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APPROVED BLD2021-0301+Plumbing_Plan+2.25.2021_9.18.19_AM+2063642i SD _SS_ -SS---- -------- --- 550 MAIN STREET EDMONDS, WASHINGTON 98020 I Ln I I Davton Street (o) N 20 0 10 20 40 Scale 1"=20' w —SD_ w PROJECT INFORMATION SITE ADDRESS: 550 MAIN STREET EDMONDS, WASHINGTON 98020 PARCEL NUMBER: 004342-120-015-00 AND 004342-120-017-00 (BEING COMBINED UNDER SEPARATE APPLICATION) LEGAL DESCRIPTION: LOTS 15 AND 16, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AND; LOTS 17, 18, 19 AND 20, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. COMBINED LOT SIZE: 19,791 SF BLDG SO FT PER FLR: WEST BUILDING: LOWER FLR 874 SF, MAIN LEVEL 6,573 SF, UPPER LEVEL 2,060 SF = 9,507 SF TOTAL EAST BUILDING: MAIN LEVEL 3,173 SF, UPPER LEVEL 2,523 SF = 5,660 SF TOTAL BUILDING LOT COVERAGE: WEST BUILDING: 7,464 SF EAST BUILDING: 3,668 SF TOTAL: 11,132 SF OR 56.25% OF 19,791 SF LOT SCOPE OF WORK: PHASE 1 INCLUDES WEST BUILDING: RENOVATION OF (E) STRUCTURE, CHANGE OF USE FROM RETAIL (M) TO ASSEMBLY (A-2). (E) BASEMENT STORAGE AREA (S-1) TO REMAIN. EXTERIOR ALTERATIONS TO EXISTING BUILDING TO DEMOLISH (E) ENTRY & ROOFTOP PARAPETS, ADD 2 NEW ENTRIES. INTERIOR ALTERATIONS INCLUDE DEMOLISHING (E) MEZZANINE LEVEL & MOST INTERIOR PARTITIONS, ADD NEW 2ND LEVEL FLOOR & DORMER. ALL EXTERIOR DOORS & WINDOWS ARE TO BE REPLACED. A NEW PEDESTRIAN PLAZA IS CREATED WITH LANDSCAPING & ART PANEL WITH STAGE. PHASE 2 INCLUDES NEW 2—STORY EAST BUILDING, COMPLETION OF PEDESTRIAN ART ALLEY & ART PANELS. DEFERRED SUBMITTALS NOT INCLUDED IN THIS APPLICATION: FINAL TENANT IMPROVEMENTS, PLUMBING, HVAC, ELECTRICAL, COMMERCIAL HOOD/HOOD FIRE SUPPRESSION, FIRE ALARM SYSTEM, AUTOMATIC SPRINKLER SYSTEM DESCRIPTION OF PROPOSED BUSINESS: TO BE DEFERRED UNTIL APPLICATION FOR FINAL TENANT IMPROVEMENT ZONING: BD1 UTILITY PROVIDERS SNOHOMISH COUNTY PUD COMCAST: PUBLIC UTILITY DSITRICT #1 CONTACT: JOHN WARRICK CONTACT: MARY McALLISTER (425) 263-5328 670-3216 CONFIRMATION #: 91462 C(425) IRMATION # 550 MAIN ST ED 0 CITY OF EDMONDS PUGET SOUND ENERGY: (WATER, SEWER AND STORMWATER): CONTACT: KEVIN WILLIAMS CONTACT: (425) 771-0220 1 —888-321 —7779 CONFIRMATION #: NOT APPLICABLE CONFIRMATION #:508639968 FRONTIER: CONTACT: JEREMY FALLT (425) 263-4024 CONFIRMATION #: NOT APPLICABLE PROJECT TEAM OWNER: MIKE MCMURRAY, SEATTLE—SNOHOMISH MILL COMPANY, INC. 533 5TH AVE S EDMONDS, WA 98020 GECK08080©GMAIL.COM (425) 263-2474 ARCHITECT & CONTACT PERSON: DAVID DIMARCO, DIMARCO ARCHITECTURE 1319 E HOWELL STREET SEATTLE, WA 98122 ARCH