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APPROVED BLD PLN RESUB1 BLD2022-0254+Architectural_Plan+4.21.2022_2.52.13_PM+2819658AMPHITHEATER PAVILION MAIN STREET COMMONS PROJECT INFORMATION ;tTE AGDRFSS: 55U MP,IN STREET EDMQNOS. WASNIN�TGN 9$020 PARCEL NUMB` R: 004342-120-a15-00 AND - OOa342-120-Q17-QO (C3EItvG COMBINED UNDER SEPARATE APPLICATION; LE�+L GESCRIp�TI N: LOTS 15 ANC 16, BLQCK t 20, CITY OI: EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF , RECORQED IN VOLUME 2 C` PLATS, PACE 39, RECORDS OF S NOHOMI SH COUNTY. WASH ING10N. ANo; LOTS � 7, "8, 19 ANI� 20, 91.00K 120, CITY OF Ep'�1CNDS AODITI ON, ACCG RDINC TO THE PLAT TH ER EOI' , RECGROED IN VOLUME Z 0� FLATS, PAGE 39, RECORDS o� slval-lo~�IsH CoulvrY, WASHINGTJN. CUMBINED LO1 SIZE: 19,791 SF ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE zONINc: BD1 UTILITY PROVIDERS SNOHOMISH COUNTY PUD 1=�UBLIC LITILITY QSITRICT � i CONTACT M,aRY McALL15TER (425} ra70-3216 CONFIRMATION #: �50 MAIN ST ED PUGET SOUND ENERG": CONTACT. KEVIN WII_LiA�15 1-$88-321-7779 CONFIRMATION ,>�:50863996g FRONTIER: CONTACT JERE�IIY FALLT (425} 263-4024 CONFIRMATION �: NOT APPLICABLE COMCAST: CONTACT; JOHN �+�rARRICK ;425) Z63-5328 CONFIRMATION �: 914b2 CITY 0� EDMOND_S WATER SEWER AND STORMI�VATER�: CONTACT: (425) 771 -0220 CONFIRMATION #: NOT APPLICABLE PROJECT TEAM Approved by Fire 05/04/2022 AFM ��G{'el' Any covering over 4 feet will require fire sprinklers, dry pendents are recommended, any alteration of the sprinkler system will involve a separate permit. Final approval subject to an on site inspection QWNER: MIKE MCMURRAY, SEATTLE-SNOHCMISN MILL COMPANY, INC. 5 33 5T 1-I AVE 5 EDMONDS. �r�A 98020 CECK08G8G�GMAIL.COM 425) 283-2474 ARC�lITE�T c� ��NTACT PER�O�: PAUL CURTIS, ARC ARCHITECTS 119 S MAIN STREET r,EATTLE, ��TA �g104 CTJRTIS(�ARCARCHITECTS.COM (�061 3�2 -33^^ BUILDING ENVELOPE ENGINEER; TEL U!AN Gr�SANOIi, SJILDING ENVELOPE ENGINEERING 17Q W DAYTON STREET. Su 11E 2C6 EDMONDS, WA 98020 TELMAUQBEE-ENGINEERS.CGM (425) 672-340fl (,1�11� ENGINEER: LAURIE PFARR, LPD ENG�NEERINC LLC 1932 FIRSt A'�lE, 5U►TE 201 `�EATTLE, yti'A 981 �J 1 LAURIE P�LPDENGINEERING.COM (2a6� 725-1?_ 1 1 GEOTEvHNICAL ENGINEER: SLEW TAN, °AN GEO INCORPORATED 5213 EASTLAKE AVE F, SUITE B SEA1T1_E, y'iA 981U2 ST�4N�PaNCEOINC.COM �206} 262--n370 l_AN QSCAPE ARCHITECT: I`ARr N KIEST, KAREN KIE5T LANDSCAPE ARCHITECTS � 1 1 'lyEST JOHN ST, SUITE 306 SETTLE, WA 98119 KKIESTC�KK-LA.COM (205) 323-6032 MECHANIC�ENCINEER: NATHAN 8`+'ERS, S►DER + 8YER5 t 9?_ NICKERSON ST, SU►TE 300 SEA1T1_E, WA 981Q9 NATHAN�SIDERBYER5.COM �Z06) 285- 2955 STRuCTURA� ENGINEER: L'AN I' ENTON, QI_IANTU�t C�NSULrING ENGINEERS 51 1 3R0 AVENUE �323 SEA+TTLE, V'iA 98101 GFENTQNC�QUANTl1M��E.GQM �208� 957-390.� CONTRACTOR ; MIKE MCISAAC, WILCOX CONSTRUCTION, INC 234 5TH AVE SOUTH EDMONDS, WA 98020 MMCISAAC@WILCOXCONSTRUCTION.COM (425)774-4185 WA STATE LISENSE # WILCOC�194Q0 �u Rid tYUr- E�RENT EBLE EMERALD LAND SURVEYING INC i 44C7 63RD DRIVE SE SNOHO�JIISN 11VA 98?_�6 4?_5-359-7198 Special inspection Required for: Reinforced Concrete Structural Masonry Structural Steel/Welding Structural Observation by Design Professional City Of Edmonds Building Department Work AMPHITHEATER PAVILLION ------------------------------------------------ Address 550 MAIN ST Owner MAIN STREET COMMONS Approved Date 04/29/2022 -------------------------- Building Official Erik C-a,rfe-r Permit Number' BLD2022-0254 ,� SITE PLAN 1 " = 20'-0" VICINITY MAP � aRO�E�T SITE � i � �. ,.....e..... o �. . `�..'""'"' � N � � i � �• . i I � i ��- „wML • r ' � . r �..,�,a.,.• j � t .�� M�4rAy�0 71l : I wtr� G.r.! 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T M[ l O M t �„N,�� t .... � �� • �wo tw ww , ' �. � e SHEET LIST ARCHITECTURAL A1.0 COVERSHEET A1.1 AMPHITHEATER CONCEPTUAL PLANS CIVIL C0.1 COVERSHEET C1.0 TESC AND DEMOLITION C1.1 TESC AND DEMOLITION DETAILS C2.0 GRADING AND DRAINAGE C2.1 GRADING AND DRAINAGE C2.2 GRADING AND DRAINAGE C2.3 PROPOSED HARD SURFACES SUMMARY C3.0 UTI LITI ES AN D PAVI NG C3.1 UTILITY CROSSINGS C3.2 UTILITIES AND PAVING DETAILS C3.3 UTILITIES AND PAVING DETAILS C4.0 TRAFFIC CONTROL STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.0 TYPICAL FOUNDATION DETAILS S4.0 TYPICAL MASONRY DETAILS S5.0 TYPICAL STEEL AND WOOD DETAILS LANDSCAPE L1.0 LANDSCAPE MATERIALS AND LAYOUT PLAN L1.1 HARDSCAPE DETAILS L2.0 IRRIGATION PLAN L3.0 PLANTING PLAN L3.1 PLANTING DETAILS m c m � ss DATUM PT 48" SSMH .i oo• ;UE NORTH HEIGHT CALCS PROPOSED AMPHITHEATER PAVILLION: A= + 101.61' B= + 101.87' C= + 100.15' D= + 97.67' AVE GRADE= 100.33' ACTUAL= 113.73' MAXIMUM=115.33' TOTAL LOT COVERAGE: 11,132 SF (56.25%) LOT AREA: 19,791 SF IMPERVIOUS SURFACE CALCS FOR SITE: PROPOSED BUILDING ROOFS= 3,398 SF ASPHALT/CONCRETE= 1,335 SF CONCRETE WALKWAYS= 6,915 SF TOTAL IMPERVIOUS SURFACE AREA FOR SITE= 11,648 SF On -Site Area Summer__ ��/� PI?�POSED 3U�LDINC ROOF (NPGIS] 3,39$ SF (0.078 AC} ��_ ASPHALT/CONCRETE PAVE1AENr {PGIS} 1,335 SF {0.030 AC) ��:•. �� CDNCRETE WALKIYAYS (NPG15) 6,9t5 SF (0.159 AC} TOTAL NEVI PLUS REPLACED EFFECTIVE IMPERV�OL'S AREA 11,648 SF {C.267 AC) Off -Site Ares Summar ��_ ASPHALT PAVEMENT (PGIS) 373 5F (0.009 AC) ',;�ti;;;` CONCRETE WAiKW'AYS (NPGIS) 1,582 SF (0.03ti AC) TOTAL NEVI PLUS REPLACED EFFECTIVE IMPERVIOUS AREA t,955 SF (O.G45 AC) FLOW CONTROL BASIN AREAS �� RCGF (NPGIS) 3,398 SF {0.078 AC) �� ASPHALT/CONCRTE PAVEMENT (PGIS} 1,335 St (0.034 AC} �;: .4' CONCRETE WALKWAYS (NPGIS} 6,915 SF (4.159 AC) �"�'''`''� NEW LANDSCAPING (NPGPS} 638 SF {O.Ot 5 AC) ��_ OFF -SITE ASPHALT PAVEMENT ;PGIS} 373 Si {O.D09 AC) ";�.a:. OFF -SITE CONCRETE 'WALKWAYS (NPGIS) 1,582 SF (0.036 AC) 2S� OF EXISTING 9UILDING ROOF (NPGIS) 1,845 SF (0.042 AC) EXISTING BUILDING ROOF (BYPASS) 3,645 SF (O.OB4 AC} TOTAL BASIN AREA 19,731 SF (0.453 AC} APPR01/EQ FOR CONSTRUCTION CITY OF EDMON�S DATE BYE C1TY ENGINEERING DIVISION architecture resource collaborative 119 MAI N ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Z N OZ J 0 Q � a� w� �w3 awe w =�o ��w =z� a_� �a Q�� PERMIT REVISIONS COVERSHEET SCALE: 1" = 20'-0" DRAWN: Author CHECKED: Checker PROJECT No: 2021027.00 SHEET: ■ RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AMPHITHEATER GROUND LEVEL l®I 2 ,AMPHITHEATER FIRST FLOOR PLAN AGE OF ROOF 30VE,TYP 4 A1.2i -GROUND FACE 8x16 CMU BLOCK WALL, SEE STRUCT (1) (2) (D) (C) MAXIMUM MAXIMUM HEIGHT= 12'-81/2" HEIGHT= 24'-0" @AMPHITHEATER PAVILION 115.33' 115.33' ACTUAL SQUARE PROFILE SHT MTL GUTTER ACTUAL HEIGHT= W/ ONE DOWNSPOUT, SEE CIVIL FOR HEIGHT= 113.73' CONNECTION 113.73' '� SLOPE SET BY BM DEPTH EN BETWE JOISTS GLU-LAM BMS PER /OPEN TO�� STRUCT, CLEAR BEYOND COAT FINISH _ STL BM PER STRUCT, � - - - - � � - - � - - �• - ` - - - - - - _ - - - � � - _ - SPECIAL COATING - , - - - - - - -, � - �- - - � - - •- - _ -'• - -�- - . - - - - J I _ _ _ _ � _ _ _ _ _ _ � _ _ _ Q _ _ _ _ M > _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STL MOMENT FRAME, M g - - � - - - ' ' ' - - -• - - - - - - - - � - - - - ' ' - - - - --- EA END PER STRUCT. � • " , - , - • • � " • • � • � - - •. _ ,_ � - - • SPECIAL COATING � _ _ _ � _ _ _ _ � _ OPENTO� o � _- � -, _-_ _ .- � ,- _, -.-_ _- -_ _- BEYOND FOUNDATIONS/ � z "� I -� - - - - - � - - - - - - - �- � - - �- �, - I • - w - - - - - - �- - - - •- - -� - - - - - - FOOTINGS PER - --STRUCT � - , . o - - - - - - - - - - - - - - - - - - - - J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I - FINISHED � - � - - - - - - � - - � � - - - - - - - - ' - - - - AVERAGE -GRADE AVERAGE � - _ _ _ _ _ _ _ _ _ -, _ ,- _ _ _ -• _ , _ GRADE= - GRADE= - I -, - - - - -, - - - � - - -, - , - - 100.33' 100.33' - - - - - - - - - - - - - - - - - - - - - - I I I+ I I I I I I I I I I I I rJ ti r� � r' ti rJ � L__-- J L--- J L_ J L_ J AMPHITHEATER EAST ELEVATION I EST OPP) � � 1 AMPHITHEATER NORTH ELEVATION GLU-LAM BMS PER STRUCT, CLEAR COAT - -FINISH. STL BM PER STRUCT, -. SPECIAL COATING • _ _ STL MOMENT FRAME, _ _ EA END PER STRUCT. SPECIAL COATING _ _ FOUNDATIONS/ FOOTINGS PER •`_-- STRUCT -FINISHED ,- GRADE 3 AMPHITHEATER CONCEPTUAL PERSPECTIVE FROM NE MAXIMUM HEIGHT= 115.33' ACTUAL HEIGHT= 113.73' �� -o (D) 24'-0" @AMPHITHEATER PAVILION (C) � T C �� _ _ � _ _ _ _ _ _ _ _ _ J_ _ _ _ _ _ � _ _ _ _ _ _ ` Q � � � , o� - � ,- - - - - - - - -. - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - AVERAGE GRADE= _ _ ,- • ,- • - - - - - - . ,- - , . - . - - - - - - , - - - - - - - - I I MAXIMUM HEIGHT= 115.33' ACTUAL HEIGHT= aNDING SEAM MTL OF W/ STANDING aMS @ 18"o.c. IGN W/ GRIDS) OPEN BETWEEN JOIST BAYS, TYP r' � L------------------------------------------------------------------J AMPHITHEATER- South Elevation GROUND FACE CMU BLOCK WALL PER STRUCT FOUNDATIONS/ FOOTINGS PER STRUCT FINISHED AVERAG GRADE GRADE= 100.33' architecture resource collaborative 119 MAI N ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Z y OZ J � APPROVED BYPLANNING / G s„a zz a 0 LPL U W Q W W W 2� H~ _ N = Z a _ �a a� �� (2) 12'-8 1 /2" SQUARE PROFILE SHT MTL GUTTER W/ ONE DOWNSPOUT, SEE CIVIL FOR CONNECTION SLOPE SET BY BM DEPTH OPEN TO BEYOND -�� I I - OPEN TO / BEYOND --' I I� I I I I � r J '� - J L - - - J AMPHITHEATER CROSS SECTION ROOF ASSEMBLY: - STANDING SEAM MTL ROOF OVER - HIGH TEMP ROOF MEMBRANE OVER - PLY SHEATHING PER STRUCT - GLU-LAM BEAMS PER STRUCT -GLU-LAM BMS PER STRUCT, CLEAR COAT FINISH -STL BM PER STRUCT, SPECIAL COATING STL MOMENT FRAME, EA END PER STRUCT SPECIAL COATING FOUNDATIONS/FOOTINGS PER STRUCT FINISHED GRADE O CV O Q �� //�� v� Z O G W W W v♦ Z CQ G 0 PERMIT REVISIONS AMPHITHEATER CONEPTUAL PLANS SCALE: 1/4" = 1'-0" DRAWN: PRC CHECKED: PRC ARM PROJECT NO: 202� 027,Q0 SHEET: ■ RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 0 N N N 0 a a 0 0 CRITERIA I . ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCT I ON SHALL CONFORM TO THE DRAWINGS, SPEGIFIGATIONS, THE 2018 EDITION OF THE INTERNATIONAL BUILDING GODS (IBC). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 P5F ASSEMBLY LOAD 100 P5F WIND : ANALYSIS PROCEDURE: ASGE 7-16 CHAPTER 27 "PART I -BUILDINGS OF ALL HEIGHTS" RISK CATEGORY II I IOMPH EXPOSURE "B" TOPOGRAPHIC FACTOR Kzt = I.O EAST BUILDING WIND BASE SHEAR, NORTH/SOUTH Vw = 4.36 K WIND BASE SHEAR, EAST/WEST Vw = 1.84 K WEST BUILDING WIND BASE SHEAR, NORTH/SOUTH Vw = 4.10 K WIND BASE SHEAR, EAST/WEST Vw = O.�I K EARTHQUAKE : ANALYSIS PROCEDURE: IBC "EQUIVALENT LATERAL FORGE PROCEDURE" SE I SM I G DES 16N CATEGORY (SDG) = D RISK CATEGORY = II SEISMIC SITE GLA55 = D I MPORTANGE FACTOR I e = I.O MAPPED MGE Ss = 1.2a; S� = 0.45 DESIGN AGGELERATION 5ds = 1.03; Sd� = 0.56 SE I SM I G RE51 STI N6 SYSTEM: STEEL ORDINARY MOMENT FRAME, R = 3.5 SPECIAL RE I NFORGE MASONRY SHEAR WALLS, R = 5.0 EAST BUILDING TOTAL SE I SM I G BASE SHEAR (MOMENT FRAME) Vs = � .26 K TOTAL SE I SM I G BASE SHEAR (MASONRY SHEAR WALLS) Vs = 6.45 K WEST BUILDING TOTAL SEISMIC BASE SHEAR (MOMENT FRAME) Vs = �i.22 K TOTAL 5E I SM I G BASE SHEAR (MASONRY SHEAR WALLS) Vs = 6.48 K 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF DIAPHRAGMS TO THE SHEAR WALLS OR MOMENT FRAMES. FORGES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL OR MOMENT FRAMES AND ARE CARRIED BY THE SHEAR WALLS OR MOMENT FRAMES TO THE FOUNDATION. 4. STRUCTURAL DRAWINGS SHALL BE USED IN GON.IUNGTION WITH ARGHITEGTURAL DRAWINGS FOR BIDDING AND CONSTRUCT I ON. CONTRACTOR SHALL VERIFY D I MEN51 ON5 AND GOND I T IONS FOR GOMPAT I B I L I TY AND SHALL NOTIFY ARCHITECT OF ANY D15GREPANGIES PRIOR TO GONSTRUGTION. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERV 150RY AUTHORITY OR ACTUAL AND/OR D I REGT RE5PON51 B I L I TY FOR THE SPEC I F I G WORKING GOND I T I ON5 AT THE 51 TE AND/OR FOR ANY HAZARDS RESULTING FROM THE AGT I ON5 OF ANY TRADE CONTRACTOR. THE STRUCTURAL EN61 NEER HAS NO DUTY TO I NSPEGT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEF I G I ENG I E5 OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PRO.IEGT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED I N WRITING TO THE ARCH I TEGT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR GONSTRUGTION. CHANGES SHOWN ON SHOP DRAW I NG5 ONLY WILL NOT SAT 15FY TH 15 REQUIREMENT. S. DRAW I NG5 I ND I GATE GENERAL AND TYP I GAL DETAILS OF CONSTRUCT I ON. WHERE GOND I T I ONS ARE NOT SPEC I F I GALLY I ND I GATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 51 M I LAR DETAILS OF CONSTRUCT I ON SHALL BE USED, SUB.IEGT TO REVIEW AND APPROVAL BY THE ARCH I TEGT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWI NG5 15 I N GONFL I GT WITH THE SPEC I F I GATI ONS, THE MORE STRINGENT SHALL APPLY, SUB.IEGT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. Q. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTURI NG, DELIVERY, HANDLING, STORAGE AND ERECTION I N ACCORDANCE WITH I NSTRUGT I ONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR REINFORGIN6 STEEL (FOR BOTH CONCRETE AND MASONRY GONSTRUGTION) AND STRUCTURAL STEEL, SHALL BE SUBMITTED TO THE ARCH I TEGT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. I I . SHOP DRAWING REVIEW: D I MEN51 ON5 AND QUANT I T I E5 ARE NOT REVIEWED BY THE EN61 NEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF GONSTRUGTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 12. SPECIAL INSPECTION: CONCRETE GONSTRUGTION, MASONRY GONSTRUGTION, AND STRUCTURAL STEEL FABRI GAT I ON AND ERECTION (I NGLUD I NG FIELD WELDING AND H I GH-STRENGTH FIELD BOLTING) SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SECTIONS 1704 & 1705 AND THE PRO.IEGT SPEGIFIGATIONS BY A QUAL I F I ED TESTING AGENCY DE51 GNATED BY THE OWNER. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFF I G I AL. ANY MATERIALS WH I GH FAIL TO MEET ARO.IEGT SPEC I F I GATI ONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH I TEGT. 6EOTEGHNIGAL 13. FOUNDATION NOTES: SUBGRADE PREPARATION INGLUDIN6 DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM 5TR I GTLY WITH REGOMMENDAT I ON5 GIVEN I N THE GEOTEGHN I GAL REPORT OR A5 D I REGTED BY THE 6EOTEGHN I GAL ENGINEER. FOOT I NG5 SHALL BEAR ON 50L I D UND 15TURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST AD.IAGENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOT I NG5 MUST BE ESTABLISHED BY THE CONTRACTOR I N THE FIELD WORKING WITH THE TEST I N6 LAB AND GEOTEGHN I GAL ENGINEER. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. BAGKF I LL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED I N THE GEOTEGHN I GAL REPORT. THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING VALUES FROM THE REFERENCED 6EOTEGHNIGAL REPORT: ALLOWABLE 501 L BEARING PRESSURE 4,000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 45 PGF/35 PGF SEISMIC SURCHARGE PRESSURE (RESTRAINEDNNRESTRAINED) 7H PSF/7H PSF PASSIVE SOIL PRESSURE 300 PGF SOIL GOEFFIGIENT OF FRICTION 0.30 501 L DEN51 TY 120 PGF GEOTEGHNIGAL REPORT REFERENCE: #IS-358 BY PANGEO, INC. DATED NOVEMEBER 14, 2018. GENERAL STRUGTURA�� NOTES (The following apply unless shown otherwise on the plans) 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED I N ACCORDANCE WITH AG 1301. CONSTRUCT I ON TOLERANCES SHALL NOT EXCEED TH05E L 15TED I N AG I I I �. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LE55 THAN 5-I/2 SACKS OF CEMENT PER GUBIG YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLESS OTHERWISE NOTED. EXCEPT FOR FOOT I NG5 AND SLAB ON GRADE, AGGREGATE 51 ZE SHALL NOT EXCEED 3/4" THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL EN61 NEER AND THE BU I LD I N6 DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLAG I N6 ANY CONCRETE. (THE W/G RATIO L I M I T5 5TI LL APPLY) . THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANT I AT I NG STRENGTH DATA I N ACCORDANCE WITH AG 130 I . GHEM I GAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM G4�4 AND G618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL GEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT I NSPEGT I ON, THE COST OF WH I GH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD I ND I GATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORM I N6 TO ASTM G260. TOTAL AIR CONTENT FOR FR05T-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH AGI 318-14 TABLE 1�.3.3.1. ALL CONCRETE EXPOSED TO THE WEATHER AND ALL GARAGE SLABS -ON -GRADE SHALL OBTAIN A 28-DAY STRENGTH f'c OF 3,500 PSI IN ACCORDANCE WITH AGI 318 TABLE 1�.3.2.1 AND IBC SECTION 1a04.1. THIS INCREASE IN REQUIRED STRENGTH 15 FOR DURABILITY ONLY (SPECIAL I NSPEGT I ON 15 NOT REQUIRED) . ALL CONCRETE TO REGE I VE A STEEL TROWELED FINISH SHALL NOT BE AIR -ENTRAINED. 15. RE I NFORG I NG STEEL SHALL CONFORM TO ASTM A615 (I NGLUD I NG SUPPLEMENT S I), GRADE 60, f y = 60,000 P51. 16. RE I NFORG I NG STEEL SHALL BE DETAILED (I NGLUD I NG HOOKS AND BENDS) I N ACCORDANCE WITH AG I 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2'-O" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2'-O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318, GLA55 B. LAP AD.IAGENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. PROVIDE (2) #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-6" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED I N HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPEC I F I GALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO RE I NFORG I NG BARS SHALL BE "WET -SET" INTO THE CONCRETE. PROV I DE A 20' LONG REBAR GROUND (LIFER GROUND) PER ELEGTRIGIAN. 17. CONCRETE PROTECTION (GONER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER 2" SLABS AND WALLS (INTERIOR FAGS) I" IS. CAST -IN -PLACE CONCRETE: SEE ARGHITEGTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARGHITEGTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. I � . NON-5HR I NK GROUT SHALL BE NON-METALL I G CONFORM I N6 TO ASTM G 1107 AND BE FURN 15HED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (5000 PSI MINIMUM). ANCHORAGE 20. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-3037 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I .G.G. OR I APMO UES REPORTS I ND I GATI NG EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL I NSPEGT I ON 15 REQUIRED FOR ALL EXPAN51 ON BOLT INSTALLATION. 21. EXPANSION BOLTS INTO GROUT FILLED GMU SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAAMO UES REPORT NO. ER-240 INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I .G.G. OR I APMO UE5 REPORTS I ND I GAT I NG EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL I NSPEGT I ON 15 REQUIRED FOR ALL EXPAN51 ON BOLT INSTALLATION. 