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Home My WebLink About2016-10-04 SBucksRenton ARCH STRUCTA0.0 COVER SHEET - PROJECT DATAPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055NEW BUILDING FOR BURKHEIMER FAMILY LLC STARBUCKS AT AIRPORT PLAZA 68 RAINIER AVE. SOUTH, RENTON, WA 98055 PROJECT CONTACTS VICINITY MAP NOT TO SCALE ABBREVIATIONS GENERAL NOTES ENVELOPE SUMMARY REFER TO CALCULATIONS BY FRANKLIN ENGINEERING DEFERRED SUBMITTALS DRAWING INDEX SHEET DESCRPTION SITE LEGAL DESCRIPTION TAX NO: 1823059245-04 AND 0007200193-06 N87°30'16"W 147.16' N87°30'16"W 323.82'S. RAINIER AVE(PUBLICLY DEDICATED RIGHT OF WAY)S. TOBIN ST (PUBLICLY DEDICATED RIGHT OF WAY)LAKE AVE(PUBLICLY DEDICATED RIGHT OF WAY)AIRPORT WAY (PUBLICLY DEDICATED RIGHT OF WAY) N87°30'16"W 397.06' ( R )N01°36'04"E 419.82'(M) 419.89'(R)30'-0"30'-0"75'-0" 15'-0"15'-0" EXISTING BANK BUILDING 7105 SF EXISTING RETAIL / SERVICES BUILDING 20,800 SF STARBUCKS 2000 S.F. +/- 5 A1.2 16 A1.2 36'-0"58'-0" ENTRY EXIT ENTRY EXIT EXIT A1.1 OVERALL SITE PLANPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 1" = 20'-0" SITE PLAN 0 10 20 40 60 SITE PLAN NOTES / LEGEND 11 TYPICAL CURB RAMP NOT TO SCALE 16 CURB RAMP OPTION NOT TO SCALE OPTIONAL WHERE NOTED ON PLANS SCALE: 1/2" = 1'-0"1 ACCESSIBLE PARKING SIGN 6 ACCESSIBLE PARKING SYMBOL NOT TO SCALE STARBUCKS 2000 S.F. +/-36'-0"58'-0" ENTRY EXIT ENTRY EXIT EXIT 1 A1.11 A1.2 2 A1.2 3 A1.2 4 A1.2 7 A1.3 A1.2 ENLARGED SITE PLANSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 1/8" = 1'-0"18 ENLARGED SITE PLAN 0 4 8 16 24 SCALE: 1/8" = 1'-0"5 ENLARGED SITE PLAN SCALE: 1-1/2" = 1'-0"2 EXTRUDED CURB @ LANDSCAPE SCALE: 1-1/2" = 1'-0"3 EXTRUDED CURB @ WALK SCALE: 1-1/2" = 1'-0"1 WHEEL STOP DETAIL SCALE: 1-1/2" = 1'-0"4 WALK @ LANDSCAPING C / A-1.3 D / A-1.3 D / A-1.3 ELEVATION DELEVATION C A A1.3 B A1.3 E / A-1.3 E / A-1.3 ELEVATION D / A1.3DE PLAN VIEW SECTION SECTIONSECTION A1.3 SITE DETAILSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 1/2" = 1'-0"18 BOLLARD DETAIL SCALE: 1/4" = 1'-0"19 TYPICAL DUMPSTER SCALE: 1-1/2" = 1'-0"13 BIKE RACK 17 LIGHT POLE BASE SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"7 TRELLIS EXITEXITEXIT 100-A 100-B 100-C A A5.1 C A5.1 D A5.1 E A5.2 B A5.1 G A5.2 F A5.2 H A5.2 J H5.3 J H5.3 K A5.3 L A5.4 L A5.4 N A5.4 M A5.4 P A5.4 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C A2.1 FLOOR PLANPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 1/4" = 1'-0" FLOOR PLAN 0 2 4 8 12 FLOOR PLAN NOTES BB A4.1 AA A4.1 BB A4.1 AA A4.1 DD A4.2 CC A4.2 DD A4.2 CC A4.2 TYPICAL ACCESSIBILITY CLEARANCES HARDWARE DOOR NOTES DOOR SCHEDULE DOOR NO. T Y P E DESCRIPTION DOOR FRAME HDWRE GROUP RATING REMARKSMATR'L FIN MATR'L FIN A1 B1 1 A2.2 3 A2.2 2 A2.2 SCALE: 1/4" = 1'-0" DOOR ELEVATIONS BB A4.1 AA A4.1 BB A4.1 AA A4.1 DD A4.2 CC A4.2 DD A4.2 CC A4.2 A A5.1 C A5.1 D A5.1 E A5.2 B A5.1 G A5.2 F A5.2 H A5.2 J H5.3 K A5.3 L A5.4 L A5.4 N A5.4 M A5.4 1 2 3 4 5 6 A B C A B C 1 2 3 4 5 6 1 THRESHOLD @ STOREFRONT SCALE: 3" = 1'-0"2 H.M. HEAD/JAMB SCALE: 3" = 1'-0"3 H.M. THRESHOLD SCALE: 3" = 1'-0" A2.2 ROOF PLAN, DETAILSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 1/4" = 1'-0" ROOF PLAN 0 2 4 8 12 SEE SHEET A2.3 FOR CANOPIES ROOF PLAN NOTES SEE SHEET A2.3 FOR CANOPIES A B A B 1 2 3 4 5 6 EXITEXITBB A4.1 AA A4.1 DD A4.2 DD A4.2 A A5.1 C A5.1 D A5.1 E A5.2 B A5.1 G A5.2 F A5.2 H A5.2 J H5.3 K A5.3 A2.3 CANOPY PLAN, DETAILSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 980550 2 4 8 12 SCALE: 1/4" = 1'-0" CANOPY PLAN 123456 B D E F G J K PQ T AA A4.1 BB A4.1 A A5.1 B A5.1 C A5.1D A5.1 E A5.2 J A5.3 1 2 3 4 5 6 BA C F G J K LL AA A4.1 BB A4.1 J A5.3M A5.4 N A5.4 A B CABC A B BA CC D D E E F F G G J J K K R PQ DD A4.2 CC A4.2 DD A4.2 CC A4.2F A5.2 G A5.2 H A5.2 K A5.3 L A5.4 P A5.4 A3.1 EXTERIOR ELEVATIONSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 980550 2 4 8 12 SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION ELEVATION KEYNOTES A B C D E F G H J K L M N P Q R S T U V W X Y A B C A B C A4.1 BUILDING SECTIONSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 3/8" = 1'-0"AA BUILDING SECTION SCALE: 3/8" = 1'-0"BB BUILDING SECTION 0 16 32 64 96 6 6 5 5 4 4 3 3 2 2 1 1 A4.2 BUILDING SECTONS CC & DDPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055SCALE: 3/8" = 1'-0"CC BUILDING SECTION SCALE: 3/8" = 1'-0"DD BUILDING SECTION 0 16 32 64 96 AA 1 A6.1 5 A6.2 6 A6.2 16 A6.2 7 A6.2 17 A6.2 4 A6.2 SCALE: 1/2" = 1'-0"A WALL SECTION SCALE: 1/2" = 1'-0"B WALL SECTION SEE SECTION 'A' THIS SHEET FOR ADDITIONAL INFORMATION A A SCALE: 1/2" = 1'-0"C WALL SECTION SCALE: 1/2" = 1'-0"D WALL SECTION SEE SECTION 'A' THIS SHEET FOR ADDITIONAL INFORMATION SEE SECTION 'A' THIS SHEET FOR ADDITIONAL INFORMATION 1 A5.1 20 A6.2 0 1 2 4 6 1 A2.2 SCALE: 3" = 1'-0"1 CANOPY @ ENTRY A5.1 WALL SECTIONS A - DPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 0 1 2 4 6 A SCALE: 1/2" = 1'-0"E WALL SECTION 1 A6.1 SCALE: 1/2" = 1'-0"F WALL SECTION SCALE: 1/2" = 1'-0"G WALL SECTION 6 6 6 SCALE: 1/2" = 1'-0"H WALL SECTION SEE SECTION 'E' THIS SHEET FOR ADDITIONAL INFORMATION SEE SECTION 'E' THIS SHEET FOR ADDITIONAL INFORMATION SEE SECTION 'E' THIS SHEET FOR ADDITIONAL INFORMATION J A5.3 J A5.3 J A5.3 4 A6.2 5 A6.2 19 A6.2 17 A6.2 2 A6.1 1 A6.2 7 A6.2 16 A6.2 A5.2 WALL SECTIONS E - HPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 SCALE: 1/2" = 1'-0"J WALL SECTION 0 1 2 4 6 SCALE: 1/2" = 