ITECT@ICLOUD.COM (206) 355-6795 BUILDING ENVELOPE ENGINEER: TELMAN GASANOV, BUILDING ENVELOPE ENGINEERING 170 W DAYTON STREET, SUITE 206 EDMONDS, WA 98020 TELMAN©BEE—ENGINEERS.COM (425) 672-3900 CIVIL ENGINEER: LAURIE PFARR, LPD ENGINEERING LLC 1932 FIRST AVE, SUITE 201 SEATTLE, WA 98101 LAURIEP©LPDENGINEERING.COM (206) 725-1211 GEOTECHNICAL ENGINEER: SIEW TAN, PAN GEO INCORPORATED 3213 EASTLAKE AVE E, SUITE B SEATTLE, WA 98102 STAN©PANGEOINC.COM (206) 262-0370 LANDSCAPE ARCHITECT: KAREN KIEST, KAREN KIEST LANDSCAPE ARCHITECTS 111 WEST JOHN ST, SUITE 306 SEATTLE, WA 98119 KKIEST@KK—LA.COM (206) 323-6032 MECHANICAL ENGINEER: NATHAN BYERS, SIDER + BYERS 192 NICKERSON ST, SUITE 300 SEATTLE, WA 98109 NATHAN©SIDERBYERS.COM (206) 285-2966 STRUCTURAL ENGINEER: DAN FENTON, QUANTUM CONSULTING ENGINEERS 1511 3RD AVENUE #323 SEATTLE, WA 98101 DFENTON©QUANTUMCE.COM (206) 957-3903 CONTRACTOR: SEAN GIUDICE, BUILD LOVE GLOBAL LLC 6502 26TH AVENUE NW SEATTLE, WA 98177 SEANGIUDICE@GMAIL.COM (206) 579-1575 WA STATE LICENSE #BUILDLG684KO SURVEYOR: BRENT EBLE EMERALD LAND SURVEYING INC 14407 63RD DRIVE SE SNOHOMISH WA 98296 425-359-7198 VICINITY MAP NOT TO SCALE n'taplewoad �� � Park 'IlFdiivond a a - � Corttm,a�ti r�lNs-5r CAs�r+sst F Mx lewovd Parent :M-A5W College :su PROJECT SITE WAhadlUt CnUroh p p� �aza,t3w N ` o Cooperative a vlwlN M r w Sra=K u'� u THE BOWL y 16 :1 a £ g Oily of Lynnwood SS ° nl'din= OF EDMONDS '_ ,'p:nnsrsw v tAufrlci al Gulf Course 5 7o7ndnl.lt K x r K CA115 (Y� FdnnOnzs loftier � S n 441rJS1S� Kin S[on% F4rtt1 rfS IRMOfudge y dads- 9 es+rr 1ih 5;4 .an Bracket's u .., } Pi rk Phirl 5t , Landing North � CIMIC Center 'dl�:rt R�vlrrs>a [1�iru:t C+�s„1 RnrV 5 Crt F#rn'�n i Ptayfield "�' ° ` %unwr5r ;� tnsln�l sw College Place $GiJti4 [}r1'7$iUl} a Piu�.i�~i�Ige �optnstsvr Middle School Edrnand's �{in stan �` Pr �arrr Ferry Z 1: Booth g x l,inrrcd 45ta%- / y Postal Service a"t Edmonds SSG M8I11 sheet * E? r ,71r. ;;- ---� Maim=tom■ _.r' 21J $m 51 aw wp,�.o„I a�rtr, HAUL ROUTE HAUL ROUTE sw � �' %%�A LY.T• � � > � LAC/ y, ilarbuiSquare t rs�w�' uaprc5 �-,y \\ yost �'r's:,l �o' GeCfe LadrOEurriort a1P ' ,arl sl 5'k OJ } AthteticCluh ,,. � i{IGH sl Aidi %t Awli =r r.. 