22.5GREW ANCHORS INTO GROUT FILLED GMU SHALL BE "TITLN HD", A5 MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-1056 INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED 5UB5TITUTIDNS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL I NSPEGT I ON I S I S NOT REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. 23.5GREW ANCHORS INTO CONCRETE SHALL BE "T I TEN HD", A5 MANUFACTURED BY 51 MP50N STRONG-TI E ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-2-f 13 INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED 5UB5TITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I .G.G. OR I APMO UES REPORTS I ND I GAT I NG EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL INSPECTION IS REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. 24. EPDXY -GROUTED ITEMS (THREADED RODS OR RE I NFORG I NG BAR) INTO CONCRETE SHALL BE INSTALLED USING "SET-36" ADHESIVE ANCHOR AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-405-I, INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR I AAMO UES REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD GAAAG I T I E5. SPECIAL I NSAEGTI ON OF INSTALLATION IS REQUIRED. 25. EPDXY -GROUTED ITEMS (THREADED RODS OR RE I NFORG I NG BAR) INTO GROUT FILLED GMU SHALL BE INSTALLED USING "SET-XP" ADHESIVE ANCHOR AS MANUFACTURED BY S I MASON STRONG -TIE ANCHOR SYSTEMS. INSTALL I N STR I GT ACCORDANCE WITH I APMO UES REPORT NO. ER-265, I NGLUD I NG STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I .G.G. OR I APMO UES REPORTS I ND I GAT I NG EQUIVALENT OR GREATER LOAD GAPAG I T I ES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. MASO1�tY 26. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM WEIGHT UNITS CONFORMING TO ASTM GAO, LAID I N A RUNN I NG BOND. CONTACT ENGINEER FOR RE -DESIGN OF RE I NFORG I NG WHERE STACK BOND LAYOUT I S REQUIRED. LINEAR SHRI NKA6E SHALL NOT EXCEED 0.065% . MORTAR SHALL BE TYPE "5" IN ACCORDANCE WITH ASTM G270. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTA I N A M I N I MUM COMPRESS I VE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 2,000 PSI . FULL STRESSES ARE REQUIRED. STRENGTH SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH TMS 602-16. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS 6" WALLS #4 � 48" O.G. (2) #4 @ 48" O.G. 8" WALLS #5 � 48" O.G. (2) #4 @ 48" O.G. IN ADDITION, PROVIDE (2) #5 VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) #4 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL RE I NFORGEMENT SHALL BE PLACED I N BOND BEAMS. EXTEND RE I NFORGEMENT AROUND OPEN I NG5 2'-O" BEYOND FAGS OF OPENING. IF 2'-O" 15 UNAVAILABLE, EXTEND A5 FAR A5 POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL RE I NFORG I NG AT CORNERS AND I NTERSEGT I ONS. UNLESS NOTED OTHERWISE, LAP ALL REINFORCING STEEL I N GMU 48 BAR DIAMETERS, 2'-O" MINIMUM. ALL CELLS ARE TO BE 50L I D GROUTED UNLESS NOTED A5 PARTIAL GROUTING. FOR PARTIAL GROUTING FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING AND SHALL BE HELD AT TOP, BOTTOM AND 1�2 BAR DIAMETERS (MAX.) O.G. PER TM5 602 SPEGIFIGATION 3.5, GROUT POURS SHALL NOT EXCEED 5'-4" I N HE I6HT UNLESS A TEST PANEL I5 CONSTRUCTED BY THE MASON AND APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE GLEANOUT HOLES AT BOTTOM OF ALL CELLS GONTA I N I NG RE I NFORGEMENT FOR ALL GROUT POURS OVER 5'-4" I N HEIGHT. PROV I DE I I /2 I N. GROUT KEYS BETWEEN EACH POUR. 5� 27. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.G. SPEGIFIGATIONS AND CODES: A. AISG -STEEL CONSTRUCTION MANUAL, 15T� EDITION B. A15G 303-I6 -GODS OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. G. 2014 RGSG SPEC I F I GAT I ON FOR STRUCTURAL .101 NT5 U51 NG H 16H STRENGTH BOLTS. 28. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS TYPE OF MEMBER ASTM SPEC I F I GAT I ON A. WIDE FLANGE (W AND WT) SHAPES A�q2 50 KSI B. ALL OTHER SHAPES A36 36 KSI G. PLATE A36 OR A572 36 KSI (MIN) D. ANCHOR BOLTS AND THREADED RODS F1554 (GRADE 36) OR 36 KSI (EMBEDDED IN MASONRY OR CONCRETE) F1554 (GRADE 55, SUPP. 51) 55 KSI E. CONNECTION BOLTS A30-I 36 KSI (3/4" ROUND, UNLESS SHOWN OTHERWISE) F. HEADED SHEAR STUDS A108 4� KSI G. THREADED RODS A36 36 KSI 5UB5TITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSIONED POINTS. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE GOAT OF APPROVED SHOP PAINT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT I NGLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER A I D5, WELD I N6 PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FAGS DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS. 2�f. ARGHITEGTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISG GODS OF STANDARD PRAGT I GE FOR STEEL BU I LD I NG5 AND BRI D6E5. 30. ALL A325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER RGSG SPEC I F I GAT I ON FOR STRUCTURAL .10I NT5 USING HIGH STRENGTH BOLTS I N STR I GT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ALL NUTS SHALL CONFORM TO ASTM A563. ALL WASHERS SHALL CONFORM TO ASTM F436 OR ASTM F�S� TYPE 325. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED. 31. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16-INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A F I ELD WELD I S REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR 15 RE5PON51 BLE FOR DETERM I N I N6 I F A WELD SHOULD BE SHOP OR FIELD WELDED I N ORDER TO FAG I L I TATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. SEE THE SPEC I F I GAT IONS AND DRAWINGS FOR ADDITIONAL WELDING REQUIREMENTS, ESPECIALLY AT SPECIAL MOMENT RESISTING FRAMES AND OTHER SE I SM I G GRI T I GAL WELDS. 32. WELDING OF LATERAL FORGE RESISTING MEMBERS SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPEGIFIGATION (WPS) AS REQUIRED IN AWS DI .I AND APPROVED BY THE STRUCTURAL EN61 NEER BEFORE WORK BEG I N5. THE WP5 VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER. WELDING ELECTRODES SHALL BE E70T6-K2 OR E70T6 WITH A MINIMUM SPECIFIED GHARPY V-NOTCH (GVN) OF 20 ft-Ibs AT -20 DEGREES FAHRENHEIT AND 40 ft-Ibs AT �O DEGREES FAHRENHEIT. REMOVE BOTTOM FLANGE WELD TAB AT MOMENT FRAME GONNEGTI ONS AND RE I NFORGE WITH 5/16 "' FILLET WELD I N CONFORMANCE WITH FEMA-353 RECOMMENDATIONS. WELD ACCESS HOLE DETAILING AT MOMENT FRAME CONNECTIONS SHALL CONFORM WITH FEMA-350 AND FEMA-353 RECOMMENDATIONS. 33. HEADED 5TUD5 FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. WOOD 34. FRAM I N6 LUMBER: SHALL BE KILN DRIED OR MG- I � (MOISTURE CONTENT LE55 THAN I �%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD NO. I� GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: .lOI5T5 (2X, 3X, AND 4X MEMBERS) DOU6LA5 FIR OR HEM -FIR NO. 2 BEAMS AND STRI N6ER5 (INGLUDIN6 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. I POSTS AND TIMBERS DOUGLAS FIR NO. I 5TUD5, PLATES � M I SGELLANEOUS LIGHT FRAMING DOU6LA5 FIR OR HEM -FIR NO. 2 2X TONGUE AND GROOVE DECKING HEM -FIR COMMERCIAL DEX 35. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM D3�3-I AND AN51 AIQO.I STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.G. GERTIFIGATE OF CONFORMANCE. GERTIFIGATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BU I LD I N6 I NSPEGTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS F I R COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI, E = 1,800 KSI. ALL CANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOU6LA5 FIR COMBINATION 24F-V8, Fb = 2,400 P51, Fv = 240 P51, E _ I,SOO KSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 5,000' RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. 36. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE OR MASONRY BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE OR MASONRY LESS THAN 8" FROM EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE CONFORMING TO AMERIGAN WOOD PRESERVERS A550GIATION UI AND M4 AND SHALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AWPA OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 37. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED I N THEIR CATALOG NO. G-G-202 I . EQUIVALENT DEV I GES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I .G.G. OR I APMO UES APPROVAL FOR EQUAL OR GREATER LOAD GAPAG I T I E5. CONNECTORS SHALL BE 51 ZED TO MATCH THE 51 ZE OF THE FRAMING MEMBERS BE I N6 CONNECTED. PROVIDE NUMBER AND 51 ZE OF FASTENERS A5 SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A30-f. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 38. WOOD FASTENERS: A. NAIL 51 ZES SPEGI F IED ON DRAWI NG5 ARE BASED ON THE FOLLOWING SPEGI F IGATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH "6d" 6d Common 0.113" 2" "Sd Box" Sd Box 0.113" 2-I/2" "Sd" Sd Common 0.131" 2-I/2" "IOd-F" IOd Framer 0.131" 3" "IOd" IOd Shear 0.145" 2-I/4" "16d" 16d Sinker 0.148" 3-I/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPEC I F I GATT ONS TO THE STRUCTURAL ENGINEER (PRIOR TO GONSTRUGTI ON) FOR REVIEW AND APPROVAL. B. NA I L5 -SHEATHING FASTENERS TO FRAM I N6 SHALL BE DRIVEN FLUSH TD FACE OF SHEATHING WITH NO GOUNTER5INKING PERMITTED. G. SCREWS SHALL BE WOOD SCREWS OF THE DIAMETER AND LENGTH NOTED ON THE DRAWINGS. SDS FASTENERS ARE S I MASON STRONG DRIVE SCREWS. D. HOT DIPPED 6ALVAN I ZED NA I L5, BOLTS AND METAL PLATES -ALL NA I L5, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INGLUDIN6 FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 3�. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DEGKIN6 SHALL BE INSTALLED AS A RANDOM LENGTH CONTINUOUS LAY-UP SYSTEM. INSTALL DEGKIN6 IN RANDOM LENGTHS OVER 3 OR MORE SPANS WITH EACH LENGTH OF DECKING OVER AT LEAST ONE FRAM I N6 SUPPORT MEMBER. LAY WITH TONGUES FAG I NG UPWARD ON SLOPED DEGKIN6. THE MAXIMUM MOISTURE CONTENT SHALL BE 15% . END .101 NT5: DISPERSE END .101 NT5 AS RANDOMLY AS PO551 BLE TO MAKE EVEN SEPARATION PATTERN. A. AT LEAST 24- I NGH APART AT AD.IAGENT PLANKS. B. MORE THAN I -FOOT APART AT ALTERNATE PLANKS SEPARATED BY ONE ROW. G. NO END .101 NTS I N I/3 OF END SPAN COURSE BETWEEN FRAMING MEMBERS. D. END MATCH EACH .101 NT. THE MINIMUM LENGTHS SHALL BE BASED ON THE FOLLOWING: 2X DEGKIN6 • NOT LESS THAN 40% TO BE 14 FEET AND LONGER. • NOT OVER 10% TO BE LE55 THAN 10 FEET. • NOT OVER I % TO BE 4 TO 5 FEET. DEGKIN6 SHALL BE INSTALLED AS FOLLOWS: 2X DEGKIN6 SHALL BE TOENAILED THROUGH THE TONGUE AND FAGENAILED WITH ONE y4"�x3/2" 5D5 FASTENER PER PIECE PER SUPPORT. COURSES SHALL BE ATTACHED TO EACH OTHER WITH 6d COMMON TOENAILS � 30" O.G. MAXIMUM. 40.WOOD SHEATHING INSTALLED OVER DEGKIN6 SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE I N DOG P5- I OR P5-2. SEE PLANS FOR TH I GKNE55, PANEL I DENT I F I GAT I ON INDEX AND SPECIAL NA I L I N6 REQUIREMENTS. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FAGS 6RA I N PERPEND I GULAR TO DECKING. ALLOW I /8" SPAG I N6 AT ALL PANEL ED6E5 AND ENDS. NA I L SHEATHING TO DEGKIN6 WITH 6d GALVANIZED ROOFING NAILS (0.120" DIA.) X I. -IS" NAILS AT 6" O.G. EDGES AND 16" O.G. EACH WAY IN THE FIELD. OFFSET PANEL EDGES PARALLEL AND AD.IAGENT TO DEGKIN6 JOINT BY I" MINIMUM. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: � PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. ■ RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G�N�� ST�UGTU�� N�OT�S (The following apply unless shown otherwise on the plans) STRUGIVR,4L OBSERV,�TION �BBREYIATIONS � At L Ang I e A5 NOTED I N I BG SEGTI ON 1704.6, STRUGTURAL OBSERVATION 15 REQUIRED FOR THIS PRO.IEGT. d Penny (Nails) LB. Pound STRUGTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUGTURAL SYSTEM, INCLUDING � Diameter LL Live Load BUT NOT LIMITED TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES AND Degrees LLH Long Leg Horizontal THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND .# Pounds LLV Long Leg Vertical SPEGIFIGATIONS. STRUGTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF #... Number LONGIT. Longitudinal THE INSPECTIONS REQUIRED BY IBC SECTIONS IID AND 1�04. LT. WT. Lightweight IN OUR STRUGTURAL OBSERVATION, WE WILL SELECT PORTIONS OF WORK TO REVIEW CLOSELY AS WELL (A) Above AS OBSERVE THE STRUGTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND A.B. Anchor Bolt MAX. Maximum SPEGIFIGATIONS. SUCH REVIEW PROCEDURES WILL BE CONDUCTED IN ACCORDANCE WITH COMMONLY ADD'L Additional MEGH. Mechanical ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES ALT. Alternate MEZZ. Mezzanine INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW IS PERFORMED AND THAT THE RESULTS WILL APPROX. Approximate MF Moment Frame BE INFERRED TO EXIST IN OTHER AREAS NOT REVIEWED. ARCH. Architect MFR. Manufacturer MIN. Minimum THE BUILDING OFF I G I AL AL50 REGOGN I ZE5 THAT STRUGTURAL REVIEW 15 A TEGHN I QUE EMPLOYED TO (B) Below M I SG. Miscellaneous MINIMIZE THE RISK OF PROBLEMS ARISING DURING CONSTRUCTION. STRUGTURAL OBSERVATION BY THE B/ Bottom of MK. Mark DESIGN PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE. IN ALL BF Braced Frame GASES, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR BLKG. Blocking (N) New ADHERENCE TO THE APPROVED PLANS AND SPEGIFIGATIONS. BLDG. Building N. North BM. Beam N.S. Near Side BOT. Bottom NOM. Nominal BRG. Bearing NT5 Not to Scale BTWN. Between O.G. On Center C� Centerline O.D. Outside Diameter G Camber O.F. Outside Face GIP Gast In Place O.H. Overhang G.J. Construction Joint or Control Joint OPNG. Opening G.1P Complete Joint Penetration OPP. Opposite GL6. Gei I ing GLR. Clear PAF Powder Actuated Fastener GMU Concrete Masonry Unit PG Precast COL. Column PERM. Permanent GONG. Concrete PERP. Perpendicular GONN. Connections P.1P Partial Joint Penetration GONST. Construction PL or �' Plate GONT. Continuous PLF Pounds per I inear Foot GSK. Countersink PLYWD Plywood PREFAB. Prefabricated DBA Deformed Bar Anchor PSF Pounds per Square Foot DBL. Double P51 Pounds per Square Inch DEG. Degree P.T. or PT Post -Tensioning DF Doug Fir -Larch P/T Pressure -Treated DIA. Diameter DIA6. Diagonal RAD. Radius DIAPH. Diaphragm REF. Reference DIM. Dimension REINF. Reinforce or Reinforcement DN. Down READ. Required DO Ditto REV. Revise DTL. Detail R.O. Rough Opening DWG. Drawing 5. South (E) Existing SGH. or SGHED. Schedule E. East SECT. Section EA. Each SHT. Sheet E.F. Each Face 51 M. Similar EL. Elevation SOG 51ab On Grade ELEV. Elevator SPEC. Specification EMBED. Embedment Length 5Q. Square ENGR. Engineer 5Q. FT. Square Feet EQ. Equa I 5Q. I N. Square I nch(es) E.W. Each Way 5PF Spruce -Pine -Fir EXP. Expansion 5.5. Stainless Steel EXT. Exterior STD. Standard STIFF. Stiffener FDN. Foundation STL. Steel FIN. Finish STR. Structural FLR. Floor SUB. Substitute FRP Fiber Reinforced Polymer SYM. Symmetrical F.S. Far Side FT. Foot or Feet T/ Top of FTC. Footing TSB Top and Bottom TAG Tongue � Groove GA. Gauge TEMP. Temporary GALV. Galvanized THRU Through GL Glue Laminated T.O.G. Top of Concrete GWB Gypsum Wall Board T.0.5. Top of Steel T.O.W. Top of Wall HDG Hot Dipped Galvanized TRANS. Transverse HF Hem Fir TS Tube Steel HGR. Hanger TYP. Typical HORIZ. Horizontal H55 Hollow Structural Section U.O.N. Unless Otherwise Noted HT. Height VERT. Vertica I I.D. Inside Diameter VIF Verify in Field I.F. Inside Face I N. Inch W. West INFO. Information W/ or w/ With INT. Interior W.H.S. Welded Headed Stud W/O Without .1T. Joint WP Work Point W.T.S. Welded Threaded Stud K Kips WWF Welded Wire Fabric K5F Kips per Square Foot K51 Kips per Square Inch X SECT. Gross Sect ion X-STR Extra Strong XX-STR Double Extra Strong 4 N N N v O ai 1 QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST E®M®N®S, WA 98020 APPROVAL: � PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. a 3 a 0 S1.1 RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 N O N v O ai a 0 N I �/ _ � I I I - J 6/53.0 r I L_ 4/53.0 I 3 I %N/51X4 — I 3 r I � _- ----------------------------------1 �_[ POUNflA�TION PLAN SCALE: I/4" = I'-0" a/53.0 FOUNDRTION PLAN LEGEND: INDICATES FOOTING II ND I GATES 8 GMU WALL. SEE GENERAL NOTES AND DETAILS FOR REINFORCING REGtUIREMENTS I I ND I GATES COLUMN 2' 27 �-O �� 4/53.0 I� 6/S' -� � - - - - - � rT------------------------------------T. L�J L_ I I I I I `� 6 �� CONCRETE I SLAB -ON -GRADE PER NOTES � � 8 .OI--L,k � I� I o o II I 2/53.0 4/54.0 � 3/53.0 � I/53.0 FOUNDRTI�I _J 4/53.0 v o =1(V � � � 1 _ J i- 2/53.0 ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARGHITEGTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY D I SGREPANG I ES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH I TEGT AND ENGINEER IMMEDIATELY. THE GEOTEGHNIGAL ENGINEER SHALL REVIEW THE FOUNDATION PLAN BEFORE CONSTRUCTION TO VERIFY COMPLIANCE WITH THE RECOMMENDATIONS OF THE GEOTEGHNIGAL REPORT. THE GEOTEGHNIGAL ENGINEER SHALL INSPECT THE SUBGRADE BEFORE REINFORCEMENT PLACEMENT TO VERIFY THE SOIL CONDITION. 3. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE SHEETS 51.0 � 51.1. 4. FOR TYPICAL FOUNDATION DETAILS SEE SHEET 53.0. 5. REINFORCE CONCRETE � MASONRY WALLS PER THE GENERAL NOTES ON 51.0 U.O.N. ON PLANS OR DETAILS. 6. PROJECT TOP OF SLAB (T.0.5.) ELEVATION 15 0'-0". SEE ARGHITEGTURAL DRAWINGS FOR ABSOLUTE T.0.5. ELEVATION. TYPICAL TOP OF EXTERIOR FOOTING ELEVATIONS = -I'-0" U.O.N. 7. SLAB -ON -GRADE SHALL BE 6" THICK CONCRETE REINFORCED WITH #4 ®I6" O.G. EACH WAY AT MID -DEPTH. SEE ARGHITEGTUR,4L DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SUB -GRADE MOISTURE BARRIER AND ELEVATIONS, ETC. THE SLAB -ON -GRADE 15 A STRUCTURAL DIAPHRAGM AND PART OF THE LATERAL FORGE RESISTING SYSTEM. 8. FOR SLAB -ON -GRADE JOINTS, SEE DETAIL 10/53.0. �. FOR SLAB, SLOPES AND FLOOR DRAINS SEE ARGHITEGTURAL DRAWINGS. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: FOUNDATION PLAN SHEET NO. S2.0 RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 24'-0�� I 4 N O N v O ai 1 ROOF FRJ�MI1� PL,4N LEGEND: �_ I ND I GATES A MOMENT CONNECT I ON PER 2/5B.0 � INDICATES COLUMN BELOW ROOF FR�4MIN6 PL�4N ROTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE YERI F I ED BY THE CONTRACTOR WITH THE ARGHITEGTURAL DRAWINGS BEFORE CONSTRUCTION BEG I N5. ANY D 15GREPANG I E5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARGHI TEGT AND EN61 NEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 55.0 FOR TYPICAL WOOD � STEEL DETAILS. 3. TYPICAL ROOF FRAMING CONSISTS OF IS/32" APA RATED SHEATHING (INDEX 32/16), LAID FACE GRAIN PERPENDICULAR OVER 2x6 T�6 DEGKIN6 PER GENERAL NOTES. 4. PROVIDE 50L I D BLOCK I NG PER PLANS. 