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Pecos Pit - Yelm Plan SetA1.1descriptionissueddatechecked bydrawn byJTBproject namedrawing titleMDLpermit plan12815 NE 126th Place, Kirkland, WA 98034t.425.747.3177 www.mlarch.comUNPUBLISHED WORK© 2023 MERRICK LENTZ ARCHITECTUnauthorized use or reproduction of these drawingsor any part herein without the permission ofMerrick Lentz Architect is not permittedconsultantstamp02/27/2023Permit planPECOS PIT BARBEQUE-YELMNISQUALLY PLAZASuite HEast Yelm AvenueYelm, WA 98957PROJECT NOTESSCOPE OF WORKADDRESSOWNERTENANTAPPLICANTAPNZONINGCONSTRUCTION OF FOOD SERVICE FACILITY IN EXISTINGRETAIL BUILDING.1010 EAST YELM AVENUE, SUITE HYELM, WA 98597YELM PLAZA LLC8448 N. MERCER WAYMERCER ISLAND, WA 98040PECOS PITMERRICK LENTZ ARCHITECTRICK LENTZ12815 NE 126th PLKIRKLAND, WA 9803422730110206C-1 COMMERCIAL2018 INTERNATIONAL BUILDING CODE w/ WASHINGTONSTATE AMENDMENTS2018 INTERNATIONALAL EXISTING BUILDING CODE2018 INTERNATIONAL FIRE CODE - WAC 51-542009 ANSI/ICC A117.1TOTAL BUILDING AREA: 14,394 SFWORK AREA: 1840 SF169,013 SF (3.88 AC)V-B FULLY SPRINKLEREDA-2 - FOOD SERVICENO CHANGE PROPOSED TO EXISTING PARKING ORLANDSCAPINGGOVERNING CODESBUILDING AREASITE AREACONSTRUCTION TYPEOCCUPANCY GROUPPARKINGPROJECT OCCUPANCYDEFERRED SUBMITTALSLEGAL DESCRIPTIONSEATING 749 / 1550 OCCSKITCHEN 805 / 3004 OCCSOFFICE 58/100 1 OCCRESTROOMS108EXEMPTTOTAL OCCUPANCY56 OCCSSITE MODIFICATIONSMECHANICALPLUMBINGELECTRICALFIRE SPRINKLER/ALARM MODIFICATIONSSEC 30 TN 17 R 2E SS988210 LOT 4 DOC 3167697SITE KEY PLANBUILDING KEY PLANSITE KEY PLANNO SCALESHEET INDEXA1.1A2.1A2.2A2.3A3.1QF100QF600S-0S-1S-2SITE KEY PLAN, PROJECT NOTESDEMO PLAN, CONSTRUCTION FLOOR PLAN, STOREFRONT ELEVATIONREFLECTED CEILING PLAN, SUSPENDED CEILING DETAIL, FINISH SCHEDULERESTROOM PLAN AND ELEVATIONS, DOOR SCHEDULEEXTERIOR DETAILSFIXTURE AND EQUIPMENT PLAN AND LISTEQUIPMENT ELEVATIONSSTRUCTURAL NOTESFRAMING PLANFRAMING DETAILSVICINITY MAPNO SCALEPROJECT NOTESVICINITY MAPNEWSPROJECT LOCATIONPROJECT LOCATION MATERIALPRODUCTTRADENAMEMODELNUMBER 16'-258"7'-9"7'-514"2'-358"3'-1114"1'-1158"3'-5"2'-512"3'-11"3'-5"6'-1"1'-412"11'-7"3'-1"1'-358"2'-1"4'-11"3'-9"2'-1"CLEARCLEAR4'-138"2'-538" 4 ' - 8 3 8"1'-4"14'-4"6'-0"8'-6"MIN.5'-1012"48" WALL8'-8"2'-912"2'-812"6'-3"10'-6"HORTON SERIES 8100TSTRANSACTION WINDOWNEW 4" CONCRETE SIDEWALK -MAX. 2% SLOPE FROM DOORNEW 112"Ø PIPERAILING @ +36"48" WALLUSE THIS POINT TO SET SINK WALLDIMENSIONS AND THE NORTH EDGEOF THE CMU CUT FOR THETRANSACTION WINDOW6"6"6"DIMENSIONS ARE TO FACE OF STUD, OR FACE OF EXISTING SURFACESFRAME INTERIOR WALLS WITH 362S137-33 @ 24" o.c.STARTING POINT FOR RESTROOMAND COOLER WALLS DIMENSIONING5'-714"KNEEBRACEKNEEBRACE4'-714"LINE OF VINYLAWNING OVER3 ' - 6 "NO CHANGE TO ADJACENT VACANTSPACE BEYOND DEMISING WALL12356478B/A3.1A/A3.14'-9"9'-8"CUT 4'-9" x 6'-2" OPENINGIN EXISTING CMU WALLPER STRUCTURALREMOVE COLUMN ANDMANSARD OVERHANGTHIS ELEVATIONREMOVECOLUMNREMOVE CONCRETE WALK FROM SEAMAT START OF SLOPED WALK TO EDGEOF ASPHALT AT DRIVE AISLEREMOVE PLANTING AREAAND ASPHALT IN FIRSTADJACENT PARKING STALLREMOVE CURBPER CIVIL PLANREMOVE SECTIONS OF STOREFRONT.PREPARE FOR REVISED STOREFRONT TOMATCH EXISTING STYLE AND COLORREMOVE LANDSCAPING AND PREPAREA FOR NEW DRIVE-THROUGHLANE PER CIVIL (SEPARATE PERMIT)EXISTING ASPHALT DRIVETO REMAIN. INSTALL NEWCURB AS REQ'DREMOVE CARPET, PREP SURFACE FOREXPOSED SEALED CONCRETE FINISHREMOVE ALL CEILING TILES -RETAIN EXISTING GRID(EXCEPT AS NOTED)LINE OF NEWDEMISING WALLPREP FORINSTALLATION OFNEW 200A ELECTPANEL1'-6"CONFIRM R.O. BEFORECUTTING CMUA/A3.1B/A3.115'-1012"2'-412"3'-0"2'-4"1'-10"3'-0"3'-4"7'-334"3'-0"NEW GLAZING TO BETEMPERED PER HATCH9'-0" 7'-0"L DEMISING WALL BEYONDCSCALE: 1/4" = 1'-0"DIMENSIONED FLOOR PLANFLOOR PLANDEMOLITION PLANSTOREFRONTELEVATIONA2.1SCALE: 1/8" = 1'-0"DEMOLITION FLOOR PLANSCALE: 1/4" = 1'-0"SOUTH STOREFRONT ELEVATIONdescriptionissueddatechecked bydrawn byJTBproject namedrawing titleMDLpermit plan12815 NE 126th Place, Kirkland, WA 98034t.425.747.3177 www.mlarch.comUNPUBLISHED WORK© 2023 MERRICK LENTZ ARCHITECTUnauthorized use or reproduction of these drawingsor any part herein without the permission ofMerrick Lentz Architect is not permittedconsultantstamp02/27/2023Permit planPECOS PIT BARBEQUE-YELMNISQUALLY PLAZASuite HEast Yelm AvenueYelm, WA 98957NEWSNEWS OPEN TO STRUCTURE ABOVESUSPENDED CEILING @ +9'-8"NO CHANGE TO ADJACENT VACANTSPACE BEYOND DEMISING WALLB/A3.1A/A3.1LED PENDANT LIGHT FIXTUREw/ LED DROP-IN LIGHT FIXTURELED RECESSEDFIXTURELED WALL-MT'DFIXTUREC/A2.3CALT. SUSPENSION1/4"Ø EYESCREW TOSTRUCTUREABOVE45MAX.oTRUSS BOT. CHORD/JOISTTIE HANGER WIRE TO BOT.CHORD @ PANELVERTICAL COMPRESSIONSTRUT @ 12'-0" o.c. MAX. EA.WAY PER SCHED.12 GA. TIE WIRE SEISMICBRACING ASSEMBLY PER "B"12 GA. WIRE BRACE;PARALLEL TO MAINRUNNERHANGAR WIRE (12 ga) @4'-0" o.c. MAX.MAX.o458" MAX.(2) #8 SCREWSTOP AND BOT.ACT PANEL PER CEILING PLAN, TYP.