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SHEET TITLE CO.1 COVER C1.0 TESC AND DEMOLITION C1.1 TESC AND DEMOLITION DETAILS C2.0 GRADING AND DRAINAGE C2.1 GRADING AND DRAINAGE DETAILS C2.2 GRADING AND DRAINAGE DETAILS C2.3 GRADING AND DRAINAGE DETAILS C3.0 UTILITIES AND PAVING C3.1 UTILITY CROSSINGS C3.2 UTILITIES AND PAVING DETAILS C3.3 UTILITIES AND PAVING DETAILS C4.0 TRAFFIC CONTROL Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISI❑N DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icioud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave Suite 201 Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 ngineering pIIc www.lpdengineering.c Permit Set ISSUED: 2020.07.17 COVER col PLAN NOTES DOOR JAMB FRAMING ADJACENT TO PERPENDICULAR WALLS IS( DOUBLE STUD (3") UNLESS OTHERWISE NOTED. DOORS & WINDOWS All door rough openings are noted as 2" above unit height. All window rough openings are noted as 1/2" above unit height. Verify with unit manufacturers that this is consistent with their products. RAINSCREEN All cladding shall be installed as a rainscreen. Refer to detail drawings for more information. INSULATION At exterior wood stud walls (west building), cavity insulation shall be R-21 batts. At exterior steel stud walls (east building), cavity insulation shall be R-13 batts. At interior walls, cavity insulation shall be acoustic batts. Refer to detail drawings for more information. Batt insulation provided at unvented roofs is required to be installed directly under the roof sheathing. Additionally, no interior vapor retarders are permitted to be installed on the ceiling side of the unvented attic assembly. 2603.3 SURFACE BURNING CHARACTERISTICS Foam plastic insulation and foam plastic cores of manufactured assemblies shall have a flame spread index of not more than 75 and a smoke -developed index of not more than 450 where tested in the maximum thickness intended for use in accordance with ASTM E84 or UL 723. Loose fill -type foam plastic insulation shall be tested as board stock for the flame spread and smoke - developed indexes. FIRE -RATED ASSEMBLIES CMU Wall (Reference IBC Table 721.1(2) item #3-1.1): An 8" thick concrete masonry unit wall is adequate to provide a 1- hour fire rating. Refer to 7/AO.2 for listings of fire -rated assemblies according to the Gypsum Association Fire Resistance Design Manual (GAFRDM) Structural plywood sheathing may be added per GAFRDM General Explanatory Note #25 Refer to structural drawings to confirm structural sheathing locations. Some portions of interior walls call for structural sheathing. Some walls call for two layers of structural sheathing. In walls requiring layers of structural sheathing, lengthen required fasteners accordingly per GAFRDM General Explanatory Note #25 Stud bays in framed fire -rated walls may be insulated or uninsulated per GAFRDM General Explanatory Note #11 Larger framing members may be substituted per GAFRDM General Explanatory Note #18 �1;1��;1�t1�►�1[�P► — Fire alarm is required. — Class 1 hood to be integrated with fire alarm. — Permits for fire alarm, class 1 hood, and fire sprinklers to be obtained separately. — Both West & East Buildings have automatic sprinkler systems that comply with NFPA 13 and IBC 903.3.3.1. I I I I I 5 I I rA I � I M Q I I I I I I I I — — — I I I I I I I ARCHED ROOF ASSEMBLY (N) STANDING SEAM METAL ROOFING 01 NEW SINGLE MEMBRANE ROOFING 01 CLASS -A RATED ROOFING LAYER NEW FLAT ROOF ASSEMBLY 1/2" PLYWOOD DECK 01 © SLEEPERS NEW SINGLE MEMBRANE ROOFING 01 - - - - NEW 2X8 EPERS WI - - - - TAPERED RIGID INSUL 4" MIN. (R-20 MIN.) 1"RIGID INSUL 8(R=38 MIN.) 01 - CLASS ARATED ROOFING LAYER NEW 1/2" PLYWOOD DECKING 01 314" PLYWOOD DECK 01 - 11-7/8" TJI JOIST FRAMINGWI EXISTING 3X CAR DECK 01 01 BATT INSUL WITHIN BAYS (R=30) 01 - EXISTING GLULAM BEAMS 5/8" PTD GWB (ROOF RADIUS IS 68') 6 ROOF DRAINS A.wb.5.2 - - — - - - - - 2 SEPARATE DRAIN LINES, TYP llF` AT NORTHWEST & SOUTHEAST ROOF CORNERS 1 LXi A.wb.4.1 I I i I I D _ S1.0)E1/ o OQE L12" - I - - - - - ELEVATOR TOWER TO DRAIN G9� TO DRAIN M NEW SINGLE MEMBRANE ROOFING 0/ 31„ 4 " TAPERED RIGID INSUL 7" MIN. (R-38 MIN.) CLASS -A RATED ROOFING LAYER 1/2" PLYWOOD DECK 0/ 2 IZ FRAMING A.wb.4.1 A.wb.4.1 ❑ 2 LAYERS 5/8" TYPE X GWB o to1-1t:iro HVAC UNIT RTU-1 ON PROPRIETARY o CURB, SEE STRUCT. FOR LOAD - - NA 1-112" STEEL PIPER Imo' TAL J E - - CAPACITIES, SEE MEP DRAWINGS - - - - --- GUARD - 02 ALONG NORTH, WE - -- �� OF THE HVAC EQUIPMENT; CLEARANCE 30" NEW FLAT ROOF ASSEMBLY aQ MIN. I GUARD DESIGN SHALL NOT PERMIT A SPHERE OF 21" IN DIA. TO PASS. NEW SINGLE MEMBRANE ROOFING 01 0 RIDGE RIDGE TAPERED RIGID INSUL 7" MIN. (R-38 MIN.) LINE LINE 1/2" PLYWOOD DECK HVAC UNIT RTU-2 ON PROPRIETAR CLASS -A RATED ROOFING LAYER 0/ o CURB, SEE STRUCT. FOR LOAD 2X CAR DECKING 0/ i - CAPACITIES, SEE MEP DRAWI GS MECHANICAL EQUIPMENT ACCESS GLB PURLINS ON STEEL BEAMS 3'- '-9" '-O" �I F , - WALKABLE ROOF MEMBRANE 0/ _ a �ROOF ASSEMBLY ROOF ACCESS HATCH M 3' 0" W/ WALL MOUNTED LADDER 4'-0" ^' SLOPE 1/4":12" ROOF DRAINS - — — — — — -W-00 2 SEPARATE DRAIN LINES, TYP f0 DRAIN — — — — — SLOPE 1/4"1:12" — — _ NON -POLLUTION GENERATING ROOF AT NORTHWEST & SOUTHEAST TO DRAIN ALL METALS SHALL BE TREATED TO ROOF CORNERS PREVENT LEACHING, ALL MECHANICAL - - - - 5�-0" - - - 1 - - EQUIPMENT SHALL INCLUDE INTERNAL - - - - SPILL CONTAINMENT. 