5. NAIL SHEATHING TO DEGKIN6 WITH 6d GALVANIZED ROOFING NAILS (0.120"�xl 3/4") AT 6" O.G. ED6E5 AND 16" O.G. EACH WAY IN THE FIELD. 6. NAIL 2x T&G DEGKIN6 TO FRAMING WITH 16d NAILS (0.162"�x3 I/2") AT 4" O.G. ALONG BLOCKING AND PER GENERAL NOTES AT ALL OTHER LOGATI ONS. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: � PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: ROOF FRAMING PLAN SHEET NO. a N ROOF FRAMING PLAN SCALE: I/4" = I'-O" S2.1 RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 N N N v O ai 3 a 0 0 DOWELS TO MATCH SIZE AND SPACING EQ EQ OF WALL REINF. (ALTERNATE HOOK DIRECTION) PROVIDE BOND BEAM AT SLAB LEVEL EXTERIOR FINISH GRADE PER CIVIL MASONRY WWLL PER PLAN. RE I NFORGE PER GENERAL NOTES AND TYPICAL DETAILS ON 54.0, U.O.N. LAP SPLICE PER 6/54.0 2411 #4 DOWEL x � � 16" O.G. 811 SLAB -ON -GRADE PER PLAN EXTERIOR FINISH GRADE PER CIVIL — � 12" GLR. o��° °o = INSULATION WHERE OCCURS (SEE ARCH. DWGS.) 3/ �� W.H.S. ®24" O.G. (5" EMBED), CENTER #4 HORIZ. ON FLANGE p o ° o m FOOTING DRAIN, � PER ARCH., 211 CIVIL OR GLR (3) #4 HORIZ. (U.O.N.) (4) #4 E W CONTRACTOR EQ EQ 3 PER , PLAN. � ' � �� --- � - 2'-0" � 3 �_O �� TYi'IGAL PERIN�TER MASONRY YVALL FOUNDATION SGAI�: NONE I YVF COLUMN FOUNDATION AT MASONRY Y�IALL 2 � COL. � FTC. 4 gib IIII III COLUMN PER PLAN � � TYP. TYP. 8' � G � � p � R. �411xL1/211x��211 _ � B WASHER, TYP. =�� _'� � F STAIRS NEXT TO BASE �, 3/4" w/ (4) 3/4"� D COL. AT SIM. ANCHOR RODS FI A SECTION A V J # z ° ° o � �o Ooo�gDO° - � ii ii o "' � i i �� TYi'IGAL SPREAD FOOTING SUPPORTING YyF COLUMN 0 AT MID -DEPTH OF SLAB -ON -GRADE, (4) 51 DE5 SLAB -ON -GRADE � REINF. PER PLAN �� COL. PER PLAN ° �� %2" NON -SHRINK GROUT WALL REINF. PER SCHEDULE ' SOLID GROUTED MU WALL AGKFILL w/ REE-DRAINING MATERIAL — OWEL PER SCHEDULE NISH GRADE PER ARCH. 4 HORIZ. @ I6" O.G. � HORIZ. �" O.G. TOP \ o -� � - ci (4) #4 EACH WAY "' v (2) #4 HORIZ. BOTTOM scAL>=: NONE 6 GANTILEYER RETAINING W�L.L CONSTRUCT I ON/CONTROL JOINTS PER 10/53.0 %a" MASTIC JOINT AROUND COLUMN, TYP. �y� •� „� . � ,� FILL w/ CONCRETE AFTER FLOOR � ROOF SLABS ARE POURED �� TYPICAL SI.A�-ON-GRADE 150LATION JDINT 0 GOI.UhN CORNER BAD MATCH EXTEi HORIZ. REINF ADDITIONAL VERT. BARS END BAR U SCALE: NONE I I I I DETAIL �RNER BARS TO CORNER B,4i�G T/'1 �TGH GRO55 WALL MATCH HORI; >RIZ. REINF. 'P. CORNER �R: Lb �� z055 WALL ADDITIONAL VERT. BARS 2'I GLR. FOR INFORMATION NOT �.�. NOTED, SEE 6/53.0 SEE DETAIL I/53.0 FOR FILL GAP WITH INFORMATION NOT NOTED NON -SHRINK GROUT COLUMN PER PLAN � (2) #4 HORIZ. BETY Q� MASONRY WALLS ., SLAB -ON -GRADE PER PLAN CONTINUOUS FOOTING BEYOND, EXTEND REINF. THRU COLUMN FOOTING 36" *" ^'�WEL x � O.G. HOOK SLAB REINF. INTO FINISH GRADE THICKENED SLAB FOOTING PER CIVIL/ARCH. (STAIRS PER 211 SLAB-ON-GR,4DE 5/53.0 AT SIM.) GLR PER PLAN (SLOPE PER ARCH.) o�,�oo Z^ °�}'°� o U v o Obi oo� 'INUOUS � o =. PER I/53.0 �_ 'INUOUS PERIMETER - ci �NRY WALL FOOTING "' v I -OII (2) #4 HORIZ. MIN. SGAI�. NONE 12 I TYi'IGAL PERIN�TER FOUNDATION AT MASONRY YVALL OPENING SGALI=: NONE 13 I TYi'IGAL THICKENED 5l..AB AT BUILDING EDGE FENCE � ATTACHMENTS PER MFR. � PER AR RADE m � U 211 00 ° o� GLR. 2 N e� BI B2 W scAl..>=: NONE I I'1 I DETAIL CORNER BARS TO MATCH GROSS WALL HORIZ. REINF. (ALTERNATE HOOK DIRECTION) GR055 WALL RETAINING YVALL SGHEDUL.E H BI B2 W tf WALL REINFORCING FOOTING RE I NF. DOWEL VERT. HORIZ. LONGIT. REINF. L 4' 0'-8" I'-0" 2'-4" I'-0" #4 � I6" O.G. (2) #4 @ 48" O.G. (3) #4 5' 0'-8" I'-2" 2'-6" I'-0" #4 � 16" O.G. (2) #4 @ 48" O.G. (3) #4 #5 � 16" O.G. 2'-O" 6' I'-O" I'-4" 3'-O" I'-0" #4 ®I6" O.G. (2) #4 @ 48" O.G. (4) #4 #5 ®I6" O.G. 2'-O" rt' I'-0" I'-10" 3'-6" I'-0" #4 � 16" O.G. (2) #4 @ 48" O.G. (4) #4 #5 � 16" O.G. 2'-O" i�l.. � � .: I�: ACTIVE PRESSURE = 35 PGF (LEVEL BAGKFILL) SEISMIC SURCHARGE = 7H ALLOWABLE BEARING PRESSURE = 4000 PSF GOEFFIGIENT OF FRICTION = 0.30� PASSIVE PRESSURE = 300 PGF� � INCLUDES FACTOR OF SAFETY F'c = 3,000 P51 F'm = 2,000 PSI Fy = 40 KSI, #4 BAR 60 KSI, #5 BAR scram: rats I I'� I DETAIL #4 x �� ®12" O.G. (U # 4 EACH N05E � PER ARCH. (2) STEPS AT SIM. (2) # 4 BOTTOM rl I I`4. sc,a�.>=: ►�ION� 11� I TYi'IG�L STAIR ON 6R�4DE O° g°o ° g°o °° �o � . �g 8 0 �g opp CONTROL JDINT SECOND POUR FIRST POUR SLAB THI GKNESS AND REINFORCING PER PLAN (TYP.) KEYED JOINT CONTINUE REINF. THRU JOINT �O o g°o � °o 00 � g ° g°o � o oo° Lb PER G r ll1=Y11 111- ../V I ILL V{�L CONSTRUCTION JOINT scAL>=: NONE C� TYi'IGAL SLAB-ON-6R�4DE JOINTS x^� � I I4 I SAIL �\u-, 2 # 4 � 12" O.G. EACH WAY SCALE: NONE I � I %8" x I%2" PREMOLDED GONT. MASTIC JOINT STRIP. (JOINT MAY BE SAW -GUT AT CONTRACTOR'S OPTION.) PROVIDE CONTROL OR CONSTRUCTION JOINTS TO BREAK UP SLAB -ON -GRADE INTO 5G2UARE OR RECTANGULAR AREAS. THE RATIO OF LONG TO SHORT SIDE DIMENSION SHALL NOT EXCEED 1.5. NO ACUTE ANGLES. MAXIMUM JOINT SPAG I NG SHALL NOT EXCEED 36 TIMES THE SLAB -ON -GRADE THICKNESS. CONTRACTOR SHALL SUBMIT JOINT LAYOUT PLAN TO ARCHITECT FOR APPROVAL. - PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL (WHERE OCCURS) scAL>=: NONE I I O I SG,41.E: KONE I I � I �. DOUBLE CURTAIN SINGLE CURTAIN SEE SCHEDULE FOR SPLICES � DEVELOPMENT LENGTHS P� VIEW TYi'IGAL CORNER AND YV�4LL END BAR ARRANGET�TIT AT CONCRETE WALLS OR FOOTINGS SCALE: NONE I � DETAIL ��: NONE I � DETAIL SGAI�: NONE I C� DETAIL SGAI�: NONE 2O QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: TYPICAL DETAILS FOUNDATION SHEET NO. ■ RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 N N N v O ai a a 0 0 v DETAIL sc,��: i"=i'-o" I TYPICAL REINI=ORGEMENT AROUND OPENI1�55 IN M�50NRY WALLS sc,��: xot� �, D�T�41L sc,��: i"=i'-o" Lb HORIZ. REBAR AT .IAMBS � � WALL ENDS TO MATGH S I ZE � SPAG I NG OF T1'P. BREAK SHELL FOR BAR POS I T I OVER HORIZ. REINF., ENGAGE FLOW OF GROUT M�50KRY izE I N�ORG I NG 5PL I GE �N]� DEVELOPMENT FIRST COURSE ABOVE BOND BEAM PERT. REINF. LENGTH SCHEDULE � ° ' � SECOND GROUT POUR STOP GROUT DEVELOPMENT � 5PL I G I NG OF RE I NFORG I NG I N GROUTED POUR %2" BELOW MASONRY GONST. FOR 6R. 40 � GR. 60 REBAR ADDITIONAL PERT. �� TENSION SEISMIC ADDITIONAL PERT. PERT. REINF. AT LAP 5PL I GE ("Lb ") LAP SPL I GE 3/^ I I MIN. GOYER PERT. REINF . AT THESE GELLS T`O REINF. TYP. BOND BEAM REINF. THESE GELLS Lb BAR SIZE 48db 60db # 3 18" 23" v CORNER BAR x TO # 4 241I 3O I I FIRST GROUT POUR MATGH S I ZE � SPAG I N6 3011 3Q11 END INTERSECTION OF TYP. HORIZ. REINF. GORIER # 6 36" 45" # 8 48" 60" NOTES: ��' I. PLACE VERTICAL REINFORCING AT CENTER OF WALL U.O.N. I . SEE GENERAL NOTES FOR GROUT LIFT REQUIREMENTS. 2. USE DOUBLE OPEN END BOND BEAM UNITS, SINGLE OPEN END UNITS AT CORNERS � ENDS OF WALL. 2. GLEANOUTS ARE REQUIRED FOR ALL GROUT POURS OSIER 5' I N HEIGHT. 3. WHERE BOND BEAM I N AD.IAGENT WALLS OGGUR AT DIFFERENT LEVELS, RETURN ONE OF THE BEAMS 2'-O" AROUND CORNER MASONRY REINFORGIN6 SPLICE LENGTH SG�EDULE ��-�: uou� 6 TYPICAL HORIZONTAL GONSTiZUGTION JOINT IN MASONRY WAL.I_ ��: uot� � DETAIL ��-�: uou� 8 TYPICAL MASO1�lRY WAL.I_ ENDS, IN1"ERSEGTIONS � CORNERS ��-�: uou� � DETAIL �'�-�: �"=�'-o" I O DETAIL sc,��: i"=i'-o" I I DETAIL sc,a>_�: i"=i'-o" I'� DETAIL sc,��: i"=i'-o" I'� DETAIL sc,��: i"=i'-o" I �, DETAIL sc,��: i"=i'-o" DETAIL sc,��: i "= i'-0" 16 DETAIL sc,��: i "= i'-0" I � DETAIL sc,��: i "= i'-0" 18 DETAIL sc,��: i "= i'-0" I � DETAIL sc,��: i "= i'-0" 2 0 QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: � PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: TYPICAL DETAILS MASONRY SHEET NO. S4.0 RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 N N N v O ai a 3 O O h � Z 3 I III 4 12 -82 GAP PLATE 110 THIGKNE55 is TO GJP, TYP. TOP � MATCH BEAM FLANGE � GL BLOCK I NG Ibd NAILS ®4" PER PLANS 3 � GL BLOGKI N+a�TE: PER PUNS FOR INFORMATION NOT 3 NOTED, SEE 4/55.0 BOT. FLANGES O.G. TO BLKG. 7/55.0 THIGKNE55 ROOF SHEATHING � 2x PER P AN PER P AN v L L TYP. 3 II (3) 3/q."� BOLTS 2 A34 EACH SIDE � DEGKING PER PLAN I ('4') 3/411� THRU BOLTS 1211 I 411 2/55.0 (/6 MIN.) is/2 w/ (8) #� x �2" 5D -gyp. TYP. TOP OF SHEAR R, 3/8" OI AT GL RAFTER I I I I WI4x43 T/STL. EL. COL. (3/6" MIN.) 3�St5 4 TO PLATE - � / I /4 I I �I _ - W24 BEAM GJP, TYP. = ti � m � 211 � C() � PER PLAN I � -^ � ADD PLATES OI U1 I —IL`` I I � v +� EACH SIDE, � • • I I �� ' � I -I II II �' Y4 xb EACH _� THIGKNE55 "ts" TO TYP., � P/T 3x6 PLATE, `-- GL RAFTERS SIDE OF GL mar mar MATCH BEAM is/2 i/b" MIN.) BEVEL TOP FO PER PLANS _ � I,� ,�I FLANGE THIGKNE55 FULL BEARING L550 @ I8" O.G. � BLKG. __ _ sj Ib � � SEE NOTE 3 O BOND BEAM AT (MIN. 2 PER BLKG.) HOB; 2�11 2x BOLT. DIA. TOP OF WALL FILL GAP w/ 0 ALL R MATERIAL SHALL BE ASTM A5rt2 GRADE s II II /8 � A.B. @ 36 O.G. NON -SHRINK GOUT j STEEL BEAM PER EMBEDDED 6 MIN. � ELEVATION 50 U.O.N. 0 PER ARCH. 3 II /4 � W.H.S. � 2/53.0 6/53.0 BOLT TYPE = A325N U.O.N. BEAM TO COLUMN FLANGE (21_OII MAX.) MASONRY WALL PER 24" O.G., 5" j CONNECTION PER 2/55.0 O3 AT TOP FLANGE LEAVE BACK I NG I N PLACE AND PLAN. RE I NFORGE EMBED, �I� i � �T/STL. EL. ' ' ADD 5/I6" FILLET UNDER BACKING. AT BOTTOM USE WHERE IDNIGATED BY FLANGE, REMOVE WELD BACKING, BAGKGOUGE, � ON PLAN PER GENER,4L NOTES AND TYPICAL CENTER ON / STEEL COLUMN PER FLANGE ELEVATION _ -I'-0" AND ADD FILLET WELD TO MATCH GJP ROOT DETAILS ON 54.0 � � - - � (5/I6" MINIMUM). WELD: QG/Gt� GATE60RY �HiT. N�HT FRAME ELE1lATION sc,a1..