(CLASS A, WASHABLE SURFACE ATKITCHEN)NOTES:1. SPECIAL INSPECTION IS REQUIRED FOR SUSPENDED CEILINGS IN ZONES D,E, AND F2. REFER "B" FOR CEILING SYSTEM BRACING AND STRUT ASSEMBLY.3. SUSPENDED CEILING SYSTEMS TO COMPLY WITH ASTM C 636, CISCA ZONES 3-4 &ASCE 7-02 SECTION 9.6.2.6.2.2AS REFERENCED IN IBC 1621.14. INSTALL SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS ON CEILING AREAS OVER 2,500 S.F.5. ALL LIGHT FIXTURES AND MECHANICAL TRIMS SHALL BE INDEPENDENTLY SUPPORTED BY SAFETY WIRES ASINDICATED8" MAX.SPREADER BAR2" WALL MOULDINGHEAVY DUTY MAIN RUNNER ANDCROSS TEE, TYP.34"WALL PER PLAN34" SPACE TO WALL ON TWOADJACENT WALLSPROPRIETARY SYSTEM: ARMSTRONG SEISMIC RX (ESR-1308)8" MAX.SPREADER BAR7/8" WALL MOULDING34"WALL PER PLANUNATTACHED WALLMANUF'RSUNATTACHEDWALL CLIP8" MAX.7/8" WALL MOULDINGWALL PER PLANATTACHED WALLMANUF'RSATTACHEDWALL CLIP(INSTALL SYSTEM EXACTLY AS SHOWN IN EVALUATION REPORT)2"MAX.MAIN RUNNERCROSS TEECOMPRESSION STRUT PERSCHED. NOTCH AS REQ'DFOR CEILING PANELREFER "A" FOR HANGERWIRE, STRUT ANDCONNECTION TOSTRUCTURE ABOVE12 GA. HANGER WIREPARALLEL TO CROSS TEE,ANCHORED TO MAINRUNNER12 GA. MIN. HANGER WIRE @ 48"O.C. MAX. & W/IN 8" OF CEILINGOR WALL DISCONTINUITY;PROVIDE ADD'L WIRE W/IN 3" OFEA. CORNER OF EA. FIXTURE;PROVIDE (2) ADD'L WIRES TOOPPOSITE CORNERS OFFIXTURE (MAY BE SLACK).NOTE: LIGHTS & MECH.GRILLS SHALL BE MECH.FASTENED TO GRID.45° MAX., TYP.HORIZ.MAX.2"NOTE: ATTACH GRID BRACING ASSEMBLY @ 12' o.c. MAX.START FIELD 4'-0" FROM PERIMETER DEMISING WALL.PARALLEL TO MAINRUNNER; 12 GA. WIRE,TYP.45° MAX., TYP.BSEISMIC BRACING8" MAX.2" WALLMOULDINGWALL PER PLANCONNECT GRID TO WALLCHANNEL ON TWOADJACENT WALLSREFER "A" FOR WALLCONNECTIONUNATTACHED WALLATTACHED WALLALTERNATE NON-PROPRIETARY SYSTEMAWALL CONNECTIONCEILING SEISMIC REQUIREMENTS·MINIMUM INTERSECTION STRENGTH LIMITS @ MAINTEE/CROSS TEE = 180 LBS·VERTICAL HANGER WIRES SHALL BE 1 IN 6 MAX. PLUMB·REQUIRED END/WALL CLEARANCE: 3/4" MIN.·CONNECT GRID TO PERIMETER, ATTACHED ON TWOADJACENT WALLS·PERIMETER TEE ENDS SHALL BE TIED TOGETHER·SPLAY WIRES OR RIGID BRACING SHALL BE LOCATED WITHIN2" OF INTERSECTION AND SPLAYED 90 DEGREES APART AT45° ANGLES·PROVIDE COMPRESSION STRUTS 12'-0" O.C. IN BOTHDIRECTIONS, STARTING 6' MAX. FROM WALLS·SPLAY CONNECTION STRENGTH SHALL BE 200 LBS MIN. ORDESIGN LOAD,, WHICHEVER IS GREATER·PROVIDE SEISMIC SEPARATION JOINT FOR AREAS GREATERTHAN 2500 SFLIGHT FIXTURE ATTACHMENTS·MECHANICALLY ATTACH ALL LIGHT FIXTURES TO GRID (NEC410-16). TWO PER FIXTURE UNLESS INDEPENDENTLYSUPPORTED.·SUPPORT PENDANT HUNG FIXTURES DIRECTLY FROMSTRUCTURE W/ 9 GA WIRE·LAY-IN OR CAN LIGHT FIXTURES, THUS:- <10 LBS: ONE LOOSE WIRE TO STRUCTURE- 10-56 LBS: TWO SLACK WIRES TO STRUCTURE- >56 LBS: SUPPORT DIRECTLY TO STRUCTURESERVICE FIXTURE ATTACHMENTS·AIR TERMINALS. POSITIVELY ATTACH TO GRID. FOR WEIGHTS20-56 LBS ALSO PROVIDE (2) SLACK WIRES TO STRUCTURE.OVER 56 LBS SUPPORT FROM STRUCTURE.·SPRINKLER HEADS: PROVIDE 2" MIN. DIA. OPENINGCOMPRESSION STRUTMAX. HEIGHT7'-8"9'-9"8'-10"(1) 1-5/8"x1-1/4"x.0197 CHANNELCOMPRESSION STRUT SCHEDULE3/4"Ø 0.049" EMT CONDUIT1"Ø 0.057" EMT CONDUITPer NWCB Technical Information Bulletin #401250S137-33 SINGLE STUD13'-6"162S125-33 SINGLE STUD12'-0"CCLIP SUSPENSIONHANGAR WIRE (12 ga)@ 4'-0" O/C E/W MAX.HILTI C-CX ALH32CEILING CLIPS @HANGER SUPPORTHILTI 3/4"x .157" X-PPIN AT PT SLABCEILING1. VERIFY ALL FINISHES AND MATERIAL SPECIFICATIONS W/ OWNER.BASEROOM FINISH SCHEDULERUBBERRUBBERRUBBERRUBBER2. EXISTING CONCRETE FLOOR TREATED WITH CLEAR SEALER, NON-SLIP IN KITCHENNOTES:ROOMRESTROOM 2RESTROOM 1KITCHENDININGFLRWALLSEASTPAINTFRPNORTHPAINTSOUTHPAINTWESTPAINTFIN.REMARKSHT.CEILING OPEN TO STRUCTURE - +11'-8" TO +20'-6"PAINTFRP TO +48" AS SHOWN ON RESTROOM ELEVATIONSRESTROOM VESTIBULECONCPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTEXISTING TO REMAINCEILING OPEN TO STRUCTURE - + 14'-0" TO +16'=0"FRPFRPFRPOFFICEWALK-INCONCCONCCONCCONCCONCCONCRUBBERRUBBERFRPFRPFRPFRP+19'-0"SUSP+9'-8"SUSP+9'-8"SUSP+9'-8"SUSP+9'-8"FRP TO +48" AS SHOWN ON RESTROOM ELEVATIONSFRP TO +48" AS SHOWN ON RESTROOM ELEVATIONSPAINTPAINTPAINTALUMSUSP+9'-8"+8'-0"BY KECALUMALUMALUMALUMALUM2. FINISHES TO BE OF A SMOOTH WASHABLE SURFACE.ALUMSCALE: 1/4" = 1'-0"REFLECTED CEILING PLANREFLECTEDCEILING PLAN,CEILING DETAIL,ROOM FINISHSCHEDULEA2.2descriptionissueddatechecked bydrawn byJTBproject namedrawing titleMDLpermit plan12815 NE 126th Place, Kirkland, WA 98034t.425.747.3177 www.mlarch.comUNPUBLISHED WORK© 2023 MERRICK LENTZ ARCHITECTUnauthorized use or reproduction of these drawingsor any part herein without the permission ofMerrick Lentz Architect is not permittedconsultantstamp02/27/2023Permit planPECOS PIT BARBEQUE-YELMNISQUALLY PLAZASuite HEast Yelm AvenueYelm, WA 98957SCALE: NONESUSPENDED CEILING DETAILNEWS SEMI-GLOSS PAINTFRPRUBBER BASESEMI-GLOSS PAINTRUBBER BASESEMI-GLOSS PAINTFRPRUBBER BASEFRPSEMI-GLOSS PAINTRUBBER BASE2'-10"1'-0"1-1/2"Ø GRAB BARS,1-1/2" CLR. TO WALL1'-6"6"3'-6"3'-4"FRPSEMI-GLOSS PAINTSEMI-GLOSS PAINTSEMI-GLOSS PAINT2'-10"FRPSEMI-GLOSS PAINTFRPSEMI-GLOSS PAINT2'-10" 4'-0"FRPRUBBER BASE3'-0"6"2'-10"FLUSHHANDLEOPEN SIDESEMI-GLOSS PAINTRUBBER BASERUBBER BASE1'-6"SEMI-GLOSS PAINT4'-0" 4'-0" 4'-0" MATERIALPRODUCTTRADENAMEMODELNUMBER 6"30"x48"C L E A RSPACE48"x30"CLEARSPACE60"x59"CLEARSPACET-TURNSPACE36"x48"CLEARSPACE60"x48"CLEARSPACE7869342A2.31351A2.3A2.3A2.3A2.3A2.3A2.3A2.3A2.3A2.3A2.31. All doors to have lever-type handles w/ single action latching hardware.DOOR MAT'LDOOR SCHEDULE2SIZENO.Patio AccessLOCATIONTYPE FIRE RATING FRAME MAT'L YESFINISH CLOSER NOHARDWARE31Suite G Entry3'-0" x 7'-0"4Restroom #15Kitchen Access67Restroom #28Main EntryABYESNONONOBB STAIN PAINT ALUMNONONONOC STAIN PAINTNONONONarrow Stile Storefront - match existingExisting to RemainSingle Action Release Privacy Latch SetPair Spring Hinges each leafBy KEC3'-0" x 7'-0"3'-0" x 7'-0"3'-0" x 7'-0"3'-0" x 7'-0"4'-0" x 4'-0"2'-6" x 7'-0"HMHMHMSCWDHMSCWDWDWDALUMALUMGLAZINGTEMPERED3'-8"4'-0"TYPE #CDOOR TYPES7'-0"3'-0"7'-0"TYPE #A3'-0"TYPE #BKitchenWalk-in Cooler3'-0" x 7'-0"YESYESYES ALUMALUMALUM ALUMALUMALUM ALUMALUMALUMAANarrow Stile Storefront - match existingNarrow Stile Storefront - match existingSingle Action Release Privacy Latch Set10" MIN.5/8" GWB4" METAL STUDSEXISTING ROOFDEFLECTION TRACKSUSPENDED CEILING @ +9'-8"0'-0" EXISTING CONCRETE SLABSOFFIT 9'-0"SCALE: 1/2" = 1'-0"RESTROOM ELEVATIONSGENDER NEUTRALRESTROOMS