1'-0"K WALL SECTION SEE SECTION 'J' THIS SHEET FOR ADDITIONAL INFORMATION A H A5.2 G A5.2 F A5.2 6 J A5.31 A6.2 2 A6.2 A5.3 WALL SECTIONS J, KPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 SCALE: 1/2" = 1'-0"L WALL SECTION SEE SECTION 'L' THIS SHEET FOR ADDITIONAL INFORMATION SCALE: 1/2" = 1'-0"M WALL SECTION01246 C6 1 C SEE SECTION 'L' THIS SHEET FOR ADDITIONAL INFORMATION SCALE: 1/2" = 1'-0"N WALL SECTION 1 SEE SECTION 'L' THIS SHEET FOR ADDITIONAL INFORMATION SCALE: 1/2" = 1'-0"P WALL SECTION A5.4 WALL SECTOINS L - PPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 A 6 A 1 A SCALE: 1-1/2" = 1'-0"1 OVERHANG DETAIL SCALE: 1-1/2" = 1'-0"2 OVERHANG DETAIL SCALE: 1-1/2" = 1'-0"3 OVERHANG DETAIL SCALE: 3" = 1'-0"1 COPING @ MANUFACT STONE VENEER SCALE: 3" = 1'-0"2 COPING @ METAL SIDING SCALE: 3" = 1'-0"3 OPEN SCUPPER SCALE: 3" = 1'-0"6 STUCCO REVEAL DETAIL SCALE: 3" = 1'-0"7 STONE SILL @ STUCCO SCALE: 3" = 1'-0"17 STONE SILL @ STUCCO A6.1 DETAILSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 SCALE: 3" = 1'-0"1 COPING @ MANUFACT STONE VENEER SCALE: 3" = 1'-0"2 COPING @ METAL SIDING SEE DETAIL 6 THIS SHEET FOR ADDITIONAL INFORMATION SCALE: 3" = 1'-0"3 OPEN SCUPPER SCALE: 3" = 1'-0"6 STUCCO REVEAL DETAIL SCALE: 3" = 1'-0"16 METAL BAND DETAIL SCALE: 3" = 1'-0"7 STONE SILL @ STUCCO SCALE: 3" = 1'-0"17 STONE SILL @ STUCCO SCALE: 3" = 1'-0"20 WINDOW SILL AT SLAB SCALE: 3" = 1'-0"19 WINDOW SILL @ STONE SCALE: 3" = 1'-0"4 WINDOW HEAD @ STUCCO SCALE: 3" = 1'-0"5 CANOPY @ WINDOWS A6.2 DETAILSPERMIT SET daterevisionno.datecheckeddrawnjob no.sheetLANCE MUELLER & ASSOCIATESA R C H I T E C T S A I A130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553NEW BUILDING FOR BURKHEIMER FAMILY LLCSTARBUCKS AT AIRPORT PLAZA68 RAINIER AVE. SOUTH, RENTON, WA 98055 New Building ForSTARBUCKS AT AIRPORT PLAZAFOR BURKHEIMER FAMILY LLC64 RAINER AVE SOUTHRENTON, WASHINGTON 98057GENERAL NOTETHE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATESTEDITION.1.DESCRIPTIONBuilding Name & Site Location - Starbucks at Airport Plaza - Renton, WA2.DESIGN CODE AND STANDARDSApplicable Code (Edition/Name) - 2015 International Building Code (IBC)Other documents referenced by these notes shall be the specific edition referenced by the building codespecified above, or if not specified, shall be the latest edition.Code supplement & Date - ASCE 7-103.DESIGN LOADSa.Snow LoadBasic roof snow load - Pf = 25 psfThermal factor - Ct = 1.0Importance factor - Is = 1.0,Snow exposure factor - Ce = 1.0b.SeismicRisk Category IISs = 1.448, S1 = 0.542, Ie = 1.0, Site Class “D” andSDS = 0.965, SD1 =0.542.Seismic Design Category = “D”Basic Seismic Force Resisting System = Light-weight wood shear wallsDesign Base Shear V = 3.50 kipsCs = 0.104 ASD, R = 6.5Equivalent Lateral Force Procedure used.Mech. & Refrigeration unit loads will be picked up at the point of the unitsand transferred into the lateral system.Sprinkler lines will be braced to top of girders or top chord of steel truss,by the sprinkler contractor.c.Wind LoadRisk Category IIBasic wind speed (3 sec. gust) VULT= 110 mph , VASD= 85 mphExposure BKzt=1.0Kd=0.85 (IBC load cases per section 1605.2 & 1605.3.1 only)Internal pressure coefficient GCpi - + 0.18d.Special LoadsThe following special loads are to be considered:Mechanical equipment on roof.Sprinkler lines, canopy & other reactions as noted on structuraldrawings.e.Load CombinationsAll Code required load combinations are to be used in the buildingdesign.OSHA STANDARDSTHE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHASTANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANYNONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'SMEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCESO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERALCONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ONTHIS PROJECT.FOUNDATIONTHE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF INACCORDANCE WITH SOILS REPORT #ES-4576 DATED 7-5-16 PREPARED BY EARTH SOLUTIONS NW, LLC.PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABSON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT.COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS.DETERMINE MAXIMUM DENSITY BY ASTM D 1557. EXTEND BOTTOM OF ALL EXTERIOR FOOTINGS 18"MIN. BELOW FINAL FINISHED GRADE. FOOTING STEP LOCATIONS SHOWN ON PLANS AREAPPROXIMATE. CONTRACTOR TO VERIFY AND COORDINATE FOOTING STEPS WITH CIVIL ENGINEERTO FINISH GRADE PLANS. ADD FOOTING STEPS AS REQUIRED. SEE ARCH. AND SOILS REPORT FORSLAB ON GRADE UNDERLAYMENT.CAST-IN-PLACE CONCRETEF'c = 3000 PSI FOR ALL CAST-IN-PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THEBASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGNAND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE ANDSELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTIONAGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4” MAXIMUM SLUMP WHICHCAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONSFOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TOFREEZING AND THAWING EXPOSURES. LIMIT WATER-CEMENT RATIO TO .45 AND USE TYPE V CEMENTWHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%.ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TOINCREASE WORKABILITY WITHOUT INCREASING WATER-CEMENT RATIO OF DESIGN MIXSUBMITTAL. SEE SPECIFICATIONS FOR CURING. PROVIDE 3/4” CHAMFER AT ALL EXPOSED CONCRETEEDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTMA 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PERSCHEDULE, 2'-0" MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0” MIN. BEND) FOR ALLHORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARDPRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TOCONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPTSTIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS.COVER TO REINFORCEMENT:NONPRESTRESSED CAST-IN-PLACE CONCRETE(INCHES)CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH…………………………………..3FORMED SURFACESEXPOSED TO EARTH OR WEATHER…………...#6 AND LARGER……………………..…..2#5 AND SMALLER…………………....1-1/2NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUNDSLABS, WALLS, JOISTS...................................14 AND LARGER...............................1-1/2#11 AND SMALLER..............................3/4REINFORCING STEEL WELDINGUSE ASTM A 706 GRADE 60 (fy = 60000 PSI) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOWPROCEDURES OF ANSI/AWS D1.4, “STRUCTURAL WELDING CODE - REINFORCING STEEL”. USE E 80XXLOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5. DO NOT WELDREINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEATAND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO. 11 BARS. DONOT WELD NO. 14 AND NO. 18 BARS. DO NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOLNATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIEDWELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES.CONCRETE ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS)DRILLED IN EXPANSION ANCHORS:CONCRETE HILTI KWIK BOLT TZ PER ESR-1917ADHESIVE ANCHORS:CONCRETEHILTIHIT-RE500 -SD PER ESR-2322 AND HILTI HIT-HY 200-R PER ESR-3187CAST IN PLACE ANCHORS:CONCRETEEMBED PER IBC TABLE 1908.2SCREW ANCHORS:CONCRETEHILTI KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ I) PER ESR-3027ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OFINSTALLATION PER ACI 318 - 11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY ORUPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIEDPERSONNEL IN CONFORMANCE TO ACI 318 - 11 SECTION D.9.2.2.FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDESPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWEDUNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FORREVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIORAPPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOREXTERIOR APPLICATIONS PER ESR REPORT.STRUCTURAL STEELALL WORK IN ACCORDANCE WITH “AISC SPECIFICATION FOR STRUCTURAL STEELBUILDINGS (AISC 360-10), AND THE “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES” AUGUST 25, 2010. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPESASTM A 992(Fy=50,000 PSI) OTHER SHAPES & PLATESASTM A 36(Fy=36,000 PSI) TUBE SHAPESASTM A 500, GRADE B(Fy=46,000 PSI) PIPE SHAPESASTM A 53, TYPE E OR S, GRADE B(Fy=35,000 PSI) WELDHEAD STUDSASTM A 108(Fy=50,000 PSI) ANCHOR BOLTSASTM F 1554, GRADE 36(Fy=36,000 PSI) HIGH STRENGTH BOLTSASTM A 325 BASE PLATE GROUTASTM C 1107 BOLTS:ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON-SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED “SNUGTIGHT” ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYSWITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH “SPECIFICATIONFOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS”. (12/31/09)WELDS:ALL WELDING TO CONFORM WITH AWS D1.1 “STRUCTURAL WELDING CODE - STEEL”.WELDS NOT SPECIFIED SHALL BE ¼” CONTINUOUS FILLET MINIMUM. ALL WELDS BYWABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUMTENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED.WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENTAS REQUIRED BY MANUFACTURER.COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMSTO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METALDECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD.DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARECOMPLETE. ALL STEEL NEEDS TO BE COATED FOR APPROPRIATE EXPOSURE. COORDINATE WITHARCHITECT AND ENGINEER.MEMBERS DESIGNATED “POSTS” ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRICLOAD.FRAMING LUMBERGRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF “WESTERN LUMBER GRADINGRULES”, WWPA OR “STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER”, WCLIB. ALLLUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE, USE THE FOLLOWING:SPECIESGRADEBASE VALUE FbVISUALLY GRADED DIMENSION LUMBER(2” TO 4” THICK BY 2” & WIDER)STUDS - WHERE NOTEDDOUG FIR#2900 PSIJOISTS & RAFTERS - TYPICALDOUG FIR#2900 PSIJOISTS & RAFTERS - WHERE NOTEDDOUG FIR#1 1000 PSIJOISTS & RAFTERS - WHERE NOTEDDOUG FIRSEL STR1500 PSIPLATES & LEDGERSDOUG FIR#2900 PSIBEAMS & HEADERS - TYPICALDOUG FIR#2 900 PSIVISUALLY GRADED TIMBERS(5”X5” & LARGER)BEAMS & STRINGERS (WIDTH MORE THAN 2” OF THICKNESS DOUG FIR#11350 PSIPOSTS & TIMBERS (WIDTH 2” OR LESS OF THICKNESS)DOUG FIR#11200 PSIEACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS ANDNUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASEVALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITHCONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMONNAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT WHERESHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS.ALL FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOODSHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT-DIP