>=: 3/s"=1'-0" I TYi'IG�1. MOMENT FR�N� BEAM GONI�GTION sc,v�: Hots '1 sc,aL�: i��=i�-o�� 3 TYi'IG�I. ROOF R�FT�R TO GNN W�I.L - P�PENDIGUL�R sc,a1�: I"=1'-0" 1� ROOF R�FT�R J�B�E MOMENT FRJ�N� sc,a1�: I"=1'-0" 2 �' RI ROOF SHEATHING 14" MIN I�" MIN � 2x DEGKING I PER PLAN � 1211 � 12" ROOF SHEATHING � 2x �' y4"x3" EACH 51 DE DEGKING PER PLAN OF EACH GL I PANEL EDGE FASTENERS PER (2) 3/4" THROUGH BOLTS I NAILING GENERAL NOTES z �_� cmr�r I 2 =� �� (L - - - � - � - � u m + z � _�� GL RAFTERS mar GL RAFTER PER PLAN PER PLANS � � �, � W24x55 OVERHANG PER ARCH (4) 3/�."� BOLTS i 11/� WI4x43 BEAM PER PLAN �, N I I WI4 PER PLAN TYi'IGAL ROOF � TO STEEL. BEAM - PERPENDIUJLAR sca�l..l=: I"=1'-0" 6 STEEL. BEAM INTERSECTION SGAI.E: I"=1'-0" � DETAIL �� I"=i'-o" � TYPICAL ROOF � AT PERIMETER STEEL. BEAM - PARAII.EL �� i"=i'-o" � DETAIL �'�� I°'I'-°'� I O DETAIL sc,��: i ��=i �-o�� I I DETAIL sc�: I"=1'-0" I'1 DETAIL sc�: i "=i'-o" I'� DETAIL sc,a�: i "=i'-o" 11� DETAIL sc,a1�: i 11=i l_°II DETAIL sc,�: i"=i'-o" 16 DETAIL s�,a,L>=: I"=1'-0" I � DETAIL SGAL�: i"=i'-o" I � DETAIL scAL�: i��=i�-o�� I C� DETAIL �,�° �"_�'-°" 20 QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN ST EDMONDS, WA 98020 APPROVAL: PERMIT SET 2/24/22 PERMIT CORRECTION 4/12/22 NO. I DESCRIPTION I DATE I BY ISSUES: � REVISIONS: P.M. SHT P.E. TAW DRAWN BY: SSN SCALE: AS SHOWN DATE: 2/24/22 JOB NO. 18743.03 SHEET TITLE: TYPICAL STEEL AND WOOD DETAILS SHEET NO. S5.0 RESUB Apr 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �/ � � � o / � � I / C �� I �� v NEW CONC. PAVING, REF. CIVIL. MATCH EXISTING SCORING MAIN��ET O CONCEPTUAL LOCATION FOR SCULPTURE PEBBLE MULCH, TYP. STONE SLAB L1.1 EX. STREET TREE GRATE, TO REMAIN AND BE PROTECTED. EX. STREET TREE, TO REMAIN AND BE PROTECTED. TREE PROTECTION, — TYP. NOTE: i REFER TO CIVIL CONST. PLANS FOR ADDL. FRONTAGE IMPROVEMENTS AND ALL UTILITY REQ'TS., TYP. \\� ✓ I o I -I I�� r� I � �� I -� �— EX. IRRIG EX. LANDSCAPE TO REMAIN AND BE PROTECTED, TYP. � PROTECTION FENCING u � 00 °Op I 00o 000 000 -I MATERIALS LIST —RIGHT OF WAY a. CONCRETE PAVING °° � SEE CIVIL FOR SECTION, � MATCH EX. SCORING PER PLAN. COORDINATE PAVING W/ TREE GRATES PER STD DETAIL TR-551 — — —T — — THROUGH JOINT �� 000 PROPERTY LINE — o — �P1� � EX. TREE TO REMAIN ' I� AND BE PROTECTED, �D' � TYP. _ � _ �- I LJ d''- - �° � CANOPY ABOVE, TYP., REF ARCH � I I. GRID LINES, TYP. THIS AREA ENTRY ENTRY ° , ° ° ° °. I ° � SCORING SHOWN REFERENCES CANOPY ABOVE, TYP. EXISTING SCORING PATTERN. ° T °- °. a �I � CONCRETE BAND BETWEEN PAVERS & BLDG. ;qL Q ADJUST AS NECESSARY d _ � I `` TENANT ° ° �—°_� PROVIDE TREE UPLIGHT &OUTLET AT EA. TREE, — EDGE OF EX. CONC. � ENTRY COORD. W/ELEC., REF. SHEET L3.0 FOR TREE ° II ° a �.° ° SPECIES &LOCATION, TYP. p` U 1 TREE GRATE REF. � ° ° 2 PHASE 2 d� . ° L1 1 MATERIALS LIST, TYP. PLANTERS ON TOP OF PAVERS, °�. EDGE RESTRAINT I SHIM TO BE LEVEL I ° � L1.1 ° � � RAMP, 1:12 MAX d ° ° � = -��=� CANOPY OVERHEAD, ° - j — - TENANT GUARDRAIL, REF RCH aT a—` I REF. ARCH al ° ENTRY 5 � � , °' I �I ° L3.1 1 X2 PLANTING AREA. VINE ON ° .. a ° WIRE TRELLIS, REF. ARCH FOR �I d. ® ,. _� � ii;�,:i,:i,Gii: 7 I-7. 1■r:�:-71■1►.�.� D�1■1[ �, s �� r.y. � �1\��numn■ ■ I� �/ III �I�II�IL_JIII■11111■I ■ 1 � I;�� l{v z�-" T711�1��.�.�I■■dal IIL.Ir �, �►�o,L ii�l�-i ,.�;,. ■ . ' 1---------- � e� _. _ C•�uy��d1�L:_\�_�% �rl�aa�aaal�:=:::::::.�..1:1......1�1.....:1:..�'..::::::::::::.��IIIIIIIIIIIIII��IIIIIIIIIIIIII11111111111111��1� SEAT WALL THROUGH JNTS ALIGNED WITH °' � � EX. PP ° � U TRELLIS. 5 1'X2' PLANTING �� I GRID LINES, TYP. THIS AREA ° I , �Z � L3.1 Ta 1 ° �- �_ L O Z AREA. VINE ON 4 —3 SQ I SCORE JNTS CENTERED �Q � ' U Q 6 WIRE TRELLIS REF. I awl � � � 0° +� i4„ 1 1 STAIR LOBBY ARCH FOR TRELLIS. a a L I BETWEEN THROUGH JNTS, ° ° I w°la UP - ENTRY ° TYP. THIS AREA ° � T° I � ° -- d ° 3 °° °� ) � °.a I� '-° STONE �.� � � °° t - _ —° 1a �—� b' ° a o �� d 6 SLAB E �■ � ° ° a ' ° 2 BIKE °..° �I ° ° � ° ° °� ° STAIR, � Q a ° ;° �: a O a. INSTALL PAVING JOINTS ° 1.1 T,_°° °,_� , � RACKS ° . ° ° �° SIM. �` Tu® -- � � ° � ° ° AT EDGE OF STRUCTURE Id ° : ° a ° PA � � a -a — �� _�� ° °. — � � a I ° � HANGING FLOWER �?�� .= � d' Q� °:.. � °°� ° .°l. Id °� °� .�a I � °.� ate. ��. d� Q L1 .1 BASKET POLE a a j a �I° °°. j STAIR, 6 ° a °—.�—° ate— �, �' � �pF-a `° Q ° I �. a `� d d T � ° - I L1.1 — ° � a ° ° ~1 SIM. `°I d n° ° °°. ° ° � ° � � d _a °_ _ aI°° 4 Q � ° ° i � d f °.I ° I I � a �. � T � ° m. '. �° ° a ° � 1. 8 ° � � I OVERHEAD CANOPY, ° _ �. ° � '=�a ° R'A P, ° - d �I ° ° T °_ ° � -,- TYP., REF. ARCH. �� I °. a ° ' ° a ,: l � \ � S� RE ( )°EQ AL S, CTI° NS �� ° I b � I w DWGS. a ° °� � I a a� ° ° d ' d' d 4 1:12 I d °.. '° � ° � 8 ° ° CO E 7 EQU L S� TIO S ° �j I °° a ° ° ° AL `� Q BIKE a. ° a RAMP 5 RAMP, SIM. 5 ° 1 ° ' RACK � � � I � 3 L1.1 L1.1 , � a . � °—T °I �� 5' DIA. LANDING, ° � a _ ° °. _I° d 5' DIA. LANDING ZONE TYP. � a � ° ° a ° ° ° �AL ~ RECYCLE BIN ENCLOSURE, ° ° ° ° � REF. ARCH. DWGS. � � '� T — ° °° • ° a a : a - a HISTORIC FIRE ° °° . ° ° a ° Q � °. � .° I I ° ° TRUCK PAVILION, ° �° ° ,,°..L�--°T °;° .° °° °° ° ° — REF. ARCH. � ° °. a A i LANDSCAPE PLAN —SITE PLAN SCALE 1 " = 10' - 0" °' ° �� { ° L� � PARKING LOT � VAN ACCESSIBLE II � i — _ PAVING & � PARKING SPACE, ALLEY � � � ° a � I — — _— WHEEL STOPS, � REF. CIVIL � I. S°S ° � � �� =fit � � REF. CIVIL —= G - � ~Iy ° °: � —�----_� — _ ° I 0 0 0 _— — o I �I — I x 'D7 x � � I _ x � - -- I - _ � I I --H VL---- �, ., ,- � - I �-- „T,-, �_� � �� r-, I I � I I I 0 10' 20' N N � � � N TREE GRATE �O 3' X 3' PER CITY OF EDMONDS STANDARD, SEE DETAIL TR-551, APPROVED BY CITY ENGINEER JEANIE McCONNELL 1 1 /1 /2018 r..� TREE PROTECTION 4'-6" HIGH CHAIN LINK FENCE, FOUR SIDES, L..J TO ENCLOSE ENTIRE TREE GRATE, TYP. EACH TREE, OR PER CITY OF EDMONDS SAL ALIGN MATERIALS LIST — ON SITE a ° a CONCRETE W/ SCORING aQ ° SEE CIVIL FOR SECTION, W/ THE FOLLOWING "° EXCEPTIONS: -SAND COATED THROUGH JOINTS -SAW CUT JOINTS -FINISH: LIGHT SAND BLAST -SCORE PER PLAN PAVERS SELECTION: TBD AVAILABLE FROM ABBOTSFORD CONCRETE PRODUCTS, 1-800-663-4091 SAND SET, INSTALL PER MFG. INSTRUCTIONS ER CONTINUOUS PVC EDGE RESTRAINT MANUFACTURED BY PAVE -TECH INC. PROVIDE PAVE EDGE RIGID EDGE RESTRAINT AND ALL ASSOCIATED PARTS, INCLUDING GALVANIZED STEEL SPIKES (10"X3/8"), WHERE PAVERS ARE NOT ADJACENT TO OTHER PAVING. INSTALL PER MFG. RECOMMENDATIONS. BIKE RACK -REVIEW W/ OWNER "OAHU NO SCRATCH CIRCULAR BIKE RACK" BY SPORTWORKS, EMBED, STAINLESS STEEL FINISH, INSTALL PER MFG. RECOMMENDATIONS STONE SLAB ��6' L 2' W X 24" HT (18" HT AT FIN. GRADE), REF. 4' L Ll .l /DET. 3, SALT &PEPPER GRANITE W/SAWN TOP AND BOTTOM, SPLIT FACES. AVAILABLE FROM MARENAKOS, 425.392-3313 SEE DETAIL FOR DEPTH. 0 PLANTERS RECTANGULAR PLANTERS, REINFORCED CONCRETE, BY TOURNESOL SITEWORKS, WILSHIRE COLLECTION, SIZE: 96"L X 24"W X 36" HT, COLOR: SHADOW SHIM 1"ABOVE GRADE MODULAR CONTAINER IRRIGATION SYSTEM, CWMR1620-4K, BY TOURNESOL SITEWORKS ru® UP LIGHTS TREE UPLIGHTS AT EACH TREE: BK LIGHTING, MODEL: LS-8-BLP-7-9-1 1 PROVIDE OUTLET &POWER AT EACH TREE REF. ELEC. FOR ATTACHMENT & POWER,TO BE LOCATED IN FIELD BY LANDSCAPE ARCHITECT. PA PLANTING AREA PEBBLE MULCH 2"-3" DIA. BEACH PEBBLES, COLOR: DARK, 4" MIN. DEPTH AVAILABLE FROM MARENAKOS ROCK CENTER, ISSAQUAH, 425.392.3313, QUARRY S/E, INC. 525 SOUTH FRONT STREET, SEATTLE, WA 98108 206.522.8670, OR APPROVED EQUAL. ® HANGING FLOWER BASKET POLE PER CITY OF EDMONDS STD DET TR-552, REF. Ll .l /DET 7 ON -GRADE TOPSOIL: 1. TOPSOIL: TWO-WAY MIX, AVAILABLE AT PACIFIC TOPSOIL, KENMORE, WA (800)884-7645, OR APPROVED EQUAL. 2. PREPARATION: LOOSEN SUBGRADE SOIL TO MINIMUM DEPTH OF 8 INCHES W/CULTIMULCHER OR SIMILAR EQUIPMENT. REMOVE STONES, GRAVEL, STICKS, ETC. 3. PLACEMENT: TOPSOIL MINIMUM DEPTH 8". SPREAD APPROX. 1 /2 THE THICKNESS OF PLANTING SOIL MIX OVER LOOSENED SUBGRADE. MIX THOROUGHLY INTO TOP 4-INCHES OF SUBGRADE. SPREAD REMAINDER TO MEET REQUIRED GRADES. HOLD 3" BELOW ADJACENT PAVED WALKS, CURBS, AND PLANTER WALLS. TOPSOIL IN PLANTERS: 1 . TOPSOIL: 'LIGHTWEIGHT SOIL MIX #2', AVAILABLE AT CEDAR GROVE COMPOSTING, MAPLE VALLEY, WA, (877) 764-5748, OR APPROVED EQUAL. 2. PLACEMENT: PER PLANS, FILL PLANTERS TO MEET REQUIRED GRADES, HOLD 3" BELOW TOP OF PLANTER WALLS. COMPACT TOPSOIL TO 85%. MULCH: 1. BARK MULCH: PACIFIC GARDEN MULCH, OR APPROVED EQUAL, AND SHALL BE NO LESS THAN 2 OR MORE THAN 4 YEARS OLD. MINIMUM DEPTH 2" SHEET LIST Ll .0 LANDSCAPE MATERIALS &LAYOUT PLAN Ll.l HARDSCAPE DETAILS L2.0 IRRIGATION PLAN L3.0 PLANTING PLAN L3.1 PLANTING DETAILS Karen Kiest Landscape Architects 1 1 1 west John street suite 306 Seattle Washington 981 19 206 323 6032 www.kk-la.com F WAS P �o�N S k stio 0 � �1 2 `� U �� o ^o\�o \� �FQ 8S� EXR 12\ G� P� �gNDSCAPE Permit Set ISSUED: 19.05.08 Permit Set 19.12.17 Correction 1 20.04.10 Correction 2 20.06.17 Correction 3 22.01.31 Display Structure 22.04.12 Permit Revisions Landscape Layout & Materials Plan E U 2 2Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES: 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1 /2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1/2" IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) 3" DEPTH PEA GRAVEL TO BOTTOM OF GRATE FINISH GRADE UINIT PAVING 1 J J pp � m �� w � Z � ,�/\�\\�j\\� o �� /.