PLANAND ELEVATIONSDOOR SCHEDULEA2.3descriptionissueddatechecked bydrawn byJTBproject namedrawing titleMDLpermit plan12815 NE 126th Place, Kirkland, WA 98034t.425.747.3177 www.mlarch.comUNPUBLISHED WORK© 2023 MERRICK LENTZ ARCHITECTUnauthorized use or reproduction of these drawingsor any part herein without the permission ofMerrick Lentz Architect is not permittedconsultantstamp02/27/2023Permit planPECOS PIT BARBEQUE-YELMNISQUALLY PLAZASuite HEast Yelm AvenueYelm, WA 98957SCALE: 1/2" = 1'-0"RESTROOM PLAN145236789SCALE: 1/2" = 1'-0"SECTION C - INTERIOR SOFFIT 512"9"4'-4"9'-0"METAL ROOFING TO MATCH EXISTINGSHEATHINGFRAMING PER STRUCTURALSIDINGSHEATHINGFRAMING PERSTRUCTURAL1'-0"LINE OF EXISTING MANSARD TO BE REMOVED1x10 R.S. TRIMEXISTING WALL1"x2SPACERWP GWB3/4" SIDING1" SPACERS6" METAL STUD @ 16" o.c.1/2" SHEATHING3/4" SIDINGMETAL FLASHINGFROM WALL OVERMETAL ROOFINGEXISTINGSTOREFRONTGLAZING6" BATT INSUL5/8"GWB TOSTRUCTUREABOVE9'-0"3'-6"3'-0" 8" 6"6"6"NEW PAVING ANDCURB PER CIVIL5/8" GWB6" METAL STUDSR21 BATT INSUL1/2" SHEATHINGWOOD SIDINGEXIST. CMU WALLVINYL AWNING ONALUM FRAME6'-2" 20'-0"39'-4"25'-0"4'-9"9'-7"9'-0"3'-6"B/A3.1VINYL AWNINGON ALUM FRAMESCALE: 1" = 1'-0"SECTION A - REVISED MANSARDEXTERIOR DETAILSA3.1SCALE: 1/4" = 1'-0"ELEVATION - EAST CMU WALLdescriptionissueddatechecked bydrawn byJTBproject namedrawing titleMDLpermit plan12815 NE 126th Place, Kirkland, WA 98034t.425.747.3177 www.mlarch.comUNPUBLISHED WORK© 2023 MERRICK LENTZ ARCHITECTUnauthorized use or reproduction of these drawingsor any part herein without the permission ofMerrick Lentz Architect is not permittedconsultantstamp02/27/2023Permit planPECOS PIT BARBEQUE-YELMNISQUALLY PLAZASuite HEast Yelm AvenueYelm, WA 98957SCALE: 1/4" = 1'-0"SECTION B - EAST CMU WALL DRY STORAGE WIC ORDER/ PICK-UP RESTROOM RESTROOM PREP SCULLERY DRIVE THRU LOCKERS 24 x 72 MOP CABINET/ UTILITY SHELF DESK 24 x 48 PAN RACK PAN RACK 24 x 54 24 x 60 24 x 36 24 x 36 QF600 7 3 COMP SINK SOILED CLEAN TRASH CLEAN DISHES 24 x 36 ICE SPLASH ELECTRICAL PANEL MOBILE WORK TABLE 30 x 48 ADD WALL MOBILE WORK TABLE 18 x 36 HS TROUGH TRASH TRASH POS TRASH COMPOST RECYCLE POS QF600 8 48" HIGH PONY WALL STORAGE/ PREP COUNTER 33 1/2" HOT BOX DINING COUNTER DINING COUNTER 6-TOP 6-TOP 4-TOP 4-TOP 4-TOP 4-TOP 4-TOP 4-TOP 4-TOP CARVING STATION CARVING STATION QF600 3 TRASH 37 1/2"SNEEZEGUARD SODA QF600 11 SODA PICK-UP WINDOW POS 2 QF600 1 BEER TAPS 42" HIGH PONY WALL QF600 10 ICE TRASH DS HS HEAT LAMPS HOT/COLD WELLS DROP-IN HOT WELLS WARMING DRAWER SANDWICH PREP TABLE OFFICE PREP SINK W/ BOWL COVERS DOUBLE OVERSHELF BREAD RACK BAG N' BOX 3 3 " HOT BOX DINING FRONT COUNTER COMMUNITY TABLE 6-TOP 6-TOP 58 SEATS OUTDOOR DINING 12 SEATS HS TRASH CARVING STATION TRASH HEAT LAMPS SWING DOORS BEER STORAGE REFER (BELOW) BEV COUNTER ADA COUNTER 4 QF6006 1 2 2.1 3 4 5 11 13 12 14 14.1 14.2 14.3 17 18 17.1 17.2 17.3 17.5 19 20 21 22 29 29.1 29.2 30 30.2 30.1 31 33 33.1 34 35 36 37 37.2 37.3 38 39 37.4 58 58.1 59 60 60 61 61 60 62 62 63 63.1 64 51 55 54 53 53.1 52 52.1 52.3 51.1 71 70 71 71 72 72 73 71 71 74 74 71 74 74 7175 72 7271 71 76 76 767777 77 37.1 60.1 60.1 60.1 78 80 80.1 80.2 80.3 81 80.1 80.2 80.3 81 REMOTE CONDENSING UNIT VERIFY LOCATION 11.2 11.1 12 9 33"42"38"32" 40 43 QF600 5 BUILD LINE 46 COOK/ HOLD COOK/ HOLD HS TRASH 24 x 36 24 x 42 15 15.1 15.2 16 24 23 23 24 15.3 TISSUE PAPER DISPENSER 44 42 17.4 FURR-OUT 32 General Contractor Notes **IT BE NOTED BY THE GENERAL CONTRACTOR AND THEIR SUBS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. The General Contractor and subs will verify the size and MEP requirements of all items shown as “future, NIC, supplied by others, etc.” with the owner prior to rough- in and connection. The Owner, Architect, Engineers, and General Contractor all bear responsibility to inform the Kitchen Equipment Contractor in writing of discrepancies or changes to the building plans, code requirements, etc. that affect areas pertinent to the Kitchen Equipment Contractor. The General Contractor will provide and attachments to the building structure for load-bearing weight. The General Contractor will provide all building penetrations and required sealing or weather protection as shown on plans. The General Contractor will provide duct wrap, shafts, and openings through walls, ceilings, and roof for exhaust and make-up air ducts with roof curb on roof. Flashed and sealed. The General Contractor and Structural Engineer will verify structural integrity of roof supporting the various foodservice equipment. The General Contractor shall provide conduit and sleeves for all required items. Conduits will be circular PVC equal to the diameter indicated on plans. All bends will have minimum radius of 24” or as indicated on plans. Beverage lines as follows: 6” or 8” DIA PVC Pipe with 24” or 30” radius sweep bend at each end or turn, stubbing up +8 AFF. Minimum. Horizontal dimensions shown are measured from finished walls, floors, ceilings, and/or center lines of columns to center lines of outlets and pull boxes. Vertical dimensions are from finished floor to finished top of wall or wall opening. All utility rough-ins shown are subject to change pending final equipment selection and location. All utility rough-ins and final connections shall be supplied and installed by the appropriate licensed sub-contractor. Seismic bracing information is not indicated on these plans nor provided by the kitchen equipment contractor, unless otherwise specified. Additional charges will be incurred for the addition of engineered drawings, seismic bracing hardware, or installation is required. The General Contractor will supply and install adequate soundproofing where equipment produces excessive noise that may vibrate through surrounding material. All walls in contact with or within 18” of cooking equipment will be of non- combustible material. The General Contractor will supply and install level area for all rooftop equipment. The General Contractor will supply and install roof jacks or pitch pockets for refrigeration line penetrations through the roof. The General Contractor will supply level pads elsewhere for refrigeration equipment not located on roof. The General Contractor will install sprinkler heads in walk-in coolers/freezers and protect them against freezing where required. The General Contractor will provide all fire extinguishers as required unless provided by the Kitchen Equipment Contractor under sperate contract. The General Contractor will verify that any required MEP floor penetrations do not conflict with structural members in the floor. The Kitchen Equipment Contractor will be notified if adjustments are needed. 3D View Notes 3D Views are not to scale and may not reflect exactly what is available for the project. Render views are representations of what the project could look like, not what it will look like. 2D views always supercede 3D views. WWW.BARGREEN.COMSHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. © 2019 BARGREEN ELLINGSON INC. Designer: Email: Project Manager: Email:Project Number:Arch E1 30x42PHONE: (801) 463-15151855 S 300 WSALT LAKE CITY, UT 841152/16/2023 9:40:08 AMYelm, WAQF100 80106967H. Duke Equipment Floor Plan h.duke@bargreen.com D. Webster dwebster@bargreen.comPecos PitNisqually CenterSheet List Sheet Sheet Name QF100 Equipment Floor Plan QF200 Equipment Schedule QF300 Plumbing Floor Plan QF400 Under Slab Plan QF500 Electrical Plan QF600 Elevations QF700 Special Conditions 1/4" = 1'-0"2 Equipment Plan REVISION#DESCRIPTIONDATE3 3D - View - Overall - Front of House 4 3D View - Overall - Back of HouseITEM NUMBERFURNISHED BYCOUNTDESCRIPTION 1 OWNER 1 BAG IN A BOX & CO2 2 OWNER 1 DESK 2.1 GC 2 WALL CABINETRY/SHELVING 3 KEC 2 LOCKERS 4 KEC 1 STORAGE SHELVING 5 KEC 1 MOP SINK STORAGE CABINET 6-10 1 SPARE NUMBER 11 KEC 1 WALK-IN COOLER 11.1 KEC 1 EVAPORATOR COIL 11.2 KEC 1 CONDENSING UNIT 12 KEC 4 STORAGE SHELVING 13 KEC 2 BUN PAN RACK 14 KEC 1 PREP COUNTER W/ SINKS 14.1 KEC 4 WALL SHELVING 14.2 KEC 2 WALL-MOUNT FAUCET 14.3 KEC 1 SPLASH GUARD 15 KEC 1 WALL-MOUNT HAND SINK W/ FAUCET 15.1 OWNER 1 SOAP DISPENSER 15.2 OWNER 1 TOWEL DISPENSER 15.3 OWNER 1 SPLASH GUARD 16 OWNER 1 TRASH 17 KEC 1 3-COMP SINK 17.1 KEC 1 PRE-RINSE FAUCET 17.2 KEC 1 WALL-MOUNT FAUCET 17.3 KEC 3 H-SLIDE/DRAIN BASKET 17.4 KEC 2 WALL SHELVING 17.5 KEC 2 WALL SHELVING 18 OWNER 1 TRASH 19 KEC 1 STORAGE SHELVING 20 KEC 1 MOBILE WORK TABLE 21 KEC 1 BREAD RACK 22 KEC 1 MOBILE WORK TABLE 23 KEC 2 COOK & HOLD 24 KEC 2 STORAGE SHELVING 25-28 1 SPARE NUMBER 29 KEC 1 ICE MACHINE, CUBER 29.1 KEC 1 ICE BIN 29.2 KEC 1 WATER FILTER 30 GC 1 DRIVE-THRU SERVICE COUNTER 30.1 KEC 1 WALL SHELVING 30.2 KEC 1 WALL SHELVING 31 OWNER 1 SODA DISPENSER 32 5 33 GC 1 DRIVE-THRU POS COUNTER 33.1 GC 1 WALL SHELVING/CABINETRY 34 OWNER 1 POS 35 KEC 2 HEAT LAMP 36 OWNER 1 TRASH 37 KEC 1 DROP-IN HAND SINK 37.1 KEC 1 DECK-MOUNT FAUCET 37.2 OWNER 1 SOAP DISPENSER 37.3 OWNER 1 TOWEL DISPENSER 37.4 KEC 1 SPLASH GUARD 38 KEC 1 WARMING CABINET 39 KEC 1 STORAGE SHELVING 40 KEC 1 PREP/SERVICE ISLAND 41 KEC 1 DOUBLE OVERSHELF 42 1 SANDWICH PREP TABLE 43 KEC 2 DROP-IN SOUP WELL 44 KEC 1 DROP-IN HOT/COLD WELL 45 1 SPARE NUMBER 46 KEC 1 BUILT-IN DRAWER WARMER 47-50 1 SPARE NUMBER 51 GC 1 BEVERAGE SERVICE COUNTER 51.1 GC 1 WALL CABINETRY/SHELVING 52 KEC 1 DROP-IN HAND SINK 52.1 KEC 1 DECK-MOUNT FAUCET 52.3 KEC 1 SPLASH GUARD 53 KEC 1 DROP-IN DUMP SINK 53.1 KEC 1 DECK-MOUNT FAUCET 54 KEC 1 DROP-IN ICE WELL 55 OWNER 1 TRASH 56-57 1 SPARE NUMBER 58 GC 1 FRONT SERVING/POS COUNTER 58.1 KEC 1 SNEEZEGUARD 59 KEC 1 WARMING CABINET 60 KEC 3 CARVING STATION 60.1 KEC 3 HEAT LAMP 61 OWNER 2 TRASH 62 OWNER 2 POS 63 OWNER 1 BEER COOLER 63.1 KEC 1 (3) FAUCET BEER TAP & DRIP TRAY 64 OWNER 1 SODA DISPENSER 65-69 1 SPARE NUMBER 70 GC 1 DINING COUNTER 71 OWNER 57 DINING CHAIR 72 OWNER 4 DINING TABLE 73 OWNER 1 DINING TABLE 74 OWNER 4 DINING TABLE 75 GC 1 DINING COUNTER 76 OWNER 3 DINING TABLE 77 OWNER 12 DINING CHAIR 78 OWNER 3 TRASH 79 1 SPARE NUMBER 80 KEC 1 WALL-MOUNT TROUGH HAND SINK 80.1 KEC 2 WALL-MOUNT FAUCET 80.2 OWNER 2 SOAP DISPENSER 80.3 OWNER 2 TOWEL DISPENSER 81 OWNER 2 TRASH 58.1 39 5862 62 64 63.1 7071 60.1 63 64 63.1 5862 62 58.1 60.1 60 59 64 63.1 62 58 39 29 29.1 11 3 2.1 2 24 23 15 16 51.1 51 53 51.1 54 53 52 51 70 71 30.2 35 33.1 38 37.337.2 37.4 37.1 37 3332 30.2 30.1 31 30 33.1 35 34 33 38 41 40 43 44 42 46 40 41 4342 1 4 5 14.1 14.1 14 14.3 14.2 14.2 17.1 17 18 17.5 19 17.2 17.4 WWW.BARGREEN.COMSHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. © 2019 BARGREEN ELLINGSON INC. Designer: Email: Project Manager: Email:Project Number:Arch E1 30x42PHONE: (801) 463-15151855 S 300 WSALT LAKE CITY, UT 841152/16/2023 9:40:15 AMYelm, WAQF600 80106967H. Duke Elevations h.duke@bargreen.com D. Webster dwebster@bargreen.comPecos PitNisqually CenterSheet List Sheet Sheet Name QF100 Equipment Floor Plan QF200 Equipment Schedule QF300 Plumbing Floor Plan QF400 Under Slab Plan QF500 Electrical Plan QF600 Elevations QF700 Special ConditionsITEM NUMBERFURNISHED BYCOUNTDESCRIPTION 1 OWNER 1 BAG IN A BOX & CO2 2 OWNER 1 DESK 2.1 GC 2 WALL CABINETRY/SHELVING 3 KEC 2 LOCKERS 4 KEC 1 STORAGE SHELVING 5 KEC 1 MOP SINK STORAGE CABINET 6-10 1 SPARE NUMBER 11 KEC 1 WALK-IN COOLER 11.1 KEC 1 EVAPORATOR COIL 11.2 KEC 1 CONDENSING UNIT 12 KEC 4 STORAGE SHELVING 13 KEC 2 BUN PAN RACK 14 KEC 1 PREP COUNTER W/ SINKS 14.1 KEC 4 WALL SHELVING 14.2 KEC 2 WALL-MOUNT FAUCET 14.3 KEC 1 SPLASH GUARD 15 KEC 1 WALL-MOUNT HAND SINK W/ FAUCET 15.1 OWNER 1 SOAP DISPENSER 15.2 OWNER 1 TOWEL DISPENSER 15.3 OWNER 1 SPLASH GUARD 16 OWNER 1 TRASH 17 KEC 1 3-COMP SINK 17.1 KEC 1 PRE-RINSE FAUCET 17.2 KEC 1 WALL-MOUNT FAUCET 17.3 KEC 3 H-SLIDE/DRAIN BASKET 17.4 KEC 2 WALL SHELVING 17.5 KEC 2 WALL SHELVING 18 OWNER 1 TRASH 19 KEC 1 STORAGE SHELVING 20 KEC 1 MOBILE WORK TABLE 21 KEC 1 BREAD RACK 22 KEC 1 MOBILE WORK TABLE 23 KEC 2 COOK & HOLD 24 KEC 2 STORAGE SHELVING 25-28 1 SPARE NUMBER 29 KEC 1 ICE MACHINE, CUBER 29.1 KEC 1 ICE BIN 29.2 KEC 1 WATER FILTER 30 GC 1 DRIVE-THRU SERVICE COUNTER 30.1 KEC 1 WALL SHELVING 30.2 KEC 1 WALL SHELVING 31 OWNER 1 SODA DISPENSER 32 5 33 GC 1 DRIVE-THRU POS COUNTER 33.1 GC 1 WALL SHELVING/CABINETRY 34 OWNER 1 POS 35 KEC 2 HEAT LAMP 36 OWNER 1 TRASH 37 KEC 1 DROP-IN HAND SINK 37.1 KEC 1 DECK-MOUNT FAUCET 37.2 OWNER 1 SOAP DISPENSER 37.3 OWNER 1 TOWEL DISPENSER 37.4 KEC 1 SPLASH GUARD 38 KEC 1 WARMING CABINET 39 KEC 1 STORAGE SHELVING 40 KEC 1 PREP/SERVICE ISLAND 41 KEC 1 DOUBLE OVERSHELF 42 1 SANDWICH PREP TABLE 43 KEC 2 DROP-IN SOUP WELL 44 KEC 1 DROP-IN HOT/COLD WELL 45 1 SPARE NUMBER 46 KEC 1 BUILT-IN DRAWER WARMER 47-50 1 SPARE NUMBER 51 GC 1 BEVERAGE SERVICE COUNTER 51.1 GC 1 WALL CABINETRY/SHELVING 52 KEC 1 DROP-IN HAND SINK 52.1 KEC 1 DECK-MOUNT FAUCET 52.3 KEC 1 SPLASH GUARD 53 KEC 1 DROP-IN DUMP SINK 53.1 KEC 1 DECK-MOUNT FAUCET 54 KEC 1 DROP-IN ICE WELL 55 OWNER 1 TRASH 56-57 1 SPARE NUMBER 58 GC 1 FRONT SERVING/POS COUNTER 58.1 KEC 1 SNEEZEGUARD 59 KEC 1 WARMING CABINET 60 KEC 3 CARVING STATION 60.1 KEC 3 HEAT LAMP 61 OWNER 2 TRASH 62 OWNER 2 POS 63 OWNER 1 BEER COOLER 63.1 KEC 1 (3) FAUCET BEER TAP & DRIP TRAY 64 OWNER 1 SODA DISPENSER 65-69 1 SPARE NUMBER 70 GC 1 DINING COUNTER 71 OWNER 57 DINING CHAIR 72 OWNER 4 DINING TABLE 73 OWNER 1 DINING TABLE 74 OWNER 4 DINING TABLE 75 GC 1 DINING COUNTER 76 OWNER 3 DINING TABLE 77 OWNER 12 DINING CHAIR 78 OWNER 3 TRASH 79 1 SPARE NUMBER 80 KEC 1 WALL-MOUNT TROUGH HAND SINK 80.1 KEC 2 WALL-MOUNT FAUCET 80.2 OWNER 2 SOAP DISPENSER 80.3 OWNER 2 TOWEL DISPENSER 81 OWNER 2 TRASH 1/2" = 1'-0"1 Elevation - Front Counter - Customer Side - North 1/2" = 1'-0"3 Elevation - Front Counter - Employee Side - South 1/2" = 1'-0"2 Elevation - Front Counter - East 1/2" = 1'-0"6 Elevation - Front Counter/Prep/WIC/Office - West 1/2" = 1'-0"8 Elevation - Beverage Counter - North 1/2" = 1'-0"9 Elevation - Beverage Counter - East 1/2" = 1'-0"10 Elevation - Drive Thru - Northeast 1/2" = 1'-0"11 Elevation - Drive Thru - Northwest 1/2" = 1'-0"12 Elevation - Drive Thru - Southeast REVISION#DESCRIPTIONDATE1/2" = 1'-0"4 Elevation - Build Line - North 1/2" = 1'-0"5 Elevation - Build Line - South 1/2" = 1'-0"7 Elevation - Dry Storage/Prep/Scullery - Northeast INTERNATIONAL BUILDING CODE (IBC LOADINGS ROOF SNOW LOAD ..................... RESIDENTIAL LIVE LOAD ...................................... DECK, BALCONY, PLATFORM LIVE LOAD ....................... RETAIL, CORRIDOR, LOBBY, WALKWAY LIVE LOAD ............. OFFICE LIVE LOAD...................................................................... PARKING LIVE LOAD .................................. WIND CRITERIA BUILDING CLASSIFICATION ............................... H ULTIMATE WIND SPEED (3 SEC GUST) MPH...... 98 MPH WIND EXPOSURE ........................................... B TOPOGRAPHIC FACTOR, Kzt................. 1,0 SEISMIC CRITERIA DIMENSIONAL LUMBER, BEARING STAMP OF WWPA. ALL EXPOSED LUMBER SHALL BE SEISMIC RISK CATEGORY ............................... 11 SPECTRAL RESPONSE COEFFICIENT, Ss .... 0.8 SPECTRAL RESPONSE COEFFICIENT, S1 .... 0.4 SEISMIC SITE CLASS ................................. D SEISMIC DESIGN CATEGORY ............................... D DUCTILITY (R) ............................... 6.5 METHOD AND BASE SHEAR ............................... ELF FOUNDATION DESIGN INFORMATION 2018 25 PSF 40 PSF 60 PSF 100 PSF 50 PSF 40 PSF & 3000# WHEEL LOAD 1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY: XX DEEP FOUNDATION SYSTEM: XX FOOTING BEARING PRESSURE: 2000 PSF ACTIVE/PASSIVE EARTH PRESSURE: 35 PCF 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS REFERENCED THEREIN. 10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK-OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 11. STRUCTURAL ENGINEER WILL PERFORM PERIODIC STRUCTURAL OBSERVATION DURING CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTITUTIONS SHOP DRAWINGS AND SUBMITTALS: THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW: 1. SLAB CONDUIT LAYOUT 2. CONCRETE OR MASONRY MIX DESIGN 3. CONCRETE OR MASONRY REINFORCING 4. CONCRETE POST TENSIONING SYSTEM 4. FORMWORK 5. CONCRETE CURING PROCEDURE 6. STRUCTURAL STEEL 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES 8. WOOD FRAMING/ LUMBER PACKAGE 9. SEISMIC HOLDOWN SYSTEM SUCH AS SIMPSON PRODUCTS DEFERRED SUBMITTALS: THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS 2. CANOPIES AND BALCONIES 3. CURTAIN WALLS 4. EXTERIOR CLADDING 5. HANDRAIL AND GUARDRAIL ASSEMBLIES 6. HEAVY HUNG FIXTURES 7. MECHANICAL EQUIPMENT SUPPORT, SEISMIC ANCHORAGE OR RESTRAINING SYSTEM 8. STEEL STAIRS 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS LUMBER. ANCHOR BOLTING AND NAILING SPECIFICATIONS 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER, BEARING STAMP OF WWPA. ALL EXPOSED LUMBER SHALL BE PRESSURE TREATED OR EXTERIOR GRADE 2. LUMBER GRADES TO BE (UNLESS NOTED OTHERWISE ON PLAN): WALL STUDS, 2X, 3 X........ HF STUD GRADE WALL PLATES, 2X, 3X........ HF STANDARD GRADE U.N.O JOISTS, 2 X 6: ............. HF #2 JOISTS, 2 X 8 AND UP....... DF #2 BEAMS, HEADERS, 6X ........ DF #2 BEAMS, HEADERS, 4X......... DF #2, WWPA GRADING POSTS, 4X, 6X .............. DF #2 U.N.O LUMBER NOT NOTED HERE... DF #2 U.N.O GLULAM BEAMS WESTERN SPECIES 24F -V4 PSL/LVL BEAMS 2.0E OR HIGHER 3. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR/ HEMFIR IN ACCORDANCE TO WITH AWPA U1 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT) STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" 0 x10" J -BOLTS PLACED AT MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 48" OC SPACING). PROVIDE BP/BPS PLATE WASHER AT ALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48". BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. 4. NAILS: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. 5. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SIMPSON Z -MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS) 6. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 7. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. CONCRETE AND REINFORCING SPECIFICATIONS 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS EXCEPT AS MODIFIED BELOW: ACI -301 - "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI -318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI -305R - "HOT WEATHER CONCRETING" ACI -306R - "COLD WEATHER CONCRETING" ACI -304 - "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI) LOCATION f'c AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS FOOTING 2500 PSI (MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) SLAB ON GRADE 2500 PSI (MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) FOUNDATION WALL 2500 PSI (MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) COLUMN NA POST TENSIONED BLDG SLAB NA POST TENSIONED PARKING SLAB NA TOPPING NA SHOTCRETE NA 3. PROVIDE GRADE 60 KSI (A615) FOR CONCRETE REINFORCING 4. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE ± 1 % AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5% TOTAL AIR REQUIRED. STRUCTURAL STEEL, BOLTING AND WELDING SPECIFICATIONS 1. ALL EXPOSED STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95% ZINC RICH PAINT PER ASTM A780. COLOR TO MATCH EXISTING. 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS: ASTM A500, GRADE B (Fy = 46 KSI) WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 STEEL PIPES: ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI.) STEEL PLATES, ANGLES AND MISC: ASTM A36 (Fy = 36 KSI) OR ASTM A992 BEARING BOLTS: ASTM A325 SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS ANCHOR BOLTS: ASTM A307 (WOOD FRAMING) ANCHOR BOLTS: ASTM A325 (STEEL FRAMING) 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER -APPROVED, SELF -LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES D1.1 AND D1.3. ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS, AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING DRY E70XX ELECTRODES WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. DRAWING LIST SHEET NUMBER SHEET NAME ISSUE DATE S-0 GENERAL NOTES AND SPECIFICATIONS 02-24-23 S-1 FRAMING PLANS 02-24-23 S-2 I FRAMING DETAILS 02-24-23 Grand total: 3 info@b2engineers.com 425-318-7047 (0) 425-318-0031 (C) REQUIRED? SPECIAL INSPECTIONS (PART -D TYPE OF INSPECTION REQUIRED? SPECIAL INSPECTIONS (PART 2) TYPE OF INSPECTION M V r NO 1704.2.5 INSPECTION OF FABRICATORS PERIODIC N� 1705.4 MASONRY CONSTRUCTION CJ - gq s Verify fabrication/quality control procedures (A) Level A, B and C Quality Assurance: 1. Verify compliance with approved submittals P4 oz r NO 1705. 1.1 SPECIAL CASES CONTINUOUS (B) Level B Quality Assurance: _ �1 (work unusual in nature, including but not limited to alternative materials and systems, unusual 1. Verification of f'm and f'AAC prior to construction PERIODIC design applications, materials and systems with special manufacturer's requirements) (C) Level C Quality Assurance:43789 1. 1. Verification of f'm and f'AAC prior to construction and for every 5,000 SF during construction PERIODIC oc RA L ENS 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and CONTINUOUS Ssi NAL NQ 1705.2 STEEL CONSTRUCTION grout other than self -consolidating grout, as delivered to the project site "441. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter EACH SUBMITTAL 3. Verify placement of masonry units PERIODIC N, paragraph 3.2 for compliance with construction documents) (D) Levels B and C Quality Assurance: 2. Material verification of structural steel PERIODIC 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered CONTINUOUS 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors) CONTINUOUS to the project 4. Verify member locations, braces, stiffeners, and application of joint details at each connection PERIODIC 2. Verify compliance with approved submittals PERIODIC comply with construction documents 3. Verify proportions of site -mixed mortar, grout and prestressing grout for bonded tendons P4 5. Structural steel welding: 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and P4 a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA OBSERVE OR PERFORM AS NOTED (4) anchorages tasks listed in AISC 360, Table N5.4-1) 5. Verify construction of mortar joints P4 b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA OBSERVE (4) 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages LEVEL B - P4 tasks listed in AISC 360, Table N5.4-1) LEVEL C - CONTINUOUS c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA OBSERVE OR PERFORM AS NOTED (4) 7. Verify grout space prior to grouting LEVEL B - P4 tasks listed in AISC 360, Table N5.4-3) LEVEL C - CONTINUOUS d. Nondestructive testing (NDT) of welded joints: see Commentary 8. Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS 1) Complete penetration groove welds 5/16" or greater in risk category III or IV PERIODIC 9. Verify size and location of structural masonry elements P4 PEC 0 S P I T 2) Complete penetration groove welds 5/16" or greater in risk category II PERIODIC 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural LEVEL B - PERIODIC 3) Thermally cut surfaces of access holes when material t > 2" PERIODIC members, frames, or other construction. LEVEL C - CONTINUOUS RESTAURANT T 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1 PERIODIC 11. Verify welding of reinforcement (see 1705.2.2) CONTINUOUS 5) Fabricator's NDT reports when fabricator performs NDT EACH SUBMITTAL (5) 12. Verify preparation, construction, and protestion of masonry during cold weather (temperature P4 6. Structural steel bolting: below 40 F) or hot weather (temperature above 90 F) a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in OBSERVE OR PERFORM AS NOTED (4) 13. Verify application and measurement of prestressing force CONTINUOUS accordance with QA tasks listed in AISC 360, Table N5.6-1) 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF CONTINUOUS b.lnspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) OBSERVE (4) of AAC masonry) 1) Pre -tensioned and slip -critical joints 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints (after the first LEVEL B - PERIODIC a) Turn -of -nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C - CONTINUOUS b) Direct tension indicator PERIODIC 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) CONTINUOUS c) Twist -off type tension control bolt PERIODIC 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) LEVEL B - PERIODIC d) Turn -of -nut without matching markings CONTINUOUS LEVEL C - CONTINUOUS e) Calibrated wrench CONTINUOUS 18. Prepare grout and mortar specimens LEVEL B - P4 906 YELM AVENUE 2) Snug -tight joints PERIODIC LEVEL C - CONTINUOUS c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA PERFORM (4) 19. Observe preparation of prisms LEVEL B - P4 EAST YELM WA tasks listed in AISC 360, Table N5.6-3) LEVEL C - CONTINUOUS 7. Inspection of steel elements of composite construction prior to concrete placement in accordance OBSERVE OR PERFORM AS NOTED (4) NQ 1705.5 WOOD CONSTRUCTION with QA tasks listed in AISC 360, Table N6.1 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance PERIODIC with Section 1704.2.5 NQ 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with P5 1. Material verification of cold -formed steel deck: approved building plans a. Identification markings PERIODIC 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail P5 b. Manufacturer's certified test reports EACH SUBMITTAL or staple diameter and length, number of fastener lines, and that spacing between fasteners in each 2. Connection of cold -formed steel deck to supporting structure: line and at edge margins agree with approved building plans a. Welding PERIODIC 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent PERIODIC b. Other fasteners (in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package 1) Verify fasteners are in conformance with approved submittal PERIODIC 2) Verify fastener installation is in conformance with approved submittal and manufacturer's PERIODIC NQ 1705.6 SOILS recommendations 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3. Reinforcing steel 2. Verify excavations are extended to proper depth and have reached proper material. PERIODIC a. Verification of weldability of steel other than ASTM A706 PERIODIC 3. Perform classification and testing of controlled fill materials. PERIODIC b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of CONTINUOUS boundary elements of special concrete structural walls and shear reinforcement controlled fill c. Shear reinforcement CONTINUOUS 5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared PERIODIC d. Other reinforcing steel PERIODIC properly 4. Cold -formed steel trusses spanning 60 feet or greater a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved PERIODIC NQ 1705.7 DRIVEN PILE FOUNDATIONS truss submittal package 1. Verify element materials, sizes and lengths comply with requirements CONTINUOUS 2. Determine capacities of test elements and conduct additional load tests, as required CONTINUOUS NO 1705.3 CONCRETE CONSTRUCTION 3. Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) P1 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of CONTINUOUS DRAWING INFO 2. Inspection of prestressing steel installation PERIODIC blows per foot of penetration, determine required penetrations to achieve design capacity, record tip 3. Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element 1908.5 or where strength design is used 5. For steel elements, perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4. Verify use of approved design mix P1 6. For concrete elements and concrete -filled elements, perform additional inspections per Section SEE SECTION 1705.3 ISSUE DATE 02-24-23 5. Fresh concrete sampling, perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 concrete 7. For specialty elements, perform additional inspections as determined by the registered design SEE CONST. DOCUMENTS 6. Inspection of concrete and shotcrete placement for proper application techniques CONTINUOUS professional in responsible charge ISSUED FOR PERMIT 7. Inspection for maintenance of specified curing temperature and techniques P4 8. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS 8. Inspection of prestressed concrete: a. Application of prestressing force CONTINUOUS NO 1705.8 CAST IN PLACE FOUNDATIONS PROJECT NO. 23011 b. Grouting of bonded prestressing tendons in the seismic -force -resisting system CONTINUOUS 1.Observe drilling operations and maintain complete and accurate records for each element CONTINUOUS 9. Erection of precast concrete members P4 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if CONTINUOUS a. Inspect in accordance with construction documents SEE CONST. DOCUMENTS applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata ENGINEER BB b. Perform inspections of welding and bolting in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity. Record concrete or grout volumes 10. Verification of in-situ concrete strength, prior to stressing of tendons in post tensioned concrete P4 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 and prior to removal of shores and forms from beams and structural slabs 4. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS REVISION SCHEDULE 11. Inspection of formwork for shape, lines, location and dimensions P1 12. Concrete strength testing and verification of compliance with construction documents P4 NO 1705.9 HELICAL PILE FOUNDATIONS NO. DATE DESCRIPTION 1. Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque CONTINUOUS YES POST INSTALLED ANCHORS IN HARDENED CONCRETE and other data as required. Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole P2 OR AS REQUIRED 2. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor BY THE APPROVED REPORT embedment and tightening torque NQ 1705. 10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUOUS 1. Inspection of field gluing operations of elements of the main windforce-resisting system P5 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main INSPECTION NOTES: windforce-resisting system (1). The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of NO 1705.10.2 COLD FORMED STEEL INSPECTIONS FOR WIND RESISTANCE interest must be disclosed to the Building Official prior to commencing work. The qualifications of 1.Ins ection during welding operations of elements of the main windforce-resistingsystem PERIODIC the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the PERIODIC Official and/or the Design Professional. main windforce-resisting system (2). The list of Special Inspectors may be submitted as a separate document, if noted so above. (3). Special Inspections as required by Section 1704.2.5 are not required where the fabricator is 1705.10.3 WIND RESISTANCE INSPECTIONS approved in accordance with IBC Section 1704.2.5.2 1. Roof cladding PERIODIC (4). Observe on a random basis, operations need not be delayed pending these inspections. 2. Wall cladding PERIODIC Perform these tasks for each welded joint, bolted connection, or steel element. (5). NDT of welds completed in an approved fabricator's shop may be performed by that fabricator 1705. 11.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SEE AISC 341 GENERAL NOTE S when approved by the AHJ. Refer to AISC 360, N7. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH RISC 341 LEGEND: NQ 1705.11.2 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC RESIS7ANCE CCONTINUOUS INSPECTION 1. Inspection of field gluing operations of elements of the seismic -force resisting system CONTINUOUS AND P1 PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic- P5 P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force -resisting system SPECIFICATIONS P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT (ONCE ONLY) P4 PERIODIC INSPECTION AT LEAST ONCE ADAY N� 1705.11.3 COLD -FORMED STEEL LIGHT -FRAME CONSTRUCTION SPECIAL INSPECTIONS P5 PERIODIC INSPECTION AFTER ELEMENT IS /N PLACE FOR SEISMIC RESISTANCE S VERIFY WITH SOILS ENGINEER 1. Inspection during welding operations of elements of the seismic -force -resisting system PERIODIC S-0 T MATERIAL TEST REQUIRED 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the PERIODIC seismic -force -resisting system Copyright b2 Structural Engineers 2008 ROOF FLOOR 1/4" = V-0" a POST TO BE -D STING )F info@b2engineers.com 425-318-7047 (0) 425-318-0031 (C) 5, VVAS-- P ioF 44 il I 43789 VURAL �4��8S/0NAL E��4 PECOS PIT RESTAURANT TI 906 YELM AVENUE EAST, YELM, WA DRAWING INFO FRAMING PLANS S-1 Copyright Q Structural 2008 ISSUE DATE 02-24-23 ISSUED FOR PERMIT FRAMING SYMBOLS: PROJECT NO. 23011 A SIMPSON WSW WOODp SS24 STRONG WALL (24" WIDE) CONTINOUS POST ENGINEER BB A PLYWOOD SHEARWAL L 'ING POST TO BE b V POST STOPS BELOW THIS FLOOR REVISION SCHEDULE NO. DATE DESCRIPTION WED JA , SHEARWALL HOLDOWN - ��P POST STARTS AT THIS FLOOR LEGEND AND NOTES 1/411 = 1 1-011 FRAMING PLANS S-1 Copyright Q Structural 2008 EXISTING CMU WALL TO REMAIN PROVIDE C6X8.2 BOTH SIDES EXTENDED 2 FT BEYOND OPENINGS ON EITHER SIDE 3/8" PLATES TO BE WELDED TO CHANNEL BOTTOM PORTION OF CMU WALL TO BE CUT (PROVIDE TEMP. SHORING AS REQUIRED) � I EXISTING SLAB ON GRADE TO REMAIN Section 2 3/4" = 1 '-0" SIMPSON LSSC 4.25 - (BOTH SIDE) W/#10 TEKS SCREWS EXISTING METAL STUD - (CONTRACTOR TO VERIFY SIZE & SPACING) 60OS 162-43 (4) # 10 TEKS SCREW TO EXISTING METAL STUDS (CONTRACTOR TO FIELD VERIFY AND REPORT TO ENGINEER) 60OS 162-43 AT 16" MAX SIMPSON LSSC 4.25 W/#10 TEKS SCREWS (BOTH SIDES) EXISTING STEEL BEAM SIMPSON LSSC 4.25 W/#10 TEKS SCREWS 600 S 162-43 AT 16" MAX Section 4 3/4" = V-0" 1/4 5/8" THRU BOLT @ 24" O.C. 3@12 = �-� � �-� � � EXISTING FOOTING _TO REMAINI EXISTING STEEL BEAM PROVIDE C6X8.2' BOTH SIDES/ p V-011 Sim 2 S-2 9" VERIFY WITH ARCH DWGS p ® Q p j3/8" PLATES TO BE WELDED //TO C 8X11.5 BOTH SIDE' BOTTOM PORTION OF CMU WALL TO BE CUT (PROVIDE TEMP. 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