. CHAPER 11 IBC AND OTHER INTERNATIONAL 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD BUILDING CODE REQUIREMENTS FOR BARRIER- 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR FREE DESIGN INCLUDING ICC/ANSI A117.1 - 2009 LEGAL DESCRIPTION INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. STRUCTURAL: COLUMNS INDICATED. 2018 WASHINGTON ENERGY CODE SO.1 GENERAL NOTES 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2". TENANTS WITH HIGH 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON 2018 NATIONAL FIRE CODE WITH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB -METER. TENANTS SHALL S1.0 FOUNDATION PLAN 2 METAL STUDS OR FURRING CHANNELS UNLESS NOTED Parcel # 189880-0010 PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. S2.0 DETAILS OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR WASHINGTON STATE AMENDMENTS 'L' 'K' LOCATION OF WATER RESISTANT GWB. ALL LOCAL ORDINANCES HAVING JURISDICTION DASH POINT VILLAGE-BSP WATER PIPING SHALL BE TYPE HARD COPPER TUBE ABOVE GRADE AND TYPE SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN WAREWASH AND WET AREAS. OCCUPANCY SHOPPING CENTER EARTHQUAKE VALVE. _ 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS 9. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 488 VOLT, THREE-PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. APPLICABLE JURISDICTION. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. 13. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, VICINITY MAP SITE MAP PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND SW3a4u,St S4JulathSt SW3o41hSt PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO a 5 PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH Elementary Adelaide Schoo1�1,l _ RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE �5th� • AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE PROJECT FIRE STOP MATERIAL. Grac } �. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR LOCATION �3o6rh p�+ •D640 « GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS n sw3o un °° ; . _ �^ y SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVALco 17. PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 4� E _ ITT/\ LS /'1 .73o7thSt S o7thSt 3 _ RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS v 4 308thPl a sr LISTED, LINO. ® 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. FIRE ALARM, FIRE SPRINKLERS AND SIGNAGE UNDER SEPARATE SUBMITTAL ELECTRICAL AND MECHANICAL UNDER SEPARATE SUBMITTAL. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL SW 37oth ~ ' / -- - GOVERNING ORDINANCES ANDCRITERIA. - y n CONTRACTOR SHALL SCOPE -OF WORK Q 1600SSouthwest ` *_ 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE r ^rDash ontRoad FULLY RECESSED WITH WHITE CAPS. Gents Fine 0 Grooming For Men • �. oa^ 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER THE WORK INCLUDES NON-STRUCTURAL DEMISING WALL FOR FUTURE TENANTS, AStarbucks 2t a RATING CRITERIA. NEW DELIVERY DOOR AND NEW STOREFRONT ENTRANCE Pi i sW SW 312th St SW 312th . • 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. FIRE ALARM SYSTEM TO BE PERMITTED SEPARATELY, AND INSTALLED IN Wayside cn rcncn United _ ' 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK ACCORDANCE WITH THE INTERNATIONAL FIRE CODE AND NFPA 72 IS REQUIRED - IS TO BE SUBMITTED UNDER SEPARATE PERMITS. THROUGHOUT THE FIRE AREA s� 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. I C SC�E;,^^II J.S. Point Rd H mash FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS SEE OTHER DESIGN DISCIPLINES SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL NORTH ARROW ADJ A.F.F. ADJUSTABLE, ADJACENT ELEC. ELECTRICAL ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE LAM. L.F. LAMINATE, LAMINATED PROJ. PROJECT LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T.O.W. TOP OF WALL T&B TOP AND BOTTOM DETAIL IDENTIFICATION PROJECT NORTH AIL CUT LINE - DEFINES THE ARROW - CLOUD ITEM S. MATERIALS oR N.I.CC. ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE 7�3DETAILED ELEMENT AND DELTAREVISION _ GYPSUM BOARD ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASSTRUE NORTH APPROX. BD. APPROXIMATE EXIST. EXISTING BOARD EXP. EXPANSION LT.WT. MAS. LIGHT WEIGHT QTR. QUARTER MASONRY R RADIUS TYP. TYPICAL UTIL. UTILITY I A8.01 SHEET WHERE INDICATOR CONCRETE ITEM S.O.I.0 B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE DRAWN DOOR MARK 50'-0" A.F.F. WORK, CONTROL OR S.I.C.=uu EARTH BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE OR DATUM POINT BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE WALL SECTION -DOOR CODE - GRAVEL BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL DETAIL IDENTIFICATION 2580A REFER TO SLOPE DIRECTION ® BM. BOT. BEAM FHS FLAT HEAD SCREW BOTTOM FL. FLOOR MFR. M.H. MANUFACTURER REC'D. RECEIVED MANHOLE REFRIG. REFRIGERATION V.I.F. VERIFY IN FIELD W/ WITH SCHEDULE CUT LINE - DEFINES THE SLOPE DOWN WITH DATUM MARK CMU OR BRICK NEW CONSTRUCTION - SHOWN SOLID BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT 2 DETAILED ELEMENT WINDOW, RELITE OR 1/8" PER FOOT PLYWOOD CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD A7.01 LOUVER MARK R RIGID INSULATION C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW SHEET WHERE DRAWN WINDOW. / C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHEDSCHEDULE WHS. WELDED HEAD STUD SPRINKLER MAIN BATT INSULATION C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF BUILDING SECTION 14 NUMBER - REFER - C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT TO SCHEDULE --�_L_________ � WOOD MEMBER CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT DETAIL IDENTIFICATION EXISTING CONSTRUCTION TO REMAIN CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC 6 EQUIPMENT MARK PROPERTY LINE - SHOWN LIGHT BACKGROUND WOOD BLOCKING CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. CONC. COLUMN G.C. GENERAL CONTRACTOR N.I.C. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED NOMINAL BY VENDOR A3.01 -EQUIPMENT SHEET WHERE DRAWN NUMBER - REFER FINISHED WOOD CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.0.I.C. SUPPLIED BY OWNER INSTALLED 24 TO SCHEDULE ACOUSTICAL TILE CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION FENCE X X X STEEL CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE DETAIL IDENTIFICATION ROOM MARK C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER 8 ® ALUMINUM DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL ROOM --ROOM NAME BREAKLINE EXISTING CONSTRUCTION TO BE DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD A3.02 SHEET WHERE DRAWN 100 0 ROOM NUMBER � � REMOVED -SHOWN DASHED E.I.F.S. DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. D.S. DRINKING FOUNTAIN HTR. HEATER DOWNSPOUT HVAC HEATING, VENTILATION, PTN. AND PERP. PARTITION STRUCT. STRUCTURE, STRUCTURAL PERPENDICULAR SUSP. SUSPENDED ^ L SOUND INSULATION INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. E.I. F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLASTIC LAMINATE T TREAD, TOP PLYWOOD T.O.J. TOP OF JOIST PLUMBING T.O.M. TOP OF MASONRY 5 r DETAIL IDENTIFICATION 5.03 6 WALL TYPE X FE FIRE EXTINGUISHER FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SHEET WHERE DRAWN B X NOTE 7 DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A i a Jaith C go 603 Stewart Street suite 610 C Seattle, Washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ D RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON H Issues and Revisions No. Date Issues 1 05,25,21 PRE-APP 2 01,12,22 PERMIT CERRECTIEN I J Project Name Project Number 02016063.01 Description COVER SHEET K Computer File T-100.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 2 3 4 6 7 9 10 12 13 14 15 16 DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 swith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Consultant Registration Architect Registration 6294 Issues and Revisions No. Date Issues 1 05.25.21 PRE—APP 2 01.12.22 PERMIT CORRECTION Project Name Project Number 02016063.01 Description OVERALL PLAN Computer File T-101.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. T-101 ti C E F G J K L 1 2 3 L 4 SITE DEVELOPMENT: 1. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4-INCH PER FOOT IN ANY DIRECTION. 2. PEDESTRIAN WAYS THAT ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS REQUIRED. 3. THE SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A BLUE BACKGROUND, AT LEAST 3 FEET SQUARE. PROPORTIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAY CONDITIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 6" 42" r 5 6 z � o M z 0 °° v 7 MINIMUM PASSAGE WIDTH FOR ONE WHEELCHAIR AND ONE AMBULATORY PERSON THE COUNTER SLOPE OF ADJOINING GUTTER AND ROAD SURFACE IMMEDIATELY ADJACENT TO CURB RAMP OR ADJOINING SURFACES SHALL ACCESSIBLE ROUTE NOT EXCEED 1:20 X=12 SHALL NOT BE STEEPER THAN 1:20 Y=1 LEVEL LANDING 777/ MEASUREMENT OF CURB RAMP SLOPES 4 A 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705.3.3.3 THRU 705.3.1.3 OF ICC/ANSI SHALL BE RETAINING WALL IF NECESSARY PROVIDED ON THE WALKING SURFACE AT THE AT EDGE OF SIDEWALK PLATFORM EDGE, TYPICAL �Ei BUILDING OR LANDSCAPING LINE x a o M 8.33% N 8.33% z 0 o 00 0 000 000 co 000 000 000 000 STREET 48" MINIMUM SIDEWALK CURB 5J BUILDING OR LANDSCAPING LINE A 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705.3.3.3 THRU v 705.3.1.3 OF ICC/ANSI SHALL BE PROVIDED ON THE WALKING SURFACE AT THE PLATFORM EDGE WHEN CROSSING PARKING, TYPICAL o � M M v / 0 0 0 0 0 0 0 0 0 DOOOOOOOOOOO 100/c D 00000000000 10% - o0000000000 _ SIDEWALK CURB 6 WHERE BOTH CLOSER AND LATCH ARE PROVIDED DIMENSIONS OF ADULT -SIZED WHEELCHAIRS W 18" min CURB RAMPS, WALKS AND SIDEWALKS: 2 I 4. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2- INCH AND SHALL BE A MINIMUM OF 48-INCHES IN WIDTH. (A) FRONT APPROACH, PULL SIDE 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4-INCH PER FOOT. 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2-INCH. WHEN CHANGES IN LEVELS DO OCCUR, THEY SHALL NOT BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4-INCH MAY BE VERTICAL. 36" min 8. WHEN CHANGES IN LEVELS GREATER THAN 1/2-INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS & PEDESTRIAN RAMPS. 9. NOT USED (C) HINGE APPROACH, PULL SIDE 10. CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. 11. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET IN WIDTH AND SHALL LIE 54" MIN GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. 12. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB N RAMPS SHALL NOT EXCEED ONE VERTICAL TO 10 HORIZONTAL. 13. A LEVEL LANDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED ONE VERTICAL TO 12 HORIZONTAL 14. THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2-INCH COUNTER SLOPE IMMEDIATELY ADJACENT TO RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20 (E) HINGE APPROACH, PUSH SIDE 15. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE SLIP -RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK.71 16. 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLY WITH z SECTIONS 705.3.1.1 THRU 705.3.1.3 SHALL BE PROVIDED ON THE WALKING SURFACE AT PLATFORM EDGE 12" mir (B) FRONT APPROACH, PUSH SIDE I � I -v 42" min U'> (D) HINGE APPROACH, PUSH SIDE I � I v 24" min (F) LATCH APPROACH, PULL SIDE 8" MIN WHERE CLOSER IS ZOVIDED (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARENCE AT SWINGING DOORS 7 j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z GRAB BAR W/ BLOCKING 41" MAX. 12" 42" MIN. MAX. q 1 1/4" TO 11 1-1/2" DIAMETER 3'-0" MAX. TOILET PAPER + / v M WALL I TOILET SIDE ELEVATION ACCESSIBLE SANITARY FACILITIES 08 1-1/2" GRAB BAR MINIMUM REQUIREMENT FOR 9 ACCESSIBLE SANITARY FACILITIES GRAB BARS: 49. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FEET LOAD. 50. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33-INCHES ABOVE AND PARALLEL TO THE FLOOR. 51. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH THE FRONT END POSITIONED 24-INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36-INCHES LONG. VERTICAL GRAB BAR SHALL BE 18" LONG, INSTALLED AT 39" TO 41" FROM THE REAR WALL AND 39" TO 41" ABOVE FINISH FLOOR. 52. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 53. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. 54. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 55. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 56. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8-INCH. 57. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36-INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60-INCHES. 11 12 13 14 15 16 ADDITIONAL REQUIREMENTS: 65. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15- INCHES ABOVE THE FLOOR OR WORKING PLATFORMS, 66. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE 48" MAX HEIGHT FOR UNOBSTRUCTED FORWARD AND SIDE REACH. 48" MAX HEIGHT WITH 10" MAX. OBSTRUCTION AT SIDE REACH. 46" MAX HEIGHT AT 24" MAX OBSTRUCTION AT SIDE REACH 67. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. 2" MAX. FOR METAL T 4" MAX. FOR WOOD T, DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A I �] swith c*. 603 Stewart Street suite 610 C Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant D MINIMUM CLEARANCES FOR SEATING AND TABLES 10 E MIRROR U v I- co N N - z SIN � 8" MIN. ADA TRAP GUARD KNEE CLEARANCE I]\- 6" MAX. TOE CLEARANCE KNEE CLEARANCES 11 68. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN ARE AND WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM OF 60-INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN SHALL ALSO BE POSTED AT ENTRANCE TO OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 12-INCHES BY 18-INCHES IN SIZE WITH LETTERING NOT LESS THAN 1-INCH IN HEIGHT. REFER TO DETAIL 4/A-0.3 69. AT KITCHEN: SINKS, FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER- OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS FOR AT LEAST 10 SECONDS. 14 15 F H RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Consultant Registration Architect Registration 6294 No. Date Issues 1 05:25:21 PRE-RPP 2 01,12,22 PERMIT CORRECTION I J Project Name Project Number 02016063.01 Description HC INFO K Computer File T-102.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 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In 4 a � � 1 0� �•°� qd3 • J �A ,n 01 � .4.4Ito •b■ l -i •U O W J • �Z = p $ H E E r OR I O N 3 8• 00' Op" E ghost Grid x ]6.0 ❑0, E_ x = Cr R'rrn! fr1j TO EAST t/4 SEC. 12 Ir-4 W � N SITE PLAN h D �. ;sIF .• En -ap 7 {r e a - S 36° $' di n N, 354.03' ITD 119TEFISECTIOO WITH EECT1nr L1.rE 1 a Sr W DASH POINT ROAD [ SR 609) Sheer Grid 940rjn3 • k 36° 00' 00" E .4 1 6 O ZOO `r. ❑ DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A ssit h c0. 603 Stewart Street suite 610 C seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant D RESUBMITTED r� 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHING TON H Issues and Revisions No. Date Issues 1 05.25.21 PRE-APP 2 01.12.22 PERMIT CORRECTION I J Project Name Project Number 02016063.01 Description SITE PLAN K Computer File T-103.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 2 3 SCALE; N.T.S. 4 7 8 10 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 W, V ul- C 1 II 1� 1; G ri J K L 2 ARCHITECTURAL LEGEND SYMBOL DESCRIPTION 0 EXISTING WALLS - NEW INTERIOR WALL WALL TO BE REMOVED F u I NEW DOOR EXISTING DOOR NEW PARTITION TYPE TAG PLA 2 SCALE DETAIL TITLE DETAIL SCALE OX DOOR TYPE TAG SLAB LEVEL RAISED AREA MATCH TO STREET LEVEL 3 4 5 OVERALL PLAN -MAIN SCALE: 3/32=1'-0" 7 8 9 10 12 13 14 15 16 DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A B #Bitk co 603 Stewart Street suite 610 C seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON H Issues and Revisions No. Date Issues 1 05.25.21 PRE-APP 2 01.12.22 PERMIT CORRECTION J Project Name Project Number 02016063.01 Description OVERALL PLAN K Computer File T-104.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith Co. Ilc. T 104 loJ 2 9 10 12 13 14 15 V ul- C 1 II 1; G r J K L 2 ELEVA I UK STAIRS TO MEZZANINE FLOOR PLAN -MAIN FLOOR SCALE: 1/4"=1'-0" El 7'-7" ol 3'-0° 7 O 0i I 2 00 - 6 I 2 I I 4 FLOOR PLAN - REAR EXIT SCALE: 1/4"=1'-0" 00 FLOOR PLAN - MAIN FLOOR SCALE: 1/4"=1'-0" KEYNOTES NO. DESCRIPTION Q REMOVE WALLS/WINDOW FOR NEW ENTRY E] NEW DEMISING WALL ❑3 EXISTING CMU EXTERIOR WALL BUILDING NOTE: ALL GLAZING TO BE TEMPERED GLASS. ARCHITECTURAL LEGEND SYMBOL DESCRIPTION 0 EXISTING WALLS - NEW INTERIOR WALL WALL TO BE REMOVED NEW DOOR EXISTING DOOR NEW PARTITION TYPE TAG PLA 2 SCALE DETAIL TITLE DETAIL SCALE OX DOOR TYPE TAG SLAB LEVEL RAISED AREA MATCH TO STREET LEVEL EXISTI TO RE DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A i ssith C *0 603 Stewart Street NEW ENTRY suite 610 VESTIBULE C Seattle, washington 98101 BY LANDLORD 206.466.5239 p 206.713.4076 m i ksmith@smithco.org http://www.smithco.org/ 11 NEW DOUBLE DOORS BY LANDLORD F D 1 RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT EXISTING METAL CANOPY O O r I 0 o 0 o 3 FRONT EXTERIOR ELEVATION SCALE: 1/4"=1'-0" 9 10 11 12 13 14 ` NEW DOUBLE DOORS BY LANDLORD 15 16 E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON H Issues and Revisions No. Date Issues 1 05.25.21 PRE—APP 2 01.12.22 PERMIT CORRECTION I J Project Name Project Number 02016063.01 Description ENLARGED PLAN K Computer File A-100.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A�100 2 10 12 13 15 16 A C E F G JJ L 2 3 4 NOTE: L DOORS TO OF A KEY OR SP 6 ENABLE FROM THE EGRESS SIDE MTHOU USE KNOWLEDGE OR EFFORT." SEE 2015 IBC 101Q,-1,. DOOR SCHEDULE NOTE: ALL MENTIONED MANUFACTURER'S NAME AND MODEL SHALL BE SELECTED OR SELECT OTHER EQUAL MANUFACTURER. DOOR NUMBER DOOR SIZE W H T FRAME MATERIAL DOOR MATERIAL DOOR TYPE HARDWARE LABEL SCHEDULE NOTE USE/ LOCATION 1\ (2) T-0" 8'-0" 1 3/4" ALUM ALUM B 1 (N) ENTRANCE 2\ (2) T-0" T-0" 1 3/4" H.M. H.M. A 3 DELIVERY 3\ (E) T-0" T-0" 1 3/4" H.M. H.M. A' 2 EXISTING EXIT ® (E) 4'-0" T-0" 1 3/4" H.M. H.M. A' 2 DOOR HARDWARE EXISTING EXISTING DELIVERY O5 (E) T-0" T-0" 1 3/4" H.M. H.M. A' 2 DOOR HARDWARE EXISTING EXISTING EXIT © (2) 3'-0" 8'-0" 1 3/4" ALUM ALUM B 4 DOOR HARDWARE EXISTING EXISTING ENTRANCE 7\ (2) T-0" 8'-0" 1 3/4" ALUM ALUM B 4 DOOR HARDWARE EXISTING EXISTING ENTRANCE ® (N) T-0" T-0" 1 3/4" H.M. H.M. A' 2 20 MIN. RATED EXIT 9\ (N T-0" T-0" 1 3/4" H.M. H.M. A' 2 20 MIN. RATED EXIT MANUFACTURER/ MODEL 1. ARCADIA AR450, Center Glazed -Inside, Entrance Door w/ Overhead Concealed Closer and 10" bottom rail & door seals; 1" Double Glazed Solarban 60 CLEAR Low-E w/ Argon fill, Safety Glass 2. STEELER OR EQUAL-16 GA. INSULATED DOOR W/ SELF CASING HM FRAME GENERAL NOTES: 1. All doors with levers to have lever -type handles w/ single action latching hardware. 2. All door glazing to be safety glass, insulated low-E, argon -filled units. NOTES: 1. Field verify rough -in width and height prior to manuf. of door units. 2. Threshold shall be max. 4" vertical rise - 2" max. overall. 3. Install sign above door interior: "This door is to remain unlocked when building is occupied." 4. With accessible signage. Mount @ +5-0" aff 5. Door Frame to be aluminum storefront, self casing. 