� c� �' � j�j\� 0 0 a T'.�' y��\� 'st. �gy� f3"-5/8"" f3'-1/8» � � o_000 0000 oO�O� OO�Oo 00o O O�000 pp��0�� 10�0��0��0� +I +I DO00 0 0 o�p�p�� D�00000 Dom °��0 p��000��a�� ODDO�o boo OOO000 0000OD o000 ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT MIN 18" DEPTH x MIN 6" WIDE CONCRETE SUB -SLAB ROOT BARRIER BAND, OR 18" DEPTH APPROVED ROOT BARRIER MATERIAL AT SIDE OF PLANT PIT. '��'� '� COMPACT SUBGRADE �� k�' TO 95% (TYP) �� _ ' �� ' � �; /� FINAL GRADE BACKFILL �'�j, COMPACT SPECIFIED FREE DRAINING PLANTING SOIL PERFORATED PIPE IN PEA GRAVEL TRENCH, WRAP WITH FILTER FABRIC. CONNECT TO STORM SYSTEM. REVISION DATE CITY OF EDMONDS JANUARY 2018 TREE GRATE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR-551 VARIES 6" MIN TREE GRATE SCALE: NTS HANDRAILS, PER ARCH. (3) 1 /4" WIDE X 1 /2" DEEP NON -SLIP GROOVE EACH TREAD 1"SEPARATION BETWEEN EACH GROOVE � '-0" BOTTOM OF STAIRS REF: GRADING PLAN THICKENED — CONC. @ POSTS °a° I�� as O LJ Oo �o - a _� —_ - a I _ —� � I � � I UNIT PAVER, TYP CUT PAVERS SHALL NOT BE LESS THAN 4" IN LENGTH PRECAST CONC. PAVER, REF. MATERIALS LIST, SHEET Ll .0. INSTALL PER MANUFACTURER'S SPECIFICATIONS & INSTRUCTIONS PLAN 1" DEPTH SAND SETTING BED METAL EDGE RESTRAINT W/ STAKES: "PERMA-LOC "BRICKBLOCK" PAVER RESTRAINT W/ STAKES, .075" X 2-3/4" 4 ^IN HT., MILL FIN., OR EQUAL, 800-356-9660 FIN. GR. TOPSOIL AT LAWN — — - CONDITION ::.:. _.::::..... ... ...,. �:;.•r=;�Y.�.;:,�:;:Y::.:_; ....._,r. _ a �() C R BASE COMPACT TO AT —_—_- LEAST 98�o STANDARD PROCTOR DENSITY PER ASTM D 698 — — — — — — — — — COMPACT SUBGRADE TO AT ICI ICI ICI �� ICI ICI ICI ICI ICI III- LEAST98�STANDARDPROCTOR DENSITY PER ASTM D 698 PRECAST CONC. UNIT PAVERS SCALE: 1" = 1'-0" ART PANEL WALLS &SUPPORTS, REF. ARCH & STRUCTURAL. HANDRAIL ON BOTH SIDES OF WALK AS SHOWN ON MATERIAL PLAN Ll .0, SAME TYPE AS STAIR HANDRAIL, REF. ARCH. WIDTH VARIES, REF. LAYOUT PLAN O N 811 II 2� MAX. BOTTOM CROSS SLOPE RAIL �-- � I I o � o� o — 41 I c� SCALE: 1 " = 1 ' - 0" 12" HANDRAIL EXTENSION TYP. AT TOP AND BOTTOM OF RAMP o��o oo��o 00 00� 00� 00� � �a o Oo Oo 00� 00� 00� 0 �� ADJACENT PARKING LOT, N IIIIIIIII—III III1 I 1 GRADE VARIES, REF. CIVIL � o - 1 �Q'. o .. ..ona.� o a � o � � � . -lil I ' I I I=1 HANDRAIL HANDRAIL SECTION SECTION @ RETAINING WALL i�C.I.P. CONC. RAMP SCALE: 3/4" = 1'=0" 5'-0" O.C. MAX. 0 CV 1-1/2" TYP. TOP OF STAIRS REF: GRADING PLAN I. tl. �. i i 4 '. d CAI a � � � I C.J. TYP. 'I a a THICKENED I I = EDGE a a. aim-r—°�- a �a I�I _ Ua° �Q�a a a = _ � I � � / III III III III III II . �a� y `' � III_ #4 NOSING BAR, TYP . � 1 11 %� ° I - �- 1/2" RADIUS, TYP. a � � � - I � COMPACTED I i ,, SUBGRADE a� I I I CENTER aa�� INTERMEDIATE POST IN TREAD � � 8'/FT. SLOPE, TYP. a NOTES: I 1211 I TYP. o N COMPACTED SUBGRADE A f\ I A /'� r A I T fl rT A I A I I A I /� \ A/ A l l I _ REF. STRUCT. 1. SHOP DRAWINGS REQUIRED SECTION I III III III- FOR REINF. FOR ALL HANDRAILS. SECTION/ ELEVATION 8" 2. FIELD MEASURE FOR ALL CIP CONC. STAIRS AND HANDRAILS HANDRAILS. SCALE: 1 " = 1'-0" BOTTOM RAIL SAWN, THERMALLY FINISHED TOP, ROUNDED CORNERS TYP., SAWN BOTTOM, SET LEVEL, ALL DIRECTIONS STONE, PER PLAN. SPLIT SIDES MULCH AND PLANTING SOIL NOTE: LENGTH PER PLAN HANDRAIL PER ARCH C.J. @ BOTTOM OF RAMP (BR),TYP. REF GRADING PLAN w ti ��'��ci �� ti >� �� w ��i �w 1� . � ��"�� . ct� �� RAMP SECTION � ,, �� - � PED PAVING, REF: CIVIL COMPACTED SUBGRADE 18" 6" FLAT AREA TOP AND BOTTOM OF SLOPE, 2" �� rl I I� � III III I I I� � �I CIP CONC. RETAINING WALL SCALE: 1 " = 1'-0" EQ. SPACING, 5'-0" O.C., MAX 0 C�1 .�� ih: _�-•�- - i 0 CV C.J. @TOP OF RAMP (TR),TYP. REF GRADING PLAN �!n _ �...�. ,._ `. -- THICKENED CONC. @RAIL POSTS, TYP. ALONG ART PANEL SIDE OF RAMP 3" STOCK (0.120" WALL THICKNESS) WELD 1/2" METAL - EYELET 2" FROM END DRILL THROUGH � 1-1/8"t, INSERT NOM. 3/4" I.D. x 3" LONG BLACK IRON PIPE NIPPLE, WELD PERIMETER AND SAND FLUSH (TYP) `St. 18y�' 2" DD � Tv1ULCH �L�t4'�I N G SOIL, SEE DWGS SEE STRUCT. FOR REINF. & FTNG. SIZE NOTES: l . HANDRAILS PER ARCHITECT. 2. SHOP DRAWINGS REQUIRED FOR ALL HANDRAILS FOR REVIEW BY ARCHITECT PRIOR TO FABRICATION 3. FIELD MEASURE FOR ALL HANDRAILS. 4. REF. STRUCTURAL FOR ALL REINFORCEMENT 2r 3-1/2" STOCK 1' I I (.120" WALL THICKNESS) 1 I- 3" 3" STOCK / (0.120" WALL THICKNESS) 6" f cV MATCH EXISTING 1 "� TROWEL SMOOTH FINISHED GRADE FINISH - :� ' �\�\ y .q � � I .. a \� CLASS 3000 CONC FOOTING �\\ � I ��\ UNDISTURBED NATIVE SOIL ��.:� i.aa: �\� \� � I I ° \\i� CASE FOOTING EXCAVATION �\ . <. IF CAVING CONDITIONS PRESENT � • �� REMOVE ALL STANDING � �\� � , � WATER FROM EXCAVATION ,��i•� �� \i� \� PRIOR TO PLACING CONCRETE ;�!�\\ �\�i\ice\\��: 2' DIA CITY OF EDMONDS PUBLIC WORKS DEPARTMENT HANGING FLOWER BASKET POLE APPROVED BY: R. ENGLISH HANGING FLOWER BASKET POLE SCALE: NTS REVISION DATE JANUARY 2018 STAN DAR D D ETAI L TR-552 Karen Kiest Landscape Architects 1 1 1 west John street suite 306 Seattle Washington 981 19 206 323 6032 www.kk-la.com F WAS P �o�N S k stio 0 '� �l 2 `� U �� o ^o\�o \� �FQ 8S� EXR 12\P�G� �gNDSCAPE Permit Set ISSUED: 19.05.08 Permit Set 19.12.17 Correction 1 20.04.10 Correction 2 20.06.17 Correction 3 22.01.31 Display Structure 22.04.12 Permit Revisions Hardscape Details E U 2 0�2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i ,�, �. , _�---�- � �. �ni P�2 __ , SS I — /�' �ni \- - � S S - —�- t�----�_ /�� 0 0 0 LANDSCAPE IRRIGATION PLAN SCALE 1 " = 10' - 0" �v � it ZONE ESIGNATION, TYP. � �J� a �� oh � - -- �� / \� �� I 'I _-I_ ` noun �— EX. IRRIG S r ace M o n �\ � � �� I ° oo \ �_ I � I ° ° o0o I � I I\I o00 ° , o 00 ° Irrlgatlon x.�J �°O P 1 � PROPERTY LINE _ — — O Al i i Al - _, ,,- t _ � �P� I --- I � \� I,� \\ __�� L_ � � � N ��,\ I � I� ,� C� I I I ' .�' 1 O i i � I I-- —LL— � . i - -- -- ---A� I I I � I I � Al I I � _ TREES SHOWN FOR I II � 4 REFERENCE ONLY, TYP. - � � FOR LOCATION AND I � -- II � �I SPECIES, REF. L3.0 I I I � II I I I 0 -\ � � � -- __ -� I II ---__ ----- �_ I � I ----_-_-____ --_-- - I �� -----_ .__--_= I � Al �/ \ , �� _ _ \� � �L�E � =_ SS � SS ---_G--___ � x I�� I x l �� x I 0 10' 20' INIII N IRRIGATION EQUIPMENT LEGEND I I INSTALL WATERING BAGS AT NEW TREES IN R.O.W, TYP. (3) I �� INSTALL SLEEVING FOR I IRRIGATION AT 0 HANGING BASKET IF I (n NEEDED. I I I I I I W � i I � I Z W I � IRRIGATION NOTES l . ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN -GROUND AUTOMATIC IRRIGATION SYSTEM . 2. IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE OF THE SPRINKLERS (30 P.S.I.) AND THE MAXIMUM FLOW DEMAND OF -- GPM FOR STATIONS PROPOSED. THE ESTIMATED STATIC PRESSURE FOR THE POINT OF CONNECTION IS --- PSI AT THE STREET LEVEL. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE PRIOR TO CONSTRUCTION TO ENSURE IRRIGATION IS OPERATIONAL AS DESIGNED. 3. LOCATION OF POINT OF CONNECTION, MAINLINE AND SLEEVES AS SHOWN ARE SCHEMATIC. LOCATE MAINLINE AND VALVES TO AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM AND PLANTING, UTILITIES, PAVEMENTS AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY DESIGN AND INSTALL THE SPRINKLER SYSTEM WHERE IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC, UNLESS OTHERWISE NOTED. 6. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS, HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR MANUFACTURER'S SPECIFICATIONS. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY, AND WATER VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND. 7. SIZE PIPE PER PIPE SIZING CHART 8. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. REFER TO PLUMBING PLANS. 9. IN ADDITION TO THE PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS AND TO CLOCK LOCATION AT INTERIOR OF BUILDING. 10. ROUTE COMMON AND CONTROL WIRE FROM THE CONTROLLER TO CONTROL VALVES. CONNECT TO MAINLINE, EXCEPT AT SLEEVES. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE ON THE SITE AND AT THE ENDS OF THE MAINLINE RUNS. 1 l . THE IRRIGATION SYSTEM IS DESIGNED TO BE WINTERIZED THROUGH THE DRAIN VALVE AT THE POINT OF CONNECTION. COMPRESSED AIR CAN ALSO BE USED THROUGH THE QUICK COUPLER VALVE AT THE POINT OF CONNECTION FOR BLOW-OUT. IRRIGATION PERMIT NOTES l . A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL ACCEPTANCE PROVIDE A COPY OF THE BACKFLOW TEST REPORT TO THE CITY'S CROSS - CONTAMINATION CONTROL SPECIALIST. TEST REPORTS CAN BE FAXED TO 425.744.6057 OR E-MAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING WILL BE REQUIRED ON AN ANNUAL BASIS THEREAFTER. IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION POINT OF CONNECTION: ❑M EX. 3/4" METER D4 GATE VALVE - NIBCO T-1 13, BRASS, LINE SIZE N BACKFLOW PREVENTER -PER CITY OF EDMONDS POC 'a MASTER VALVE -SUPERIOR NO. 3000, BRASS, LINE SIZE QUICK COUPLER - RAINBIRD 44LRC, SUPPLY HOSE KEY AND SWIVEL MAINLINE -PVC SCH 40, 1"SIZE UNLESS NOTED OTHERWISE LATERAL LINE -PVC CLASS 200, SIZE PER PIPE SIZING CHART. - - _ SLEEVE -PVC SCH 40, SIZE = 2 x LINE SIZE, 2" MIN DRIPLINE -NETAFIM TECHLINE CV TLCV6-12XX �� DRIP VALVE ASSEMBLY - TORO DZK-700-1-LF, 1"LOW FLOW DRIP ZONE KIT © CONTROLLER, PROVIDE POWER AS NEEDED, REF. ELEC. OI= MANUAL FLUSH VALVE -NETAFIM TLSOV PIPE SIZING CHART GALLONS /MIN. PIPE SIZE 0 - 7 3/4 INCH 7 - 14 1 INCH 14 - 24 1-1 /4 INCH 24 - 34 1-1 /2 INCH 34 - 54 2 INCH Karen Kiest Landscape Architects 1 1 1 west John street suite 306 Seattle Washington 981 19 206 323 6032 www.kk-la.com F WAS P �o�N S k stio 0 � �1 2 `� U �� 20 ^o\�o \� �FQ 8S� EXR 12\P�G� �gNDSCAPE Permit Set ISSUED: 19.05.08 Permit Set 19.12.17 Correction 1 20.04.10 Correction 2 20.06.17 Correction 3 22.01.31 Display Structure 22.04.12 Permit Revisions Irrigation Plan 02 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O O EX. LP WITH HANGING GASKETS TO REMAIN AND BE PROTECTED — � -/ I S I �//I � I � I P3 I— ------------ - 11 �� SS - - - �� LANDSCAPE PLANTING PLAN SCALE 1 " = 10' - 0" MAIN EX. STREET TREE GRATE, TO REMAIN AND BE PROTECTED. EX. LP WITH HANGING EX. STREET TREE, TO REMAIN GASKETS TO REMAIN � AND BE PROTECTED. AND BE PROTECTED TREE PROTECTION, ' � TYP. ET � - — � \ " _ a° �5'� °° I: ° ° a °d � ° ' d °. a d d .'