5 o IZ A.wb.5.3 4 J53 Q m LS7 � D � W z~ N Qoo I I I I aZ O O Z �Z - - - - - I _ I I I I I I I W 3 A.wb.4.2 J�_ - - - - - - - - - ---------- 7 1 N N 1 Ln Q M V r+ Roof Level SCALE:1/8" = 1'-0" I Q I I I I I I U 5 F1 n 1 1C;'' A.wb.4.1 - 1- - fl- -A C.2 All A.eb.4.4 9 —-— — — NORTHWEST SCUPPER POWDERCOATED SCUPPER SET WITHIN 2" FROM FINISHED ROOF PLANE ,I O A.eb.4.5 5 A.wb.5.3 3 A.wb.4.2 H Skylight & Roof Hatch Schedule ID Building Oty Unit Size W x H Type Total SF Tempered Fire Egress Notes 10 11 12 13 I I I I I I I v I N V N L9 a I Q I Q I I NORTHWEST ROOF SECTION ROOF DRAINAGE - — - - A.1 PER 2018 UPC, APPENDIX D, TABLE D 101.1, PAGE 308 SEATTLE AREA GETS 1-INCH OF RAIN PER HOUR, 0.010 GALLONS PER MINUTE PER SQUARE FOOT. PER TABLE 1103.1 VERTICAL DRAIN PIPE IS 2" DIAMETER. PARAPET OVERFLOW SCUPPERS (7-5/8" W X 4-3/8" T) ARE PROVIDED PER 1101.12.2.1. _ O \ NEW FLAT ROOF ASSEMBLY \ NEW SINGLE MEMBRANE ROOFING 01 \\ TAPERED RIGID INSULT" MIN. (R-38 MIN.) CLASS -A RATED ROOFING LAYER \\ 1/2" PLYWOOD DECK \loiOF 2X CAR DECKING 01 GLB PURLINS ON STEEL BEAMS . moo ROOF AREA (SE 1/2) ROOF AREA (NW 112) A:1,253.11sgft A:1,253.77 sq ft loo MECHANICAL EQUIPMENT ACCESS WALKABLE ROOF MEMBRANE 0/ ROOF ASSEMBLY \ - - - 3'-0" X 4'-0" ROOF ACCESS HATCH W/ WALL MOUNTED LADDER \ VALLE V LINE N = o PURSUANT OF IBC 2603.6, FOAM PLASTIC INSULATION MEETING THE REQUIREMENTS OF IBC SECTIONS 2603.2 AND 2603.4 SHALL BE PERMITTED AS PART OF A ROOF -COVERING ASSEMBLY, PROVIDED THE ASSEMBLY WITH THE FOAM PLASTIC I INSULATION IS A CLASS A, B OR C ROOFING ASSEMBLY WHERE TESTED IN ACCORDANCE WITH ASTM E108 OR UL 790. I � I d N Q I I I I I I I I I I I I I I I I I I I I 10 I I I I I I 11 ELEVATOR TOWER NEW SINGLE MEMBRANE ROOFING O/ TAPERED RIGID INSUL 7" MIN. (R-38 MIN.) 1/2" PLYWOOD DECK 0/ FRAMING 2 LAYERS 5/8" TYPE X GWB Q Ln I I I I I I I I I I I 12 13 NON -POLLUTION GENERATING ROOF ALL METALS SHALL BE TREATED TO PREVENT LEACHING, ALL MECHANICAL EQUIPMENT SHALL INCLUDE INTERNAL SPILL CONTAINMENT. ,A A.eb.4.4 SOUTHEAST ROOF SECTION ROOF DRAINAGE PER 2018 UPC, APPENDIX D, TABLE D 101.1, PAGE 308 SEATTLE AREA GETS 1-INCH OF RAIN PER HOUR, 0.010 GALLONS PER MINUTE PER SQUARE FOOT. PER TABLE 1103.1 VERTICAL DRAIN PIPE IS 2" DIAMETER. PARAPET OVERFLOW SCUPPERS (7-5/8" W X 4-3/8" T) ARE PROVIDED PER 1101.12.2.1. -11A A.eb.4.5 SOUTHEAST SCUPPER THROUGH PARAPET CUSTOM POWDERCOATED SCUPPER SET WITHIN 2" FROM FINISHED ROOF PLANE 01 Wa ll Types ID building desc assembly Cladding per WALL A West Existing Block Wall elevations; Air Space; WRB; CMU Cladding per elevations; Typical Unrated Rainscreen Gap; WRB; WALL B West New Exterior Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board