6. For Doors equipped with closers, the sweep period shall be adjusted so that from an open position of 70-deg, the door shall take at least 3 seconds to move to a point 3" from the latch, measured at the leading edge of the door. 7. Do Not provide the hold open function within the closure units WINDOW SCHEDULE GC SHALL FIELD VERIFY ALL WINDOWS OPENINGS z LU o C Cn � o a c SIZE (WxH) m GLAZING Z� Z n W a UL Cn w o U_ 1 (2) 3'-0" x 8'-0" Door AL AN. BLK. 1" IG 0.59 0.48 96.0 YES ENTRY 1 2'-0" x 10'-0" R.O. AL AN. BLK. 1" IG 0.34 0.48 20.0 YES FIXED 1 14'4' x V-8" R.O. AL AN. BLK. 1" IG 0.34 0.40 24.0 NO FIXED Total Fenstration Area = 140.00 SF 3 4 5 HARDWARE SCHEDULE NOTE: G.C. TO PROVIDE SHOP DRAWINGS FOR ALL DOORS AND FRAMES PRIOR TO INSTALLATION.ALL INTERIOR LOCKS KEYED THE SAME TYPE 1 • TYPE 2 TYPE 3 . TYPE 4 • NEW PANIC BAR • (1) DOOR STOP • (3) PAIR BUTTS *EXISTING PANIC W/LATCH • (3) PAIR BUTTS • DUMMY W/ BAR W/LATCH ACTIVATING • EXISTING PANIC FLUSHBOLT ACTIVATING HARDWARE BAR W/LATCH • (1) LOCK SET HARDWARE • NEW CLOSER ACTIVATING • CLOSER . EXISTING • PULLS BAR HARDWARE • SILENCERS CLOSER • CLOSER • (1) LATCH SET • EXISTING PULL • SILENCERS BAR • CLOSER • CLOSER BUTT HINGES STANLEY FBB191 4.5" X 4.5" US32D IVES 7212 OFFSET TOP, BOTTOM AND INTERMEDIATE IN US32D PIVOT PANIC HARDWARE 99EO Von Duprin Rim Exit Device CLOSER LCN 4020 SERIES LCN 4020 SERIES WITH HOLD OPEN FUNCTION HOLD OPEN CLOSER LATCH SET ELAN DOOR HANDLE F40 ELA 626-SATIN CHROME LOCKSET ELAN DOOR HANDLE F40 ELA 626-SATIN CHROME DUMMY SCHLAGE SATURN TO MATCH INTERIOR GLASS DOOR RIXSON FLOOR RECESSED AND PIVOT AT TOP TO BE SPECIFIED POCKET DOOR JOHNSON 1534-26D LOCK WITH 150 US26D EDGE PULL RECESSED FINGER PULL SUGATSUNE 26700 COAT HOOKS HAFELE 842.20.959 DOOR STOPS IVES 436 HALF MOON IN US32D IVES 10" HIGH X 3" LESS THAN DOOR WIDTH KICK PLATES FLUSH BOLTS IVES FB358 PUSH PLATE IVES C8200PA28.3 X 15" BRUSHED ALUMINUM PUSH PLATE #6716880 DOOR PULL IVES DOOR TRIM 8303-0 DOOR PULL WITH PUSH PLATE IN BRUSHED ALUMINUM E I ILLUMINATED SIGN WHERE REQUIRED DOOR \ 8" CORRE- t SPONDING / C7. SYMBOL LL-MTD / WALL-MTD 3N PER "T SIGN PER SCHEDULE \ o RESTROOM DOOR ACCESSIBLE DOOR NOTE: DETAILS APPLY TO BOTH LEFT & RIGHT CONDITIONS; MOUNT SIGNAGE ON LATCH SIDE; REFER PLAN FOR DOOR SWINGS \3\ DETAIL - DOOR SIGNAGE SCALE: NTS INTERNATIONAL ACCESSIBILITY SYMBOL DOOR TYPES O A. DOUBLE SWING SINGLE SWING HM DOOR HM DOOR M M E T EXIT ROUTE EXIT D6 o ROOM D4 ROOM D5 DESCRIPTION D7 DESCRIPTION LOC. OF LOC. OF CORRESPONDING CORRESPONDING GRADE 2 BRAILLE GRADE 2 BRAILLE CORRESPONDING 8" SYMBOL RESTROOM MEN WOMEN � z D1 D2 D3 LOC.OF ROOM a w CORRESPONDING DESCRIPTION GRADE 2 BRAILLE OD WALL SIGNS NOTES 1. TEXT: 5/8" HIGH MIN., 2" MAX., TYPE RAISED 1/32" MIN. HELVETICA MED. UPPERCASE LETTERS. 2. SIGNAGE COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE DOOR COLOR AND CONTRAST. 3. ALL SIGNAGE SHALL CONFORM TO ANSI 117.1 AND THE AMERICANS WITH DISABILITIES ACT GUIDELINES 4. WHERE SIGN IS ADJACENT TO DOOR MOUNT ON LATCH SIDE OF DOOR. NOTES: 1, See details for exact window dimensions. GC SHALL FIELD VERIFY all rough -in width and height prior to manuf. of window units. 2. Refer Master permit drawings for window/door opening penetration flashing and installation sequence. 3. Transom glazing not req'd to be safety glazing 4. Dimensions shown are outside frame dimensions, u.n.o.; coordinate w/ details. 5. Refer Door Schedule for door hardware and operation 6. Set all sills on Prefinished Metal sill pan flashing w/ end dams. 7. Transom windows above doors not reaulred to have safetv alass, MANUFACTURER/ MODEL: ARCADIA: AR450, Center Glazed -Outside, SSIG, Shear Block Installation; MS362T Series Entrance Door w/ Overhead Concealed Closer and 10" bottom rail W/ Door Bottom Weathering; Color: ANODIZED ALUM Glazing: 1" Double Glazed Solarban 60 CLEAR Low-E w/ Argon fill COG U-value= 0.29 SHGC= 0.39 Alternates: By approved Submittal Only SHGC PROJECTION FACTOR CALCULATIONS: Horizontal Projection = 8'; Projection Height =13' Projection Factor = .615 6 7 8 9 10 11 12 13 DOOR ACCESSIBILITY REQUIREMENTS *1T71-1 � �I 1111 I40 PROVIDE THIS w � z ADDITIONAL AREA = IF DOOR IS EQUIPPEDWITHA N g MIN. 32" CLR. 12" LATCH AND A /11 a z CLOSER w DOOR OPERATOR (99E0 Von Duprin Rim Exit Device OR EQUAL) O STOREFRONT DOUBLE DOOR o - HARDWARE - - - - o OPERABLE WITHOUT GRASPING 18"MIN. CLR MAX. EFFORT FOR EXTERIOR DOORS =15 LBS xCD- MAX. EFFORT FOR INTERIOR DOORS = 5 LBS _ REQUIRED FIRE DOORS, MAX. EFFORT =15 LBS o PUSH SIDE J a 10" MIN. KICKPLATE OR SMOOTH FULL WIDTH OF � DOOR I I THRESHOLD 2 112" MAX. HEIGHT, +114" -112"SLOPE 1 DOOR CLEARANCES J SECTION a( .. DOOR/THRESHOLD AIR LEAKAGE REQUIREMENTS FOR NEW DOORS AND WINDOWS (WSEC C402): U-factors shall be determined in accordance with NFRC 100. Air leakage (rating) for fenestration and doors shall be determined by a laboratory accredited by a nationally recognized accreditation organization, such as the National Fenestration Rating Council (in accordance with NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 orASTM E283), and shall be labeled and certified by the manufacturer. 14 15 16 DASH POINT VILLAGE 1618 SW DASH POINT ROAD A FEDERAL WAY, WA 98023 anith c*. 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant D RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON H Issues and Revisions No. Date Issues 1 05 25 21 PRE-APP 2 0112 22 PERMIT CORRECTION J Project Name Project Number 02016063.01 Description DOOR SCHEDULES K Computer File A-200.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith cc. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A�200 2 3 4 5 6 7 8 9 10 11 13 14 15 16 ►0 C 1� E F G J K L 2 3 TYPE P-1 UNDERSIDE OF STRUCTURE ABOVE MIN. 5/8" FLEXIBLE FIRESTOP SEALANT; HILTI CP606, OR EQ.; ASSEMBLY #HW-D-0605 EXTENDED LEG SLOTTED TRACK.18 GA W/ .14"0 RAMSET, 1500 SERIES, 3/4" EMBEDMENT %V. 16" O.C. TO COMPOSITE DECK 800S162-43 STUDS @ 16" O.C. 2) LAYER 5/8" TYPE "X" GWB EA. FULL DEPTH SOUND ATTENUATION BATT EA. SPACE 18 GA TRACK, W/ .14" 0 RAMSET, 1500 SERIES, 3/4" EMBEDMENT @ 2411 O.C. UL DESIGN NO. U465 1-HOUR FIRE INSTALL SYSTEM EXACTLY PER UL LISTIN FOR ASSEMBLY RATING AS SHOWN) MAX. UNBRACED WALL HEIGHT ICBO Report Number 4389P SYMBOL METAL STUD (20 ga) P1 60OS162-43 @ 16" O.C. MAX. UNBRACED WALL HEIGHT 22.75 feet EXISTING CMU WALL R-21 BATT I EXISTING BXUV.U465 - Fire Resistance Ratings - ANSI/UL 263 uL ONLINE CERTIFICATIONS DIRECTORY ADesign No. U465 BXUV.U465 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. Fire -resistance Ratings - ANSI/UL 263 Design No. U465 June 07, 2013 Nonbearing Wall Rating — 1 HR. 4 A' } �J 4 r ........... .. L 1. Floor and Ceiling Runners — (Not shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. IA. Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. 5 6 VA TYPE P-2 I imnl=RCInF nF EXISTING EXTERIOR WALL EXISTING 5/8" GYP. BOARD METAL STUDS W/1" AIR SPACE @ 16"O.C. R-13 + R-10ci BATT INSULATION VAPOR BARRIER EXISTING METAL STUDS FASTEN TO SLAB BELOW EXISTING BASE REFER TO FINISH SCHEDULE FINISH FLOOR (SEE SCHEDULE) I.C. Floor and Ceiling Runners — (Not shown) —For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. I.D. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. I.E. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1F. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A or 6C (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, Type X, Type C, SilentFX, 5/8" Easi-Lite Type X GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS. NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSL. 