GALVANIZED(HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLYGALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER.PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES ANDCONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIESEQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS ASSPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERSAPPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES --NOMORE THAN ONE HOLE EVERY 6-INCHES.GLU-LAMINATED WOOD MEMBERSGLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1-07AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS 24F-V4 (DF/DF) Fb=2400, Fvx = 190 PSIFOR SIMPLE SPAN BEAMS AND COMBINATION EWS 24F-V8 (DF/DF) Fb=2400, Fvx = 190 PSI FORCANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMSSHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED.PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE.ADHESIVE TO BE "WET USE". APPEARANCE GRADE PER ARCH SPECIFICATIONS.WOOD STRUCTURAL PANELSCONFORM WITH U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS, PS1-09,STRUCTURAL PLYWOOD OR PS 2-10, PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL USEPANELS . ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING.ROOF SHEATHING: 15/32", CDX 24/0 @ LOWER ROOF, 1 1/8 CDX @ UPPER ROOFNAIL WITH 10d (.148” DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT)WALL SHEATHING: 15/32”, CDX 24/0. NAIL WITH 10d (.148” DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT)SPECIAL INSPECTIONS AND TESTSINSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENTTESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTIONINSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OFBUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIALPRIOR TO CONSTRUCTION.SOILS:VERIFY THAT SITE PREPARATION, FILL PLACEMENT ANDIN-PLACE DENSITY MEET REQUIREMENTS OF APPROVED SOILSREPORT.CONCRETE:IN ACCORDANCE WITH TABLE 1705.3 OF IBC AND REFERENCEDSTANDARDS.CONTINUOUS INSPECTION:DURING PLACEMENT TO SAMPLE FRESH CONCRETE FOR STRENGTHTESTS, PERFORM SLUMP AND AIR CONTENT TESTS ANDTEMPERATURE MEASUREMENTS OF CONCRETE.PERIODIC INSPECTION:VERIFY REINFORCING STEEL AND PLACEMENT. CHECK FORREQUIRED COVER, SIZE, GRADE, AND SPACING.VERIFY PLACEMENT OF EMBEDDED CONNECTIONS, DOWELS, ANDANCHOR BOLTS.VERIFY USE OF REQUIRED MIX DESIGN.VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUES.CONC. EXPANSION &DRILLED-IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USEDMUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVESYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFYCERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS.STEEL:IN ACCORDANCE WITH AISC 341-10 SEISMIC DESIGN MANUAL, CHAPTER JAND REFERENCED STANDARDS.PERIODIC INSPECTION:VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARKINGSCONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OFMANUFACTURER'S CERTIFICATE OF COMPLIANCE.INSTALLATION OF BEARING-TYPE BOLTED CONNECTIONS.SINGLE-PASS FILLET WELDS 5/16-INCH OR LESS.WELDING OF STUDS.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHERTHAN ASTM A-706.WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRINGCONTINUOUS INSPECTION.STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS.WOODCONSTRUCTION:PERIODIC INSPECTION:NAILING, BOLTING OF ALL WALL ANCHORS, LEDGERS, DRAGBEAMS AND CONNECTIONS, AND HOLD-DOWNS.CALL ENGINEER FOR NAILING REVIEW PRIOR TO COVERING SHEAR WALLSAND DIAPHRAGMS.WELDEDSTUDS:VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ONSHOP FABRICATIONS. INSPECTION SHALL INCLUDE BEDING A MINIMUM OFTWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'SRECOMMENDATIONS.FABRICATORS:SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOTREQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DOSUCH WORK WITHOUT SPECIAL INSPECTION.REPORTS:PROVIDE REPORTS IN ACCORDANCE WITH IBC SECTION 1704.2.4 OFAND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES.SEISMICRESISTANCE: ALL WALLS AND ROOF ELEMENTS ARE PART OF THE SEISMIC-FORCE-RESISTING SYSTEM, AND SHALL BE INSPECTED AS DESCRIBEDABOVE.OTHER INSPECTIONSBY BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 110 OF IBC.NOTE TO MECHANICAL AND ELECTRICAL TRADESCONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERSSUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOWLOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVALPRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THESTRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDINGDEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THERESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL.SPECIAL CONDITIONSCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATESHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTORSHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.SHOP DRAWINGSSUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGSTO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE ANDPRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL,REINFORCING STEEL. “SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALLTAKE PRECEDENT OVER THE SHOP DRAWINGS...”.DRAWING INDEXS0.1S1.1FOUNDATION PLANS1.2CANOPY FRAMING PLANGENERAL NOTESS1.3ROOF FRAMING PLANS2.1FOUNDATION SECTIONSS3.1CANOPY FRAMING SECTIONSS4.1ROOF FRAMING SECTIONSS4.2ROOF FRAMING SECTIONSS0.2SPECIAL INSPECTIONSdaterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S0.1GENERAL NOTES INSPECTION TASKa. PROPORTIONS OF SITE-PREPARED MORTAR.b. CONSTRUCTION OF MORTAR JOINTS.e. PRESTRESSING TECHNIQUE.2015 IBC LEVEL B REQUIRED VERIFICATION & INSPECTION OF MASONRY CONSTRUCTIONREFERENCE FOR CRITERIA CONTINUOUSPERIODICX---------------X----------X-----X----------X-----X----------X-----X----------ART. 3.6BART. 2.1CART. 3.2D, 3.2FART. 2.4, 3.4ART. 2.6B, 2.4G.1.b ART.1.8C, 1.8DART. 3.6BX-----ART. 3.3B.9, 3.3F.1.bART. 1.5X-----VERIFICATION & INSPECTION TASK1. PREFABRICATED WOOD STRUCTURAL ELEMENTSSHALL BE IN ACCORDANCE WITH SECTION 1704.2.52015 IBC WOOD CONSTRUCTIONSPECIAL INSPECTION OF WOOD CONSTRUCTION FREQUENCY OF INSPECTIONREFERENCE FOR CRITERIA CONTINUOUS DURING TASKPERIODICDURING TASKIBCSECTION1704.2.51705.5.1X-----X-----X-----TYPE1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.2015 IBC TABLE 1705.6REQUIRED SPECIAL INSPECTION AND TESTS OF SOILSCONTINUOUS SPECIAL INSPECTIONPERIODIC SPECIAL INSPECTIONX-----XXXX--------------------X----------ART. 2.1, 2.6A-----ART. 2.4B, 2.4HX----------1705.51705.5.1MINIMUM TESTSVERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITEIN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF CONSOLIDATING GROUTVERIFICATION OF f' AND f' IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICLLY EXEMPTED BY THIS CODEAACmMINIMUM SPECIAL INSPECTIONTMS 402/ACI 530/ASCE 5TMS 602/ACI 530.1/ASCE 61. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:X----------ART. 3.3Bc. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. X-----d. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES.X-----ART. 3.4, 3.6Af. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY3. PRIOR TO GROUTING VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEb. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES.SEC. 6.1c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGESX-----ART. 3.2E, 3.4, 3.6Ad. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS.e. CONSTRUCTION OF MORTAR JOINTSART. 3.3B4. VERIFY DURING CONSTRUCTION:a. SIZE AND LOCATION OF STRUCTURAL ELEMENTSX-----ART. 3.3Fb. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONSEC. 1.2.1.(e),6.1.4.3, 6.2.1c. WELDING OF REINFORCEMENTSEC. 8.1.6.7.2,9.3.3.4(c), 11.3.3.4(b)d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C))e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE.X-----ART. 3.5, 3.6Cg. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMSART. 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3, 1.4B.4-----2. HIGH LOAD DIAPHRAGMS DESIGNED IN ACCORDANCE WITHSECTION 2306.2 TABLE 2306.2(2), THE INSPECTOR SHALL VERIFY:a. WOOD STRUCTURAL SHEATHING TO VERIFY THE GRADE AND THICKNESS SHOWN ON APPROVED BUILDING DRAWINGS.b. THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, NAIL OR STAPLE LENGTH, NUMBER OF FASTENER LINES, AND SPACING OF FASTENERS IN EACH LINE AND AT EDGE MARGING AGREES WITH APPROVED BUILDING DRAWINGS2015 IBC REQUIRED SPECIAL INSPECTION & TEST OF OF STEEL CONSTRUCTIONVERIFICATION AND INSPECTIONCONTINUOUSPERIODICREFERENCEDSTANDARD1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED2. INSPECTION OF HIGH-STRENGTH BOLTING: a. SNUG-TIGHT JOINTS. b. PRETENSIONED AND SLIP-CRITICAL JOINTS USINGTURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT ORDIRECT TENSION INDICATOR METHODS OF INSTALLATION. c. PRETENSIONED AND SLIP-CRITICAL JOINTS USINGTURN-OF-NUT WITHOUT MATCHMARKING ORCALIBRATED WRENCH METHODS OF TESTING.3. MATERIAL VERIFICATION OF STRUCTURAL STEEL:AND COLD-FORMED STEEL DECK: a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGSTO CONFORM TO AISC 360. b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TOCONFORM TO ASTM STANDARDS SPECIFIED IN THEAPPROVED CONSTRUCTION DOCUMENTS. c. MANUFACTURERS CERTIFIED TEST REPORTS.4. MATERIAL VERIFICATION OF WELD FILLERMATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWSSPECIFICATION IN THE APPROVED CONSTRUCTIONDOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED5. INSPECTION OF WELDING: a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1.) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS 2.) MULTIPASS FILLET WELDS 3.) SINGLE-PASS FILLET WELDS > 5/16" 4.) PLUG AND SLOT WELDS 5.) SINGLE-PASS FILLET WELDS < 5/16" 6.) FLOOR AND ROOF DECK WELDS b. REINFORCING STEEL: 1.) VERIFICATION OF WELDABILITY OF REINFORCING STEELOTHER THAN ASTM A706. 2.) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCESIN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARYELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS ANDSHEAR REINFORCEMENT. 3.) SHEAR REINFORCEMENT. 4.) OTHER REINFORCING STEEL.6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE a. DETAILS SUCH AS BRACING AND STIFFENING. b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.-----X-----X-----X-----XX----------X-----X-----X-----X----------X-----X-----X-----X----------X-----X---------------XX-----X----------X-----X-----X-----X-----AWS D1.4ACI 318 SECTION 26.6.4AWS D1.3AISC 360, SECTION A3.5AND APPLICABLE AWSA5 DOCUMENTSAPPLICABLE ASTMMATERIAL STANDARDS AISC 360, SECTION N2-----AISC 360, SECTION A3.3AND APPLICABLE ASTMMATERIAL STANDARDSFREQUENCY ªXbXcSEC. 6.1, 6.2.1,6.2.6, 6.2.7--------------------NOTES:(a) Frequency refers to the frequency of Special Inspection, which may be continuous during the task listed or periodic during the listed task, as defined in the table.(b) Required for the first 5000 square feet (465 square meters) of AAC masonry.(c) Required after the first 5000 square feet (465 square meters) of AAC masonry.AISC 360, SECTION M2.5, N5 TABLE N5.6-1TABLE N5.6-2TABLE N5.6-3 AISC 341, SECTION J7 TABLEJ7-1TABLE J7-2TABLE J7-3XbXc AISC 360, SECTION N5TABLE N5.4-1TABLE N5.4-2TABLE N5.4-3 AISC 341, SECTION J6TABLE J6-1TABLE J6-2TABLE J6-3 AWS D1.1TYPE10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEINGFORMED. ----------X--------------------XXXXX1908.4 -----1908.9---------------AWS D1.4ACI 318: 2.6.6.4ACI 318: 26.5.3 - 26.5.5ACI 318: CH. 26.8ACI 318: 26.11.2XACI 318: 17.8.2.4ACI 318: 17.8.2ACI 318: 17.8.2 -----CONTINUOUSSPECIALINSPECTIONSPERIODICSPECIALINSPECTIONSREFRENCEDSTANDARD ͣIBCREFRENCE2015 IBC TABLE 1705.3REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION1. INSPECT REINFORCEMENT STEEL, INCLUDINGPRESTRESSING TENDONS, AND VERIFY PLACEMENT.2. REINFORCING BAR WELDINGa. VERIFY WELDABILITY OF REINFCING BARSOTHER THAN ASTM A706;b. INSPECT SINGLE-PASS FILLET WELDS,MAXIMUM 5/16" ANDc. INSPECT ALL OTHER WELDS.-----XX-----ACI 318 Ch. 20, 25.2, 25.3,26.6.1-26.6.33. INSPECT ANCHORS CAST IN CONCRETE.-----X4. INSPECT ANCHORS POST INSTALLED INHARDENED CONCRETE MEMBERS.ᵇa. ADHESIVE ANCHORS INSTALLED INHORIZONTALLY OR UPWARKLY INCLINEDORIENTATIONS TO RESIST SUSTAINEDTENSION LOADS.b. MECHANICAL ANCHORS AND ADHESIVEANCHORS NOT DEFINED IN 4.a.5. VERIFY USE OF REQUIRED DESIGN MIX.-----X1904.1, 1904.2,1908.2, 1908.3ACI 318: CH. 1926.4.3, 26.4.46. PRIOR TO CONCRETE PLACEMENT, FABRICATESPECIMENS FOR STRENGTH TESTS, PERFORMSLUMP AND AIR CONTENT TESTS, AND DETERMINETHE TEMPERATURE OF THE CONCRETE.ASTM C172, ASTM C31ACI 318: 26.4, 26.12X-----X1908.107. INSPECT CONCRETE AND SHOTCRETEPLACEMENT FOR PROPER APPLICATIONTECHNIQUES.X-----ACI 318: 26.51908.61908.71908.88. VERIFY MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.9. INSPECTION OF PRESTRESSED CONCRETE FOR:a. APPLICATION OF PRESTRESSING FORCES; ANDb. GROUTING OF BONDED PRESTRESSING TENDONS.X-----X-----ACI 318: 26.10-----11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OFTENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVALOF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.a. WHERE APPLICABLE, SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCEIN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIALINSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIALPRIOR TO THE COMMENCEMENT OT THE WORK. ---------------ACI 318: 26.11.1.2(b)daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S0.2SPECIAL INSPECTIONS 12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"ABCABC36'-0"13'-4 1/2"22'-7 1/2" 36'-0" 13'-4 1/2"22'-7 1/2"12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"1/4" = 1'-0"FOUNDATION PLANNOTES:1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0" (U.N.O.)2.) TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- ").3.) CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.)4.) SEE DWG. S0.1 FOR GENERAL NOTES.5.) COLUMNS SHOWN: SEE SCHEDULES THIS SHEET FOR COLUMN SIZE (C1) AND BASE PLATE ( A )FOOTING SCHEDULE BRG. = 2.5 ksfMARKSIZEREINFORCEMENT(BOT. EA. WAY)(TOP EA. WAY)F3.03'-0" x 3'-0" x 1'-0"3 #5---F3.53'-6" x 3'-6" x 1'-0"3 #5---F4.04'-0" x 4'-0" x 1'-0"4 #5---F4.54'-6" x 4'-6" x 1'-1"4 #5---F5.05'-0" x 5'-0" x 1'-1"5 #5---F5.55'-6" x 5'-6" x 1'-2"6 #5---F6.06'-0" x 6'-0" x 1'-3"5 #6---F6.56'-6" x 6'-6" x 1'-3"6 #6---FA4'-0" x PER PLAN x 1'-4"5 #6 TOP & BOT. LONG WAY#4 @ 12"oc TOP & BOT. TRANSVERSENOTE:1.) SOME FTG. SIZES SHOWN MAY NOT BE APPLICABLE ON THIS PROJECTCOLUMN SCHEDULEMARKH.S.S. SIZEC15x5x1/4C24x4x1/41'-6" CONT. FOOTING (U.N.O.)(-1'-0")(-1'-0")(-1'-0")(-1'-0")(-1'-0")(-1'-0") (-1'-0")(-1'-0")(-1'-0")(-1'-0")(-1'-0") 2/S2.12/S2.12/S2.1 2/S2.15'-0"9'-6"8'-1 1/2" 5'-5 3/4"10'-6 1/2"C1(-1'-0")C11'-6" CONT. FOOTING TYP., (U.N.O.) 6" C.I.P. STEM WALL TYP. U.N.O. 6" C.I.P. STEM WALL TYP. U.N.O.CF4.0C2AF5.01'-6" CONT.FOOTINGTYP., (U.N.O.)6" C.I.P. STEMWALL TYP. U.N.O.CF3.0C2BC2B3 1/4"6'-4"C1BCENTERLINE COLUMNS1/S2.13 1/4"F3.53 1/4"CENTERLINECOLUMNSC1CF3.5FA4'-0"4'-0"6" MIN. (3 SIDES) 6" MIN.(3 SIDES)C1DC1DC 2 CC 2 CC1DCENTERLINECOLUMNS 3 1/4"CENTERLINECOLUMNSC1DC1DC1BF3.0F3.0F3.5FUTURE CONCRETESLAB ON GRADE PERT.I. DRAWINGS.0'-0" DATUMC1BC1BF3.0F3.0C1CCOLUMN BASE PLATESCHEDULEMARKPLAN DETAIL GEOMETRYANCHOR BOLTSA4B4C4D4- 3/4"Øx8" W.H.S.(SEE NOTE 4)TYP.1 1/2"1/4TYP. 1 1/2"1/41 1/2"1 1/2"3"1/41 1/2"1 1/2"3"1/41 1/2"1 1/2"3"NOTES:1.) ALL BASE PLATES 3/4" THICK ON 3/4" GROUT BED, EXCEPT TYPE D .2.) ALL ANCHOR BOLTS SHOWN ARE 3/4"Ø.3.) ORIENT BASE PLATE TO COLUMN AS REQUIRED.4.) TYPE D CONNECTIONS, CONTRACTOR COORDINATE w/ DETAILER/ERECTOR TO PROVIDE TEMPORARY REMOVABLE ERECTION TABS.3 OPP./S2.13/S2.12/S2.1 (-1'-0")FAFA FOOTING 2'-0" TYPICAL @ NOTE:NAIL 15/32 CDX 10d @ 4"ocPANEL EDGES BETWEEN HD7'sHD7 w/ 2- STUDSHD7 w/ 2- STUDSHD7 w/ 2- STUDSHD7 w/ 2- STUDSNOTE:NAIL 15/32 CDX 10d @ 4"ocPANEL EDGES BETWEEN HD7'sHD7 w/ 2- STUDS HD7 w/ 2- STUDS HD7 w/ 2- STUDS HD7 w/ 2- STUDS daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S1.1FOUNDATION PLAN 4 SIM./S3.1 12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"ABCABC36'-0"13'-4 1/2"22'-7 1/2" 36'-0" 13'-4 1/2"22'-7 1/2"12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"H.S.S. 3x3x1/45 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.2/S3.11/S3.1H.S.S. 3x3x1/4H.S.S. 3x3x1/4STRUT STRUTSTRUT H.S.S. 3x3x1/4S T R U T H.S.S. 3x3x1/4S T R U T H.S.S. 3x3x1/4S T R U T 1/S3.12/S3.1 4/S3.1 3/S3.1 6/S3.1 1/S3.1 2/S3.15 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.1/S3.11/4" = 1'-0"CANOPY FRAMING PLANNOTE:1.) TOP OF STEEL FRAMING/TOP OF G.L.B. = 11'-7 1/2", TYPICAL. U.N.O. EAST OF GRID 6 PER PLAN.2.) ALL G.L.B.'s THIS LEVEL SHALL HAVE "0" CAMBERH.S.S. 4x2x1/4MC12x10.6 (TYPICAL 3 SIDES)H.S.S. 4x2x1/4LEDGERS, TYP.DIAGONALBRACE UP,TYPICALH.S.S. 4x2x1/4MC12x10.6 (TYPICAL 3 SIDES)5 1/8x12 G.L.B.H.S.S. 4x2x1/415/32" CDXPLYWOODMC12x10.6 (TYPICAL 3 SIDES)MC12x10.6 (TYPICAL 3 SIDES)H.S.S. 3x3x1/4, HORIZ.STRUT (8 PLACES)H.S.S. 4x2x1/45 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.5 1/8x12 G.L.B.V A L L E YVALLEY5/S3.1H.S.S. 4x2x1/4H.S.S. 4x2x1/4 MC12x10.6 (TYPICAL 3 SIDES)H.S.S. 4x2x1/4DIAGONALBRACE UP,TYPICALCENTERLINE MST48 STRAPTHRU SHEATHING TOG.L.B./2x4 STUD BLKG.CENTERLINE MST48 STRAPTHRU SHEATHING TOG.L.B./2x4 STUD BLKG.daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S1.2CANOPY FRAMING PLAN 12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"ABCABC36'-0"13'-4 1/2"22'-7 1/2" 36'-0" 13'-4 1/2"22'-7 1/2"12345658'-0"11'-4 1/2"11'-4 1/2"12'-6"11'-4 1/2"11'-4 1/2"R.O. BELOW PER ARCH.2x10 D.F. #2 @ 16"oc 10/S4.111/S4.1 10 OPP./S4.1 5 1/8x12 G.L.B. BELOW5 1/8x12 G.L.B. BELOW5 1/8x12 G.L.B. BELOW5 1/8x12 G.L.B. BELOW4x8 D.F. #1 SHOWNCUT AWAY. EXTENDCONTINUOUS TOGRID 2 PER1/4" = 1'-0"ROOF FRAMING PLANNOTES:1.) [ - ] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECK) ABOVE DATUM.2.) < - > INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM.3.) CONTRACTOR TO VERIFY M/U & SPRINKLER MAIN WEIGHTS & LOCATIONS. SUBMIT TO E.O.R. FOR REVIEW AND FRAMING REVISION PRIOR TO CONSTRUCTION.4.) ALL 5 1/8x12 GLB's SHALL HAVE "0" CAMBER. ALL GLB's LARGER THAN 5 1/8x12 SHALL HAVE STANDARD 2000' RADIUS CAMBER.6'-0"CENTERLINEBEAM HINGE6 3/4x25 1/2 G.L.B.24F-V8 DF/DF6 3/4x25 1/2 G.L.B.15/32" CDX PLYWOOD,TYP. @ LOW ROOF5 1/8x15 G.L.B.5 1/8x15 G.L.B. 5 1/8x15 G.L.B. 5 1/8x15 G.L.B. 5 1/8x15 G.L.B. 5 1/8x15 G.L.B.4/S4.12/S4.1 4x8 D.F. #1 @ 48"ocTYPICAL, U.N.O.3/S4.14x8 D.F. #1 @ 48"ocTYPICAL, U.N.O.4x8 D.F. #1 @ 48"ocTYPICAL, U.N.O.4x8 D.F. #1 @ 48"ocTYPICAL, U.N.O.5/S4.15/S4.15/S4.15 1/8x12 G.L.B. COLLECTOR BELOW5 1/8x12 G.L.B. COLLECTOR BELOW5 1/8x12 G.L.B. COLLECTOR BELOW5 1/8x12 G.L.B. COLLECTOR BELOW1 1/8" ACX, TYP.@ UPPER ROOF5 1/8x12 G.L.B. COLLECTOR BELOW2x8 @ 24"oc9/S4.12 PLACESTHIS GRID5 SIM./S4.1REFER TO SHEET S1.2FOR CANOPY FRAMINGBELOW NOT SHOWN. ELEVATION 1/S4.26/S4.14x8 D.F. SEL-STR @ 48"ocR.O. BELOW PER ARCH.R.O. BELOW PER ARCH.R.O. BELOW PER ARCH.4'-0"4'-0"STEP WALLADD 2x10 ELEVATION 2/S4.224F-V4 DF/DF7 OPP./S4.1 10/S4.1CENTERLINE MST72STRAP THRUSHEATHING 1 SIM./S4.1 1 TYP./S4.1 10/S4.17/S4.12 SIM./S4.1 [16'-0 3/8"] TYP. THIS GRID5 1/8x12 G.L.B.<PER ARCH.> TYP.U.N.O. VERIFY[14'-8 3/8"] TYP. THIS GRIDCENTERLINE MST72STRAP THRUSHEATHINGELEVATION 2/S4.2STEP WALL<PER ARCH.> TYP.U.N.O. VERIFYADD 2x10 STEP WALLSTEP WALL[PER ARCH.] TYP. THIS GRIDdaterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S1.3ROOF FRAMING PLAN 23/4" = 1'-0"SECTION13/4" = 1'-0"SECTIONFOOTING SIZE PER PLANREINF. PER SCHEDULEHOLD2" CLR.(-1'-0") TYPICAL, U.N.O.1'-1"HOLD3" CLR.(PER PLAN)WHERE NOTED0'-0"H.S.S. COLUMN PER PLAN3/4" NON-SHRINK LEVELING GROUTBASE PLATE PER SCHED.CENTERLINE COLUMN & FOOTING(PER PLAN)0'-0"PER PLAN#4 @ 16"oc @ CENTERLINE WALLFUTURE SLAB ON GRADEPER T.I.FUTURE SLAB ON GRADEPER T.I.33/4" = 1'-0"SECTION3 1/4"3 1/4"1/4CENTERLINE COLUMNCENTERLINE COLUMN TYPICAL REINF. @CORNER COLUMNS3- #5 CONT.11 1/4"THRESHOLD WHEREHOLD3" CLR.U.N.O.2- #4 CONT.@ 3"GA.2x P.T. PLATE w/5/8"Ø A.B. @ 32"oc @CENTERLINE (EMBED 8")TYP. U.N.O.DTL.2x PLATEBEYOND TYP.2- STUDSDTL.NAIL ALL PANEL EDGES,BOUNDARY EDGES, BOLTEDNAILERS, BASE PLATES 10d @ 4"ocBLOCKED, THIS LOCATION ONLY FULL HEIGHTSHEATHINGCONTINUOUSVESTIBULE OVERFRAMING1/2"Ø W.T.S. @ 24"ocTYPICAL @ CENTERLINEEACH FACE3 1/2"PLAN DETAIL2x6 D.F.#2 @ 16"oc,TYPICAL U.N.O.43/4" = 1'-0"SECTIONNOTE:CORNER REINF. TO CONFINEANCHOR BOLTS6" STEM WALL THICKNESSAPPLICABLE PER ARCH.TO MATCH STOREFRONT/DOOR8" 1'-0"HD7 w/ 3- 7/8"Ø STUDBOLTS & 7/8"Ø ANCHORBOLTS (EMBED 12")4x6 P.T. PLATE w/6- 5/8"Ø A.B. @CENTERLINE EQUALLYSPACED (EMBED 8")HD7HD7daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S2.1FOUNDATION SECTIONS PER ARCH.PER ARCH.PERARCH.13/4" = 1'-0"SECTIONPER ARCH.ALIGNPER ARCH.PER ARCH.dtl. 1a1/41/4PER ARCH.5/8"Ø THREADEDROUND STOCKPER ARCH.1 1/2" TYPE HSB36 DECKINGPER PLAN SCREW EACH FLUTETO FRAMING w/ MIN. #8SCREWS PER SPECS#2 1/2 CLEVIS w/3/4"Ø BOLT/PINPER ARCH.H.S.S. 3x3x1/4 STRUTPLATE 3/8"x4"1/4CENTERLINE H.S.S.dtl. 1cPER ARCH.3"2"1 1/2"1 1/2"1 1/2"PROVIDE 1/4"Ø WEEPHOLES @ EA. END TYP.3"PER ARCH.SLOPETO MEETREQ'D.3/162@18TYP.AS REQ'D. PER ARCH.1 1/2"#2 1/2 CLEVIS w/7/8"Ø BOLT / PINPER ARCH.1 1/2"3"4"1 1/2"6"BEARING PLATE 1/2"x6"DAPPED INTO G.L.B.1/4" KERF PLATE @CENTERLINE COLUMN w/4- 3/4"Ø BOLTSCOUNTERSINK HEADSFLUSH. DO NOTCOUNTERSINK GREATERTHAN 1/8" BEYOND FLUSH1/2" CLR.dtl. d H.S.S. COLUMN PER PLAN5/8"Ø ROUND STOCKTHREADED EACH ENDw/ 2 1/2" CLEVIS &3/4"Ø PINCENTERLINE H.S.S.PER ARCH.1"AS REQ.D PER ARCH.1 1/2"1/4TYP.CAP PLATE 3/8"PROVIDE 1/4"Ø WEEPHOLES @ EA. END TYP.dtl. 1bdtl. 1ddtl. 1cdtl. 1adtl. 1b23/4" = 1'-0"SECTIONPER ARCH.PER ARCH.5/8"Ø ROUND STOCKTHREADED EACH ENDw/ 2 1/2" CLEVIS &3/4"Ø PINMITER 45° &WELD CORNERSEND LEDGERSLOPE w/ DECK2"1 1/2"1/41 1/2"1 1/2"1 1/2"1 1/2"1 1/2"4"dtl. 2a1/4TYP.1/4HOLD MC END CLR.OF FINISH PER ARCH. PER ARCH.1 1/2"1 1/2"1/4PLATE 3/8"x3" @CENTERLINE H.S.S.H.S.S. STRUT PER PLAN@ CENTERLINE G.L.B.PLATE 1/4"x7" w/2- 3/4"Ø BOLTS @ 4"GA.PLATE 3/8"x7"x0'-7" w/4- 3/4"Øx4" LAG SCREWSPLATE 3/8"x3 1/2"x0'-8 1/2", TYP. w/2- 5/8"Øx6" LAG SCREWS.DRILL 7/16"Ø PILOT HOLES3/16dtl. 2aCENTERLINE H.S.S.3"3"1 1/2"1 1/2"1 1/2"1 1/2"2"15/32" CDX PER PLANSHEARWALL PER PLANSOFFIT PER ARCH.PER PLAN = 10d @ 6"oc TYP.***33/4" = 1'-0"SECTIONPER PLAN43/4" = 1'-0"SECTIONCDX PER PLANENTRY R.O.CDXdtl. 4aH.S.S. 4x4H.S.S. 3x3x1/4H.S.S. 5x5*RETURN CHANNELBEYOND PER ?/S3.1*MST48 STRAPTHRU PLYWOODdtl. 4a1/463/4" = 1'-0"SECTIONH.S.S. 3x3x1/2H.S.S. 5x5STUD WALL NOT SHOWN FINISHED SURFACEBOLTED/WELDED TABPLATE @ CENTERLINECOLUMN SIZE PER 2/S3.1H.S.S. 4x4 ATCENTERLINE STUD WALLMATCHING TABPLATE 1/4"TO CLEAR FINISH3/8"x3"x0'-8"1/4TAB PLATENOTCH DECK& SEALTO CLEAR FINISH3" 1 1/2"1 1/2"CANOPY TAP PLATE@ 4"oc EACH WAY, DRILL1/2"Ø PILOT HOLESG.L.B. PER PLANBEYOND OVERVESTIBULE OPENING2- STUDSCONN. TOCOLUMN PER 1/S3.1A4x6 PLATE w/ 1/2"ØW.T.S. @ 8"oc @CENTERLINE1/4TYP.MC12 PER PLAN CONNECTTO G.L.B. PER 2/S3.153/4" = 1'-0"SECTIONG.L.B. PER PLAN @DRIVE THRU (3 SIDES)R.O. @ DRIVE THRUWHERE OCCURSCONNECT TO ROOFSTRUCT. PER ROOFFRAMING SECTIONSCONNECT TO COLUMNBEYOND PER 1/S3.1H.S.S. 4x2 PER PLANCONNECT TO G.L.B.PER 2 SIM./S3.16"PER ARCH.DECK FLASHING SEALPER ARCH.NOTE:PLATES MAY BE APPLIED OVER CDXSHEATHING OR DAPPED DIRECTLY TOG.L.B. CONTRACTORS OPTIONdaterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057S3.1CANOPY FRAMING SECTIONS G.L.B. END COND.PER ARCH.15'-10 1/2"1 1/2"3"4"3"1/41/42x6 @ 16"ocDTL.BEARING PLATE1/2"x6"x6" SLOPEDDTL.1 1/2"3"4"1 1/2"6"*NOTE:* = 10d @ 6"oc**BEARING PLATE 1/2"x6"DAPPED INTO G.L.B.1/4" KERF PLATE @CENTERLINE COLUMN w/2- 3/4"Ø BOLTSCOUNTERSINK HEADSFLUSH. DO NOTCOUNTERSINK GREATERTHAN 1/8" BEYOND FLUSH1/2" CLR.33/4" = 1'-0"SECTIONVFY.*4x JOISTS PER PLAN w/CONN. PER 5/S4.1H.S.S. COLUMN PER PLAN@ CENTERLINE STUD WALLPLATE 1/4"x6" EACH SIDE w/4- 3/4"Ø THRU BOLTS13/4" = 1'-0"SECTION**2x10 LEDGER w/ 5- 16dx3 1/2"EA STUD. (NOT SHOWN)2x6 BLOCKING "FLAT"BETWEEN STUDSLTS12 @ 32"oc**U210 TYP. U.N.O. = 10d 6"oc1 1/2"STUD WALLBEYOND PER dtl∠6x6x3/8x1'-0" w/2- 3/4"Øx6" LAGSIN 1/2"Ø PILOT HOLES @ 9"oc @CENGTERLINE GLB & 2- 3/4"Ø THRUBOLTS @ 7"oc. LAP TOP EDGE OFPLYWOOD TO FIT TIGHT.G.L.B. PER PLANPLATE 1/4" EA SIDE1/4TYP.23/4" = 1'-0"SECTION**CONDITION BETWEENGRIDS EXCEPT GRID122x6 DF #2 @ 16"oc15/32" CDXDTL.DTL.2x6 @ 16"oc8"4"1 1/2"4"3"1 1/2"43/4" = 1'-0"SECTION1 1/2"6"6"1 1/2"1 1/2"3"4"1/41/4BRG. PL 3/4"PLATE 3/8" EA. SIDE w/4- 3/4"Ø THRU BOLTS4x8 BLKG. x 24" PER2/S4.1 PRE NAIL 3ROWS 10d @ 4"ocPRIOR TO LAGSSUPPORTING BEAMSIMPSON HCC3TA7-6 H=25 1/2BM. DAP NOTREQ'D.HOLD BM.ENDS 1/2"CLR. MAX.53/4" = 1'-0"SECTION4321 1/2"6"6"1 1/2"1 1/2"4"2- 3/4"Øx6" LAGS @ 6"ocDRILL 1/2"Ø PILOT HOLESBETWEEN JOIST ENDSPLATE 1/4" EA. SIDE w/2- 3/4"Ø THRU BOLTS4x PER PLAN3/16G.L.B. PER PLAN13 1/4"CENTERLINE G.L.B.6"1 1/2"1 1/2"4"1 1/2"2x RIPPED BLKG.PLATE 1/4" EA. SIDE w/1- 3/4"Ø THRU BOLT2- 3/4"Øx6" LAGS @ 6"ocDRILL 1/2"Ø PILOT HOLES<PER PLAN>JOIST PER PLAN,ALIGN w/ STUDSCBSTRAP 1/4"x3" @CENTERLINE w/ 3- 5/8"ØLAGS @ 6"oc INTO 4" BLKG.6"6"6"2"R.O. @ DRIVETHRU TYP.2x6 @ 16"ocTYP. (3 SIDES)G.L.B. PER PLANPER 5/S3.16"CANOPYCONNECTIONBRACKETSPER S3.1CAP PLATE 1/4"62x BLKG./RIMA35 EA. SIDEEA 2X JOISTEXTEND 4x8 TO GRID 6w/ BOLTED BRACKET PER5/S4.1 (NOT SHOWN)2x8 @ 24"ocPER PLAN2x8 w/ 3- 16dEACH STUDTIE PER 1/S4.1STOP H.S.S.U26VARIES3CENTERLINEHINGE PER PLANSUPPORTED BEAM56CENTERLINE SPLICEALIGN 1/2" MAX.PLATE 3/8"x5"x0'-8 1/2"@ CENTERLINE w/PLATE 3/4"x4"x0-8 1/2" w/(OFFSET LAGS TO PLACE @CENTERLINE GLB)73/4" = 1'-0"SECTIONBVARIES63/4" = 1'-0"SECTION83/4" = 1'-0"SECTION4x8 OUTRIGGER PER PLANGRID 1 28/S4.1 CENTERLINE STRAPPER PLAN FAR SIDEGRID 1FRAMING8/S4.193/4" = 1'-0"SECTION103/4" = 1'-0"SECTION113/4" = 1'-0"SECTION3 1/4"CENTERLINECOLUMN/PURLIN2x6 STUD WALL BEYONDMST STRAP PER PLANSIDE PLATECONNECTION PER2/S4.1 SIM. (OFFSET)DAP EXTERIOR SHEATHING∠6x6x3/8x1'-4 1/4" w/BOLTS/LAGS PER 2/S4.1PLATE 3/8" EACH SIDE w/4- 3/4"Ø BOLTSBEARING PLATE 3/4"6"1 1/2"4"4"3"1 1/2"1/41/43"6"1 1/2"4"3"1 1/2"SLOPE SEAT TO MATCH ROOFPLATE 1/2"x9"4"1 1/2"PLATE 1/4"x9" EACH SIDE w/2- 3/4"Ø THRU BOLTS @ 6"oc1/4MST STRAP PER PLANTHRU SHEATHING w/2x4 FLAT BLKG.2x FLAT BLKG.UNDER STRAP2x10 LEDGER w/16d EACH ENDCPER 1/S4.1LAP JOSTS 6" w/6- 16d CLINCHEDG.L.B. PER PLAN2x BLKG. BETWEEN JOISTSG.L.B. CONT. OVER SUPPORT (DO NOT CUT)2/S4.1 (NOT SHOWN)STUD WALL CLOSURE PER2x6 @ 16"oc BETWEEN PURLINSG.L.B. BELOW @ SIM. CONDITIONS4.1ROOF FRAMING SECTIONS daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057 4NOTE:GRID A SHEATHINGCONTINUOUS FULL WIDTH.DO NOT INTERRUPT ATVESTIBULE SUBFRAMING(NOT SHOWN)MST72 THRUSHEATHING TODOUBLE STUDSMST72 THRUSHEATHINGLOAD COLLECTOR1/2"Ø W.T.S. @ 24"oc EACH SIDEHTT22, TYP. w/2- 2x6 STUDSH.S.S. 3x3 CANOPY OUTRIGGERSTRUTS PER DETAILS (2 PLACES)H.S.S. PER PLANPER PLAN312'-6"21/2" = 1'-0"TYPICAL ELEVATION ON GRID CPER PLAN2- KING STUDS, TYPICAL 2- KING STUDS, TYPICAL 1- TRIMMER STUD, TYPICAL 1- TRIMMER STUD, TYPICAL MST72 STRAPMST72 STRAP2x4 FLAT BLKG.UNDER STRAPG.L.B. PER PLAN2- 2x6 SILLTYPICAL LEDGERSPLICE w/ ST18 @CENTERLINEPER PLANA35 (12 PLACES)11/2" = 1'-0"TYPICAL ELEVATION ON GRID ADOUBLE 2x6 STUD @OPENINGS, TYPICALPER ARCH.TYPICALSUPPORTTYPICALH.S.S. CANOPYSTRUT.,PER ARCH.TYPICALS4.2ROOF FRAMING SECTIONS daterevisionno.date checked drawn job no.sheetLANCE MUELLER & ASSOCIATES A R C H I T E C T S A I A 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 (206) 325-2553 16049 K. TELNES T. LANGTON 10-05-2016 NEW BUILDING FOR STARBUCKS AT AIRPORT PLAZA FOR BURKHEIMER FAMILY LLC 64 RAINIER AVE SOUTH RENTON WASHINGTON 98057