Cladding per elevations; Rainscreen Gap; WRB; WALL C West New 1-Hour Exterior Wall 1/2"(nom) Plywood (GA File #WP 8105) Shtg; 5/8 Type X GWB; 2x6 Wd Studs w/ Insul; 5/8" Type X GWB Cladding per elevations; Rainscreen Gap; WRB; WALL D ' West New Unrated Exterior Wall 1/2"(nom) Plywood w/ Rigid Insul Shtg; 2x6 Wd Studs w/ Insul;1-1/2" R-9.5 Rigid Insulation; 5/8" Gypsum Board 518" Type X GWB; 2x6 1-Hour Furring Wall Wd'tudsw/ Insul; WALL E West New (GA File #WP 8136) 1/2 nom)Plywood 5/8" Type X GWB; 5/8" Type X GWB; 2x8 1-Hour Furring Wall Wd'tudsw/ insul; WALL F West New (GA File #WP 8136) 1/2 nom)Plywood Shtg; 5/8" Type X GWB 5/8" Gypsum Board; WALL G West & East New Typical Interior Wall 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board WALL H West & New 1-Hour Interior Wall 5/8" Type X GWB; 2x6 Wd Studs w/ Insul; East (GA File #WP 8136) 5/8 Type X GWB 3-5/8" Brick;1-3/8" Air Space; 2" R-10 Rigid Insulation; WALL I East New Brick Veneer Wall 1/2"(nom) Plywood Shtg; 3x6 Wd Studs w/ insul copy; 5/8" Gypsum Board 10110-1 MEH Cladding per elevations ; 2" R-10 Rigid Insulation; WALL J East New Bay Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board WALL TYPE NOTES 1. Omit cavity insulation in locations shown on floor plans. 2. See plan notes aong side of sheet for more information. DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect#icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture REVISION #1- 01.16.2020 REVISION #2 - 4.17.2020 RECaISTE3i t3 WE avid J. DiM H STATE OF WANir. Permit Set ISSUED: Proposed Roof Plan A2 07 Printed: 4/16/20 NOTES: 1. FRAMING PER STRUCT 2. ROOFING INSTALL & TERMINATION PER ROOFING MFR. PROTECTED RIGID ROOF PAVERS ON EXTERIOR MEMBRANE INSULATION VAPOR PEDESTALS BARRIER BED OF SEALANT-1 1 BE400 (TYPICAL) SECTION: DRAIN W/ OVERFLOW @ DECK SCALE: NTS ©COPYRIGHT BEE CONSULTING GASKETED FASTENER W/ CLEAT ® 24"O.C. SIDING PER ELEVATION HORIZONTAL FURRING ON SHIMS RIGID INSULATION LIQUID W.R.B. 11 REF.ARCH 10/A.eb.5.4 3%":12"SLOPE MIN. 4" MIN SECTION: PARAPET CAP @ TERRACE BE400 SCALE: NTS © COPYRIGHT BEE CONSULTING SIDING PER ELEVATION RIGID INSULATION LIQUID W.R.B. SPRAY FOAM INSULATION ROOF VAPOR BARRIER R20 MIN RIGID INSULATION 16 REF.ARCH 9/A.eb.5.4 SECTION: PARAPET @ TERRACE BE400 DRAIN IS METAL, R30 MIN AROUND PIPE PENETRATION & CONTINUE 3' AROUND ROUGH OPENING 22ga METAL COPING W/ HEMMED DRIP EDGES & STANDING SEAMS GASKETED FASTENER W/ SPACER S.A.M. HT LIQUID W.R.B. FURRING SIDING PER ELEVATION PAVERS ON PEDESTAL SCALE: NTS ©COPYRIGHT BEE CONSULTING NOTES: 1. FRAMING PER ARCHITECT 2. KNIFE PLATE ATTACHMENT PER STRUCTURAL 3. INSTALL ROD & SEALANT-1 WHERE KNIFE PLATE PENETRATES SIDING PROTECTION BOARD LIQUID APPLIED FLASHING* r VTrnl^n KNIFE PLATE WATERPROOFING PER DETAIL 12/BE300 DECK PER STRUCTURAL WITH ADHESIVE CONNECTION SIDING PER ELEVATION %"MIN UPSTAND EXTENDING Y2"MIN ABOVE BOTTOM EDGE OF THRESHOLD LIQUID W.R.B. 5 (TYPICAL) DETAIL MEMBRANE SILL PAN BE400 SCALE: NTS ©COPYRIGHT BEE CONSULTING BUILDING ENVELOPE ENGINEERING B.E.E. CONSULTING, LLC. PH: (425) 672 3900 170 W. DAYTON, SUITE 206 FAX: (425) 712 8608 EDMONDS, WA 98020 W U NOTES: EXTERIOR INTERIOR NOTES: z 1. FRAMING PER ARCH. 1. FRAMING PER ARCH. 2. FRAMING AND SHEATHING AT PARAPET DOOR PER SCHEDULE 2. FRAMING AND SHEATHING AT PARAPET TO BE PRESSURE TREATED. TO BE PRESSURE TREATED. 3. *EMBED L—ANGLE IN SEALANT-2 SHIM COMPRESSIVE FOAM 3. *EMBED L—ANGLE IN SEALANT-2 0 4_j 4. MEMBRANE INSTALL AND TERMINATE 4. MEMBRANE INSTALL AND TERMINATE n\ PER MFR RECOMMENDATION. L—ANGLE* PER MFR RECOMMENDATION. VJ PAVERS ON PEDESTALS }+ DETAIL MEMBRANE SEE DETAIL 5/BE400 FOR ADDITIONAL DIMENSIONS PROTECTION BOARD/41 O PROTECTED MEMBRANE I E I ROOF VAPOR BARRIER I W CD' n ' ' W I r ' R20 MIN RIGID INSULATION I W --------------------U V / I v VENT CELLS ® EVERY OTHER ;I HEAD JOINT --------------- z LIQUID APPLIED FLASHING BRICK VENEER I I AIRSPACE RIGID INSULATION SCALE: NITS ©COPYRIGHT BEE CONSULTING BRICK VENEER AIRSPACE RIGID INSULATION N LIQUID W.R.B. S.A.M. TWF PROTECTED MEMBRANE VENT CELLS ® EVERY OTHER BASE JOINT JE LS PAVERS ON PEDESTALS PROTECTION BOARD ROOF VAPOR BARRIER R20 MIN RIGID INSULATION 18 SECTION: TERRACE OVER INTERIOR REF.ARCH BE400 1/A.eb.4.5 NOTES: 1. FRAMING PER ARCH. 2. FRAMING AND SHEATHING AT PARAPET TO BE PRESSURE TREATED. 3. MEMBRANE INSTALL AND TERMINATE PER MFR RECOMMENDATION. SCALE: NTS ©COPYRIGHT BEE CONSULTING NOTES: 1. FRAMING PER ARCH. 2. FRAMING AND SHEATHING AT PARAPET TO BE PRESSURE TREATED. 3. MEMBRANE INSTALL AND TERMINATE PER MFR RECOMMENDATION. DATE DESCRIPTION 04.19.2019 75% CD SET 12.06.2019 PERMIT SET PHASE: PERMIT SET BEE PROJECT #: 1810-1004 P.E.: Chad Smith P.M.: Telman Gasanov ENERGY: Telman Gasanov DRAFTER: Katsiaryna Bautista ©COPYRIGHT BEE CONSULTING THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ON SITE CONDITIONS GOVERN. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. SHEET NAME: DECK & ABOVE GRADE DETAILS SHEET NUMBER BE400 SCALE: NTS © COPYRIGHT BEE CONSULTING SCALE: NTS © COPYRIGHT BEE CONSULTING SCALE: NTS © COPYRIGHT BEE CONSULTING