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional -Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F or 43. 9 10 EXIST'G CLADDI LIQUID PENETF EXTENE SEALP 12 Z D EtAl L - STOREFRONT HEAD 'SCALE: 3"=11011 CURTAIN WAL WINDOW SYS' PER SCHED. e s ENTRY DOOR SYSTEM ENTRY DO( PER SCHE[ ADA COMP DOOR SILL SCHEDULE COMPRES%' FILLER zn DETAIL -TRANSOM SCALE; 3" = V-0" INSTALL DOOR FRAME AND SEALANT PER MANUF'R INSTRUCTIONS ENTRY DOOR HEAD FRAME W/ CONCEALED CLOSER DETAIL- STOREFRONT FACADE -SCALE: 3" _V_0" 13 14 15 DASH POINT VILLAGE 1618 SW DASH POINT ROAD FEDERAL WAY, WA 98023 A a sith C 0. 603 Stewart Street suite 610 C Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant D RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT E Consultant Registration F Architect Registration 6294 G REGISTERED HITECT KE MITH STA E OF WASHINGTON H No. Date Issues 1 05,25,21 PRE—APP 2 0112 22 PERMIT CORRECTION I J Project Name Project Number 02016063.01 Description WALL TYPES K Computer File A-300.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 16 A�300 GENERAL STRUCTURAL NOTES A. GENERAL THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CAR E AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR 51MILAR LOCALITIES. THEY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 2. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING, FORM -WORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS NOT EXCEEDED. 3. DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM (SUCH AS STAIRS, RAILINGS, NON-STRUCTURAL WALLS) AND PREFABRICATED STRUCTURAL ITEMS (SUCH AS FLOOR, ROOF TRUSSES) SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE SUBMITTED FOR REVIEW AND FOR SUBMITTAL REQUIREMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCH'L., MECH., PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 5. TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO 51MILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS FOR DESIGN. REFERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE REFER TO THE LATEST EDITION. 8. ALL INSPECTIONS REQUIRED BY THE BUILDING CODES, JURISDICTION, OR THESE PLANS SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION. B. BASIS FOR DESIGN I. BUILDING CODE: INTERNATIONAL BUILDING CODE 2018 2. ROOF LOADS: DEAD LOAD: 20 PSF LIVE LOAD (REDUCIBLE): 20 PSF 3. WIND LOADS: 91 MPH BASIC WIND SPEED (Vasd = 13 MPH) EXPOSURE C COMPONENT AND CLADDING INTERNAL PRESSURE WIND PRESSURE PER A5CE1-16 COEFFICIENT (GCpi) = 0.18 4. SEISMIC LOADS: 51TE CLASS D SEISMIC DESIGN CATEGORY D SS = 1.354 61 = 0.465 5DS = 1.083 5D 1 = 0.600 aP = 1.000 RP = 2BOO 5. SNOW LOADS: Pg = 25 PSF Ps = 25 P5F 6. RISK RISK CATEGORY II CATEGORY: SEISMIC IMPORTANCE FACTOR = 1.0 1. RAIN INTENSITY: I 1/2"/HR (BASED ON 100-YR RAIN CYCLE) C. MASONRY I. ALL MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH IBC 2104 AND ACI 530.1. 2. MASONRY COMPRESSIVE STRENGTH, f'm, SHALL BE 2000 PSI UND. 28 DAY COMPRESSIVE STRENGTHS OF INDIVIDUAL COMPONENTS 0.e., BLOCK, GROUT, AND MORTAR SHALL BE AS NOTED BELOW. BLOCK STRENGTH SPECIFIED IS BASED ON NET AREA. ALTERNATIVELY, STRENGTHS OTHER THAN THOSE LISTED BELOW MAY BE USED IF THE COMBINED SYSTEM ACHIEVES SPECIFIED VALUE OF f'm, AND MASONRY COMPRESSIVE STRENGTH 15 VERIFIED BY THE PRISM TEST METHOD IN ACCORDANCE WITH ASTM C1314. f'm: BLOCK: GROUT: MORTAR: MORTAR TYPE: 2000 PSI 2000 PSI 2000 PSI 2000 PSI TYPE S 3. STRUCTURAL MASONRY SHALL BE HOLLOW, MEDIUM WEIGHT (115 PCF), LOAD -BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. BLOCK TEST DATA BY A CERTIFIED LABORATORY SHALL BE SUBMITTED FOR REVIEW. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION U.N.O. WITH ALL VERTICAL CELLS IN ALIGNMENT. 4. GROUT SHALL CONFORM TO REQUIREMENTS OF IBC 2103.3. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ONLY SOLID GROUT CELLS WITH REINFORCING UNLESS REQUIREMENT TO SOLID GROUT ENTIRE WALL IS SPECIFICALLY NOTED ON PLANS OR SCHEDULE. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS. 5. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF IBC 2103.2. SEE TABLE ABOVE FOR MORTAR TYPE. MORTAR THICKNESS SHALL NOT EXCEED 5/8 INCH. 6. GROUT AND MORTAR MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY, STAMPED BY AN APPROPRIATELY LICENSED SPECIALTY ENGINEER, AND APPROVED BY THE ENGINEER OF RECORD. MIX DESIGNS SHALL INCLUDE THE PROJECT NAME AND INDICATE THEIR USE WITHIN THE STRUCTURE. 1. MECH., ELECT., AND PLUMBING PENETRATIONS THRU MASONRY SHALL COMPLY WITH THE FOLLOWING: 1.1. DO NOT CUT ANY REINF. THAT MAY INTERFERE WITH PENETRATIONS. INSTALL ANY N SLEEVES REQUIRED BY MECH., ELECT., OR PLUMBING PRIOR TO GROUTING. M N 1.2. PENETRATIONS SHALL NOT BE CORED OR CUT INTO MASONRY WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER THRU THE ARCHITECT. N 1.3, PENETRATIONS THRU LINTELS, PILASTERS, AND JAMBS ARE PERMITTED ONLY WHERE �? SPECIFICALLY DETAILED. 1.4. CONDUIT AND PIPING PARALLEL TO PLANE OF WALL SHALL NOT BE EMBEDDED IN WALL UN.O. D. COLD -FORMED STEEL I. ALL COLD -FORMED STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MFR'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY AISI. D. COLD -FORMED STEEL (CONT'D.) 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, REINFORCEMENTS, FASTENING DEVICES, BRACING, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MFR. TO PROVIDE A COMPLETE FRAMING SYSTEM. 3, STEEL FOR 54, 66, 91 AND 118 MILS THICK (1(o, 14,12 AND 10 GAGE) STUDS AND JOISTS SHALL HAVE A MIN. YIELD STRENGTH OF 50 KSI. STEEL FOR ALL THINNER STUDS AND JOISTS, ALL THICKNESSES OF TRACK, ALL DIAGONAL TENSION STRAPS AND BRACES, AND BRIDGING SHALL HAVE A MIN. YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OR WELDS. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PAINT. 5. SCREWS SHALL BE SELF -TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL SCREWS. SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF A LARGER DIA. WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8" o.c. AND WITH A MIN. FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIN., U.N.O. SIZE CLIP ANGLES AND FLAT CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. ALL SCREWS *S AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/16". 6. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD -FORMED STEEL FRAMING WORK ALL WELDING SHALL USE E60 SERIES ELECTRODES (MIN. ROD DIA. = 1/8") AND SHALL CONFORM WITH THE LATEST AMERICAN WELDING SOCIETY STANDARDS. 1, ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UN.O., PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, AND BEAM BEARING. 8. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE INSTALLED TO PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-0" MAX. INTERVALS. WALLS V-0" AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING AT MID -HEIGHT. ADDITIONALLY, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND WHERE NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. 9. STUDS, JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS SHALL BE 3505162-33 MIN. TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE 350T125-33 MIN. 10. JOISTS, STUDS, TRACK, ETC. SHALL HAVE STEEL THICKNESS AND EFFECTIVE SECTION PROPERTIES AS LISTED IN THE STEEL STUD MFR.'S ASSOCIATION PRODUCT TECHNICAL GUIDE, ICC ESR-3064P, OR EQUIVALENT. E. STRUCTURAL STEEL 1, STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES UN.O: SHAPE: STANDARD: Fy- ROLLED WIDE FLANGE SECTIONS A5TM A992 50 KSI OTHER STANDARD STEEL SHAPES A5TM A36 36 KSI AND ROLLED SECTIONS BARS AND PLATES A5TM A36 36 KSI OR ASTM A512, GRADE 50 (WHERE NOTED) 50 KSI PIPES ASTM A53, GRADE B 35 KSI H55 (RECT.) ASTM A500, GRADE C OR ASTM A1085 50 KSI H55 (ROUND) ASTM A500, GRADE C OR ASTM A1085 46 KSI 2. ALL STRUCTURAL AND MISC. STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 303 AND SHALL BE COMPLETED BY AN "APPROVED STEEL FABRICATOR." SHOP DRAWINGS AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS AS REQUIRED BY AISC 360, SECTION MI. F. STRUCTURAL STEEL WELDING 1. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AISC 360, SECTION J2 AND FOLLOW THE PREQUALIFIED JOINT DETAILS INCLUDED THEREIN. WELDING OF JOINTS THAT INCLUDE REINFORCING STEEL SHALL CONFORM TO AWS DIA. 2. WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL COMPLETE -JOINT -PENETRATION (CJP) WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 3. ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS DI.I, TABLE 3.1, WITH A MIN. TENSILE STRENGTH OF 10 KSI UN.O. WELDS BETWEEN REINFORCING BARS SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.4, TABLE 5.1, WITH A MIN. TENSILE STRENGTH OF 90 KSI U.N.O. (MIN. TENSILE STRENGTHS FOR FILLER METALS USED IN WELDS BETWEEN REINFORCING BARS AND STRUCTURAL STEEL MAY BE 10 KSI), 4. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS DI.I. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER. THE WPS SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO FABRICATION AND ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR. 5. WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE LENGTHS U.N.O. 6. ALL MISC. FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS, MISC. PLATES, ETC., SHALL BE PER AISC 360, TABLE J2.4. 1. WELDS SHALL BE SEQUENCED TO MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE. G. STRUCTURAL STEEL BOLTS. ANCHORS. HEADED STUDS STRUCTURAL STEEL BOLTS, ANCHORS, ETC., SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES UN.O: COMPONENT: STANDARD: Fy- BOLTS ASTM F3125, GRADE A325 --- OR GRADE A490 WHERE NOTED --- NUTS ASTM A563 --- WASHERS ASTM F436 --- ANCHOR RODS ASTM F1554, GRADE 36 36 KSI OR GRADE 55 WHERE NOTED 55 KSI OR GRADE 105 WHERE NOTED 105 KSI (GRADE 55 RODS SHALL COMPLY WITH WELDA51LITY SUPPLEMENT S 1) WASHERS (AT ANCHOR RODS) ASTM A36 36 KSI OR ASTM F844 (U55 STANDARD) --- (F844 WASHERS PERMITTED ONLY FOR 3/4" DIA. RODS AT 1 1/16" MAX. DIA. PUNCHED HOLES IN BASE PLATE WHERE NO WELD REQ'D BETWEEN WASHER AND BASE PLATE) 2. ALL BOLTS SHALL BE INSTALLED AS SNUG -TIGHTENED JOINTS WITH THREADS EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION) UN.O. NIGH -STRENGTH BOLT ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC "SPECIFICATION FOR STRUCTURAL JOINTS U51NG NIGH -STRENGTH BOLTS" AND SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD U.N.O. ALL BOLTS IN SLOTTED OR OVERSIZED HOLES AND ALL HIGH -STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED WASHERS. G. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS (CONT'D.) 1. HEADED STEEL STUDS AND AUTOMATIC WELDED DOWELS SHOWN ON PLANS OR DETAILS SHALL BE BY NELSON STUD WELDING, INC., PER ICC E5R-2856 AND ICC ESR-2907, RESPECTIVELY. STUDS SHALL HAVE FLUXED ENDS AND BE AUTOMATICALLY END -WELDED WITH SUITABLE EQUIPMENT (NO FILLET WELDING OF STUDS PERMITTED UN.O.) AT SPACINGS INDICATED ON THE PLANS OR DETAILS. WELDING OF STUDS SHALL CONFORM TO THE REQUIREMENTS OF AW5 DI.I AND AWS 05.4. HEADED STUDS AND AUTOMATIC WELDED DOWELS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY ARE OF EQUIVALENT CAPACITY FOR THE INTENDED APPLICATION AND HAVE CURRENT ICC APPROVAL. 8. WHERE A SPECIFIC EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS, ONLY THE SPECIFIED PRODUCT SHALL BE USED AND NO SUBSTITUTIONS ARE ALLOWED. WHERE AN EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS BUT A SPECIFIC PRODUCT IS NOT STATED, ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. THE USE OF PRODUCTS NOT INCLUDED BELOW 15 NOT ALLOWED. ALL PRODUCTS SHALL BE INSTALLED WITH SPECIAL INSPECTION. S.I. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ (ICC E61R-1911), SIMPSON STRONG -BOLT 2 (ICC ESR-3031), OR DEWALT POWER -STUD+ 5D2 (ICC E6R-2502) U.N.O. EXPANSION ANCHORS IN MASONRY SHALL BE 5IMP50N STRONG -BOLT 2 NAPMO ER-0240), HILTI KWIK BOLT 3 (ICC ESR-1385) OR DEWALT POWER -STUD+ SDI (ICC E51R-296(o). EXPANSION ANCHORS SHALL BE INSTALLED WITH SPECIAL INSPECTION. 82. SCREW ANCHORS SHALL BE DEWALT SCREW -BOLT+ PER ICC E5R-4042 FOR MASONRY AND ICC E6R-3889 FOR CONCRETE, 5IMP50N TITEN HD PER ICC E5R-1056 FOR MASONRY AND ICC E5R-2113 FOR CONCRETE, HILTI KWIK HUS-EZ PER ICC ESR-3056 FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS SHALL BE INSTALLED WITH SPECIAL INSPECTION. 53. EPDXY ANCHORS IN CONCRETE (ALL -THREAD, REBAR, ETC.) SHALL USE HILTI HIT -RE 500 V3 (ICC ESR-3814), SIMPSON 5ET-3G (ICC E5R-4051), OR DEWALT PURE110+ (ICC E5R-3298) U.N.O. ALL EPDXY ANCHORS IN MASONRY (ALL -THREAD, REBAR, ETC.) SHALL USE 5IMP50N SET-XP (IAPMO ER-0265), HILTI HIT-HY 210 (ICC E5R-4143) OR DEWALT ACI00+ GOLD (ICC ESR-3200) U.N.O. EPDXY ANCHORS SHALL BE INSTALLED WITH SPECIAL INSPECTION. H. SPECIAL INSPECTION 1. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER IBC SECTION 110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED IN THIS SECTION. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WORK REQUIRING SPECIAL INSPECTION, 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED CONTRACT DRAWINGS AND SPECS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPEC'S AND THE APPLICABLE CODE PROVISIONS. 5. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR INSPECTION PURPOSES. 6. TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: 6.1. EPDXY ANCHORS IN CONCRETE - INSPECTION OF EPDXY ANCHORS IN CONCRETE SHALL BE PERIODIC, U.N.O. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL ADHESIVE ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). AT THE TIME OF INSTALLATION, THE CONCRETE SHALL HAVE ACHIEVED A MINIMUM AGE OF 28 DAYS, BE DRY, AND BE BETWEEN 50 DEGREES F AND 104 DEGREES F. THE HOLES SHALL BE DRILLED WITH A HAMMER DRILL TO THE DIMENSIONS LISTED IN THE MPII AND SHALL BE GLEANED USING THE BLOW -BRUSH -BLOW TECHNIQUE REQUIRED IN THE MPII. WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE, IT IS ASSUMED THAT THE CONCRETE IS CLASSIFIED AS ALL -LIGHTWEIGHT CONCRETE AS DEFINED IN ACI 318. ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY (EXCEPT FOR ANCHORS IN A SLAB -ON -GRADE) OR UPWARDLY INCLINED SHALL BE INSTALLED BY PERSONNEL WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT AND SHALL BE INSTALLED WITH CONTINUOUS SPECIAL INSPECTION. 62. EPDXY ANCHORS IN MASONRY - EPDXY ANCHORS IN MASONRY SHALL BE INSTALLED WITH PERIODIC SPECIAL INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL ADHESIVE ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). 6.3. SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY - SCREW ANCHORS AND EXPANSION ANCHORS SHALL BE INSTALLED WITH PERIODIC SPECIAL INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL SCREW/EXPANSION ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS IMPIU. 6.4. STEEL CONSTRUCTION AND WELDING PER IBC SECTION 11052. STEEL CONSTRUCTION SPECIAL INSPECTIONS INSPECTION OF HIGH -STRENGTH BOLTING INSPECTION TASKS PRIOR TO BOLTING CONTINUOUS PERIODIC MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS X - FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS _ X PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE - X EXCLUDED FROM SHEAR PLANE) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL - X CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF - X SPECIFIED, MEET APPLICABLE REQUIREMENTS PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED - X FOR FASTENER ASSEMBLIES AND METHODS USED PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS _ X INSPECTION TASKS DURING BOLTING CONTINUOUS PERIODIC FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE - X POSITIONED AS REQUIRED JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO - X THE PiRETEN510NING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH _ X PREVENTED FROM ROTATING FASTENERS ARE PRETEN51ONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY - X FROM THE MOST RIGID POINT TOWARD THE FREE EDGES INSPECTION TASKS AFTER BOLTING CONTINUOUS PERIODIC DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X _ 6.5. H. SPECIAL INSPECTION (CONT'D.) STEEL CONSTRUCTION SPECIAL INSPECTIONS INSPECTION OF WELDING INSPECTION TASKS PRIOR TO WELDING CONTINUOUS PERIODIC WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE X - MANUFACTURER CERTIFICATIONS FOR WELDING X - CON5UM5ALE5 AVAILABLE MATERIAL IDENTIFICATION (TYPE/GRADE) - X WELDER IDENTIFICATION SYSTEM * - X FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - X CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES - X FIT -UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - X CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATION) CHECKING WELD EQUIPMENT - X * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. INSPECTION TASKS DURING WELDING CONTINUOUS PERIODIC USE OF QUALIFIED WELDERS - X CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING - X EXPOSURE CONTROL NO WELDING OVER CRACKED TACK WELDS - X ENVIRONMENTAL CONDITIONS WIND SPEEDS WITHIN LIMITS - X PRECIPITATION AND TEMPERATURE WPS FOLLOWED SETTINGS ON WELD EQUIPMENT TRAVEL SPEED SELECTED WELDING MATERIALS SHIELDING GAS TYPE/FLOW RATE PREHEAT APPLIED _ X INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) PROPER POSITION (F, V, H, OH) INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED WELDING TECHNIQUES INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE LIMITATIONS _ X EACH PASS MEETS QUALITY REQUIREMENTS SINGLE -PASS FILLET WELDS GREATER THAN 5/16" X - MULTI -PASS FILLET WELDS X - COMPLETE AND PARTIAL PENETRATION WELDS X - PLUG AND SLOT WELDS X - SINGLE -PASS FILLET WELDS EQUAL TO OR LESS THAN 5/16" - X FLOOR AND ROOF DECK WELDS - X INSPECTION TASKS AFTER WELDING CONTINUOUS PERIODIC WELDS CLEANED - X SIZE, LENGTH AND LOCATION OF WELDS X - WELDS MUST MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION X - WELD PROFILES WELD SIZE UNDERCUT POROSITY ARC STRIKES X - k-AREA * * X - PLACEMENT OF REINFORCING OR CONTOURING FILLET X _ WELDS (IF REQUIRED) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X _ REPAIR ACTIVITIES X - DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER X - * * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 IN, OF THE WELD. 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1104. I. SUBMITTALS 1. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (AS APPLICABLE) U.N.O. STRUCTURAL STEEL 2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. CONTRACTOR'S REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH CONTRACT DOCUMENTS. 3. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT DRAWINGS OR SPECIFICATIONS. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR ENGINEER'S REVIEW. 4. PREFABRICATED COMPONENTS, SPECIALTY ITEMS, OR DESIGN -BUILD ELEMENTS NOTED ON THE STRUCTURAL DRAWINGS, BUT WHICH REQUIRE THE MFR. OR SUPPLIER TO PROVIDE THE DESIGN, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AS A DEFERRED SUBMITTAL. DEFERRED SUBMITTALS REQ'D. BY THE STRUCTURAL ENGINEER OF RECORD SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: MASONRY GROUT AND MORTAR MIX DESIGNS SIGNAGE STAIRS, HANDRAILS, GUARDRAILS, AND THEIR COMPONENTS SUPPORT/ANCHORAGE OF MECH., ELECT., AND PLUMBING EQUIPMENT AND COMPONENTS 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND STAMPED BY AN APPROPRIATELY LICENSED ENGINEER (SPECIALTY ENGINEER) SHOWING LOCATION AND MAGNITUDE OF LOADS, CONFIGURATION AND SIZE OF MEMBERS, AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM. 6. THE PURPOSE OF THE STRUCTURAL ENGINEER'S REVIEW OF DEFERRED SUBMITTALS SHALL BE LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE BEEN PROPERLY SEALED, THAT THE LOAD CRITERIA IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS AND WITH THE REFERENCED BUILDING CODE, THAT CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY DESIGN, AND THAT THE PRIMARY STRUCTURE 15 CAPABLE OF SUPPORTING THE IMPOSED LOADS. I. SUBMITTALS (CONT'D.) 1. THE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF DESIGNS PROVIDED BY OTHERS. 8. FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1) COPY SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S CORRECTIONS ON ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR THE ENGINEER'S RECORDS. ALLOW FIVE (5) TO TEN (10) WORKING DAYS FOR THE ENGINEER'S REVIEW. 9. REFER TO APPLICABLE G.5N. SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO INDIVIDUAL SUBMITTALS. STANDARD ABBREVIATIONS AB ACI A.G.S. AISC AISI ALT. ANSI A.R. ARCH'L. ASTM ATS AWS B.F. B.F.F. BOT. ERG. CANT C.J. C.J.P. q CLR. COL. CONT CRSI DIA. DIAL, DWG. E.F. ELECT ELEV. E.O.R. EQ. EP ES ESR E.W. F.F. FLR. FRTW FT. FTG. GA. GLB G.S.N. G.T. HORIZ. HSS IAMPO ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ALL COMMON SURFACES AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE ANCHOR ROD ARCHITECTURAL AMERICAN SOCIETY FOR TESTING AND MATERIALS ANCHOR TIE -DOWN SYSTEM AMERICAN WELDING SOCIETY BOUNDARY FASTENERS BELOW FINISH FLOOR BOTTOM BEARING CANTILEVERED CONTROL JOINT COMPLETE JOINT PENETRATION CENTER LINE CLEAR DIMENSION TO FACE OF REBAR COLUMN CONTINUOUS CONCRETE REINFORCING STEEL INSTITUTE DIAMETER DIAGONAL DRAWING EACH FACE ELECTRICAL ELEVATION ENGINEER OF RECORD EQUAL END POST END STUD(S) EVALUATION SERVICE REPORT EACH WAY FINISH FLOOR FLOOR FIRE RETARDANT TREATED WOOD FOOT FOOTING GAUGE GLULAM BEAM GENERAL STRUCTURAL NOTES GIRDER TRUSS HORIZONTAL HOLLOW STRUCTURAL SECTION INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS SHEET INDEX IBC ICC I.D. INFO. JT. K KO. KP KS KSI LLH LLV LSL LVL MFR, MAX. MECH. MIN. MISC. N.T.S. O.C. O.D. OPP. P PL. PLF PLYWD. PSF PSI PSL RCSC REQ'D SIM. SLRS SPEC. STD. STK SW T&B T & G THRU T.O. T.O.D. T.O.F. T.O.L. T.O.S. T.O.W. TP TS TYP. UN.O. VERT. w/ wlo WT. INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE DIAMETER INFORMATION JOINT KIP (1,000 LBS) KNOCKOUT KING POST KING STUD(S) KIPS PER SQUARE INCH LONG LEG HORIZONTAL LONG LEG VERTICAL LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MANUFACTURER MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE POST PLATE POUNDS PER LINEAR FOOT PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS REQUIRED SIMILAR SEISMIC LOAD RESISTING SYSTEM SPECIFICATION STANDARD STACKED SHEAR WALL TOP AND BOTTOM TONGUE AND GROOVE THROUGH TOP OF TOP OF DECK TOP OF FOOTING TOP OF LEDGER TOP OF STEEL TOP OF WALL TRIMMER POST TRIMMER STUD(S) TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WITHOUT WEIGHT • INDICATES PREVIOUSLY / CURRENTLY ISSUED SHEETS PLANCHECK SUBMITTAL SHEET TITLE • SO.1 GENERAL STRUCTURAL NOTES • S1.0 FOUNDATION PLAN AND ENLARGED FOUNDATION PLANS • S2.0 FRAMING DETAILS Cr) RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT wok LLJ (10 Co O N O Q \- / ^^O L.L Z u) � 0 0 '^ Co -0 0 r r COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. REPRODUCTION OR RE -USE OF THIS DRAWING FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED. DATE: December 3, 2021 DESIGN BY: EA PROJECT MGR: EA PROJECT NO: 212647 GENERAL STRUCTURAL NOTES 01 /05/2022 FOUNDATION PLAN NOTES A B C D E F G H J I I I I I I I I I FOUNDATION 5CALE: PLAN 2 ENLARGED FOUNDATION PLAN SCALE: 1/4"=1'-0" 1 ENLARGED FOUNDATION PLAN 5CALE: 1/4"=1'-0" A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC;., w/ ARCH'L. AND/OR CIVIL PRIOR TO CON5TRUCTION. RE50LVE D15CREPANCIE5 WITH ARCHITECT. i N 5, FIN15H FLOOR ELEVATION VARIES. SEE CIVIL DWG5. N C. SEE ARCH'L. AND/OR CIVIL DWGS. FOR EXTERIOR SLABS, WALLS, ETC. D. FULL -HEIGHT INTERIOR NON -BEARING WALL5 5HALL BE 6005131-43 AT 16" o.c., MAX. HEIGHT = 24'-0", BRIDGE PER DETAIL 103 AT SPACING PER G.5N. W Z W 2 a II_ W Z 0 a� V) ai E O O L U � 0 O E O O crnm.� �i a) DO m DA L U > a, c rya viNO�•UD M N Ln > a1 � O tD t>= c-I J Q z �: RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT LLJ O ry N O J - .� O Q > a- Z C/) � 0U) 0� Q oo -0 � c0 (1) H T_ COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. REPRODUCTION OR RE -USE OF THIS DRAWING FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED. ry wam z DATE: December 3, 2021 DESIGN BY: EA PROJECT MGR: EA PROJECT NO: 212647 FOUNDATION PLAN AND ENLARGED FOUNDATION PLANS LM 3 01 /05/2022 I 103 104 n BLOCKING n BRIDGING CFS STUD WEB BRACING CFS01-19 200128 B� TOP OF WALL BRACING BOTTOM TRACK ATTACHMENT ( 150U050-54, 33 U-CHANNEL BRIDGING ( SIMPSON SU15H325 BRIDGING CONNECTOR AT 33 MIL TO 54 MIL STUDS. SIMPSON M6U5H325 BRIDGING CONNECTION AT 68 MIL TO 91 MIL STUDS ( (2) #10-16 SCREWS ® COPED XXXT150-43 AT EACH END OF WALL, AT 12'-0" o.c., ADJACENT TO WALL OPENINGS AND SHEAR WALL JAMB STUDS �5 CONT. 20 GA. x 2" HORIZONTAL STRAP, EACH SIDE OF WALL ® (4) *10xl/2" SCREWS, STRAP TO BLOCK (1) (2) 1110xl/2" SCREWS, STRAP TO STUD ® METAL STUD, 8" MAX DEPTH 33 MIL TO 54 MIL NO SCALE C:1 STUD PER PLAN. BRACE PER G.S.N. 02 BOTTOM TRACK TO MATCH MIL THICKNESS OF STUDS. ( 2" DEFLECTION TRACK TO MATCH MIL THICKNESS OF STUDS ® EXISTING CONCRETE SLAB ON GRADE (1) EXISTING DECK ABOVE ® MAX. WALL HEIGHT PER PLAN Cl) HILTI X-GN FASTENERS AT 16" oz. ® 010 SCREWS AT 12" o.c. AT ROOF DECK ( #10 SCREW EACH FLANGE, EACH STUD A. HILTI X-GN FASTENERS SHALL BE PER ESR-1152 OR SIMILAR SHOTPINS. B. STUDS SHALL NOT ATTACH TO EXISTING STEEL JOISTS AT ROOF, NOTIFY STRUCTURAL ENGINEER FOR ATTACHMENT IF REQUIRED. TYPICAL INTERIOR NON -BEARING WALL STUD ATTACHMENT 104-212641 NO SCALE 101 �J Co CO X SECTION (D EXISTING MASONRY WALL �2 NEW ANCHOR PER PLAN. DETAIL SHOWS SCREW ANCHOR, BUT ACTUAL ANCHOR MAY DIFFER FROM WHAT IS SHOWN. GROUT SHALL REACH DESIGN STRENGTH PRIOR TO INSTALLING ANCHOR ( MINIMUM SOLID GROUTED AREA AT NEW ANCHOR ® BREAK OUT FACE SHELL OF UNGROUTED CELL ABOVE ANCHOR OR AT TOP OF WALL �5 FILL UNGROUTED CELL WITH GROUT PER G.S.N. 01 /05/2022 A. ALL POST -INSTALLED ANCHORS SHALL BE PLACED IN GROUTED MASONRY NEW GROUTED CELLS AT EXISTING MASONRY WALL Fa=01-23 191002 A. GROUT CELLS 16" (MIN.) ABOVE AND AT SIDES OF OPENING B. PLACE C CHANNEL LINTEL AND HSS JAMBS PRIOR TO CUTTING THE OPENING 6" MIN, 81I MAX. 6 3 zX 5 2 lz 4 n SECTION n SECTION 102 OPENING IN W MASONRY WALL 102-212641 NO SCALE (D NEW SAW -CUT OPENING, DIMENSIONS PER ARCH'L DWGS ( STEEL JAMB EACH SIDE OF OPENING PER PLAN (3) 1/2" DIA. 5IMP50N TITEN HD SCREW ANCHOR w/ 4 1/2" EMBEDMENT AT 24" o.c. ® 2 1/2" (MAX.) DIA. BOLT ACCESS HOLE r ( EXISTING CMU WALL, GROUT CELLS SOLID EACH SIDE AND ABOVE OPENING ® AT 6'-O" OPENING: CSx13.15 AT 14'-8" OPENING: C15x40 (] 5/16" CAP PLATE, BEAR DIRECTLY ON SLAB ON GRADE NO SCALE Lu ° c w �' w 2 c Q� Ur H a W Z n o a Cl C S V, a - v E o r O � CD °'1- v o ° cMm.Ez', v 00 m ao n U>m c vZN°�'c C M V; C) eo Ln > c C) ao ��o>� M ° RESUBMITTED 1/18/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT L�J LLJ (10 Co O N O - O Q z co 00�: Co < Co r r COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. REPRODUCTION OR RE -USE OF THIS DRAWING FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED. Z O H a U U) LL.I 0 w 0 DATE: December 3, 2021 DESIGN BY: EA PROJECT MGR: EA PROJECT NO: 212647 FRAMING DETAILS