° � ° C .. d d . d � .° .. �� ° 'Iz . � ° � .d d. . d' -- ° ° ° ° ,/� 1 X.�LX c� EX. POLE WITH ART &HANGING a G GASKET, TO REMAIN AND BE PROTECTED. �.._i � // ��P�I I �i ° _ I � r\ I � ��I _-I_ �, �--- f= o u n ��ir ace Mon EX. LANDSCAPE TO REMAIN AND BE PROTECTED, TYP. PROTECTION FENCING u � 000 \ � I 0 0 0 `�--1---� 000 000 °°� �O O� O� P1 ,�r�� ,�. e• ' • i '�'`+ J �.,� _�� -i. • • • � � � • • � � i' i :� " i•�■11■III :=is■I�II�IL\\ ��IIT711�I��i�iil■■\III.IIL.II��III�'O ••luu�■��dl■`•�:\� ICI-.��■��■�:��7��■� •I�..�I..�II�.v�l..�ll / � % �L�S! Gi w I��i, ��gh�i,�i� fi��i �i��a75i3=i��i �, � -i"'� '••' i � � � A� '. �� ! �!� !% �I � Y � mnmuninmimm�nmm�unirmnunnnnnurnnnmm�imnnnnmmnnnnm I► �� "tA, � � � �� ,:� �` ' e=ll��' ::I 1 �� O �.: � .•� .---- ----._ ,:.-: Ili_ x, -____-- ... f �;r.•:r•i.•a II I tiff.:......: c..•s::..•.• .•.u•, :i .. �. I � zll � '��II % �11 • � I ;' • II • -_�.� 1�' \IIIIIIIII■ III■11111■I ■ ■ �%�1■■II I\II■■� 1■11�111', �• , � �MM®��®� ■■�I�I I.�1 1�1�1�1�,�1�1�1�1�1�11. < ■11�111 ;.■LII�LA�1.11�1.11� ,:,::��:�;::11.._L.._L._L._II ,_ .,, ..:�,.;_,; r,^��1�1��1■1■�1■1■�1■■ L11.��1/.0�1�� ■1■EMI ■11■�■11■�■11■�■11■■A■Ili■� • •r .:� r 1�11�1�11�1�11�1�11� ■111�11 II■��1■��1■��1■��11 LL1. _I.1._I.1._I.1._I.1..11.1.. PLANTER, TYP. 3 4 D L3.1 D D d ° °.. d d ° d � ° ° a CANOPY ENTRY ENTRY OVERHEAD, REF. ARCH CANOPY OVERHEAD, REF. ARCH TENANT ENTRY PHASE 2 TENANT GRAVEL MULCH &SWORD FERNS ENTRY UNDER STAIRS 5 VINES ON TRELLIS, L3.1 � � REF. ARCH FOR TRELLIS +� 3/4° LOBBY ENTRY ° d ° I I ° ° . � d — ° � `` — a � e `° 4 °. - � ° a 1 � ° d .. . d ° I Y a� G° ° �d ° °� V- ' °. °� d a ,mod' _° ° - - ° d - � - - � d I. a °' a i"I ° ° ° - � d �. d d d I�_ .. laa I d ' ° ° ° ° ; = T ° �� ° � ° ° �� " d. �I I ° ° 5M�M8' �� SS PLANT LIST PROPERTY LINE EX. TREE TO REMAIN AND BE PROTECTED, TYP. ° °� _ d � � . li � d - .° � '°. ° °.. d ° a d � -ai d� ° .. .� � ° ° � CANOPY/STRUCTURE ,� I n II °. _ d ° .. - �r 41 ° d d d ° a ° _ ° q �i � a a . Q Q d .d d .° d � .// d ° iiiiiriii i�iii rill iii ii iiiiinr.i iiiiiuiiu iii _ d � �. \_/ \�8M°58'S � -- --- S_ I 0 10' IIIII II SYM BOTANICAL NAME COMMON NAME SIZE COND. SPACING _ - i -- � - 20' I STREET TREES EX. TREE, TO REMAIN AND BE PROTECTED GINKGO BILOBA 'BLAGON' GOLDSPIRE GINKGO 3" CAL. B&B PER PLAN (APPROVED BY CITY OF EDMONDS ENGINEER 7' BRANCHING HT. JEANIE McCONNELL 4/09/2019) ON -SITE TREES SPECIMEN, DECIDUOUS SPECIMEN B&B PER PLAN SIZE SPECIMEN, CONIFER SPECIMEN B&B PER PLAN SIZE ACER CIRCINATUM VINE MAPLE 1-1 /2" B&B PER PLAN CAL SHRUBS MULTI. BUXUS MICROPHYLLA JAPONICA 'WINTER GEM' 'WINTER GEM' JAPANESE BOXWOOD 5 GAL. CONT. 30" O.C. 0 CORNUS STOLONIFERA 'KELSEYI' 'KELSEYI' RED -OSIER DOGWOOD 1 GAL. CONT. 24" O.C. HYDRANGEA QUERCIFOLIA 'PEE WEE' 'PEE WEE' OAKLEAF HYDRANGEA 1 GAL. CONT. 30" O.C. —ILEX CRENATA JAPANESE HOLLY 5 GAL. CONT. 30" O.C. �J SPIRAEA X BUMALDA 'DENISTAR' SUPERSTAR SPIRAEA 2 GAL. CONT. 30" O.C. `"� PIERIS JAPONICA 'CAVATINE' 'CAVATINE' JAPANESE PIERIS 5 GAL. CONT. 24" O.C. POLYSTICHUM MUNITUM SWORD FERN 1 GAL. CONT. AS SHOWN OVIBURNUM DAVIDII DAVID'S VIBURNUM 5 GAL. CONT. 36" O.C. ESCALLONIA 'FRADESII' (NON -DWARF) ESCALLONIA (NON -DWARF) 5 GAL. CONT. 36" O.C. '� ILEX CRENATA 'SKY PENCIL' SKY PENCIL JAPANESE HOLLY MIN. HT. MUST CONT. 18" O.C. SCREEN GROUNDCOVERS TRANSFORMER ®LIRIOPE SPICATA CREEPING LILYTURF 1 GAL. CONT. 12" O.C. ® DRYOPTERIS ERTHROSORA AUTUMN FERN 1 GAL. CONT. 12" O.C. OPACHYSANDRA TERMINALIS PACHYSANDRA 1 GAL. CONT. 12" O.C. � EPIMEDIUM ALPINUM EPIMEDIUM 1 GAL. CONT. 18" O.C. OPHIOPOGON PLANISCAPUS 'NIGRESCENS' BLACK MONDO GRASS 1 GAL. CONT. REF. DET 3/L3.1 VINES AKEBIA QUINATA FIVELEAF AKEBIA TYPE VLANDSCAPING - 4' W MIN. AT PARKING PER CITY OF EDMONDS CODE 20.13.030, (SHRUBS WITH GROUNDCOVER BETWEEN, SPACING PER BELOW) O50� VIBURNUM DAVIDII DAVID'S VIBURNUM -50� ESCALLONIA'FRADESII' (NON -DWARF) ESCALLONIA (NON -DWARF) ® EPIMEDIUM ALPINUM (BETWEEN SHRUBS, SPACING AT NOTED) EPIMEDIUM GROUNDCOVER LIRIOPE SPICATA CREEPING LILYTURF 1 GAL. CONT. AS SHOWN 5 GAL. CONT. 36" O.C. 5 GAL. CONT. 36" O.C. 1 GAL. CONT. 18" O.C. 1 GAL. CONT. 12" O.C. a ° 4' ° ° MIN. S°S: d' { °. y °: '. I d .. ' 1- 1 STREET TREE L1.1 I PLANTING WITH I � GRATE �J CLEARANCE ZONE FOR � VAULTS, REF. CIVIL/MECH � TYPE V LANDSCAPING AT PARKING, PER CITY OF EDMONDS CODE 20.13.030 ON —GRADE TOPSOIL: l . TOPSOIL: TWO-WAY MIX, AVAILABLE AT PACIFIC TOPSOIL, KENMORE, WA (800)884-7645, OR APPROVED EQUAL. 2. PREPARATION: LOOSEN SUBGRADE SOIL TO MINIMUM DEPTH OF 8 INCHES W/CULTIMULCHER OR SIMILAR EQUIPMENT. REMOVE STONES, GRAVEL, STICKS, ETC. 3. PLACEMENT: TOPSOIL MINIMUM DEPTH 8". SPREAD APPROX. 1 /2 THE THICKNESS OF PLANTING SOIL MIX OVER LOOSENED SUBGRADE. MIX THOROUGHLY INTO TOP 4-INCHES OF SUBGRADE. SPREAD REMAINDER TO MEET REQUIRED GRADES. HOLD 3" BELOW ADJACENT PAVED WALKS, CURBS, AND PLANTER WALLS. TOPSOIL IN PLANTERS: l . TOPSOIL: 'LIGHTWEIGHT SOIL MIX #2', AVAILABLE AT CEDAR GROVE COMPOSTING, MAPLE VALLEY, WA, (877) 764-5748, OR APPROVED EQUAL. 2. PLACEMENT: PER PLANS, FILL PLANTERS TO MEET REQUIRED GRADES, HOLD 3" BELOW TOP OF PLANTER WALLS. COMPACT TOPSOIL TO 85%. MULCH: 1. BARK MULCH: PACIFIC GARDEN MULCH, OR APPROVED EQUAL, AND SHALL BE NO LESS THAN 2 OR MORE THAN 4 YEARS OLD. MINIMUM DEPTH 2". NOTE: l . ALL LANDSCAPED AREAS TO RECEIVE PERMANENT IN -GROUND IRRIGATION. SEE IRRIGATION PLANS. TYPE V LANDSCAPE PER C.O.E. 20.13.030: TYPE V LANDSCAPE PROVIDES VISUAL RELIEF AND SHADE, PROVIDE 17.5' SF LANDSCAPE MIN. PER PARKING SPACE (17.5'X7 SPACES=122.5 SF). EACH AREA MUST CONTAIN 150 SF MIN, 4' IN ANY DIRECTION, 1 TREE 6' HT. MIN, 1.5" CAL MIN., REMAINING AREA TO HAVE PLANT MATERIAL, DECORATIVE MULCH OR UNIT PAVERS. Karen Kiest Landscape Architects 1 1 1 west John street suite 306 Seattle Washington 981 19 206 323 6032 www.kk-la.com F WAS P �o�N S k stio 0 � �1 2 `� U ��2 Z� ^o\�o \� �FQ 8S� EXR 12\ �G� �gNDSCAPE P Permit Set ISSUED: 19.05.08 Permit Set 19.12.17 Correction 1 20.04.10 Correction 2 20.06.17 Correction 3 22.01.31 Display Structure 22.04.12 Permit Revisions Planting Plan 42 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C� C "� �� DECIDUOUS TREE PLANTING SCALE: NTS NOTE: SEE L3.0 FOR PLANT SIZE AND CONDITION. (4) SHRUBS PER PLANTER, SEE PLANS FOR SPECIES (14) OPHIOPOGON PLANISCAPUS `NIGRESCENS' / MONDO GRASS �� 1� �� ■� �� 2 X 8 PLANTER PLANTING LAYOUT @PLANTERS SCALE: 1 " = 1 '= 0" LOOP EACH TIE AROUND TREE AT HALF HEIGHT, PROVIDE 1"SLACK FOR TRUNK GROWTH 'CHAINLOCK' OR EQUAL TREE TIE MATERIAL (1"WIDTH), NAIL OR STAPLE TIE TO STAKE TO HOLD STAKE VERTICAL 2"x2"x8' WOOD STAKE, KEEP CLEAR OF ROOTBALL SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE%2 BURLAP AND ALL STRAPS FROM ROOTBALL MULCH, SEE PLANS FOR TYPE AND DEPTH FINISH GRADE PLANTING SOIL, SEE PLANS FOR TYPE AND DEPTH ROUGHEN SIDES OF PLANTING HOLE COMPACTED SUBGRADE PLANTER, SEE MATERIALS LIST Ll .0, AND PLANS N �_ Z _ OR LIGHT WEIGHT PLANTING SOIL MIX � �� (ON STRUCTURE CONDITION) NATIVE SOIL OR PLANTER 2 SHRUB & GROUNDCOVER PLANTING SCALE: NTS EDGE OF GROUNDCOVER AREA/ WALK EDGE DISTANCE FROM EDGE IS 1 /2 THE SPECIFIED O.C. SPACING ROW PLANT CENTER TRI-SPACE, AT SPECIFIED O.C. DISTANCE -EQUIDISTANT NOTES l . BARK MULCH SHOULD NOT COME IN CONTACT WITH TREE TRUNKS OR SHRUB BRANCHES &STEMS. 2. SCARIFY EDGES OF ALL PLANTING PITS TO ENCOURAGE WATER PERCOLATION AND ROOT PENETRATION. 2" DEPTH MIN. MULCH, EXCEPT AT GREEN ROOD ROOTBALL AMENDED TOPSOIL (ON GRADE CONDITION) WALL OR FENCE �„ TRAIN VINE AGAINST 2" DEPTH MULCH ADJACENT SUPPORT. PROVIDE STAKE &VINE TIE, TYP. PLANTING SOIL ii� ��;. I I III III III I ��'�.- �.� �,-' MANUF. PLANTER -SOIL DEPTH SCALE: NTS °il■ VINE PLANTING SCALE: NTS PLANT VINE AT THE SAME LEVEL AS GROWN IN NURSERY MULCH, TAPER TO AVOID CONTACT W/ STEM ADJACENT PAVING ROOT BALL REMOVE ALL BINDINGS FROM TRUNK/STEM NATIVE SOIL AND SUBGRADE Karen Kiest Landscape Architects 1 1 1 west John street suite 306 Seattle Washington 981 19 206 323 6032 www.kk-la.com F WAS P �o�N S k stio 0 � �1 2 `� U �� o ^o\�o \� �FQ 8S� EXR 12\P�G� �gNDSCAPE Permit Set ISSUED: 19.05.08 Permit Set 19.12.17 Correction 1 20.04.10 Correction 2 20.06.17 Correction 3 22.01.31 Display Structure 22.04.12 Permit Revisions Planting Details E a22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT