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18520 67th Ave Ne_BLD974_2026
0 • • DESIGN TECHNOLOGY PEOPLE 12503 Bel-Red Road,Suite 101 Bellevue,WA 98005 p 425 646 1818 f 425 646 4141 SMOKEY POINT PRODUCTIONS ARLINGTON, WA GROW FACILITY Arlington, WA . . . . . . . . . . . . . . . . . . . . 18520 67th Ave NE 1 04 12 2016 PERMIT SUBMITTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ISSUE NO. DATE f1EN . . . . . . . . . . . . . . . . . . . . . . . . . Arlington, WA 98223 PROFESSIONAL STAMP 71 REGISTERED Brown ARCHITECT 2016.04.1 RAN ALL LEE BROWN STATE OF WASHINGTON 2 11 :37:54 -071001 PROJECT INFORMATION GROW FACILITY BUILDING 1 FABRICATION SHOP CITYOFARLINGTON 18520 67th Ave NE BUILDING DEPARTMENT Arlington, WA 98223 APPR VED DA ZSHEET INFORMATION NDcloANIMAu>rroRIzED UNLE89 APPROVED BY THB a BUILDING INSPECTOR F aEu:nsE FOR: PERMIT SUBMITTAL g mu: COVER OFFICE COPY ISSUED FOR PERMIT SUBMITTAL RESIGNED BY D P D REVIEWED BY: MPROVED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �- Received wE: oz ze 16 SNEEr No: APR 15 2016 PROJECT No: 201601.01.001 a 3 0zme avNtNceiaPuc ABBREVIATIONS CODE INFORMATION INDEX OF DRAWINGS < ANGLE CI CAST IRON OR ENCLOSED OIL GLASSOR GLAZING IT LIGHT PNT PAINT SO SOAP DISPENSER OR TOP TOP OF PAVEMENT 2012 IBC L CL C NLR LINE CJT CONTROL JOINT EWC ELECTRIC WATER COOLER GLBM GU_-IA,V.BEAh1 I ARCRIf ECTURA .WC LIGHT WEIGHT CONCRETE POE POLISH STORM DRAIN TOS TOP OF STEEL � IYN �� '� PLLC r CHANNEL CLG CEILING EQ EQUAL GC GENERAL CONTRACTOR VAS MASONRY PR PAIR SECT SECTION TOSL TOP OF SLAB Code Edition:2012 IBC,2012 IFC,2012 IMC,2012 UPC,2012 WSEC(WAC 51-11), _ COVER A JIAMETHR OR ROUND CJ CONSTRUCTION JOINT EQPT EQUIPMENT EMERGENCY GND GROUND MAIL IRATL:41Ai_ PRCST PRECAST SF SQUARE FEET TOW TOP OF WALL ICC/ANSI A117 1-2009;WASHINGTON STATE AMENDMENTS TO THE ABOVE T1.1 GENERAL INFORMATION 1j NJVBER OR POUND CLK CAULKING ShON=R/ GW8 GYPSUM WALL BOARD MAX MAXIMUM PSF POUNDS PER SQUARE SHE SHEET TPD TOILET PAPER (WAC 51-50,WAC 51-52,WAC 51-54,WAC 51-56,WAC 51-57,WAC A1.1 SITE PLAN PENNY BIER C!_AR ESEW .YE VASH GYP GYPSUM ME MACHINE BOLT FOOT SHTG SHEATIING DISPENSER 296-46B). A2.1 OVERALL FLOOR PLAN PE - L RPENDICULAR CMU CONCRETE MASONRY EST ES.MATE HE HOSP BIB MOO VEDIUM DENSITY PSI POUNDS PER SQUARE SIG SOLAR INSULATED TPH TOILET PAPER HOLDER A2.2 TYPICAL CRN,'ROOM PLAN;RSTROOM ADDITION PLAN • • - R PLATE UNIT EXH EXHAUST HBD HARD BOARD OVERLAY INCH GLAZING TPTN TOILET PARTITION Scope of Construct a 1,301 square foot one story addition to an exscin9 p3.1 SCI"CU_ES,WP�I.YP�S,OPENING DETAILS AS ANCHOR BOLT CNTR COJNTFR Work: 66,910**square f t t m en.frcrr building,as I as a EX EXPANSION HC HOLLOW CORE OR MDF FBERB DENSITY PT PRESSURE TREATED SIM SIMILAR TS TUBULAR STEEL A41 r-`lATIONS TECHNOLOGY&PEOPLE AC ACO I ARCHITECTURE,DESIGN USTICAL OR ASPHALT CO CLEANOGT EXST EXISTING HANDICAP IBER3GARD PTD PAPER TOWEL SK S!NK N TELEVISION tenant imp na he k build y. The pip 'the CONCRETE COL COLUMN EXP EXPOSED HO LAND DRYER MECH MECHANICAL DISPENSER SLR SEALER TYP TYPICAL 65'000 squ of r-:c:n°achy wiL be ng pdImrs gr the A43 BUILDING SECTION,ADDITION D=TAILS A/C AIR CONOBIONING GONG CONCRETE EXT EXTERIOR HOP HEADER MEMB MEMBRANE Pi R PAPER TOWEL SND SANITARY NAPKIN UL UNDERWRITERS addition wit add,o acd support the office node,totaling 3211 square A5.1 INTERIJR EIEVAFAN CEILING DETAILS ACP ACOUSTICAL PANEL CONN CONNECTION / feet of off" All aresent non-structural walls and r t: isice the A6.1 REFLECi�O CEI IVG°TANS FA FIRE ALARM HDWD HARD WOOD MTL METAL DISPENSER AND DISPENSR LABORATORY feetc "cut ucl facility will be demolished. The f !flee will A6.2 TYPICAL GROJr ROOM REFLECTED CEILING PLAN ACT ACOUSTICAL TILE GO CONSTRUCHON FB FAT BAR HOWE HARCWARE MEZZ MEZZANINE RECEPTABLE SNR SANITARY NAPKIN UON UNLESS OTHERWISEexisting 9 y g ADD ADDITIVE CONT CONTINUOUS FBD FI3-R BOARD HIM HOLLOW METAL MFR MANUFACTURER PTA PARTITION RECEPTACLE NOTED not be disturbed 12503 Bel-Red Road,Suite 101 ADH ADHESIVE CORR CORRIDOR FBO FURNISHED BY OTHERS HORIZ FORIZONTAL MH MAN b,O�E PTR PAPER TOWEL FINE SEALANT UR URINAL B@IIE?VUe,WA 98005 ADJ ADJACENT CPT CARPET FCIC FURNIS.HEJ BY HR HOUR MIN MIN,MJM RECEPTABLE SPEC SPECIFICATION VAR VARIES The modifications to the existing building leave the sti end structure PROJECT.INFORMATION 425 646 1818 f 425 646 4141 ADJT ADJUSTABLE CT CERAMIC TILE CONTRACTOR INSTALLED HT HE�GHT MIR MIRROR PVC POLYVINYL CHLORIDE SPGL SPANDREL GLASS VCT VINYL.COMPOSITION TILE intact except for(6)new openings for(3)new man dao s,(2)new P ARE ABOVE FINISH FLOOR CTR CENTER BY CONTRACTOR HTG HLATING MISC MCCLIANEOJS PVM? PAVz VENT SO SQUARE VENT V-NTUATOR grade access doors,and(1)opening for access is the ada{br All AGG AGGREGATE CTSK COUNTER SINK FCTY FACTORY HVAC HEATING/VENTILIATION/ MO VASONRY OPENING QT QUARRY TILE SS SOLID SURFACING VERT VERTICAL existing doors(except for office access)will be blocked,and signs PROJECT SCOPE: TENANT IMPROVEMENT&SMALL ADDITIONI. AL ALUMINUM CY CUBIC YARD FD FLOOR DRAIN APR CONDITIONING MTD MOUNTED R RISER SST STAINLESS STEEL VEST VESTIBULE affixed to the exterior to notify the fire department that they are !, ALT ALTERNATE D DEEP,DEPTH FDN FOUNDATION HWH HO?WATER HEATER IAULL MULLION RA RETURN AIR SSK SERVICE SINK VNR VENEER b:ockea. .PROJECT ADDRESS: 18520 91TH AVE NE AP ACCESS PANEL DBL DOUBLE RE FIRE EXTINGUSHER ID INSIDE'JAVETER/ N NORTH RAD RADIUS STA STATION VR VAPOR RETARDER ARLINGCON,'CIA 98223 APPROX APPROXIMATE DEPT DEPARTMENT FEC. FIRE EXTUGUSII-R DIVERSION HIC NOT IN CONTRACT RB RESILIENT BASE STC SOUND TRANSMISSION VWC VINYL WALL COVERING The addition will be constructed of light gage metal framing and a ARCH ARCHI'ECTURAL LET DETAIL CABINET IG INSULATED GLASS NO/# NUMBER R&S ROD&SHELF CLASS W WEST metal roof deck over metal joists.The top plate at the West end of BUILDING OWNER SMOKEY POINT PRODUCTIONS S M O K EY POINT AWE ACOUSTICAL WALL FABRIC DIA DIAMETER FIN FINISH IN INCH VON NOMINAL RD ROOF DRAIN STN STAIN W/ WITH the additiarr c to be set at 10I above finished floor. &TENANT: ARLING70N,'WA AWP ACOUSTICAL WALL PANEL DIAG DIAGONAL FL FLOOR INCL INCLUDE NRC NOISE REDUCTION RD/O ROOF DRAIN OVERFLOW STD STANDARD W/0 VdTHOJT PRODUCTIONS BE, BOARD DIM DIMENSION EEG FLASHING INSUL INSULATION CG'FF!CIENT REBAR REINFORCING BAR SEE STEEL PROPERTY TAX Ni 31052200100200 BETW BETVlEEN DISP DISPENSER WC WATER CLOSET The fac Ity II be fully spr'nklered with an ESFR system. The FLUOR FLUORESCENT INT INTERIOR NTS NOT TO SCALE REF REFERENCE,REFLECTED STOR STORAGE WE WOOD maximum sF t hove TOO personnel. BLDG HU'LDING DMRE DAMPPROCFING FOC FACE OF CONCRETE INV INVERT GA OVERALL REFR REFRIGERA-03 STRL STRUCTURAL WED WINDOW .ARCHITECT: SYN?HESS PLUG BLK al NOR ON DOWN FOR FACE OF FINISH JAN JANITOR OBS OBSCURE REINE REINFORCED SUSP SUSPENDED WE WIDE FLANGE **Please nos the Id g s pres-:tly 66,910 square feet to the 503 BEL-RED ROAD,SUITE 101 I BLKG BLOCKING DR DOOR OR DRAIN FOIC FURNISH BY OWNER JST JOIST OC ON CENTER RED REQUIRED SV SHEET VINYL WG WIR'GLASS outsde of h exterior well b,.t one occupancy load crd parking L''-FVLF,WA 98005 ARLINGTON, WA BM BEAM DWR DRAWER INSTALL BY CONTRACTOR JT JOINT OD OUTSIDE DIAMETER/ REV REVISION SYM SYMMETRICAL WM WRL MESH requirement calcula,ers use the lesser sq;,are feet co the outside of (425)646-818 BRG BEARING DS DOWNSPOUT F010 FURNISH BY OWNER KO KNOCK OUT DIMENSION RH RIGHT HAND OR ROBE SWC SPECIAL WALL COVERING WQM WALK 1FF VAT the new interior walls,not counting inaccessible void Bocce CONTACT:RANDY BROWN SOT BOTTOM DW DISHWASHER INSTALL BY OWNER KS KNEE SPACE OH OVERHEAD HOOK T TREAD %P AATER'RCOT BSMT BASEMENT DWG DRAWING FOS FACE OF STUD LAB LABORATORY OPH OPPOSTE:HAND RESIL RESILIENT TB TOWEL BAR VPT AORKIIBG POINT Amended by Local Jurisdiction Yes_ No X Date __ STRUCTURAL: POE ENCINEERI\G,INC BUR BUILT UP ROOF E EAST FEW FREEZE PROOF WALL LAM LAMINATE OPNG OPENING RIO ROUGH-IN ONLY T&B TOP&BOTTOM V,R RATER RESISTANT 1314 8.H ST BE✓f 201 CAB CABINET EA EACH .HYDRANT LAV LAVATORY OPF OPPOSITE RM ROOM T&G TONGUE&GROOVE V;SCT WAINSCOT Construction: AUHI:RN,VA 98002 CB CATCH BASIN EB EXPANSION BOLT FS FULL SIZE LB LAG BOLT PBD ?ARTICLE BOARD RD ROUGH OPENING TO `EMT-RED GLASS ei WEIGHT New Basic Wind Speed 85 MPH (253 8 3-4C52 CBU CEMENTITIOUS BACKER EC EXPANSION JOINT FT FEET LF LINEAL FOOT PERP PER EN'DiCULAR RT RESILIENT/RUBBER TILE THK ?NICK WWF WELDED WIRE FABRIC Addition X Seismic Use Group D-2 CCNTA T:AAN POE UNIT EIFS EXTERIOR INSULATED FIG FOOTING L LONG,LENGTH PC !AT OR P:4CP6RTY RUB RUBBER THE THRESHOLD XFMR TRANSFORMER Alteration X 0ccupancy Category 2 CEM CEMENT EL FINISII SYSTEM PURR FURRING LC LAMINATED GLASS LINE RWL .RAM WATER LEADER TIC TEMPERED INSULATED YD YARD Repair Site/Soil Class f'cation 1500 PPSF CONTRACTOR: P-NNON CONSTRUCTION CER CERAMIC ELEC ELEVATION PUT FUTURE LH LEFT HAND REAM ?tASTIC IANJNATE S SOUIH GLAZING .Snow Load 25 PSF 5103 PST AV_S OEM CUBIC FEET PER MINUTE ELEV ELECTRIC CA GAUGE LL LIVE LOAD PEAS FLASHER SC SOi-1J CORE TK8D TACK BOARD S=ATTL,`NA 99108 CG CORNER GUARD EMER ELEVATOR GALV GALVANIZED LMS LIQUID MARKING PWD PLYWOOD SCD SEAT COVER DISPENSER TO TOP OF BUILDING CLASSIFICATION (206)418-0235 CHBD CHALK BOARD ENCL EMERGENCY ENCLOSURE GB GRAB BAR SURFACE PNL PANEL SCHD SCHEDULE TOO TOP OF CONCRETE CONTACT:JIM NORDALE A. Occupancy CmsslFlcchion(Section 302) 8/U B. Type of Construction(Section 602) III-E! �/ 1. Type of c Sprinklers an ZONING INFORMATION SYMBOLS MBOLS ' 2. Automatic Spr nklers Provided Yes X No C. Location of Property(602.1) SEE SHEET A1.1 1.Jurisdiction: ARLINGTON.WASHINGTON ! A rFieE Distance to Openings Openings Fire Resistance 2.Present Zoning: G-1 GENERAL INDUSTRIAL COLUMN LINE/GRID LINE - MATCH LINE ROOM IDENTIFICATION/NUMBER Property Line Permitted Protected of Exterior Wall ��) (Table 705.8) (Table 705.8) (Table 601 &602) 3.Projected site use requires: NO ACTION h WORK POINT,CONTROL POINT NORTH North 165'Feet Yes X No Yes_No X NONE V OR DATUM POINT 4. Use Zone Adjacent Lots: N,S&W G-1 E MC RLMD Eo 10 Feet Yes X No_ Yes N045X NONE A01 DOOR NUMBER 3 PROJECT NORTH South h 95 Feet Yes X No_ Yes_No_X NONE 5.Speco Regulations✓.Dolcable: ! West 112 Feet Yes X No Yes No X NONE Shoreln V A.1 SECTION IDENTIFICATION/SHEET NUMBER (Other) -Feet Yes_No Yes_No_ A -y ent Act Yes,No X Setb d O KEY NOTE A01 EXTERIOR GLAZED OPENING NO. B. Flood PI 1 t rway Yes No X D. Allowable Floor Area(Section 503) C A port,,pen cue/glde path Yes No X �{--� 1 I WALL TYPE ' DETAIL IDENTIFICATION/SHEET NUMBER EQ-1 EQUIPMENT IDENTIFICATION OFFICE ADDITION D S'orm Water nerent on/Run Off Yes No X O u IT_7 1. At,Tabular Area(Table 503) B OCCUPANCY 12.000 SF E. re Lane Requirements No X PNT-1 FINISH IDENTIFICATION 2. Frontage Increase(506.2) 6. Setbacks F(Perimeter Frontage on 20'min Open Space)= 77'-6* LF Required: front Yard 25` Side Yard 5' 1 INTERIOR ELEVATION IDENTIFICATION 9 _ 1 / P(Perimeter of Entire Building)- 156156-0 LFLF REVISION/CLOUDED AREA A5. SHEET NUMBER X- FENCE LINE W(Width of Open Space per 506.2.1)_ 30 FT 7. Easements,Vacations;restrictive convenants as applicable: ���-��I// If(Increase due to Frontage) 100[(F/P) 025jAW/30)= 24.7 % W Exception par 50621(W/30>1,W/30<2) Yes 8. Parking Area Increase du t -F t ge[(Atlf)/100]= 2,964 SF 3. Automatic Spmkler Ircrec_e(506.3)) Gross Useable Square Feet(-void space) - - - - - - 200%(tA It' ry t Buildings) Office 2,301 SF 1 Sta11/800 SF 2.9 Stalls GENERAL NOTES Are X TOG%(Single-story Buildings) Office Mezzan;na 910 SF 1 Stall/800 SIF i.i Stage a due in Sprinklers t(Atls)/100)= 36.000 SF Agricultural 60,184 SF 1/4 Max Employees/Shift 25.0 Stalls 4. Aa Allowable Area p F (506.1) At +[(At t)/'00]I 1(Ar.)/100]_ 50,964 SF Parking Stalls Required 3 Accessible LVan) 26 Standard 29 Total 1 04 12 2016 PERMIT SUBMITTAL 5. Total Alo bl Building Area I '.4) 1 Existing i. DIMENSIONS ARE TO FACE OF STUD,CONCRETE OR CENTER LINE OF COLUMN, M It•Ter x2`T t y 3 3 gs) Parking Stalls Provided 3 Accessible 2 Van I_9 Standard 29 Total. UNLESS OTHERWSE NOTED. -Mull pl:er x3(Thre.. story Harm,3u d rgs) `- ) New IssuE No._ DnrE rtErw 2. DO NOT SCALE DRAWINGS;DIMENSIONS GOVERN. X Multiplier x 1 (b of z.ores a Buildings with Sprinklers) x 1 17 Standard Total Allowable Building Area 50.964 SF 9,Total Site Area 187.308 SF 4.30 Acres PROFESSIONAL STAMP 3. VERIFY ALL EXISTING CONDITIONS,DIMENSIONS,DETAILS,ETC.NOTIFY ARCHITECT 6. Unlimited Building Area(507 ) 10. Ogopoov Load(Per IBC Table 10041 21 OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. =Section 507.1 - Section 507.2 X Section 507.3 Gross Useable Square.Feet( void space) Section 507.4 - Seaton 507.5 - Section 507.6 4. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF =Section 507.7 =Section 507.8 - Section 507.9 N/A SF SPACE FUNCTION LOAD R AREA OCCUPANT LOAD : .Randy THE WORK,DETAILS SHALL BE THE SAME AS FOR'OTHER S MIIAR WORK.IF QUESTIONS CANNOT BE RESOLVED IN THIS MANNER,CONTACT THE ARCHITECT. 7. Actual Floor Area: New Office Business 100 SF 1,301 SF 1 L01 Persons Office: let Fir: 2,301 SF Me- 910 SF Total: 3,211 SF Existing Office Business 100 SF 1,910 SF 19.10 Persons 5. VERIFY ELEVATIONS&LOCATIONS TO BE JOINED BEFORE CONSTRUCTION. Agrcult"ol. Total: 65,ODO SF Existing Agricultural -Grow Facility 300 SF 60,648 SF 202,16 Persons x v�2, 71 REGISTERED Brown CONTACT ARCHITECT IF THEY DIFFER FROM THOSE SHOWN ON DRAWINGS. E. Allowable Height end Number of Stories(Section 503&Table 503) ARCHITECT PLUMBING FIXTURES FOR TENANT SPACE-New&Ex'stn r IdC Table 290211 2016.04.1 , 6. ALL ROUGH-INS TO BE APPROVED PRIOR TO FRAMING INSPECTION. 1. Tabula Building �d�ng He ghi fl " (Table 503) 55 Feet 2 Stories � /d""�-- 2. Increase for Automatic Sprinklers(504.2) 20 Feet 1 Stories TYPE PROVIDED REQUIRED RAN ALL LEE BROWN 7. MECHANICAL,ELECTRICAL,AND PLUMBING ARE BIDDER DESIGN.PORTIONS OF THIS 3. Total A.: FI Height 75 Feet 3 Stories STATE OF WASHINGTON 2 11.38.15 WORK SHOWN ON'DRAWINGS IS FOR DESIGN INTENT OR FOR COO�RDIN'A➢CN ONLY. 4. Actual Bc.:dirg Height Existing height -34=3 Feet 1 Stones Water Closets 11 1.28 Lavatories 8 0.81 8. MECHANICAL DLSIGN/BUILD CONTRACTOR SHALL PROVIDE A MECHANICAL Drinking Fountains 2 0.32 VEN IAIIOV SYSTEM CAPABLE OF SUPPLYING THE MNIODM OUIDOOR AIR _071001 QUANILES SPECIFIED IN THE 2012 IMC WITH WASH:NGTO,H AUENDMENTS 9. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL PROVIDE AND INSTALL MEANS OF LEGAL DESCRIPTION EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS PER IBC 100E AND 1011. PROJECT INFORMATION 10. ENERGY CODE COMPLIANCE(PRESCRIPTIVE PERFORMANCE PATH`-R SUMMARIES): SEC 22 1WP 31 RGE 05RT-IA-)ALL TH PT OF NE1/4 NEt/4 BY E OFNP R/W LESS S 400 FT THOF& I RESTROOM AND CORRIDOR:(HEATED) LESS CO RD GROW FACILITY N ABOVE CEILING(ATTIC): U=0.021 (R-49 INSU ATION ALONE) ABOVE ROOF DECK(ADDTr): U=0.034(R-30 CONIINUOUS INELL) ADDITION EXTERIOR: R-13 BATTS BPBN 6 METAL STUDS NORTH &R-10 CONTINOUS INSULATION GN EXTERIOR VICINITY MAP BUILDING 1 FABRICATION SHOP CORRIDOR INTERIOR PERIMETER:R-13 BATTS BTWN 6 METAL STUDS - 1852D 67t11 Ave NE &R-10 CONTINUOUS INSULATION ON EXTERIOR SLAB ON GRADE: R-10 FOR 24' (F=0.540) Arlington, WA 98223 AGRICULIURAL AREAS(UNCONDITIONED):EXISTING-NO CHANGES DOORS ANJ WINDOWS: SANG DOORS: U-0.37 MAXSHEET • . 11, DEFERRED SUBMITTALS: NONE 3 12. SUBMITTED UNDER SEPARATE PERMIT: tealH Sr HE III FIRE ALARM,SPRINKLERS,III PLUMBING,ELECTRICAL Re-E FOR: PERMIT SUBMITTAL TITLE: GENERAL INFORMATION suxawu ✓! m ara'om PROJECT y g' LOCATION - f DEBIGNEO BY:. _ .O-N BY:, REVIEWED W. _ -ROVED BY:. OnrE:. 02 29 16,E T1.1 AR SHEETNO NGTON. >^ WASHINGTON P-Ear No: 201601.01.001 www.synthesisplic.com 5 ®201e SYNTNeSrePLLC LEGAL DESCRIPTION PROJECT DATA EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE, SEC 22 P 31 RGE 05RT-1A-)ALL H W OF NE1/4 NE1/4 LY E O NP R/W LESS S 400 F THOF& • (2)NEW(OPERATIONAL)GRADE DOORS RD LESS CO RD NEW ACCESSIBLE PARKING STALL W BASED ON EXISTING DRAWINGS, AND ARE TO BE VERIFIED. O PAINr�D�InTERNATIDNAL SYMBOL,o '�— ACCESS. AIAX SI-Olt 1v:48h. THE • •' ONEW VAN ACCESSIBLE PAR''KING STALL ARCHITECTURE,DFSIGN 8 W/PAN-ED INTERNATIONAL SYMBOL • • PEOPLE OF ACCESS. MAX SLOPE 1v:48h. r-----• 1 EXIT PATHS 12503 Bel-Red Road,Suite 101 Bellevue,WA 98005 -" -------- p 425 646 1818 f 425 646 4141 --- _ — — — — --_ _ SMOKEY POINT 5_0 _. SETBACK �— - --_ �---- --__- ----- ----_.... PRODUCTION S ARLINGTON, WA g �. T=615.54' m � o °N NO GRADING OR EARTHWORK TO EXISTING PAVING EXISTING SITE PROPOSED 1,301 SF ...�u �..._____�� N 09'48'31"E ADDITION.FINISH FLOOR ELEV TO MATCH NEW PAINT STRIPING ON EXIST EXISTING 91-0• 'W -- PAVEMENT 0 AD --�-- ^- 5'-0° 8-0" 9-O" NEW PAINT STRIPING ON EXIST `J A5'-0"' 10 1 '-" 9_0 l'-2 3/4° �j PAVEMENT FOR LOADING AREA 'L0 Q`J 3� 33 ING AREA (5 STD C 9'- o o 20-0" T2'-6- 4'-1" -0" It92'-8" 199,-0" o o °i 85'-0" (11)STANDARD S$'-0" 1'-2 3/4" o EW PAINT ON EXIST PAVEMENT ( I I I ( I 60'-0" + EXISTING PARKI`✓G TMJ��__1 I—fl—i rEX!T Ll _T____ EXIT PATH ( o • L 1- 0 I19 o XIF F 385L EXISTING I Z z ------ ------ --�11------ --- - --- EX��P H�99 -- - --- --- --- -- --- -- -- -- ------ - -- --- -- - — - S N LL BUILDING 25'-0" v~i I I 1 1 I I i SETBACK00 = —� — — — — — — --� — — —T— —{ — — — — — — {— — 00 111-4- - - --. ._ ..-.. .-... _-.. L - — I - - -- . . --- - - - -- - - -.._ _.— - 1 04 12 2016 PERMIT SUBMITTAL ISSUE NO DATE ITEM PROFESSIONALT / I I N 0 03'36°W 911.11 EXIS ING EXTERI R F:i _7�� — — — — — — — — — — — — — 67TH AVE NE 60'-0" R.O.W. — — — — — — — — — — — Rand - - I v W_..-.__.-. W w w w-._:___ _.— ,N W _......__yV x'______ —W W- IN- --..__W ,W— W_.-.—... W__W___ __ 71 REGISTERED Brown SS SS SS SS SS ----SS-- S5 ----- ----SS SS SS SS------- SS —SS---- SS --SS ------ SS --SS— ARCHITECT K 2016.04.1 RANLEE BROWN STA WASHINGTON 2 11 .38.38 n SITE PLAN EX/l �./fGTt1�3S l�lf6et�tr ro'7X3?A,_ :1// O�' I scALe1"=30' -07f001 !T/,4 f 6J;o00 - fDd 6fD X D.2= /30 ` V f fODfT1�� F1/TPROJECT INFORMATION T yWEC /lSc.L'e: F- GROW FACILITY BUILDING 1 FABRICATION SHOP 18520 67th Ave NE Arlington, WA 98223 SHEET INFORMATION 3 RELEASE FOR: PERMIT SUBMITTAL TITLE: SITE PLAN §g b DESIGNED BY:. .DRAWN BY:. ... REVIEWED BY: APPROVED 01': MTE 02 29 1.6. A 1.1 SHEEL NO PROJECT No: 201601.01.001 ®20/88YNiXE81VLLC O 8 10 15 19 25'_0" 20'-0" 20'-0' 20'-0" 20'-0" 20'-0" 21'-0" 20'-0" I 20'-0' 20'-0" L 20'-0" L 2V-0" 20'-0° 20'-0" 20'-0" L 20'-0" 20'-0' 20'_0" SYN , LLC T7HEFUSI e e', _ EDGE OF E ISTING ROOF NEW OPENING IN EXISTINGARCHITECTURE,DESIGN TECHN LE ------- ----11--------�I OVERHANGOVE-- SHELL-- ------ �i � _ -----�------ ---- • • •'--- _ - NEW 4"BOLLARDS Ir T -- I I I LOCKER D5W0 0 1o1A I 12503 Bel-Red Road,Suite 101 105 OFFICE I -® I g Bellevue,WA 98005 102TB 101 I \, $ p 425 646 1818 f 425 646 4141 N �w /nT��'' LOC MEI'S g 34'-10 t/a" ts'-o is'_G" I z'_o° zs'- 8 O10 O•a l t05D - rW�ASH 121ECUTG mU": t SOILqPRODUCTIONS 9'-101/4' I /2" 65-2 1 occ TANK12211 s'-1t 1/2 123 OCCUPANT ":3.6s -�� _�_ _ ___ _ ,24� oG�2.A T o ANI, - -- -O ARLINGTON, WA NEW OPENING IN EXISTING HELL 1 I GROW I .. I PRp S 4AI� VEGET1tTIVE N GRTG r 125 Q ! "U":13.4 I 'U":13.6 U268.8 "U": 10 .� 109 106 OCCUPANTS OCCUPANTS OCCUPANTS OCCU NTS N to +1.7A 109 - _ - _ _ _ _ _�_ _ _ _1 -1088 _-126A- lU�:�24�8 ,1P 1 12BB 125A 123 I 122A 1 A -1 A 0 110A 110B 111A -�; 111B 112A 112B 113 114 115A N GROW �GROW GROW I n 11 112 DRY R&D Ill,. I 1 1— N ' "" u:13.3 u": 13.3 113 114 D I I - I OCCUPANTS OCCUPANTS _ 'U":6.5 " ': 1.6 _ _ ......_ — — D g 1 ++ OCCUPANTS I - _ _ - ,- - III--• - -" OCCl1PANT� -- - -QCCUPANTS "I_�- 11 ®NEW WALL ---- -I EXISTING WALL DENOTES BLOCKED DOORS TO RECEIVE SI CE ° "NOTICE:THIS S NOT AN ENTRANCE" .._.. 98'-10" 48'-0 1/2" 12'_0" i ,D• , ,/r' wI i 14 EXISTING METAL BUILDING SHELL \ PARTIAL FLOOR PLAN - SOUTH = - AND MOMENT FRAME' YP EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: 779 SCALE: 1/ifi"= 1'-0" BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. DE 15 20 25 30 33 +������' " a�i�i�> >I NEW WALL 20'-0" 20'-0" 20'-0" 20--0' 20'-0' 20'-0" 20'-0" 20'-0' 20'-0' 20'-0" h 20'-0' L 20'-0" 20'-0" 20'-0' 20'-0" 20'-0' j, 20'-0" ,, 25'-0" o EXISTING WALL DENOTES BLOCKED DOORS TO I I I I I I I I I I I I I I 1 I I I I I I I I R-ECEIVE SIGN:"NOTICE:TH IS IS NOT AN ENTRANCE" O 22016 PERMIT SUBMITTAL NEW OPENINGS IN EXIS ISSUE NO. DATE SHELL -]------ - ------ - ------ ------ --------- I ------ ------ --- PROFESSIONAL�EDGE OFXISTING ROOF 4'L1 3/4 OVERHAN ABOVE o - 0" 12'-0" 309'-0" '-p" _ 1001_01, 100'_0" 100'-1 3/' g Randy 1,,\ I 8 ++ ++ 71W ERED _ . . Brown O 22B 218 A 5 ITECT/ -,D 5'-9 , 4" 2016.04.1 18'_2" 18'-2" / 15 c RAN ROWN 1 20'0" 25'-0' �' .I STATINGTON 1 I 1 I TAN K1 1 1 211 :38:58 B COCUP°ANTs� - --- - - - — — - -- - - - _ .i B O PRE-FLOW � O '071001 _ — WASH S 1 122 121E I I 1 GROW I I I GROW I I I 1 11.8 1 PROJECTO. • I OCCUPANTSI 1 'U 3.0 "U":3.6 120 119 U'. 13.4 c N OCCUPANTS OCCUPANTS "U":13.5 U":13.5 __ I OCCUPANTS OCCUPANTS -- GROW FACILITY C - _......_ -123 ...�....{.� 122A ..-.{..4A„_ 121A { 120A _._.{.__ 4A -{20B 119A CUKKIDUR .{--a.C)7•... ` iti-.-.a—r°n-i- 4A 1{9B 118A..I-J .... {. - {. -{....__.4A _ .._. 118B 1A � �I �_ _.nn_ -- =8 BUILDING 1 FABRICATION SHOP D.24.6 ',DTB 18520 67th Ave NE o , IQI II 112B 113 114 115A 1158 116A --�--�� � 116B 117A o ' B o NEW OPENING IN EXISTING Arlington, WA 98223 SHEGROW GROW 4 DRY R&D 115 1 1—i6 1 113 1114 I I „" 1INFORMATION "U": 13.3 U:13.3 "U°:6.5 _ 1.6 - OCCUPANTS OCCUPANTS _ _.. ..._ GROW N__ OCCUPANTSCCUPANTS 117__ ._ _ V RELEASE MR: PERMIT SUBMITTAL 013.3 -UPANTs E. OVERALL FLOOR PLAN o N DESIGNED BY: O WN BY: ' I + . . . . . . . . . . _ REVIEWED BY: _ APPROVED BY:, 1 DATE 02 29 16 (/� 1 n SHEET NO: A2+ 1 48'-0 1 2 99-1 1/2 ...._._ - / 12'-0" 98-0 98'-0 /" MOJECT NO:' 201601.01.00.1 . . - I AND MOMENT FRAMED1naSHELL PARTIAL FLOOR PLAN — NORTH CH 0201E SYMTHEEIEPLLG 1 2 O O 5 6 C 4° / 106'-10" NEW OPENING IN 25'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1' 10 EXISTING SHELL 99'-10 1/4" :::E 2'-9 1/2" EXISTING DOORS TO ( I • •'• REMAIN,T!P DESIGN `AVOID.IYP�` TECHNOLOGY&PEOPLE ESTIMATED CLEARANCE FOR TAPERED I x 15 12503 Bel-Red Road,Suite 101 15 MOMS T FRAME,TYPICAL Bellevue,WA 98005 I p 425 646 1818 f 425 646 4141 x x i i I I I SMOKEY POINT PROCESSING GROW PRODUCTIONS OB 109 -- -- - _ ---_. _ x CHAIN LINKARLINGTON, WA ENCLOSURE 71 AREA MINE I I I I i I i x x I I I i x Y11- an CORRIDOR 4A ®107 .... _ ry 1A MAINTAIN CORRIDOR BUILDING INSULATION EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: ENVELOPE AROUND EXISTING MOMENT FRAME �1 TYPICAL GROW ROOM PLAN o SCALE: 1/4"= V-11 BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. _ 8 9 10 11 12 13 20'-0" 20,_0" j 20'-0" 20'-0" 20'_0„ - -6 t 2° 1 52'-11 1/2" 6 40'-0" NEW ADDITION 16'-1" 5 2" 5'-9' 10'-11 1/2" 9'-1 1/2" 9 1/2" 3'_p^ y_t^ i IRAIN WATER LEADER, 4�3 ALIGN CONNECT TO EXISTING STORM WATER SYSTEM - " 04 12 2016 PERMIT SUBMITTAL ISSUE NO DATE 2 OPr' " t 2 A5.1 4 WOMEN'S V ° 3'-6 1/2" `,4'-1 1/4" OPH 17'-6" 8'A" -,� 5'-4 1/2" ° "B":2.7 ,� -.. ABOVE: . PROFESSIONAL n 3 ___ OFFICE MEZZ _ OCCUPANTS -" — 101 201 ry ---_ "B": 10.0 "B":9.1 rr- ---- OCCUPANTS OCCUPANTS (� 105 LLJJ -- 10 3 0" 3 0" 1 6 _i dandy 2.6 - 11 _... 7° 5 1" `/,3 /�` 71 REGISTERED Brown .ARCHITECT _--- - Q VESTIBULE o P_- LEE� 2016.04.1 ,02EXISTING STRUCTURE ANDNTERIOR TO REMAIN RAN BROWNSTAT WASHINGTON 2 11 .3 9.18 ry ____ "B°:3.8 .,N9 S'U30ED (l OCCUPANTS I LOCKER 1 1zA n ( aA - 07'00' 106 '.,_7. 5' 1 3 '0" OCCUPANTS - f'' �'J.- J. 6 1/2" °i 6'-9 1/4" 6' 4" 3' 6 1/2" h-4 3/4" 3 t MEN' L o • •' • 3 111A 2 2 4 "B":2.9 11A - 7 e l OCCUPANTS EXISTING DOORS TO I •m 10'-1" 2 A5.7 4 ' 5' 2" 5'_g^ 1 10'-1 1/2" \. / 9'-1 1/2" 5'-10 1/2" 6" REMAIN, P GREW [^�II hY _ _ GROW I /j L I I — BUILDING 1 FABRICATION SHOP „ o ZZ �_Z ' 2, 0 3A 18520 67th Ave NE --A4 - — _ Arlington, WA 98223 - •i 1A •i ESTIMATED CLEARANCE FOR TAPEREDINFORMATION VOID,lYP VOID,TYP NRM1'OPENING - - MOMENT FRAME,TYPICAL - �'M °a i I L EXISTING SHELL 4A RELEASE tuft: PERMIT SUBMITTAL 4A 6'-4 3/4" 9'-10 1/z' TOLE: TYPICAL GROW ROOM PLAN R E I 15 I ' ! I 5 AND RESTROOM ADDITION PLAN PROCESSING 108 4A VEGETATIVE F126 aesmweD sr: DRAwN er: ' 11 REV EWER BY: APPROVED BY: s DATE 02 29 16 g' CORRIDOR SHEET NO; A2.2 g ,07 4A PROJECT NO: 201601.01.001 R� ESTROOM ADDITION PLAN 3 02018 BYNTHE&BPLLC I .-EXISTING SHEATHING 'I. �BATT INSULATION ABV CONDITIONED SPACES PER : BATf INSULATION ASV CONDITIONED SPACES PER EXISTING FURRING If r T1 1 A It TIA STRUCTURE WHERE WALL LENGTH EXCEEDS 8'-0",PROVIDE WHERE WALL LENGTH EXCEEDS W-0,PROVIDE j L�II STRUCTURE BRACING TO STRUCTURE 0 8-0"O.C. BRACING TO STRUCTURE 0 8'-0"O.C. PLLC STEEL ANGLE TRACK SUPPORT �• PER STRUCT -` GWB ON Z-CLIPS WHERE EXPOSED TO ROOM, ACOUSTIC INSULATION TO 24'EACH SIDE OF WALL SYN NEW METAL BLOCKING PER BATE INSULATION PER WALL TYPE ON STICK PINS GWB NOT REQUIRED AT VOID SPACES. AT WALL TYPES WITH ACOUSTIC INSULATION STRUCTq! _50 _ COMPENSATION CHANNEL TO UNDERSIDE OF N 3-1/2"METAL TRACK y WANITINUOUS RIGID INSULATION ON Z-CLIPS PER ' ""CEILING FUSIONTHE TYPE THE •° DOOR TRACK - INSULATION PER WALL TYPE ARCHITECTURE,DESIGNPEOPLE -r CEILING PER FINISH SCHEDULE u VAPOR BARRIER ACOUSTIC INSULATION TO 24"EACH SIDE OF WALL CEILING PER PLAN AND FINISH SCHEDULE TECHNOLOGY • CAP EDGE OF SHEATHING BATT INSULATION PER WALL TYPE AT WALL TYPES WITH ACOUSTIC INSULATION 24 GA GALVANIZED STEEL DRIP CONTINUOUS RIGID INSULATION PER WALL TYPE FLASHING SURFACE APPLIED IN CEILING PER FINISH SCHEDULE CEILING PER FINISH SCHEDULE ACOUSTIC INSULATION OVER TOILETS GWB WHERE INSULATION XPOSED WOLR ROOM.GWB NOT GWB REVEAL EACH SIDE CEILING PER PLAN A BED OF MASTIC-PAINT TO GWB .. 12503 Bel-Red Road,Suite 101 MATCH CONIC(AT HEAD ONLY) VAPOR F PUN NG EXTERIOR WALL WHERE OCCURS PER REQUIRED AT VOID SPACES. GWB ROOM AND FINISH SCHEDULE Bellevue,WA 98005 NEW METAL HEADER PER STRUCT GWB EACH SIDE OF STUDS WHERE EXPOSED TO p 425 646 1818 f 425 646 4141 NEW OVERHEAD DOOR HEAD METAL RUNNER TRACK.ATTACH RUNNER TO SLAB METAL RUNNER TRACK.ATTACH RUNNER TO SUB METAL RUNNER TRACK.ATTACH RUNNER TO SLAB METAL RUNNER TRACK,ATTACH RUNNER TO SLAB SCALE: 3"= 1'-0" WITH POWDER ACTUATED FASTENERS: 1"LONG 0 WITH POWDER ACTUATED FASTENERS: 1"LONG 0 WITH POWDER ACTUATED FASTENERS:1"LONG 0 WITH POWDER ACTUATED FASTENERS:1"LONG 0 16"O.C.OR 1-1/4"LONG 0 36"O.C.MAX. 16"O.C.OR 1-1/4"LONG 0 36"O.C.MAX. 16"O.C.OR 1-1/4"LONG 0 36"O.C.MAX. 16"O.C.OR 1-1/4"LONG 0 36"O.C.MAX. PROVIDE CONTINUOUS ACOUSTIC TAPE OR SEALANT gi'' PROVIDE CONTINUOUS ACOUSTIC TAPE OR SEALANT PROVIDE CONTINUOUS ACOUSTIC TAPE OR SEALANT PROVIDE CONTINUOUS ACOUSTIC TAPE OR SEALANT AT WALL TYPES WITH ACOUSTIC INSULATION. AT WALL TYPES WITH ACOUSTIC INSULATION. AT WALL TYPES WITH ACOUSTIC INSULATION. AT WALL TYPES WITH.ACOUSTIC INSULATION.EXISTING SHEATHING SM0 �V POINT STRUCTURE STRUCTURE STRUCTURE STRUCTURE I EXISTING FURRING '.. PER-STEL ANGLE STRUCT TRACK SUPPORT �1 3-1/2"METAL STUDS(35OS125-30)0 24"O.C.W/5/8"GWB ONE SIDE �3 3-1/2"METAL STUDS(35OS125-30)0 24"O.C.W/5/8"GWB EACH SIDE �7 3-1/2"METAL STUDS(350S125-30)0 24"O.C.W/5/8"GWB EACH SIDE 11 3-1/2"METAL STUDS(350S125-30)0 24"O.C.W/ 8"GWB EACH SIDE PRODUCTIONS 1A - SAME AS ABOVE W/R-13 BATT INSULATION BETWEEN STUDS AND ® -SAME AS ABOVE W/ACOUSTIC INSULATION 7A -SAME AS ABOVE W/ACOUSTIC INSULATION 11A -SAME AS ABOVE W/ACOUSTIC INSULATION DOOR TRACK R-10 CONTINUOUS RIGID INSULATION ON FACE OF STUDS.ABOVE STUDS APPLY R-23 BATT INSULATION ON STICK PINS ® 6"METAL STUDS(60OS162-43)0 24"O.C.W/5/8"GWB EACH SIDE © 6"METAL STUDS(60OS162-43)0 24"O.C.W/5/8"GWB EACH SIDE 12 6"METAL STUDS(60OS162-43)0 24"O.C.W/5/8"GWB EACH SIDE WEATHER SEAL 4A - SAME AS ABOVE W/R-13 BATT INSULATION BETWEEN STUDS AND BA -SAME AS ABOVE W/ACOUSTIC INSULATION 12A -SAME AS ABOVE W/ACOUSTIC INSULATION ARLINGTON, WA CAP EDGE OF EXISTING R-10 CONTINUOUS RIGID INSULATION ON FACE OF STUDS. SHEATHING ❑5 3-1/2"METAL STUDS(35OS125-30)0 24"O.C.W/5/8'GWB QU SIDE ❑9 3-1/2"METAL STUDS(350S125-30)0 24°O.C.W/5/8"GWB M SIDE 13 3-1/2"METAL STUDS(35OS125-30)0 24"O.C.W/5/8"GWB 0E SIDE NEW METAL BLOCKING PER ® -SAME AS ABOVE W/ACOUSTIC INSULATION 9A -SAME AS ABOVE W/ACOUSTIC INSULATION 13A -SAME AS ABOVE W/ACOUSTIC INSULATION STRUCT © 6"METAL STUDS(60OS162-43)0 24"O.C.W/5/8"GWB 2E SIDE 14 8"METAL STUDS(80OS162-43)0 24"O.C.W/5/8" INS EACH SIDE ® -SAME AS ABOVE W/ACOUSTIC INSULATION 14A -SAME AS ABOVE W/ACOUSTIC INSULATION --OVERHEAD DOOR PROVIDE HORIZ BRIDGING 0 48"DC 0 STUD FLANGES WHERE GWB IS OMITTED 15 6"METAL STUDS(60OS162-43)0 24"O.C.W/5/8" WE 29 SIDE 55A -SAME AS ABOVE W/ACOUSTIC INSULATION OVERHEAD DOOR JAMB PES PROVIDE HORIZ BRIDGING 0 48"OC 0 STUD FLANGES WHERE GWB IS OMITTED PROVIDE HORIZ BRIDGING 0 48"OC 0 STUD FLANGES WHERE GWB IS OMITTED V SCALE: 3"= 1'-C" 7 SCALE:N.TS 1/16 OPENING SCHEDULE FINISH SCHEDULE DOORS OPENINGS FRAMES DETAILS FLOOR BASE WALLS CEILING 2"ER SCHEDii,2" NO TYPE OPENING SIZE THK MAR GL TYPE RTG HOW CLSR FIN TYPE MAIL FIN HEAD JAMB SILL REMARKS NORTH EAST SOUTH WEST 101A F TO x 7-0" -- -- -- -- -- -- -- -- -- -- -- -- -- R DOOR EXISTING EXTERIOR NO NAME MR FIN MR MfL FIN MR FIN MTL FIN MTL FIN MfL HT REMARKS M -101B F 3'-0"x 7-0 1 3 4" WD Y STN 1 MTL FCTY 101 OFFICE -- -- -- -- -- -- -- -- -- -- -- -- -- EXISTING;NO CHANGES -102A F 3'-0"x 7'-0" 1 3 4" HM -- -- Y PNT 1 HM PNT 17 A3.1 17 A3.1 11 A3.1 102 VESTIBULE CONIC -- -- GWB P GWB P GWB P GWB P ADD 8'-6" *1028 FF 6'-0 x 7-0 1 3 4 WD -- -- Y STN 1 MTL FCTY MANUAL FLUSH BOLT 103 WOMEN'S CONIC SV SV WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 GWB 8-6" 103 F 3'-0"x T-0° 1 3 4" WD Y STN 1 MTL FCTY 17 A3.1 17 A3.1 11 A3.1 104 MEWS CONIC SV SV WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 GWB 8'-6" 104 F 3'-0'x 7'-0" 1 3 4" WD -- -- Y STN 1 MTL FCTY 17 A3.1 17 A3.1 11 A3.1 105 LOCKER CONC SV SV WRGWB P PL-1 WRGWB P PL-1 WRGWB P WRGWB P GWB 8-6° 8 105 F 3'-D"x 7-0 1 3 4 WD -- -- Y STN 1 MTL FCTY 17 A3.1 17 A3.1 11 A3.1 106 LOCKER CONC SV SV WRGWB P PL-1 WRGWB P WRGWB P WRGWB P PL-1 GWB 8'-6° �' 106 F 3'-0"x 7'-0" 1 3 4" WD Y STN 1 MTL FCTY 17 A3.1 11 A3.1 11 A3.1 107 CORRIDOR CONC -- -- GWB P GWB P GWB P GWB P ACP 9'-0" w •107A F 3'-0"x 7'-0' 1 3 4" HM -- -- Y PNT 1 HM PNT -- -- -- 108 PROCESSING CONC -- -- GWB P GWB P GWB P GWB P -- -- a -107B F 3'-0°x 7'-0 1 3 4" HM -- -- Y PNT 1 HM PNT 109 GROW CONC -- -- GWB P GWB P GWB P GWB P -- -- 108A FF 6'-0"x 7'-D" 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT . 110 GROW CONIC -- -- GWB P GWB P GWB P GWB P -- -- 108B FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 MTL FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT • 111 GROW CONC -- -- GWB P GWB P GWB P GWB P -- -- 108C F 3'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY 112 GROW CONC -- -- GWB P GWB P GWB P GWB P -- -- F S 1 108D FF 6'-0"x 7'-0" 1 3 4" HM -- -- -- PNT 1 HM PNT 113 DRY CONIC -- -- GWB P GWB P GWB P GWB P -- -- 109A FF 6'-0'x 7'-O" 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 114 R&D CONIC -- -- GWB P GWB P GWB P GWB P -- 4�_DOOR AND FRAME TYPES 109B FF 6'-O"x T-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY --. -- 11 A3.1 MANUAL FLUSH BOLT 115 GROW CONIC -- -- GWB P GWB P GWB P GWB P -- -- I.� 110A FF 6'-0"x T-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT - SCALE:NITS 116 GROW CONIC -- -- GWB P GWB P GWB P GWB P -- - 1108 FF 6'-0°x T-0" 1 3 4" WD -- -- -- STN I MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 117 GROW CONIC -- -- GWB P GWB P GWB P GWB P -- -- 111A FF 6'-0"x 7'-0" 1 3/4"1 WD -- -- -- STN I 1 MTL FCTY --- -- 11 A3.1 MANUAL FLUSH BOLT 11B GROW CONC -- -- GWB P GWB P GWB _-P GWB P -- -- 111B f FF fi'-O"x 7'-0" 1 3 4" WD -- -- -- STN 1 1 IMMMT FCTY -- 11 A3.1 MANUAL FLUSH BOLT 119 GROW CONC -- -- GWB P GWB P GWB P GWB P -- -- OWE 112A FF 6'-0"x 7'-D" 1 3 4" WD -- -- -- STN 1 FCTY --- -- 11 A3.1 MANUAL FLUSH BOLT 120 PRE-FLOWER GROW CONC -- -- GWB P GWB P GWB P GWB P -- -- METAL STUD WALL PER WALL 112B FF 6'-0 x 7'-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 121 SOIL PREP CONC -- -- GWB P GWB P GWB P GWB P -- -- VARIES )� TYPE 113 FF 6'-0'x 7'-0" 1 3 4" WD -- -- -- STN 1 FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT - - 122 WASH CONIC -- -- GWB P GWB P GWB P GWB P -- -- 114 FF 6'-0"x T-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 123 TANK CONIC -- -- GWB P GWB P GWB P GWB P -- -- 115A FF 6'-0"z T-0° 1 3 4" WD -- -- -- STN 1 FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT 124 CUTTING CONC -- -- GWB P GWB P GWB P GWB P -- -- 115E FF 6-0 xx T-0" 1 3 4" WD -- -- -- STN 1 FCTY --- -- 11 A3.1 MANUAL FLUSH BOLT 125 CUTTING CONC -- -- GWB P GWB P GWB P GWB P -- -- PER MANUFACTURER'S 116A FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 17 A3.1 MANUAL FLUSH BOLT US VEGETATIVE CONIC -- -- GWB P GWB P GWB P GWB P -- -- _- SPECIFICATIONS 116E FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 1 04 12 2016 PERMIT SUBMITTAL ... 117A FF 6-0'x 7'-0" 1 3 4° WO -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT . . 201 OFFICE MEZZANINE -- -- -- -- -- -- -- -- -- -- -- -- -- EXISTING;NO CHANGES - - � . � . .. 1178 FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT ISSUE NO. DATE ITEM TIMELY HM DOOR FRAME&TRIM 118A FF 6'-0°z T-0" 1 3 4° WD -- -- STN 1 FCTY 11 A3.1 MANUAL FLUSH BOLT 1188 FF fi'-0 x 7'-0" 1 3 4 WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT FINISH LEGEND DOOR AS SCHEDULED 119A FF 6'-0"x 7'-0" 1 3 4" WD -- -- STN FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT ��■ PRODUCT MANUFACTURER STYLE MATERIAL MODEL FINISH LOCATION 1198 FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 FCTY 11 A3.1 MANUAL FLUSH BOLT SV SHEET VINYL RESTROOM FLOORS 120A FF fi'-0°x T-0" 1 3 4" WD -- -- -- STN 1 FCTY 11 A3.1 MANUAL FLUSH BOLT P PALM INTERIOR WALLS 120E FF fi'-O"x T-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT Randy PL-1 LAMINATE RESTROOM WAINSCOT 121A FF 6'-0"x T-0" 1 3 4" WD -- -- -- STN 1 FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT PL-2 LAMINATE WILSONART TURF Y0057 RESTROOM COUNTERTOP �I p METAL DOOR JAMB (HEAD SIMILAR) 1218 S 12-0"x 14'-0" -- STL -- -- FCTY -- PNT -- -- -- -- 11 A3.1 ACP ACC.PANEL VESTIBULE CORRIDOR I U SCALE:3"= 1'-O" TIMELY FRAME 121C FF 6'-O"x T-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY - -- 11 A3.1 MANUAL FLUSH BOLT Brown 122A FF 6'-0"x 7'-0" 1 3 4" WD -- -- STN 1 MTL FCTY 11 A3.1 MANUAL FLUSH BOLT 71 REGISTERED 122B S 12'-0"x 14'-0" -- STL -- -- FCTY -- PNT -- -- -- -- -- 11 A3.1 ARCHITECT 123 FF 6'-0"x 7-0 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 2�16.04.1 EXISTING SHEATHING 124A FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT RAN ALL LEE BROWN 124B FF 6'-0"x 7'-0" 1 3 4" WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 2 11 .39.44 EXISTING FURRING STATE OF WASHINGTON 125A FF 6'-0"z T-0" 1 3 4` WD -- -- -- STN 1 MTL FCTY -- -- 11 A3.1 MANUAL FLUSH BOLT 1258 FF _6'-0"x 7-0 1 3 4 WD -- -- -- STN 1 MTL FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT NLYi METAL HEADER PER STRUCT 128A FF 6'-0"z T-O° 1 3 4" WD -- -- -- STN 1 MTL FCtt -- -- 11 A3.1 MANUAL FLUSH BOLT �0�1001 CAP EDGE OF SHEATHING 1266 FF 6'-0"x T-O" 1 3 4" WD -- -- -- STN 1 MTL 11 A3.1 MANUAL FLUSH BOLT ' 24 GA GALVANIZED STEEL DRIP FLASHING SURFACE APPLIED IN Q Q Q BED F MASTIC-PAINT TO HARDWARE GROUPS DOOR NOTES O '•JECT INFORMATIO MATCH LONG(AT HEAD ONLY) r STEEL DOOR FRAME HW-1 Lmked HW 2 L t°N°d 1. DOOR TYPE INDICATIONS AS NOTATED BY THE STEEL DOOR INSTITUTE WHERE APPLICABLE. GROW FAV ILI� 1 1/2 PR HINGES 1 1/2 PR HINGES "RL"DENOTES RELIGHT 3 SILENCERS 1 CONTINUOUS SEAL STEEL DOOR KEYED i THRESHOLD LOCKSET RESHOLDKSET 1 LA CHSETOR STOP 2. NOTATION OF PAIRS SINGLE IOTES DOORS BUILDING 1 FABRICATION SHOP FF DENOTES PAIR OF DOORS � STEEL DOOR HEAD AND JAMB NOTES: 18520 67th Ave NE LJ SCALE:3"= 1'-0" 1. MAIN STOREFRONT ENTRY DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING 3. DETAILS ARE FOUND ON SHEET A/3.1. Arlington, WA 98223 DEVICES FROM THE EGRESS SIDE.SEE NOTE UNDER DOOR NOTES.(IBC SECTION 1008.1.9.3.2) 4. DOOR TYPES F&FG TO BE OPENABLE FROM THE INSIDE BY TURN OF A LEVER HANDLE. 9 DOOR,SEE SCHEDULE 2. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.(IBC A DEAD BOLT MAY BE PROVIDED AT THE MAIN ENTRY IF A SIGN IS APPLIED TO THE INSIDE RUBBER TRANSITION. SECTION 1008.1.9.5) OF THE DOOR PER IBC SECTION 1008.1.9.3(2.2)STATING,'THIS DOOR TO REMAIN • • UNLOCKED WHEN BUILDING IS OCCUPIED"LETTERS 1"HIGH ON A CONTRASTING AS REQUIRED 3. CLOSER LOCATIONS PER SCHEDULE, BACKGROUND. 3 FINISH FLOORING AS SCHEDULED 4. DOUBLE HARDWARE AS REQUIRED FOR DOUBLE DOORS. 5. PROVIDE EXIT SIGNS AT DOORS INDICATED BY EXIT-SIGN SYMBOLI ON THE DRAWING-AN RELEASE FOR: PERMIT SUBMITTAL ' THE DOOR NUMBER. CONIC SUBFLOOR 'EXIT"GRAPHIC OR AS DENOTED BY AN ASTERISK SUFFIX ON TITLE; SCHEDULES, WALL TYPES INTERIOR 6. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR OPENING DETAILS ANY SPECIAL KNOWLEDGE OR EFFORT. - - - AL ENTRANCE DOOR 7. DOOR HARDWARE TO BE INSTALLED BETWEEN 34"MINIMUM AND#8°MAXIMUM AFF(IBC DESIGNED BY: DRAWN BY: E SWEEP 2012 1008.1.9.2) REVIEWED SY-. APPROVED BY:. AL THRESHOLD SET IN MASTIC B. ALL DOOR GLAZING TO BE INSULATED,u=0.48 MAX,SHADING COEFFICIENT=0.40 MAX. DATE, 02 29 16ASP 5 FILLERT IMPREGNATED JOINT 9. INGRESS MAN-DOORS ARE INDICATED BY AN ASTERISK(•)AFTER THE DOOR NUMBER. SHEET NO: All EXTERIOR THESE DOORS MUST ALLOW FOR FIREFIGHTER ACCESS.A KEY IS REQUIRED FOR THE .PROJECT.NO:. 201601.01..00.1 BUILDINGS RAPID ACCESS KEY BOX. - � THRESHOLDS 2/07 WWW synthesisplic.com 02010 SYNTHEIiIVLLO Ni 23 20 15 10 1SYN" 4-1 PLLC 20'-0" 20'-0° 20'-0" 20'-0" 20'-0" 1, 20'-0" L 20'-0" 20'-0° 20'-0" 20'-0" 20'-0" -0" 2 20' 0'-0" L 20'-0" 1, 20'-0" 20'-0" 20'-0" 'T' 20,_0" L 20,_0" 20'_0" 2s-d" THE �..)� •ARCHITECTURE,DESIGN TECHNOLOGY PEOPLE --�----------------------............---------------------------------------------------.............-------------------...........-----------------------..........------- ------- ---------------------------------------------------------- ----------------------------------------------------- 12503 Bel-Red Road,Suite 101 Bellevue,WA 98005 p 425 646 1818 f 425 646 4141 I I I I I I I I I I I I I I - SMOKEY POINT 2 EXISTING BUILDING PROPOSED ADDRION r2LEXISTING BUILDING 2 EXISTING BUILDING PRODUCTIONS 1 DOOR 4,3 DOOR BLOCKED,TYP 'r I BLOCKED, TYP 2 PARTIAL WEST ELEVATION 1 scALE: 1/16"= ''-o" ARLINGTON, WA N 1 y, 1 I 5 10 �� 11 33 30 25 123 25'-0" L 20'-0" 20'-0" 20'-0" 20'-0° L 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"� 25'-0" 20'-0" 20'-0" 20'-0" 20'-0" 11 20'-0° 20'-0" 20--0° 20'-0" 20'-Oj � 3 -------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------.--_------------- L 1 :. DOOR I BLOCKED, ' DOOR I TYP I BLOCKED, TYP EXISTING BUILDING ,I I, EXISTING BUILDING 1 I DOOR I 3 PARTIAL EAST ELEVATION I 2 PARTIAL WEST ELEVATION BLOCKED,TYP I SCALE: 1/16"_ ,'-0" EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: I BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. N, �I 11 15 20 25 30 33 �I _ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0' 20'-0° 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0° 20' 0" 20'-0" 20'-0" 20'-0' 20'-0" 20'-0° 20'-.,. 20'-0" 25'-. 1 04 12 2016 PERMIT SUBMITTAL ISEUE NO. DATE ITEM PROFESSIONAL Randy I 71 REGISTERED Brown i DOOR ARCHRECT BLOCKED, RAN 2016.04.12 L LEE BROWN EXISTING BUILDING STATE OF WASHINGTON 1 1 .A 0:0 7 I n PARTIAL EAST ELEVATION 071001 T SCALE: 1/16" 1'-0" PROJECT INFORMATION KEYNOTES GROW FACILITY EXISTING EXTERIOR DOORS WHICH ARE NOT NUMBERED ON PLAN&O BUILDING 1 FABRICATION SHOP DOOR SCHEDULE WILL BE BLOCKED BUT NOT REMOVED. A B C D E E D C B A I CONTRACTOR TO INSTALL A SIGN ON EACH BLOCKED DOOR READING 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 18520 67th Ave NE "NOTICE:THIS IS NOT AN ENTRANCE ONEW DOOR PER PLAN&DOOR SCHEDULE I Arlington, WA 98223 SHEET III I:''I III- ,,!I II IIII'III I' iI.i. IIII •• • a I IIIIII i Ili I I:I I II II IIII I a II I',: L ii'.II I i. III I,I III 'I I'II i I I I I I III!!, II III IL'J:IIIII II III I IIII ill II ,I I, LIN ILIi,I I i III I III I RELEASE MR: PERMIT SUBMITTAL II) II! TITLE: ELEVATIONS I u- II I '.III I I 12 I I 'll I I. i I t I I� I !I III I .IIII III IIII I:I. 'I I I III y I I I a I' li :I IIII III _ 1 I I II ,1 III I I I III' I I I I'11 11 II, 'I II III IL I I 'II I I II � N I�I'II!I I I I II III�� I I I II it II I I I I I , '®' �-�� OESICNED BY: PRAWN BY; REVIEWED e1': APPROVED BY: 111: DATE: 02 29 16 PROPOSED ADDITION EXISTING BUILDING EXISTING BUILDING sN ND: A4.1 DOOR BLOCKED,TYP EEr "II6 SOUTH ELEVATION TMPR BLOCKED, 2 5 NORTH ELEVATION PROJECT ND zo,sol.ol.00i t SCAI.E: 1/16"= 1'-O" SCALE: I/16"= 1'-D" • g •som•rNneeleRllo SYNT BLOCKING BETWEEN EXISTING METAL SIDING SEAMS THE 0 12 : - 12 STANDING SEAM METAL ROOFING FUSION " COUNTER FLASHING '. <T" 1 VAPOR BARRIER ON RIGID • • PEOPLE DESIGN INSULATION W/PERIMETER WOOD SEALANT7, BLOCKING AS REQUIRED FLEXIBLE JOINT COVER METAL ROOF DECK PER STRUCT NEOPRENE EXPANSION JOINT l _ -- -- '` 12503 Bel-Red Road,Suite 101 SEALANT �; "r x i` Bellevue,WA 98005 COUNTER FLASHING p 425 646 1818 f 425 646 4141 ROOF ASSEMBLY PER 20/A4.3n'�A �I n J PRE-FINISHED METAL GUTTER 0 °000°a � - I 0 00 — ,---0 PRE-FINISHED METAL RAIN S M 0 K EY POINT STEEL JOISTS PER STRUCTURAL LEADER. CONNECT TO EXISTING STORM WATER SYSTEM. PRODUCTIONS � ' ARLINGTON, WA t l CEILING PER A6.1 f - 12 VAPOR BARRIER 1 -�/ PLYWOOD SIDING WALL PER WALL TYPES CONTINUOUS RIGID INSULATION FACE OF EXISTING BUILDING ON Z-CLIPS VAPOR BARRIER f' GATT INSULATION CONTINUOUS RIGID INSULATION T 6" ON Z-CLIPS _ 5/8"GWB ,�. BATT INSULATION 6":STUDS(60OS162-43) BLOCKING ( _ 5/8"GWB BOTH SIDES 0 24"OC"I EXTERIOR WALL ASSEMBLY PER 6"STUDS(600S162-43) ,I 20/A4.3 0 24"OC VAPOR BARRIER IVO V OR BARRIER ROOF DETAIL @ADDITION NDING SEAM METAL SIDING I I: s�De ST� 12 I METAL RUNNER TRACK.ATTACH RUNNER TO SLAB WITH POWDER ACTUATED FASTENERS: 1"LONG ®1E"O.C.OR 1-1/4"LONG ®36"O.C.MAX. • EXTERIOR WALL ASSEMBLY PER 20/A4.3� BELOW GRADE BITUMINOUS DAMP-PROOFING NEW INTERIOR WALL PER WALL t —PER RIGID INSULATION ` - TYPES . . . . 1 CONC SLAB-ON-GRADE ON GRAVEL CAPILLARY BREAK ON STRUCTURAL FILL REPA'.R EXISTING PAVING WHERE _. Q ..4 .° a. a d; a ° a r'• +11+r i tr r{t r rr r"� DO NOT INTERRUPT CONTINUOUS .'a ° bo INSULATION,TYPd°o h a' CONIC FOOTING PER STRUCT 0 1 04 12 2016 PERMIT SUBMITTAL o �-- ISSUE NO. DATE ITEM o CRUSHED ROCK 3 4 - JOINT COVER 16 GAGE BENT PLA" FOUNDATION DRAIN 3" ATTACH TO NEW BLOCKING IN z EXISTING WALL BUT NOT TO GOING FOOTING PER STRUCT PROFESSIONAL ADDITION WALLS --- 20 ADDITION SECTION Randy r"'- SCALE.3/4" 1'-0" 71 4 REGISTERED Brown y ARCHITECT BREAK 0 EXPANSION JOINT RAN ALL LEE BROWN �_. 2016.04.1 STATE OF WASHINGTON 2 1 1 •n 0.2 9 NEW BLOCKING TO AP EXIS NG WALL -071001 EXISTING PROJECT INFORMATION GROW FACILITY N BUILDING 1 FABRICATION SHOP 0 18520 67th Ave p NE —DO NOT INTERRUPT CONTINUOUS ArlingtDn, WA 98223 '�-- INSULATION,TYP SHEET INFORMATION GE RELEASE FOR: PERMIT SUBMIT-AL a TITLE: BUILDING SECTION ADDITION DETAILS DESIGNED BY: DRAWN BY: Z REVIEWED DY: APPROVED BY: DATE:. 02 29 1.6. NEW INTERIOR WALLS PER WALL sDEET NO /"lT.�, TYPES PROJECT NO: 201601.01.001 27 PLAN DETAIL @ ADDITION g SCALE:3/4"= 1'-0" g ®2016 SYNTHEareRuc PIT) GWB 12 --------- - D----------- 12 II PARTITION,TYP I I I I I o — • -- -- - BOBRICK 2448 / GRAB BARS r7 Ir I TH 6 \ • • MIRROR,TYP 1 1 11 SOAP DISPENSER DESIGN c� o 6F PL-2 COUNTERTOP ARCHITECTURE, TECHNOLOGYPEOPLE TSD 11 II 12603 Bel-Red Road,Suite 101 1 2 TPD 3 4 Bellevue,WA 96005 ,Z TOILET ROOM ELEVATIONS P 425 6461618 f 425 646 4141 SCALE: 1/4"= 1'-0" MEN 104(WOMEN 103 OPP HAND) GRAB BARS GWB S M O K EY POINT GWB PL-, PRODUCTIONS 2'-0" - ----- WAINSCOT PRE-FINISHED MIN \PLASTIC ARLINGTON, WA LOCKERS,TYP O O O ACCESSIBLE i 3 BENCH FIBERGLASS / SHWR INSERT 6"COVE L A I-" 2 BASE,TYP 3 4 \SHWR/LOCKER ROOM ELEVATIONS SCALE: 1/4 = 1'-0" LOCKER 106'(LOCKER 105 OPP HAND) 10 1/2" 12" 42"MIN 1-1/2"METAL FRAMING MA GRAB BAR 5/8"GWB BLOCKING STRIPS 1 2 3 4 : 6 7 8 10 GRAB BAR 10 11 12 13 14 15 16 8"CEILING JOIST 5 12"2'-0" MI MIN 0' T-5 STRIP LAMP(3000K TEMP) r - MAX DE MEN UNISEX WOMEN -`- - - 5/8"GWB n'�' ® e 'F�gm-:7 � �2-1/2"MEAL STUD i FACE OF WALL FRAMING / ' " "a 1.COMB. 7.TOILET TISSUE DISPENSER PD 12. DENTIFICATION SY BOL-MEN P 0 APER T WEL DISPENSER RECEPTACLE PTD R 4.MIRROR (T ) FOR RECESSED.IF PROTRUDING 2.RECESSED SCD/SNR/TPH / ( /) MIN MAX 13.IDENTIFICATION SYMBOL-UNISEX FINISHED CEILING PER SCHEDULE 5.WALL MOUNTED.LAVATORY 8.PAPER TOWEL DISPENSER(PTD) 7 LEAVE 12"ABOVE AND 1-i/2° • � 3.SANITARY NAPKIN DISPENSER(SND) 6.SANITARY NAPKIN RECEPTACLE(SNR) 9.WATER CLOSET-ACCESSIBLE TOILET BELOW CLEAR TO GRAB BAR 14.IDENTIFICATION SYMBOL-WOMEN FLUSH CONTROLS SHALL BE LOCATED ON 10.GRAB BARS 15,FIRE EXTINGUISHER THE OPEN SIDE OF THE WATER CLOSET 11.WALL MOUNTED URINAL- 13-1/2°MIN.DEPTH 16.DRINKING FOUNTAIN RECESSED LIGHT COVE — T5 TYPICAL MOUNTING HEIGHTS SCALE: 1/4"= 1'-0" ICC A1117.1-2008 IBC INSTALLATION REQUIREMENTS FOR CONTRACTORS - SEISMIC DESIGN CATEGORY D -MINIMUM 2"WALL MOLDING HANGER WIRE -GRID MUST BE ATTACHED TO TWO ADJACENT WALLS AND UNATTACHED AT OPPOSITE WALLS GRID AT UNATTACHED WALLS TO HAVE 3/4"CLEARANCE FOR MOVEMENT FASTEN MEMBERS TO WALL -ENDS OF MAIN BEAMS AND CROSS TEES MUST TIED TOGETHER TO PREVENT SPREADING ANGLE•ONE WALL EACH DIRECTION -SUPPORT WIRES REQUIRED WITHIN 8"OF TERMINAL ENDS OF MAIN BEAM AND CROSS TEES -HEAVY-DUTY MAIN BEAMS REQUIRED. ,. p4,72 2016 PERMIT,SUBMITTAL SPACE•OPPOSITE WALL -CEILING AREAS OVER 2,500 SF REQUIRE SEISMIC SEPARATION JOINT5 OR FULL HEIGHT FOR MOVEMENT PARTITIONS. IBBDE ND, DATE IT -SUSPENDED CEILING SUBJECT TO SPECIAL INSPECTION.CONTRACTOR TO CONSULT WITH FIELD INSPECTOR PRIOR TO INSTALLATION. WALL RUNNER -LATERAL FORCE BRACING SYSTEM SHOWN BELOW REQUIRED FOR CEILINGS OVER 1000 SE PROFESSIONAL STAMP AID -SEE NORTHWEST WALL.AND CEILING BUREAU FIELD TECHNICAL PUBLICATION 401,°SUSPENSION SYSTEMS FOR LAY-IN CEILINGS"FOR ADDITIONAL INFORMATION. MAX VERT STRUT LENGTHS Randy TYPICAL CEILING SUPPORT ® WALL 1/2"EMT 5'-10" SCALE:3"= 4 EMT 7'-8" ` MORE VERTICAL RIGID 1'-0" 2/07 3/ 1" EMT W-9" Ag OR BRACING STRUT 71 Brown REGISTERED 1-5/8"STUD-' 12'-0" 12'O.C.MAX, gyp, ARCHITECT METAL TOP RUNNER TRACK OR 2-1/2"STUD' 13'-6" 6'MAX FROM ' WOOD TOP PLATE 2 1-5/8"STUD--15'-0' WALLS ' 2016.04.1 3 3 1/2"STUD- 22'-0" SUSPENDED ACP CEILING 2 6"STUD-- 22--0" ` RAN ALL LEE BROWN "20 GA ` ' STATE OF WASHINGTON 2 11.40.5 2 .20 GA BACK- TO-BACK FRAMING ' -071001 SOLID BLOCKING MAIN RUNNER PROJECT INF•' • ACOUSTIC INSULATION IN 12 GAUGE SPLAYED CEILING BRACE WIRES GWB CEILING GROW FACILITY WALL PER WALL TYPES CROSS RUNNER BUILDING 1 FABRICATION SHOP @ CEILING ® TOILET ROOM 25 SUSPENDED CEILING INSTALLATION REQ'MTS 18520 67th Ave NE SCALE. 1-1/2"= 1'-0" 2/07 SCALE:N.T.S. �- �: NWWCB 401 (IBC 2012) Arlington, WA 98223 25ac� SHEET INFORMATION RELEAEE PORN PERMIT SUBMITTAL TITLE: INTERIOR ELEVATIONS g� CEILING DETAILS DESIGNED BY: DRAWN BY; g REVIEWED BY; APPROVED BY: DATE: 02 29 16 A5.1 PRoJEGT NO:_ 201601.01 001 • 5 �2015 SVNTNE915PLLC LIGHT FIXTURE LEGEND A6 10 12 2 LAMP,RECESSED DIRECT-INDIRECT 2X4 FLUORE CENT: O 9 10 20'-0' 20'-0" 20'-0" 20'-0" SYNli p-.a PLLC BIATTERY BACKUP)TS LAMPS-INPUT 73 WATTS. FI/LL: 20'-0" 20'-0° I ---- I 19 . E� WALL CARRO AS INDICATED EMERGENCY POWER PACK WHITE HOUSING W GREEN LETTERS,TWO 5 WAn COMPACT FLUORESCENT LAMPS Ll PRO DDE EUF B CKUPN(MAY EGRESS ILLUMINATION ION EXIT SIGN) I'li o . .. /f I _....... . I ( KIT _ TECHNOLOGYTHE • '•• _ .. . WIT PLE O °1W0 I ° _ ALZAK REFLECTOR, 2 26W LIMPS,INPUT 64 WATTS -- � � � .. � _ - ...... � 2 _— � 2 LAMP RECESSED�)A COMPACT FLUORESCENT CLEAR I I' LOCKER 3 T5 LINEAR FLUORESCENT STRIP;(1)LAMP;3000K TEMP,INPUT 2 WOMEN'$ — , 12503 Bel-Red Road,Suite 101 3zwnns I O O O O 0103 O, - O / I'' °® ®o I OFFICE . - { / I ® ®o ILL '...'. . ( 1 :^ Bellevue, If 95 05 64 105 l ° ) , 2 I P 425 646 1818 f 425 646 4141 L K 101 REFLECTED CEILING NOTES I a oc = ® MEN S 1 SUSPENDED ACOUSTICAL CEILING•SEE DETAILS 19/A5.1,24/A5.1,AND O 3 3 f I � I I o 166K 0R o ° ° 0 104 0 ---- O o SMOKEY POINT 25/A5.1.HEIGHT PER FINISH SCHEDULE. OCWB CEILING ON 6"METAL JOISTS(8005137-33)•i6"OC-SEE 24/A5.1. O � � , � .. (MAX JOIST SPAN: 12'-5"•6 PSF DL PER SSMA TECH GUIDE P.63J _ HEIGHT PER FINISH SCHEDULE. O OA --O EXHAUST FAN !�l IN IQO�'�a17 a ._. PRODUCTIONS E X 1 3: 4 I I O LIGHT COVE PER DETAILARLINGTON, WA 12/A5.1. ,�� - � I SEISMIC JQINT, CEILING AREA BETWEEN SEISMIC JOINTS TO BE LESS THAN2,500 SF. _ MEWS I LOCKER $✓ ,D XI <g� SEE A6.2 FOR TYPICAL GROW ROOM REFLECTED CEILING PLAN Q: 106 Q O Q O O �/ O O PLAN NOTES 1. PROVIDE OCCUPANCY SENSORS FOR ALL LIGHTING. zz 4 ENLARGED RESTROOM REFLECTED CEILING PLAN O SCALE: 1/4"= V-C" 1 5 I PROCESSING VEGETATIVE I 25'-0" 20'-0. zo'-°" zo'-o" zo'-o^ zo'-°' � zo'-o° � 106 126 GROW O 11ROW I ,BQfl I O 1-1 O EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: PARTIAL °4 12 2o1e PE MIT susMlnal BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. 'ALEn PARTIAL REFLECTED CEILING PLAN �E�E NO DATE ,TE. 12 15 20 22 iI "PROFESSIONAL I20'-0" 20,_0• 20 0 20'-0" 20'-0" 20'-0" 20'-0^ 20'-0" 20'-0" 20'-0" '11 VEGETATIVE TANK WASH SOIL PRE-FLOWER J Randy 126 O 125 ) 123 122 PREP O GROW .. ........-. .. .......-----. ......---- V --'--- --.:.-- ---- - ..__..... ..... ............. ..... .................:. Y _._....----- -'--._...._.. 120 RAR HRECDT Brown 71E ER 2016.04.12 CORRI OR RAN ALL LEE BROWN STATE OF WASHINGTON 11:41:16 6 -07'00' GROW O \112 1 DRYI 1 R&D 1 O 115 5 I PROJECT INF•• • w I 1 113 1 114 I PARTIAL REFLECTED CEILING PLAN o GROW FACILITY SCALE: 1/8"= V-°" EH BUILDING 1 FABRICATION SHOP 23 25 30 33 18520 67th Ave NE 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-()" 20'-0" 20'-0" 20'-0" 25'-0° Arlington, WA 98223 ROW 6 G I GROW 6 • • 120MFY o I o __ -- - I_ -----_. - - _ RELEASE FOR: PERM SJBM17AL a TILE: REFLECTED CEILING PLANS DESIGNED BY. DRAWN BY: ._....... _—.._...._._.__.._ —'..._—. ..� RR T!WED BY:. APPROVED BY:,OZ 29 1.6 . W ,GROW I I I GROW <6> I I I I IGROW I I o seEET No: A6.1 115 I 116 117 1 PRodECT No: 201601.01.001 n PARTIAL REFLECTED CEILING PLAN SCALE: 1/8"- 1' 0" 02016 SYNT-15PLLC LIGHT FIXTURE LEGEND CEILING LEGEND 2 LAMP,RECESSED DIRECT-INDIRECT 2X4 FLUORESCENT: SCALE:NTS ' LITHONIA AV2 W/T5 LAMPS-INPUT 73 WATTS.(FILL' III s' ,1 BATTERY BACKUPP) SYN LLC WALL OR CEILING MOUNT ILLUMINATED EXIT SIGN,W/ NR HANDLER EXIT DIRECTION ARROW AS INDICATED,EMERGENCY POWER PACK, 0 WHI`E PO'JSIN1 W/GREEN LETTERS, R40 5 WATT COMPACT E JORESCFNT LAMPS THE �+ PROVIDE SELF CONTAiNFC FGRESS fIU611NAHON FIXTURE DIESIGN WITH BAT GROW LAMP TERY BACKUP(MAY BE COMBINED WIT]EXIT SIGN) Q TECHNOLOGY&PEOPLE 2 LAMP,RF_OFSSE7 8"0 COMPACT FLUORESCENT CLEAR ALZAK REFLECTOR,(2)26W LAMPS,INPUT 64 WATTS '., T5 LINEAR FLUORESCENT STRIP;(1)LAMP;3000K TEMP,INPUT z DEHUMIDIFIER 32 WATTS 12503 Bel-Red Road,Suite 101 ® DESTRAT UP FAN Bellevue,WA 98005 p 425 646 1818 f 425 646 4141 DESTRAT DOWN FAN REFLECTED CEILING NOTES SMOKE) IY POINT O. 25/A5SUSPENDEHEIGLTLSTIC PERA9NISIII SCkEDUSEE BE AILS 19/A5.1,24/A5.1,AND PRODUCTIONS OGWB CEILING ON dETAL dCISTS �60OS'37-33)0 1"'OC-SEE 24/A5.1. (MAX JOIST SPAN: 12 5"9 6 PSE C PER SSNA TECH GUIDE P.63.) ARLNGTON, WA HEIGHT PER FINISH SCF EDL_E. OEXHAUST FAN O4 LIGHT COVE PER DETAIL 12/A5.1. OSEISMIC JOINT. CEILING AREA BETWEEN SEISMIC JOINTS TO BE LESS THAN 2,500 SF. OSEE A6.2 FOR TYPICAL GROW ROOM REFLECTED CEILING PLAN EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. 25'-0" 20,_0" 20'-0" 20 0" 14'-10 1/4° 1 3'-6" 5'-0" 5'-D" 5'-0' '-0" 5'-G" 5'-0" �. 5'-C '-0" 5'-0° 5'-0" 5'-0' '-0° 5'-0" 3' 6° 1_6. 10'-4" EXISTING METAL BUILDING SHELL 1 AND MOMENT - - - - - - - - - - - - - 1 04 12 2016 PERMIT SUBMITTAL FRAME,TYP ,S - -�-j - - 28'-10 1 4" '-0" 20'-0° 1 12'-0" 14'-0" 17'-0" ISSUE NO. . DATE . . 1 PROFESSIONAL I EL j 26'-10 1/4" 24'-° ( i 24'-" 23,_1 Randy 1 714 REGISTERED Brown ARCHITECT 2016.04.1 10-4 1/4' 3'-6" 5'-0" 21'-0" 1 26'-0° 1T-0" g'- 7'_4 RAN ALL LEE BROWN STATE OF WASHINGTON 2 11 :41 :3 9 i 26'-70 1/4" 21'-10" ; 2'-2" 24 23 1 071001 I O _ _ - — _ _-- _ .- .- 1 1ED G PROJECT • • 1 _ 1 GROW FACILITY BUILDING 1 FABRICATION SHOP 18520 67th Ave NE GROW ; Arlington, WA 98223 109 1 1 1SHEET INFORMATION 1 1 Y —E FOR: PERMIT SUBMITTAL 1 E: TYPICAL GROW ROOM s — — — — — — — —' — — — — — — — — REFLECTED CEILING PLAN 13-i 1 4 26'-" 15r0° 11'-0" 32'-10" . 1 DESIGNED BY: DRAWN RY: REVIEWED BV:, APPROVED SY:. 1 a SHE A6.2 PROJECT NO: 201601.01.001. I LIGHT AND EQUIPMENT LAYOUT TYPICAL FCR AGELC LT''JRAL - - �,1 TYPICAL GROW ROOM REFLECTED CEILING PLAN o 1CCA[GUS:MVERIFY W/TO PLACED�NSTALLATON. 3 I SCALE �4'_ OTHER AGRICULTURAL'RCONS P.R CNN-R. www.synthesispllc.com S 02016 SYNTHESII ROLLING FARMS 18520 67TH AVE NE ARLINGTON, WA 98223 SPECIFICATIONS 016000 PRODUCT REQUIREMENTS 201E WASHINGTON STATE ENERGY CODE(WSEC)NOTES, DIVISION 23-HEATING VENTILATION AND AIR CONDITIONING DIVISION 00-PROCUREMENT AND CONTRACTING REQUIREMENTS THE MATERIAL AND EQUIPMENT SHALL BE NEW,BEST QUALITY AND AS SPECIFIED. HVAC NOTES BELOW APPLY TO THE SEMI-HEATED SPACE ABOVE THE GROW ROOMS,LAUNDRY • EQUIPMENT SHALL BE FURNISHED COMPLETE WITH ALL PARTS NECESSARY FOR PROPER ROOM,AND WASHROOM 135 ONLY.OTHER SPACES ARE BY OTHERS. 003119 EXISTING CONDITION INFORMATION OPERATION. MATERIAL AND EQUIPMENT SHALL BE CLEANED AND FREE FROM DENTS, SCRATCHES, THE 2012 WSEC IS NOT APPLICABLE TO ALL SYSTEMS FOR PROCESS ONLY(CO2 SUPPLY, AND CORROSION.EQUIPMENT SHALL PROVIDE QUIET OPERATION. HANGERS, BRACKETS, ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED FOR THE IRRIGATION SYSTEM) BEFORE SUBMTTING BID, THE CONTRACTOR SHALL EXAMINE SITE CONDITIONS TO DETERMINE ANY INSTALLATION OF ALL PIPING AND HVAC EQUIPMENT. EFFECT ON EXECUTION OF WORK AND INCLUDE COSTS IN BID. BY SUBMITTING A BID THE CONTRACTOR 017300 EXECUTION SUPPORTING DEVICES SHALL BE ATTACHED TO CEILING, WALLS AND FLOORS BY BOLTS AND EQUIPMENT SIZING AND PERFORMANCE: IS ACKNOWLEDGING THAT THEY HAVE SUFFICIENTLY UNDERSTOOD THE SCOPE OF CONSTRUCTION WORK FASTENERS. REQUIRED AND HAVE INCLUDED IN BID, WHETHER SPECIFIED OR NOT,THE SUPPLY AND INSTALLATION THE WORK SHALL BE PERFORMED BY PERSONS SKILLED IN THE PARTICULAR TRADE, AND PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE 2012 1. LOAD CALCULATIONS WERE PERFORMED USING CHVAC VERSION 8. CHVAC COMPLIES WITH OF ALL ITEMS REQUIRED BY GOOD PRACTICE TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. INCLUDES ALL WORK NECESSARY TO PROPERLY COMPLETE THE INSTALLATION IN A MANNER THAT INTERNATIONAL MECHANICAL CODE. THE ANSI/ASHRAE/ACCA STANDARD 183-2007.(C403.2.1) PRESENTS A NEAT AND FINISHED APPEARANCE. MOUNTS, ANCHORS AND BRACING SHALL MEET 2012 LB.0 AND I.M.C. SEISMIC CODES AND 003143 PERMIT APPLICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS RECOMMENDED BY THE MANUFACTURER'S SPECIFICATIONS IF APPLICABLE. 2. OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS DO NOT EXCEED EQUIPMENT MANUFACTURER, REQUIRED BY CODES AND NECESSARY FOR THE PROTECTION OF CALCULATED LOADS(C403.2.2) OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BEFORE AND DURING CONSTRUCTION. PERSONNEL, SUCH AS SCREENS, GUARDS, RELIEF VALVES,VENTS, OVERFLOW, ETC., WHICH SHALL 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC BE PROVIDED AND INSTALLED IN AN APPROVED MANNER. 3. MECHANICAL VENTILATION IS PROVIDED IN ACCORDANCE WITH CHAPTER 4 OF THE 2012 END DMSION DO CONTRACTOR SHALL INSTALL ALL EQUIPMENT FOLLOWING ALL MANUFACTURER'S REQUIREMENTS. THE SEISMIC BRACING AND ANCHORAGE OF DUCTWORK AND EQUIPMENT SHALL BE CONSTRUCTED WITH INTERNATIONAL MECHANICAL CODE (IMC). ALL SYSTEMS PROVIDE THE CAPABILITY TO CONTACT ENGINEER IF CONFLICTS ARISE. "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS-, REDUCE THE OUTDOOR AIR SUPPLY TO MINIMUM REQUIRED BY CHAPTER 4 OF THE 2012 DMSION 01 - GENERAL REQUIREMENTS 014000 QUALITY REQUIREMENTS PUBLISHED BY SMACNA(MOST RECENT EDITION). IMC. (C403.2.5).SEE SEQUENCES OF OPERATIONS THIS SHEET FOR MORE DETAILS. 011000 SUMMARY 230923 CONTROLS FOR HVAC • ON COMPLETION OF THE WORK, FURNISH SATISFACTORY EVIDENCE THAT ALL WORK HAS BEEN 4. ALL ELECTRIC MOTORS SHALL BE COMPLIANT WITH SECTION C403.2.13 AS APPLICABLE. INSTALLED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. A. RESPONSIBILITY • THE WORK COVERED BY THIS AND ALL OTHER MECHANICAL SECTIONS CONSISTS OF FURNISHING THE OWNER AND/OR GENERAL CONTRACTOR SHALL DECIDE WHETHER OR NOT THE FINISHED WORK THE CONTROL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROLS NECESSARY TO MAKE THE 5. ALL FRACTIONAL HP FAN MOTORS THAT ARE JLq HP OR GREATER AND LESS THAN 1 HP ALL LABOR, EQUIPMENT,APPLIANCES AND MATERIALS AND PERFORMING ALL OPERATIONS REQUIRED IS SATISFACTORY AND IF ANY MATERIAL OR EQUIPMENT HAS NOT BEEN PROPERLY INSTALLED OR COMPONENTS OF THE MECHANICAL SYSTEMS OPERATE AS DESIGNED, AND PER PERTINENT SHALL COMPLY WITH SECTION C403.2.10.3 OF 2012 WSEC. FOR A COMPLETE INSTALLATION OF ALL PLUMBING, HEATING AND VENTILATION SYSTEMS AS FINISHED.THE MECHANICAL AND/OR PLUMBING CONTRACTOR IS OBLIGATED TO REPAIR OR REPLACE MANUFACTURER'S SPECIFICATIONS. HVAC SYSTEM CONTROLS AND CRITERIA HEREINAFTER SPECIFIED, IN STRICT ACCORDANCE WITH THIS AND ALL SECTIONS OF THESE THE MATERIAL OR EQUIPMENT IN A MANNER SATISFACTORY TO THE OWNER WITHOUT COST TO THE SPECIFICATIONS, DRAWINGS, TERMS AND CONDITIONS OF THE CONTRACT, ALL APPLICABLE CODES, OWNER. B. DESIGN AND SUBMITTAL ORDINANCES AND LAWS GOVERNING EACH SYSTEM. UPON COMPLETION, THE SYSTEMS SHALL BE 6. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED W( ) 2012 WSEC SECTION C403.2.4 WITH THERMOSTATIC CONTROLS PROVIDE MANUFACTURERS SUBMITTAL DATA FOR EACH COMPONENT. THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: FULLY FUNCTIONAL,ADJUSTED, • ALL WORK AND EQUIPMENT SHALL READY FOR USE. 017823 OPERATION AND MAINTENANCE DATA BE IN ACCORDANCE WITH THE FOLLOWING`. C.SPECIFICATIONS ••2012 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS CONTRACTOR SHALL FURNISH THE OWNER WITH PRINTED CONTROL DIAGRAMS, EMERGENCY, OPERATION ••• C403.242 SETPOOL OVERLAP RESTRICTION. WHERE USED TO CONTROL BOTH / ND MAINTENANCE MANUALS, AND RECOMMENDATIONS FOR THE OPERATION OF MAJOR AND SPECIAL ALL CONTROLS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING THE 2012 ••ICC ANSI AlA117.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE HEATING AND COOLING, ZONE THERMOSTATIC CONTROLS SHALL PROVIDE A AMENDMENTS EQUIPMENT. VERSIONS OF THE INTERNATIONAL CODES AND W STATE ENERGY CODE. TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5'F WITHIN WHICH THE SUPPLY NECESSARY ••2012 NTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS ALL CRITERIA NOT SPECIFIED HEREIN, BUT NECESSARAR Y FOR COMPLETE SYSTEMS SHALL BE I OF HEATING AND COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF ••2012 NTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 017900 DEMONSTRATION AND TRAINING PROVIDED. OR REDUCED TO A MINIMUM. • THE CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL SYSTEMS, DESIGN AND IMPLEMENTATION PER C403.2.4.3 OFF-HOUR CONTROLS. FOR ALL OCCUPANCIES OTHER THAN GROUP R, ••2012 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMENDMENTS THESE PLANS. IF CONFLICTS ARISE,THE CONTRACTOR SHALL CONTACT THE ENGINEER TO DISCUSS ••• EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT 2012 NATIONAL FUEL GAS CODE(NFPA 54) CONTRACTOR SHALL INSTRUCT AND DEMONSTRATE TO THE OWNER'S REPRESENTATIVE, THE PROPER THE SITUATION AND COME TO A MUTUALLY AGREEABLE SOLUTION. ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE ••2011 LIQUEFIED PETROLEUM GAS CODE(NFPA 58) OPERATION,START UP AND CARE OF THE INSTALLED EQUIPMENT. CONTROL SYSTEM. ••2012 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS D. WAG+CONTROLS C403.24.3.1 THERMOSTATIC SETBACK CAPABILITIES. THERMOSTATIC SETBACK ••2012 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS END DIVISION 01 THE PLANS ARE SCHEMATIC BY NATURE AND DO NOT SHOW EVERY ASPECT OF THE COMPONENTS CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY ••2012 WASHINGTON STATE ENERGY CODE AND CONTROLS OF THE SYSTEMS. THE CONTRACTOR SHALL SUBMIT TO THE OWNER THEIR OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55'F ••2012 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC COMPONENTS AND ENOUGH SPECIFIC INFORMATION TO DEMONSTRATE HOW EACH ZONE WILL BE OR UP TO 85'F(29'C). (13'C) ••NATIONAL ELECTRICAL CODE(NFPA 70)WITH STATEWIDE AMENDMENTS CONTROLLED. ••OTHER RELEVANT NATIONAL FIRE PROTECTION (NFPA) ASSOCIATION AND AMERICAN PETROLEUM •••• C403.2.4.32 AUTOMATIC SETBACK Ad6 SHUTDOWN CAPABILITIES, AUTOMATIC INSTITUTE(API) INDUSTRY CODES. E. EXECUTION TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING ••UNDERWRITERS' LABORATORIES. THE MECHANICAL CONTRACTOR SHALL COORDINATE AND PROVIDE INTERFACING BETWEEN HIS AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER ••LOCAL UTILITY CODES. CONTROLS AND THOSE FURNISHED WITH INDMDUAL PIECES OF EQUIPMENT. WEEK AND RETAINING THEIR PROGRAMMiNG AND TIME SETTING DURING A LOSS ••ALL APPLICABLE INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS. THERMOSTATS SHALL BE LOCATED 5'ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. OF POWER FOR AT LEAST 10 HOURS. ADDTEMPORA, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWS TEMPORARY OPERATION OF THE ••ALL APPLICABLE ENERGY CODES. ••LOCAL PLUMBING CODES. SYSTEM FOR UP TO 2 HOURS; E MANUALLY OPERATED TIMER CAPABLE OF ••LOCAL BUILDING,MECHANICAL AND FIRE CODES. 233113 METAL DUCTS BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS; OR AN ••ALL GOVERNING RULES AND REGULATIONS BY LOCAL AND STATE AUTHORITIES. ••• OCCUPANCY SENSOR • ALL CONTRACT DOCUMENTS PERTAINING TO THIS PROJECT ARE HEREBY MADE A PART OF THIS A. DUCT: BE PROVIDE AUTOMATIC START SYSTEM.CAPABIL T AUTOMATIC CONTROL START CONTROLS SHALL SPECIFICATION. METAL DUCTS: ROUND, SPIRAL, AND RECTANGULAR GALVANIZED 26-GAUGE DUCTING CAN BE USED BE PROVIDED FOR EACH HVAC SYSTEM. T T CONTROLS SHALL SYSTEM CAPABLE OF • THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE OF A CLEAR UNDERSTANDING OF BOTH PLANS CONSISTENT WITH THE PLANS. 24-GAUGE DUCTS SHALL BE USED FOR DUCTS WITH ANY SIZE LARGER AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER AND SPECIFICATIONS, PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE THAT P0• TO BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY. BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR AND ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER SHALL NOT BE HELD ACCOUNTABLE FOR LACK OF B. EXECUTION: 7. OUTDOOR AIR SUPPLY DAMPERS SHALL COMPLY WITH REQUIREMENTS OF SECTION NOTIFICATION BY THE MECHANICAL AND/OR PLUMBING CONTRACTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUCT AND EQUIPMENT MOUNTING. C402.4.5.2. • DUCTWORK SHALL BE INSTALLED IN COMPLIANCE WITH ASHRAE AND SMACNA STANDARDS AND MAKE 012500 SUBSTITUTION PROCEDURES VIRTUALLY AIRTIGHT. WHERE DUCT LINING IS USED, THE NOMINAL DUCT DIMENSIONS HAVE BEEN 8. CONTROLS BY CONTROL CONTRACTOR SHALL COMPLY WITH ALL ASPECTS OF THE 2012 INCREASED TO MAINTAIN FREE AREAS.DUCT SIZES SHOWN ON DRAWINGS ARE ACTUAL. WSEC WHICH INCLUDES BUT IS NOT LIMITED TO CHAPTER C403.2.4.10 IF APPLICABLE THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE DUCT SEALING: ALL TRANSVERSE DUCT JOINTS SHALL BE SEALED VIRTUALLY AIRTIGHT WITH DUCT (DIRECT DIGITAL CONTROL SYSTEM CAPABILITIES) CONTRACTOR MAY PROPOSE A SUBSTITUTION OF OTHER MATERIAL OR EQUIPMENT, WHICH IN HIS JOINT SEALER AND FOIL BACKED DUCT TAPE. CLOTH DUCT TAPE IS NOT ALLOWED. OPINION WILL ACCOMPLISH THE DESIGN FUNCTION AND IS EQUAL TO THAT SPECIFIED. ALL COSTS TAPERS AND TRANSITIONS SHALL BE LIMITED TO 15' FOR BOTH CONVERGING AND DIVERGING DUCTING SYSTEMS: INCURRED BECAUSE OF THIS SUBSTITUTION SHALL BE BY THE CONTRACTOR. THE ENGINEER SHALL BE ANGLES AND UMITED TO 39 FOR BRANCH DUCTS. THE JUDGE OF THE QUALITY AND SUITABRITY OF THE PROPOSED SUBSTITUTION AND MAY REQUIRE THE ONLY DUCTWORK AND RELATED DUCT APPURTENANCES SHALL BE SUPPORTED FROM DUCT 10.DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE 2012 CONTRACTOR TO FURNISH ANY MATERIAL OR PIECE OF EQUIPMENT AS SPECIFIED. SUPPORTS. FIRE CAULK SHALL BE INSTALLED AROUND DUCT THROUGH ALL FLOOR CEILING INTERNATIONAL MECHANICAL CODE.(C403.2.7.3) ASSEMBLIES AND AT EXTERIOR WALL PENETRATIONS. 013100 PROJECT MANAGEMENT AND COORDINATION 233000 AIR DUCT AC;ESSORIES 11.ALL LONGITUDINAL AND TRANSVERSE DUCT JOINTS SHALL BE SEALED VIRTUALLY AIRTIGHT • GENERAL:THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO AVOID DELAYS PER 2012 WSEC SECTION C403.2.7.3.1. IN OVERALL CONSTRUCTION AND PERMIT PROPER INSTALLATION OF ALL WORK BY HIM AND OTHER A. EQUIPMENT: 12.ALL PROPOSED HVAC DUCTWORK IS LOW PRESSURE DUCTWORK C403.2.7.3.1 CRAFTS. BACKDRAFT DAMPERS:SEE SCHEDULES ON SHEET GM2 ( ) MOTORIZED DAMPERS:SEE SCHEDULES ON SHEET GM2 uoLE_cyc'rcuc; • DESIGN DRAWINGS: THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW THE VOLUME DAMPERS: CONSTRUCTED WITH 22 GAUGE GALVANIZED IRON BLADE WITH LOCKING NUT. - - - FINAL ROUTING OF PIPING OR FINAL LOCATION OF EQUIPMENT. IF CONFLICTS ARISE WHICH CAUSE FOR DUCTS LARGER THAN 12• DIA. OR 18" X 12• RECTANGULAR DUCTS, USE MULTI-BLADE 15.UNIT HEATERS UH1-UH9 QUALIFY AS SIMPLE SYSTEMS(C403.3 REM 1) A CHANGE IN THE SPECIFIED PLANS OR DESIGN, THE CONTRACTOR SHALL COORDINATE WITH THE OPPOSED-BLADE ACTION DAMPERS. ENGINEER PRIOR TO MAKING THE CHANGES. ANY CHANGES NOT APPROVED BY THE ENGINEER SHALL BE THE RESPONSIBILITY OF OTHERS. B. EXECUTION: COMMISSIONING: INSTALL BACKDRAFT,MOTORIZED,AND VOLUME DAMPERS PER MANUFACTURERS INSTRUCTIONS. 16.SYSTEM COMMISSIONING SHALL BE COMPLIANT WITH SECTION C408 OF THE 2012 WSEC. • INTERFERENCE'S:THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CRAFTS TO MAKE CERTAIN VOLUME DAMPERS SHALL BE INSTALLED AS NECESSARY TO ALLOW BALANCING OF THE SYSTEM. LOCATIONS AND ARRANGEMENTS REQUIRED FOR INSTALLATION OF SYSTEMS ARE MADE AVAILABLE, AND BE RESPONSIBLE FOR ARRANGING PIPING, EQUIPMENT, ETC., SO AS NOT TO INTERFERE WITH 233713 DIFFUSERS.REGISTERS.AND GRILLES STRUCTURAL MEMBERS, LIGHTS,AND OTHER ITEMS HAVING FIXED LOCATIONS NOT RELATED TO THE SYSTEMS. WHERE ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD INSTALL DIFFUSERS,REGISTERS,AND GRILLES LEVEL AND PLUMB. COORDINATION OF ALL TRADES, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. INSTALL DIFFUSERS, REGISTERS, AND GRILLES WITH AIRTIGHT CONNECTIONS TO DUCTS AND TO SUBMITTAL NOTES • VERIFICATION: PRIOR TO ORDERING ANY EQUIPMENT OR FIXTURES, VERIFY DIMENSIONS OF ALL ALLOW SERVICE AND MAINTENANCE OF DAMPERS,AIR EXTRACTORS,AND FIRE DAMPERS. THIS SUBMITTAL INCLUDES ALL HVAC AND CO2 PIPING AND CONTROLS. THESE SUCH EQUIPMENT, FIXTURES, ETC., TO MAKE CERTAIN IT FITS INTO THE STRUCTURAL AND EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR MECHANICAL PLANS ARE TO BE RENEWED ALONGSIDE OF THE MORE DETAILED BUT ARCHITECTURAL FEATURES OF THE BUILDING, AVOIDS CONFLICT WITH EQUIPMENT OR FIXTURES OF BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 6 OF THE INTERNATIONAL DIFFERENT MECHANICAL PLANS FROM SURNA. SURNA IS A COMPANY FROM COLORADO OTHER CRAFTS AND FITS INTO THE SPACE PROVIDED FOR THE INSTALLATION. MECHANICAL CODE. THAT IS DOING ALL OF THE AC AND PIPING FOR THE GROW PROCESS. • ALL OUTDOOR PIPES, MANHOLES, PUMPS, SAMPUNG STATIONS, AND INDOOR PROCESS • SLEEVES AND INSERTS:THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES AND INSERTS COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS PIPING (FERTILIZER) WILL BE INCLUDED IN ANOTHER SET OF DRAWINGS THAT WILL BE REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO HE INSTALLS AND ELECTRICAL DRAWINGS. SUMTTED AT A LATER DATE. OFFICE COPY SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS AND IN A MANNER TO AVOID DELAYS. IF ,off `/_ THE CONTRACTOR FAILS TO INSTALL SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS, HE END DIVISION 23 SHALL PAY ALL COSTS FOR CUTTING AND PATCHING TO MAKE THE PROPER INSTALLATION. • CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST MOOOP.AS REQUIRED.DO'NOT BEGIN WORKSWTHOUT WRITTEN CONTRACTOR SHALL PROVIDE A DETAILED HVAC / CO2 PIPING CONTROLS: Hvnc NOTES CITY OFARLINGTON • ALL ELEVATIONS SHOWN ARE TO THE BOTTOM OF THE DUCT,UNIT HEATER,OR LOUVER BUILDING DEPARTMENT 01 T00 SUBMITTAL PROCEDURESGM1: COVER SHEET UNLESS OTHERWISE NOTED. APPROVED • SUBMITTALS ARE DEFINED AS DRAWINGS, PRODUCT DATA AND OTHER MATERIALS REQUIRED TO GM2: SCHEDULES 8L DETAILS DOCUMENT MECHANICAL SUBCONTRACTOR'S COMPLIANCE WITH THE CONTRACT DOCUMENTS. DATE_4 3 y • SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: UNIT HEATERS/ FANS/ GM3• FLOOR PLAN DUCT NO CHANGES AUTHORIZED • SUBMITTALS TIMING: SUBMITTALS SHALL BE SUBMITTED TO GENERAL CONTRACTOR WITHIN 10 UNLESSAPPROVED BY THE CALENDAR DAYS AFTER THE PERMIT IS OBTAINED. BUILDING INSPECTOR • FORM OF SUBMITTALS: SUBMIT TWO COPIES OF ALL PRISED SUBMITTAL DATA. ONE TO THE ENGINEER AND ONE TO THE GENERAL CONTRACTOR. • SUBMITTALS SHALL BE A COMPLETE UST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA (E.G.: RATING CAPACITY, SIZE, DIMENSIONS, ELECTRICAL DATA, GRADE, PART NUMBER, MANUFACTURER, ETC.) FOR ALL ITEMS SHOWN ON THE MECHANICAL PLANS ALONG WITH APPLICABLE SHOP DRAWINGS. SUBMITTALS MUST SHOW ENOUGH SPECIFIC INFORMATION TO EXPLAIN THE ITEM OR ASSEMBLY. SUBMISSIONS SHOWING GENERAL INFORMATION ONLY ARE NOT ACCEPTABLE. INCOMPLETE SUBMITTALS SHALL BE REJECTED AND RETURNED TO THE CONTRACTOR FOR CORRECTIONS, NO WORK SHALL BE STARTED UNTIL SUBMITTALS AND ANY APPLICABLE SHOP DRAWINGS ARE APPROVED. RC'COIVB 21 APPROVED FOR CONSTRUCTION ROLLING FARMS DRAWN/DESIGNED BY: CAD FILE NUMBER: `A' SB ROLUNGFARMSPLUMB °pN ! ARLINGTON rrA CHECKED BY: COUNTY: 1 CG SNOHOMISH COUNTY G ARRISON ENGINEERING DATE OR "UMBER �ri JULY 19,2016 REVIEWING ENGINEER °"TUT COVER SHEET SCALE: 160,31 OE,REGISTF.R4" 4' JURISDICTION FSCIGNn�%`'G /1997 PARK LANE, BURLINGTON,WA 98233 PHONE(360)707-5656 FAX(360)707-5858 HVAC CO2 PIPING & CONTROLS HORIZONTAL N/ADale Signed: N/A G I V I 1 O F 3 No. DATE )NIT. REVISION APPROVALS VERTICAL FAN SCHEDULE CO2 CONTROL SYSTEM HVgC SYMBOLS EQUIP TYPE MAKE MODEL FLOW ESP VOLTAGE PHASE HP/BHP FLOW LOCATION CONTROLS NOTES REP. CEOUENGE OF OPERATIONS SYMBOL DESCRIPTION NO. (CFM) (IN.WO) (V) CONTROL EFi-EF8 BELT DRIVE UPBLAST GREENHECK GB-180-15 4,600 0.3 230 1 17¢/1.34 CV ROOF SEE SEQUENCE OF OPERATIONS, ROOF CURB DORSE CO2 LEVEL SHALL BE CONTROLLED AT 1,500 PPM IN THE NINE GROW ROOMS,VEGETATIVE ROOM,AND T1 NON-PROGRAMMABLE WALL MOUNTED CENTRIFUGAL ROOF EXHAUST THIS SHEET BACKDRAFT GRAVITY DAMPER MODEL WD-100 SCOTT BUCHER PRE-FLOWER GROW ROOM USING A CO2 CONTROLLER(M1)AND CONTROL VALVE(V2). O THERMOSTAT FOR UH1-UH4 FAN FRED FORD ONE CO2 SENSOR(Cl)WILL MONITOR THE CO2 LEVEL IN THE ROOMS INDEPENDENTLY OF THE MAIN 206-284-2610 002 CONTROL SYSTEM. IF THE CO2 LEVEL IN THE ROOM REACHES 2,000 PPM,THE SOLENOID VALVE EF9 DI 1(O/0.02 CV WASHROOM ON DURING BUSINESS HOURS WD-323 RECT DRIVE CENTRIFUGAL GREENHECK CW-065-G 100 0.2 115 1 BACKDRAFT GRAVITY DAMPER MODEL THERMOSTAT FOR UH5-UH8 V7 SHALL CLOSE TO SHUT OFF THE CO2 SUPPLY.V7 SHALL REOPEN ONLY WHEN LEVEL OF CO2 IN NON-PROGRAMMABLE WALL MOUNTED SIDEWALL EXHAUST FAN THE ROOM DROPS TO 1,500 PPM. T2 D-3 IN CASE OF A POWER OUTAGE, SOLENOID VALVE V3 SHALL CLOSE TO SHUT OFF THE MAIN CO2 7-DAY PROGRAMMABLE WALL MOUNTED , BFI INUNE CENTRIFUGAL FAN GREENHECK MB-1-09-4 750 0.25 115 1 y4/0.15 CV ATTIC POSITIVE PRESSURE SWITCH TO ALUMINUM HOUSING SUPPLY.V3 SHALL REOPEN ONLY WHEN POWER IS BACK. T3 THERMOSTAT FOR UH9 IN WASHROOM HHERMOSTA VISION PRO OR EQUAL BOOSTER FAN FOR CLOTHES ACTIVATE FAN ONLY WHEN DRYER HI-PRO POLYESTER COATING DRYER CD1 IS RUNNING. EASY ACCESS OPTION FOR CLEANING BF2 INUNE CENTRIFUGAL FAN GREENHECK 7CB-2-09-4 220 0.25 115 1 X/0.05 CV ATTIC POSITIVE PRESSURE SWITCH TO ALUMINUM HOUSING FROM CO2 1"TYPE M COPPER 002 PIPE TO NEXT WzH RECTANGULAR DUCT GROW BOOSTER FAN FOR CLOTHES ACTIVATE FAN ONLY WHEN DRYER HI-PRO POLYESTER COATING TANK ROOM DRYER CD2 IS RUNNING. EASY ACCESS OPTION FOR CLEANING . V1 -Jr TYPE M COPPER 002 PIPE O SPIRAL OR ROUND DUCT GPR2 COMBINATION LOUVER/DAMPER SCHEDULE irTl V2 EQUIP ITEM MFG MODEL SIZE MATERIAL I ACTUATORS REP. i C1 LD1 LOW LEAKAGE COMBINATION GREENHECK ECD-401 54'X48'H ALUMINUM ACTUATOR:MS412OF1006 DORSE LOUVER/DAMPER WITH INSECT DRIVE: 11-1FBC-2 FRED FORD OWN SCREEN 206-284-2610 TO E CO2 DISTRIBUTION BY OWNER,IYP, UNIT HEATER SCHEDULE GROW ROOM EQUIP MANUFACTURER&MODEL LOCATION ELECTRICAL INPUT GAS HEATING THERMAL WSEC NO. BTU/H CAPACITY EFFICIENCY EFFICIENCY THERMOSTAT k CONTROLS NOTES REP. CO2 CONTROL SYSTEM TYPICAL ROOM WIRING DIAGRAM UH1 UNIT HEATER WAREHOUSE 115/60/1 75,000 62,250 83% C403.2.3(4) (1)NON-PROGRAMMABLE THERMOSTAT(Ti) W/NATURAL GAS FIRED AIR TEC CO NTS TO REZNOR MODEL UDAS 75 ABOVE WARM AIR UNIT ONTR0 NG UH1 TO UH4 SEPARATED COMBUSTTION MIKE SNORSKY UH8 OR EQUAL GROWROOM HEATERS,GAS (1)NON-PROGRAMMABLE THERMOSTAT(T2) SPARK IGNITION 206-783-9911 FIRED CONTROWNG UH5 TO UH8 POWER VENTED FOR FREEZE PROTECTION ONLY-SET VERTICAL VENT ASSEMBLY CO2 SYSTEM SYMBOLS TEMPERATURE AT 401F SEE SHEET GM3 FOR LOCATION SYMBOL DESCRIPTION C112 HIGH LEVEL ALARM CARBON DIOXIDE UH9 UNIT HEATER WASHROOM 115/60/1 30,000 24,600 82% C403.2.3(4) (1)PROGRAMMABLE THERMOSTAT(T3) W/NATURAL GAS FIRED CI TRANSMITTER WARM AIR UNIT LOCATED IN WASHROOM 135 SEPARATE)COMBUSITION OR EQUAL MODEL UDAS 30 135 EDWYERQUAL MODEL CDT-A.F.F CD-RLY OR OR EQUAL HEATERS,GAS HONEYWELL VISION PRO OR EQUAL SPARK IGNITION EQUAL-INSTALL 5'AF.F FIRED POWER VENTED VERTICAL VENT ASSEMBLY CARBON DIOXIDE CONTROLLER FOR CO2 MI LEVEL CONTROLIN THE ROOMS WORD INNOVATIONS MODEL HSCO2M OR EQUAL AIR TERMINAL SCHEDULE TK MODEL M6INSULA TON VS°002°FROM°CHAR7RAGE TND OR EQUAL SYMBOL REM MFG MODEL SIZE CFM MATERIAL MOUNT FINISH REP:NATE KESEY AIRGAS DAMPER AIR LOUVER W/ FAMCO DWVA 10'f 360-435-7151 USA OL7 750 ALUMINUM EXTERIOR WALL SPECIFIED BY OWNER 380-4 PROPOSED W SOLENOID VALVE WITH OL2 DRYER VENT FAMCO LH 4'0 220 PLASNC EXTERIOR WALL SPECIFIED BY OWNER 24VAC ACTUATOR FOR 002 HIGH LEVEL OL3 OUTSIDE AIR LOUVER W/ SHOEMAKER 4500-RS 24'X24' V1 ALARM-POWER OPEN,CLOSE UPON BIRO SCREEN UP TO 970 ALUMINUM EXTERIOR WALL SPECIFIED BY OWNER FAILURE. OUTSIDE AIR LOUVER W/ PROPOSED 1'SOLENOID VALVE WITH OL4 INSECT SCREEN GREENHECK ESD-202 10'X70' 100 ALUMINUM EXTERIOR WALL SPECIFIED BY OWNER 24VAC ACTUATOR-POWER OPEN, V3 CLOSE UPON FAILURE, CONTROL VALVE FOR 002 LEVEL I-DV2 CONTROL SYSTEM-BY OWNER DAMPER SCHEDULE GAS PRESSURE REGULATOR FOR 002 EQUIP ITEM MFG MODEL SIZE MATERIAL ACTUATORS REP. GPR2 LEVEL CONTROL SYSTEM-BY OWNER NO. SET AT 50 PSI BD1 VERTICAL MOUNT INTAKE GREENHECK WD-400 10-XIO-H GALVANIZED N/A DORSE NOTES BACKDRAFT DAMPER FRED FORD 208-284-2810 • PRESSURE RELIEF VALVE ON CO2 STORAGE TANK(TK)TO BE SET AT 350 PSI • THE REGULATOR SHALL BE SET AT THE REQUIRED PRESSURE DESIGNATED BY THE CUSTOMER SUPPLIED CO2 DISBURSEMENT EQUIPMENT(100 PSI RECOMMENDED) PRESSURE RELIEF VALVE DOWNSTREAM OF PRESSURE REGULATOR TO BE SET AT 125 PSI TO PROTECT PIPING AND FITTINGS IN CASE OF REGULATOR FAILURE CLOTHES DRYER SCHEDULE OTHER CONNTRDACTORELISHALL INLVES STALL ALLLATOR TO EQUIPMENT BE SUPPLIED �ALLTARMANUFAUCTUA MANUFACTURER. CODES REQUIREMENTS.CONTACT ENGINEER IF CONFLICT ARISE. EQUIP MANUFACTURER&MODEL LOCATION INPUT GAS ELECTRICAL HN/H REP. EQUIP MANUFACTURER k MODEL SIZE FLOW LOCATION N0. N0. LT1 LINT TRAP FOR COMMERCIAL CLOTHES CDi COMMERCIAL 50 LB.DRYER LAUNDRY 115/80/1 130,000 ARDY JACOBY DRYER CD7 - - LAUNDRY ROOM NATURAL GAS HEATED WASHINGTON AUTOMATED,INC. CLEAN CYCLE SYSTEMS MODEL NEL UNIMAC MODEL UT050NOT ARD.JACOBI• WITH HIGH PRESSURE ALERT PANEL OR EQUAL 800-422-0380 FOR COMMERCIAL CLOTHES '.. DRYER CD2 - - LAUNDRY ROOM CLEAN CYCLE SYSTEMS MODEL LLA-4 CD2 COMMERCIAL 18 LB.SINGLE LAUNDRY 115/80/1 22,500 WITH HIGH PRESSURE ALERT PANEL POCKET DRYER NATURAL LINT TRAP GAS HEATED UNIMAC 1 MODEL UDGE58GS113 OR EQUAL DRAWN/DESIGNED BY: CAD FILE NUMBER: APPROVED FOR CONSTRUCTION ROLLING FARMS hY A' SB ROWNGFARMSPLUMB oFW f ARLINGTON WA CHECKED BY: COUNTY: 1 CG SNOHOMISH COUNTY ARRISON ENGINEERING J DATE: JOB NUMBER: REVIEWING ENGINEER DATE ��ep A� JULY 19,2016 JURISDICTION O`S:SR�NALeP HVAC / CO2 PIPING & CONTROLS HORIZONTAL N/A SCHEDULES & DETAILS SCALE: 16031 1997 PARK LANE,BURLINGTON,WA 98233 PHONE(360)707-5656 FAX(3sa)707-5858 DfteSI ned: VERTICAL N/A G M 2 OF 3 No. DATE UNIT. REVISION APPROVALS ._.. _ - - - _.. ___ - -- _._...... _-- J "--'-- - -- x - ! --_ - II I x LD7 ----- 54'X48'H 20'AF.F x ------ r -------- ---- '.- - -------- x�...__..._ x --11---- ---- ---- I ---- ---- ---- ---- ---- --- -- I ---- ---- --'I-- ----� I t t t t t t x EXTRACTOR elasz I' ROOM OIL ROOM I II I I I 35 oLz UP nIGaF!F I I I I I I I I I — — RO--- STORAGEiQ gN W K-IN 130 i j 1 �1 �. OL7-17'A. F LD7127 FR EZERI ' --- OFFOIOE (J 10'0-750 C 54'X48'H liCORRIDOR 133 t� 104 1. OL3-1T A F 20'AF.F x T.__.. ...... ..._.___ _. ..____. ._........ .. .. ... curt __ ___ ._ 6'A.F.F _...._... ._._ ____ _... -_ �....� _ .._ I 126 124 4'-2 CFM AT ATTIC FO IN VEGETATIVE ATTIC () LD1 ..-.__ -, ... I PROCESSING — — — ATTIC CD1 AIRqF I I I I I UH I I cz54"X48'H 10 A.F. 108 18'AFF IAWl X V2 UH3 125 ROOM LAUIVDRv P 21P V2 ........ __ _...___ V2 ._..,.US.. N PI _ ___. 123 a 122-... AF.F V1V7 1 M COPPE PIPE FOR 2 ,' E M COPPER IPE FOR CO2 1'TYPE M COPP PIPE FOR 2PI FOR CO2, — __-_..____ 107 UH N - ' TK 4 ON ROOF EF5 ROO 01 0 F _ EFT = ..J. OF _ __ — ➢BY 1�14D J._. _ 1_�_._ I 1 I I I I I LD1 lD1 54"X48'H 54'X48'H 20'AF.F 20'ASS _ ._. NOTES: • SEE INTERIOR PLUMBING SET FOR GAS PIPE LAYOUT AND DETAILS. • SEE SHEET GM2 FOR CO2 CONTROL SYSTEM DETAILS APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: 'w O ROLLING FARMS 9B ROLDNGFARMSPLUMB 0 f CHECKED BY: COUNTY: ARLINGTON, WA GG SNOHOMISH COUNTY G A RRI S ON ENGINEERING DATE: JOB NUMBER: �" SCALE: REVIEWING ENGINEER DATE Ap ° FLOOR PLAN SCALE::JULY 2016 16031 JURISDICTION s10NALgN6` H V A C / C 0 2 PIPING & C O N T R LS HORIZONTAL S-1' 1997 PARK LANE,BURLINGTON,WA 98233 PHONE(380)707-5658 FAX(380)707-5858 G M 3 OF 3 No. DATE INIT. REVISION APPROVALS Date Si nad: VERTICAL SAME 15 15 16 17 18 A 1 20'-0" 20,_0„ 20'-0" 20'_0" SYN LC 20'-0' 1 — T/ 20'-0 24'-5 1/4" .. ESTIMATED WASH s CLEARANCE FOR AIR CURTAIN UNIT FUSIONTHE • TAPERED MOMENTARCHITECTURE, FRAME,TYPICAL � 1 • • PEOPLE �wolD.nP FIRE o ------- volD,nP�` 5'-7 3/4' SPRINKLER 12503 Bel-Red Road,Suite 101 rHE 13 Bellevue,WA 98005 - - p 425 646 1818 f 425 646 4141 n 2'-9 1/2 CUTTING LAUNDRY ROOM ,1 z' 11 -0' ROOM 124 122 I I I d SS PREP I II ROLLING FARMS SIDEBOARD TRENCH'. COMMERCIAL AIR CURTAIN UNIT 1 i TYR _ URAIN DRYER SOIL PREP _ _ _ PRE- _ FLOOR DRYER ROOM FLOWER 93"01 P d SINK 121 GROW ARLINGTON, WA TYP. WASHER 120 CUTTING - - TANK ROOM ( _ I ROOM,, COMMERCIAL 125 23 WASHER d SS SURFACE MNT SINK IN COUNTER FLOOR i W/BASE CABINET SINKS,TYP. I STEEL CA 3a 3a BY OTHERS 3a CORRIDOR 3a 107 Q1C ENLARGED TANK AND LAUNDRY ROOM PLANS ALF: 4 07 20 2016 CLIENT REVISIONS 3 06 02 2016 CONSTRUCTION REVIEW Q2 05 02 2016 CONSTRUCTION/CLIENT REVISION 1 03 31 2016 PERMIT SUBMITTAL l 1 I 2 3 4 5 6 A SEDE aD. aarE ITEM . . . . 25'-0' 20'-0" 20'-0" 20'-0" 20'-0" PROFESSIONAL Randy - 1A ,� EXHAUST HOOD COUNTER Brown WITH SINK Brown V V r--- Tz, WAK—INEXTRACT R OIL2016.07.2 11FREEZERBLASTBY OTHERS ROOM ROOM OVEN 130 130 O 15.22.3O S�$RAGE 128 II SS PREP SINK 1 30'-3 1/2" g'_0^ W/SIDEBOARDS, 47'-6 1/2" 2p'_0^ T_q^ —071001 4 „ CORRIDOR to PROJECT INFORMATION 132 ROLLING FARMS BUILDING 1 FABRICATION SHOP x 18520 67th Ave NE - Arlington, WA 98223 INFORMATIONSHEET RELEASE FDR: PERMIT SUBMITTAL. TITLE: ENLARGED TANK AND 2 ENLARGED EXTRACTOR AND OIL ROOM PLANS �o LAUNDRY Roots PLANS 8 b 4 DESIGNED W. DRAWN SY: .REVIEWED SY:. APPROVED BY:A\. . . i DACE:. 02 29 16. //� SHEET NO: A2.3 PROJECT NO: 201604.01.001 www.synthesisplic.com 02018 SYNTHESIBPLLC FINISH SCHEDULE "LIOCKERCONC LOOR BASE WALLS CEILING SYNT ILK , NORTH EAST SOUTH WEST MTL FIN MTL MTL FIN MTL FIN MTL FIN MTL FIN MTL HT REMARKS GONG $TN RB GWB P GWB P GWB P GWB P ACP 9'-0" E GONG ITN RB GWB P GWB P GWB P GWB P ACP 9'-0" • • GONG STN RB WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 GWB 9'-0" PLAM'.WAINSCOT ARCHITECTURE,DESIGN CONIC STN RB WRGWB :P PL-1 WRGWB P PL-1 WRGWB P PL-1 WRGWB P PL-1 GWB 9'-O" PLAM'.WAINSCOT • • PEOPLE CONC STN RB WRGWB P PL-1 WRGWB P PL-1 WRGWB P WRGWB P GWB 9'-0" 106 LOCKER GONG STN RB WRGWB P PL-1 WRGWB P WRGWB P WRGWB P PL-1 GWB 9'-0" 107 CORRIDOR CONC STN RB GWB P GWB P GWB. P GWB P ACP 9'-0. 108 PROCESSING CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 12503 Bel-Red Road,Suite 101 109'GROW CONC SEAL RB GWB P I GWB I P GWB P GWB P ACP 14'-0" 110 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" Bellevue,WA 98005 10'-0" '' 111 CROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" p 425 646 1818 f 425 646 4141 112 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 6'-10' 3'-2" 6'-4" 8'-0' 113 DRY CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0' 3'-4° 3'-6" 3' 3" 3' 1' 4'-1" 3'-1 1" 11 114 R&D CONC SEAL RB GWB P GWB P GWB P GWB P ACP 1'-0" 11 11 11 TYP 115 GROW CONIC SFill. RB GWB P GWB P GWB P GWB P ACP 14'-0" _ 116 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0' lYP TY ttP 1 t IG 117 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" ". ROLLING FARMS IG IG 118 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 119 GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0' 16 120 PRE-FLOWER GROW CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 11 IS IG "i IG IG "i TYP 121 SOIL PREP CONC SEAL RB GWB P GWB 14 P GWB P CAB P ACP '-0" IG IG \ "i ttP TYP 122 WASH CONC SEAL RB WRGWB FRP WRGWB FRP WRGWB FRP WRGWB FRP VR 12'-0" FRO-FULL HEIGHT 11 TIC 123 TANK CONC SEAL RB WRGWB P FRP WRGWB P FRP WRGWB P FRP WRGWB P FRP VR 14'-0" FRP WANSCOT UP TO 4'-0" 124 CUTTING CONIC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0' ARLINGTON, WA TYR 125 CUTTING CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 16 16 126 VEGETATIVE CONIC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" TIG TIG .N TYP . TYP 127 STORAGE 128 BLAST OVEN CONC SEAL RB -- -- -- -- -- -- -- -- -- - 130 EXTRACTOR ROOM CONIC SEAL RB GWB P GWB P GWB P GWB P A312 A01 A02 A03 A04 131 OIL ROOM CONIC SEAL RB GWB P GWB P GWB P GWB P ACP 9' 0" TYP 132 COORIDOR CONIC SEAL RB GWB P GWB P GWB P GWB P ACP 9'-0" 133 KITCHEN CONC SEAL RB GWB P GWB P GWB P GWB P ACP 9'-0" �/ 134 WATER HEATER CLOSET -- -- -- -- -- -- -- -- -- -- -- -- EXISTING;NO CHANGES 6 EXTERIOR OPENING TYPES 135 WASH ROOM CONIC SEAL RB WRGWB P WEGWB P WRGWB P WRGWB P WRGWB P SCALE:N.T.S "IG" INSULATED GLAZING "TIG"=TEMPERED INSULATED SAFETY GLAZING(PER IBC 2406) 136 WORK ROOM CONC SEAL RB GWB P GWB P GWB P GWB P ACP 14'-0" 137 EQUIP ROOM GONC -- -- -- -- -- -- 201 OFFICE MEZZANINE -- -- -- -- -- -- -- -- -- -- -- -- -- EXISTING;NO CHANGES GWB BATT INSULATION MEAL SIDING GLAZING SCHEDULE PRooucr MANUFACTURER SFINISH LEGEND NISH LOCATION (� RIGED INSULATION VERTICAL OPENINGS ° I TYPE DESCRIPTION SIZE xH VGA WANT. UNITS TOTAL VGA U-FACTOR VGA x U NFRC-CPO TABLE NO. SHOC REMARKS P PAINT INTERIOR WALLS PL-1 LAMINATE RESTROOM WAINSCOT PLYWOOD SHEATHING AOI STOREFRONT ENTRANCE 3' D"z 7' 0" 21.0 SF 1 1 21.0 SF 0.68 14.28 NFRC CERTIFIED 0.40 ENTRANCE DOORS ONLY v PI LAMINATE WILSONART TURF Y0057 RESTROOM COUNTERTOP 2X6 METAL STUD A01 'STOREFRONT FIXED 1'-0"z 3'-2" 3.2 SF 1 1 3.2 SF 0.40 1.28 NFRC CERTIFIED 0.40 GLAZING ABOVE ENTRANCE ACP ACC.PANEL VESTIBULE,CORRIDOR VAPOR BARRIER A01 STOREFRONT FIXED 6'-10"x 8'-0" 54.7 SF 1 1 54.7 SF 0.40 21.88 NFRC CERTIFIED 0.40 GLAZING ADJACENT ENTRY VR VINYL ROCK TANK ROOM,WASH ROOM FLASHING A02 IX-D WINDOW UNIT 6'-4"x 5'-4" 33.8 SF 1 2 67.6 SF 0.40 27.04 NFRC CERTIFIED 0.40 STN STAINED CONCRETE ALL FLOORS A03 FIXED WINDOW UNIT 8' 0"x 5'-4" 42.7 SF 1 1 42.7 SF 0.40 17.08 NFRC CERTIFIED 0.40 SEAL SEALED DENSIFIER CONCRETE ALL FLOORS CONTINUOUS SEALANT A04 -IX=D WINDOW UNIT 5'-0"x 2'-6" 12.5 SF 1 9 112.5 SF 0.40 45.00 NFRC CERTIFIED 0.40 TRANSOME WINDOWS RB RUBBER BASE RESTROOMS,LOCKER ROOMS BOTH SIDES AL WINDOW SYSTEM Z�' • TOTALS: 301.7 SF 126.60 Area-Weighted Amap Vertical Glazing U Factor-(Total VGA x U (Total VGA = 0.42 ' TYPICAL WINDOW HEAD JAMB SIMILAR HORIZONTAL OPENINGS 11 TYPE DESCRIPTION SIZE xH HGA WANT. UNITS TOTAL HGA U-FACTOR HGA x U NFRC-CPD TABLE NO. SHGC REMARKS SCALE: 3"= 1'-0" SKYL,CHiS 4'-0"x 8'-0° 32.0 SF 1 0 0.0 SF 0.57 0.00 DEFAULT Table C303.1.3 4 0.35 DOUBLE PANE - - - TOTALS: 0.0 SF 0.00 . . -AL WINDOW SYSTEM Arm-Weighted Avera a Horizontal Gluing U Factor-(Total HGA x U otaI HGA = SHIM 2X6 METAL STUD 4 07 20 2016 CLIENT REVISIONS FLASHING 3 06 02 2016 CONSTRUCTION REVIEW RIGID INSULATION �Q2 05 02 2016 CONSTRUCTION/CLIENT REVISION :71 METAL SIDING 1. .03,31.2016. PERMIT SUBMITTAL __ PLYWOOD SHEATHING ''. ISSUE NO. _ WTE. 4 _ COMINUOUS SEALANT - BOTH SIDES - BTT INSULATION PROFESSIONAL -- VAPOR BARRIER TYPICAL WINDOW SILL Y 16 SCALE: 3"_ ,'-0" GWB Rand Brown - METAL FRAME BEYOND 201 6.07.20 WALL BEYOND AL WINDOW SYSTEM 1 5:23:21 WINDOW FRAME SET IN SEALANT 07'00' SLOPE CONCRETE WALK(SEE CIVIL) off" off. U. 0" 00 F, PROJECT INFORMATION V;v00��Co oCo 00 - 100A, SLAB AND FOOTING(SEE ROLLING FARMS / , STRUCTURAL) BUILDING 1 FABRICATION SHOP 23 21 WINDOW SILL AT GRADE 1185)20D67WAAve NE SCALE: 1-,/2"_ ,'-0" Arlington, SHEET INFORMATION RELEASE FOR: PERMIT SUBMITTAL n E: SCHEDULES, EXTERIOR OPENING TYPES, OPENING DETAILS DESIGNED BY: DRAWN BY: gREVIEWED BV:. APPROVED BY: . g DArE:. 02 29 16. . SXEET NO: A3.2 PRa No: 201604.01.001 www.synthesispllc.com 02018 SYNTE9IBPLLC 1 2 3 4 5 6 7 8 145'-0" 25'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'—O" 1_g 3 THE • 1 P ARCHITECTURE,DESIGN 4'-9 1/4" S-11"3 3'-10"3 2'-0" TECHNOLOGY PEOPLE • * 12'-0" 12'-0"1 12'-0" 12'-0" 12'-0" 12'-0" 8'-9 1/4" 6'-0" Ilk 6'-0" 1 38" 6-8 ill 4-0" 4'40" 4'-0" 4'—O" 4'-0" 4'-0" 3'-17" '.,. I -� 12503 Bel-Red Road,Suite 101 WrA--imams -- _ - Bellevue,WA 98005 p 425 646 1818 f 425 646 4141 4 ( : - ' q K CH-N I I 1 01_ R OM Lm 113 13 ROLLING FARMS --- ----BLAST OVEN II 4 1 zo 1 I --- -----—---— — - 4 1 1 ARLINGTON, WA 1 ADDITION REFLECTED CEILING PLAN SALE: 1/6"- , G., 13 14 15 16 17 18 100'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" I i I I I I 5'-9" 12'-0" 5'-9. 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RELEASE FOR: PERMIT SUBMITTAL GWB CEILING ON 6"METAL JOISTS(600S137-33)•16"OC—SEE 24/A5.1.O mLE: ADDITION, WASH ROOM,(MAX JOIST SPAN: 12'—S' •6 PSF DL PER SSMA TECH GUIDE P.63.) REFLECTED CEILING,PLANS HEIGHT PER FINISH SCHEDULE. OEXHAUST FAN 'DESIGNED BY:. DRAWN BY:. a EXISTING SITE FEATURES, BUILDING, DOOR, AND STAIR LOCATIONS ARE SPECULATIVE: REVIEWED BY: APPROVED BY: § O LIGHT COVE PER DETAIL 12/A5.1. DATE: 02 29 16 BASED ON EXISTING DRAWINGS REFERENCED, AND ARE TO BE VERIFIED. 9REETND A6.3 g O SEISMIC JOINT. CEILING AREA BETWEEN SEISMIC JOINTS TO BE LESS THAN - - !p 2,500 SF. 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CITY OF ARLINGTON o CORRIDOR •"F �, ° -i C BUILDIN6DEPARTMENT ,P 27060 p i��� APP OVED FGISTERF DA � LSO VONAL �� EeF'\ NQCNANOES AUTHORIZED G(L t/I 6 I SHEET 1 DE UILDI INN PECT RBYTHE SI STRUCTURAL KEY PLAN DATE JUNE 2016 DRY GROW •i S2 FOUNDATION PLAN&DETAILS $3 ROOF FRAMING PLAN&DETAILS DRAWN BY S4 STRUCTURAL NOTES&DETAILS - GAO ReceivedDESIGN BY M JUL F.P. 212016 A. _ - 1 - - E REV. DA No �1i JOB N0. 16-007 1 TE BY DESCRIPTION SHEET N0. w PARTIAL FLOOR PLAN - NORTH 6/21/16 G.MD REVISED PER ARCHITECTURAS I - FRAME METAL BUILDING, FRAME COLUMNS& OPENINGS BY PRIOR sl -- DESIGN g _7 g g t0 11 • 20'-0" - 20'-0" - 20'-0' 20'-0' _ U 6' 7'- t4" 32'-101h" - - 52'-11W' GAP- EXIST. CLR. - BLDG.- ICI F�_ bt — —1 F_` VPER.lMETER l cD LOCKER S2 I I - - - _ - JI 1 - ('W'� o ono SHEARWALL&FOOTING I L - - - - - - w Np u) ?o PER DTL 2/S2 W/ - - J L - - - - - J— - _ - - - - L VESTIBULE EX.OFFICE _ bO �.N HOLDOWNS PER DR ,� -= _ = T �, T� I _ J w zo LL 3/S2,TYPICAL I L PARTITIONS PER I - ¢Z \ J L ARCHITECTURAL //I _I M PLANS,TYP.. I U w L — s2 II LLB � aI TYP.0 LOCKER co � �+M \ / ( PERIMETER . I ( - JJ - \ �: If - Oks w r%� a 5 m� A �4 - S2 T - - - 3 'EXIST. . . BLDG. z o NEW OPENINGS IN THE EXISTING SHELL ARE BEYOND THE V) SCOPE OF TH EPLANS AND SHOULD BE COORDINATED WITH THE BUILDING MANUFACTURER TO VERIFY THAT ADDITION FOUNDATION PLAN - NORTH Z THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING W- IS MAINTAINED PND THAT THE NEW OPENINGS ARE. PROPERLY FRAMED TO THE EXIST.SUPPORT STRUCTURE F:lyl w W LL, p ckf J 60os20D-43 STUDS® CD 1 2 3 4 5 6 C 24"0/C,INSULATION '25'-0"- 20'-0" 20'-0" - - 20'-0°' - 20'-0° Q w PER ARCNITECN L. TYR 4'-0" 30'-91i - - 55-6Yz" - - - 20'_0" 7'-4" 44"SHEETROCK ms O.S.B.PER CLR EA.SIDE TYP. FRAMING NOTES - ~ o SHEET R-3 TYP.. 6"18GA TRACK W/%"0 ANCHOR BOLTS 0 4'-0° O/C(7"EMBED) -- 3--2"� METAL FLASH. r - 1 PERIMETER / PLAN PER ®24"O/C lai PANEL BON.OF CONC.® - .i -I L _ _ _ _ S2 FTG. L 7. L PaRnnoNs PER I I CONTRACTOR SHALL VERIFY ALL DIMENSIONS I I s2 - p (/) ARCHITECTURAL AGAINST ARCHITECTURAL PLANS AND EXISTING ~ J LFF " _I — —VERTICAL RIGID PLANS,TV. SHEARWALL&FOOTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT z SHEARWALL&FOOTING I I I Z INSULATION PER .'PER DI 2/S2 W/ - 52 PER OR 2/S2 W/(3) 5 CONT a TYP a s F I t - I I - ANY DISCREPANCIES TO ARCHITECT/ENGINEER 0 d _ ARCHITECTURAL o S2 HOLDOWNS PER DTL HaoowYP PER DI PRIOR TO ANY CONSTRUCTION/FABRICATION. p 2I e. i+� AS/IF REQ'D. �< 3JS2.TYPICAL _ 3/S�TYPICAL I I I I W ad *NEW FTG DEPTH - - TO MATCH EXIST. 3'CIR - _ 2 AT GRID A 1. I \ S2 L - - - - - - - - - - - L _ — TYP PERIMETER S2 1 FOUNDATION DETAIL — FTG, ` — — � — — — T L„ Q S2 N.T.S. —� F A - EXIST. BLDG.` - --- - ----_-- -__---- �pN F. poi P`QF WAsy�` I4'az"STRUCT 10 sHEARwaLLPARTITION, EDGE0S/z'YFIELDS. - - ADDITION FOUNDATION PLAN - SOUTH - 18 GA S(MIN.)METALSTU BLOCK JOINTS - - - - -EX.BLDG. q 27060 p R SEE DARCR DBL 18 GA STUD ITEC AL _ Y6"=1-0" - 5"CONCRETE SLAB OVER.(4")34"MINUS CRUSHED ROCK fC/S1T:RR'� 44 SHEETROCK EACH - PER PLAN - PERP,WALL SLAB&EDGE - (SEE PROJECT SOILS REPORT&STRUCTURAL NOTES),WWF /aVAL ENF+ FOR WALL TYPES REINF.PER 6X6-W2.9XW2.9(ALT.#4 0 16"O/C E.W.IF REQ'D.BY END- SIDE,TYP - WHERE OCCURS SIMSPON HTT4 - I/S1 SIM. EX. OWNER)0 t OF SLAB,CONTROL JOINTS 15'O/C EACH INSTALL PER MFR _"I - T.O.S.=TOP OF SLAB SLAB WAY PER STRUCTURAL NOTES..PROVIDE CAPILLARY BREAK 18GA TRACK W/i4°0 5 OF ORL STUD PER 5° SLAB PER ANCHOR BOLTS 0 3'-0' WALL TRACK PLAN B.O.F.=BOTTOM NO FOOTING - &VAPOR BARRIER PER PROJECT SOILS REPOT.AS/IF REQ'D U.N.O.=-0NLESS NOTED OTHERWISE BY OWNER/ARCHITECT. 7T)P SLAB 11.=.D'-0". PLAN O/C(7"EMBED) - - DATE F.F. =FINISH FLOOR PREPARATION PER PROJECT SOILS qWTDUNE 2016 IzAnp ALL PERIMETER FOOTINGS B.O.F.0 F.F.-(2'-0"),U.N.1, b SUBGRADE PREPARATION TO BE PER THE PROJECT DRAIN BY • conic SOILS REPORT AND WITNESSED BY THE PROJECT G.MO ( SIMPSON SSTB16 0 - = BELOW) WO A.B.W/ �(z)Rows of fl8 "slRucr 1 GEOTECHNICAL ENGINEER/SPECIAL INSPECTOR. DESIGN By (). 4 - - / 8 X 1Y4 0 4" y4 DOWEL 018 N - *Nf:VI FTG DEPTH DEEPEN TO 15' 2 CONT. _ 12"EMBED _. X AG 0.6 W _ _ X S-0",EPDXY 4L - TO MATCH EXIST. A.F.P. 2'-0' --STAGGER BLOCK FIELDS, TO EXIST CONC., AT GRID A JOB NO. BLOCK JOINTS. t EX.FTG SECTION PLAN MAINTAIN 3°COVER 16-007 UNDER,DOWEL 0 12" z FOUNDATION DETAIL rT1 FOUNDATION DETAIL O/C®FoonNcs REV. DATE BY DESCRIPTION SHEET NO. S2 N.T.S. S2 N.T5. 1 6/21/16 G.MO REVISED PER ARCHITECTURALS 4 FOUNDATION DETAIL S2 S2 N.T.S. 6 7 8 9 10 11 20'-0" 20'-0" 20'-0° 20'-0" 20'-O"- U 6"GAP 7-4" 32'-10W 52'-11%" EXIST. CLR. BLDG. �I r rr _ —r—�— —11— — — - — - WJ \ N ll I � ITF- - N °° fl 1 •rl wk-�N� - J L - -J— _ _ _ _ _ _ _ _ _ EX.OFFICE Z o N J Q I Fr"1 ��y�jZN L — II ILL N 3 M EXIST. BLDG. _ --- -- -.._— z 0 NEW OPENINGS IN THE EXISTING SHELL ARE BEYOND THE _ ~ SCOPE OF THESE PLANS AND SHOULD BE COORDINATED ADDITION ROOF FRAMING PLAN - NORTH F— WITH THE BUILDING MANUFACTURER TO VERIFY THAT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING M6=T-0" Z IS MAINTAINED AND THAT THE NEW OPENINGS ARE W PROPERLY FRAMED TO THE EXIST.SUPPORT STRUCTUREce W 25'-0" 20'-0" 20'-0" 20'-0" 20'-0" "--1 q8 0 6" ROOF PLYWOOD J �.._ PER PLAN C) Z z 4,_O„ 30'-9Yx" 55'-61k" 20'-0" 7-4" � Q Ld CUR Z o RIM JOIST CLIP #8 0 24° T.O.P.-12'-611" A.F.F.,T.O.P. - 10'-6"A.F.F.O S3 12oos2oo-sa® r iL _ sIM. CD SIMILAR IRPLA�N—"�! LHEADER P24"0/C,SLOPE I L /I _ Z WHERE OCCURS PER PLAN �Aarr "O.S.B.PER S4'GWB I - 3 Q N 3 53 � J RMG NOTES CEILING PER 2 S3 600S200-43 ARCHITECTURAL i S3 i- 7 STEEL STUDS 0 24" < < L.- W O/C,CENTER UNDER SEE 1/S2 BELOW _ Q JOISTS,FINISH& O INSULATION PER I / S3 tC) ARCHITECTURAL \ - FRAMING DETAIL _ =J1 - - -- - - - - -- - - - - - - - - - - - - - — - - - - -L= S 3 N.T.S. 1 \/ p Y M 4 SCREWS T'L TO BLLKG Na EXIST. C� SCREWS PLYWOOD PER PLAN _ _ - ADDITION ROOF FRAMING PLAN - SOUTH �•.P"WASP°F PLYWOOD PER OF y2 o PLAN s"o/c CONTRACTOR SHALL VERIFY ALL DIMENSIONS LADDER AGAINST ARCHITECTURAL PLANS AND EXISTING 27060 "2'1 BAY 0 4' CONDITIONS PRIOR TO CONSTRUCTION. REPORT fC/ST12005200-68 STEEL 0/C,cur A�cN ISTs FRAMING NOTES: ANY DISCREPANCIES TO ARCHITECT/ENGINEER7pNaLJOISTS 0 24"O/C/, SNUG W S TYP. SLOPE PER PLAN 1.T.O.F.PER PLAN/DETAILS, EXTENT OF THIS PRIOR TO ANY CONSTRUCTION FABRICATION. /1-f�l 2.ALL JOISTS TO BE 12"DP 12005200-68 STEEL JOISTS ERG POINT JOIST TYPE / PERO.S.B. TO 0 4"0/C 0 24"0/C UNLESS NOTED,FIRE BLOCK AND FILL CAVITY PER FRMG TO PLATE AS/IF REQUIRED BY CODE. 60OS200-43—- "J NOTES 3,ROOF DIAPHRAGM-%"COX SCREWED W/#8 X 1Y4" DATE STEEL STUDS 0 SCREWS 0 6"PANEL EDGES AND 12*FIELDS U.N.Q. INDICATES JOIST JUNE 2016 24' O/C,FINISH& HEADER PER PLAN 1 ORIENTATE SHEETS PERPENDICULAR TO JOISTS. SPAN DIRECTION INSULATION PER WHERE OCCURS (121OS200-68 STEELA PER FRAMING T.O.P. 4,PERIMETER WALLS TO HAVE ode"OSB ON EXTERIOR SIDE DRAWN BY ARCHITECTURAL JOISTS 0 24"0/C, NOTES 0 S/W VARRIES W/N6 X 1Y, SCREWS 0 6"EDGES AND 12"FIELDS, G.MO SLOPE PERPLAN BLOCK JOINTS. DESIGN BY CEILING PER 5.INTERIOR SHEARWALLS TO HAVE%*STRUCTURAL 1 ARCHITECTURAL SEE 1/S2 BELOW HEADER PER PLAN PLYWOOD(1)SIDE W/#8 SCREWS 0 4"EDGES,12" T.O.F.=TOP OF FRAMING A.F.P. WHERE OCCURS4§ GWB FIELDS,BLOCK JOINTS. T.O.P.=TOP OF WALL PLATE JOB NO. SHEARWALL PARTITION 6.TOP PLATES ARE TO BE CONTINUOUS OVER THE TOPS U.N.O.=UNLESS NOTED OTHERWISE 16-007 18GA STEEL STUDS 0 24 OF ALL HEADERS,LAP&SCREW WITH(10)#8 SCREWS F.F. =FINISH FLOOR z FRAMING DETAIL 18G PER ARCHITECTURAL SEE 2/52 BELOW EACH SIDE OF ALL TOP PLATE SPLICES. A.F.F.=ABOVE FINISH FLOOR REV. DATE BY DESCRIPTION S3 N.T.S. O/C7.BLOCK BETWEEN JOIST)AT ALL POINTS OF BEARING SHEET NO. AND PROVIDE BRIDGING 0 8'-0"O/C MAX. 1 6/21/16 G.MO REVISED PER ARCHITECTURALS 3 FRAMING DETAIL 8.(2)800SI62-54 HEADER W/DBL STUD EA.END 0 S3 N.T.S. BEARING WALLS,U.N.O. S Z STRUCTURAL NOTES: DESIGN LOADS REINFORCEMENT SPECIa INSPECTIONS&TESTS R OI U ROOF SNOW LOAD .., ..25 PSF REINFORCEMENT SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 GRADE 60 (SEE NOTES ABOVE ALSO) 2 J ROOF DEAD LOAD,._,.. .....15 PSF(UNIFORM) AND MADE FROM NEW BILLETS REINFORCING TO BE WELDED SHALL BE ASTM A-615 GR. ALL INSPECTION AND TESTING SHALL COMPLY W/THE 2012 IBC CHAPTER 17 I['"•"1! SLAB LIVE LOAD....... .. .125 PSF 60 WITH A CARBON EQUIVALENT(C.E.)OF 0.55 OR LESS,OR ASTM A-706. AND OTHER APPUCABLE BUILDING CODE SECTIONS AND ARE IN ADDITION TO / WIND LOAD ZONE........... .....B5 MPH,EXP.C WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185.WIRE MESH SHALL LAP THE INSPECTIONS MADE BY THE BUILDING OFFICIAL. SEISMIC.... ........................................... ,....BITE CLASS D,USE GROUP 1 ONE FULL MESH AT SIDES AND ENDS. A)SPECIAL INSPECTIONS ARE REQUIRED BY THE GEOTECHNICAL ENGINEER600SI37-43 CEILING Sds=0.800,Sdt=0.400 AP ALL REINFORCING BARS 60 DIAMETERS AT ALL SPUCES,CORNERS,AND INTERSECTING (OR HIS REPRESENTATIVE)FOR THE FOLLOWING WORK: // // JOISTS 0 24"O/C ALLOWABLE SOIL BEARING..........................................................1,500 PSF WALLS,UNLESS NOTED OTHERWISE. COVER OVER REINFORCEMENT SHALL BE A MINIMUM OF / BRACE TO STRUCTURE y�q APPUCABLE CODES......., 2012 IBC,UMC,IFC&UMC,INC 1.GENERAL COMPLIANCE WITH SOILS REPORT(IF ANY)DURING SITE / / 3 INCHES FOR CONCRETE PACED ON GROUND,2 INCHES FOR CONCRETE EXPOSED TO GROUND SI 8'-0"EO/CRN PER DES 2/S1 r.G{J AND OTHER CITY OF ARLINGTON ADOPTED CODES&STANDARDS OR WEATHER AFTER REMOVAL OF FORMS,AND 1 1 2 INCHES UNLESS NOTED OTHERWISE. PREPARATION F TO OCCUR PERIODICALLY DURING THE SITE // / SIM.,ALTERNATE SIDES A..( / PREPARATION FOR THE BUILDING FOUNDATION,SLAB AND PAVED ANCHOR BOLTS,DOWELS,AND OTHER EMBEDDED HEMS TO BE SECURELY TIED IN PACE / GENERAL NOTES AREAS. � ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS BEFORE CONCRETE IS POURED. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW 2.OBSERVATION OF EXCAVATIONS,STRUCTURAL FILL PLACEMENT, •1"I z F (IF ANY). DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEFORE FABRICATION. - AND FIELD DENSITY FOR PREPARATION OF SOILS UNDER BUILDING THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, EXPANSION ANCHORS FOOTINGS. ^^^\\ tV BRACING,AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE,AND LOCAL SAFETY B)SPECIAL INSPECTIONS ARE REWIRED BY THE SPECIAL TESTING AGENCY W Z EXPANSION ANCHORS SHALL BE SIMPSON STRONG-BOLT OR EQUIVALENT APPROVED BY THE p ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. ALL ERECTIONENGINEER (#)FOR THE FOLLOWING WORK: - �„� ACCOMPANIED BY CURRENT ICC CBO REPORT-2012 IBC COMPLIANT. INSTALL INSULATE PER I ( /I ^^`` PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVATIONS MUST BE APPROVED BY ANCHORS PER ICC/ICBO REPORT NUMBER ESR-1771. SPECIAL INSPECTION IS REWIRED I. REINFORCED CONCRETE: CONTINUOUS INSPECTION DURING THE ARCHITECTURAL W Zro OSHA PRIOR T ERECTION. DURING INSTALLATION. DO NOT CUT/DAMAGE EXISTING REINFORCING TO INSTALL ANCHORS. PLACEMENT&CASTING OF SAMPLES,AND COMPRESSION TESTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING 2. REINFORCING STEEL CONTINUOUS INSPECTION DURING N LAGGING,SHORING,AND PROTECTION OF ADJACENT PROPERTY,STRUCTURES,STREETS,AND ADHESIVE ANCHORS PLACEMENT OF ALL REINFORCING PRIOR TO POURING OF CONCRETE. •1"1 i g N UTIUTIES IN ACCORDANCE WITH ALL NATIONAL,STATE,AND LOCAL SAFETY ORDINANCES. ADHESIVE ANCHORS SHALL BE SIMPSON SET-XP(ICC/ICBO ESR-2508)WITH A307 THREADED 3. ANCHOR BOLTS REQUIRED DURING THE PLACEMENT OF ALL _ _ — 3i m THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND ROD,OR AN EQUIVALENT SYSTEM(ACCOMPANIED BY CURRENT ICC/ICBO REPORT-2012 IBC ANCHOR BOLTS IN CONCRETE. -'- __- �- - w rn a SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION COMPLIANT)APPROVED BY THE ENGINEER. INSTALL ANCHORS PER ICC/ICBO REPORT NUMBER 4. EXPANSION OR EPDXY BOLTS: PERIODIC INSPECTION DURING - - J w w OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ESR-2508,SPECIAL INSPECTION NS REQUIRED DURING INSTALLATION. DO NOT CUT/DAMAGE PLACEMENT IN CONCRETE. ZSUSPENDED � -SHOP DRAWINGS REQUIRED BY THESE NOTES SHALL BE SUBMITTED TO THE ENGINEER EXISTING REINFORCING TO INSTALL ANCHORS. 5. WELDING PERIODIC INSPECTION OF ALL STRUCTURAL WELDING, CEILING W z N FOR RENEW PRIOR TO FABRICATION. - INCLUDING WELDING OF STRUCTURALSTEEL. ON-SITE BY W.A.B.O. 0 9'-0"A.F.F.PER �=u-) STRLu;+,UaeJ_ DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS STEEL CERTIFIED WELDERS A S CURRENT CERTIFICATION T BE VERIFIED BY ARCHITECTURAL V) ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, ALL METHODS AND MATERIALS SHALL CONFORM TO IBC CHAPTER 22 AND THE AISC SPECIAL INSPECTOR AND INCLUDED IN REPORT. SITE/VISUAL 362S200-33(MIN.)STUDS SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. SPECIFICATION,LATEST TEST EDITION,FOR THE DESIGN,FABRICATION AND ERECTION OF INSPECTION AND VERIFICATION OF SHOP WELDING AND 0 24",U.N.O.BY r, 3 1 SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR AND WALL OPENINGS, STRUCTURAL STEEL FOR BUILDINGS. MATERIAL FOR STRUCTURAL SHAPES SHALL BE ASTM CERTIFICATION IS REWIRED UNLESS FABRICATOR IS PRE-APPROVED - ARCHITECTURAL,WALL. FBI N F Z r FLOOR FINISHES,ETC. REPORT ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND A572 GRADE 50(Fy=50 KSI). MATERIAL FOR BARS&MISC.STEEL SHALL BE ASTM A-36 PER IBC SECTION 1705. - COVERING PER ARCH. SEE DTL 1 St �00 STRUCTURAL DRAWINGS TO THE ENGINEER. SEE MECHANICAL,PLUMBING,AND (Fp36 KSI)OR ASTM A572 GRADE 50(Fy=50 KSI). BOLTS PER ASTM A-307,UNLESS NOTED 6. EMBEDDED CONNECTIONS INSPECTION REQUIRED FOR PLACEMENT PLAN SHEET A3.1 SIM.BELOW O J *m M OTHERWISE. HIGH STRENGTH BOLTS PER ASTM A-325,WHERE NOTED. NUTS PER ASTM OF STRUCTURAL ITEMS EMBEDDED IN CONCRETE PRIOR TO POURING 1 CORRIDOR DETAIL Q-1. aPi a ELECTRICAL DRAWINGS FOR SIZE AND LOCATION UI ALL OPENINGS REWIRED FOR DUCTS, A-563. PIPE PER ASTM A-53,GRADE B. TUBES PER ASTM A-500 GRADE B(Fy=46KSI). DURING 1,gq N.LS. PIPES AND ALL PIPE SLEEVES,ELECTRICAL CONDUIT,AND OTHER ITEMS TO BE EMBEDDED IN WELDING SHALL ONLY BE DONE BY A CERTIFIED WELDER AND SHALL BE IN ACCORDANCE WITH OF CONCRETE. CONCRETE E OTHERWISE INCORPORATED IN REQUSTRUIRED FOR WORK. AWS AND AISC SPECIFICATIONS;ELECTRODES PER AWS(E70XX MIN.) FIELD WELDS SHALL HAVE 7 INSTALLATION AAL NDINSTALLATION PERIODIC NOFEHGHNSTRENGTH BOLTS IF PROVIDE OPENINGS AND SUPPORTS,AS REQUIRED FOR HEATERS,MECHANICAL EQUIPMENT, SPECIAL INSPECTION IBC SECTION 1705.2,UNLESS NOTED OTHERWISE. MINIMUM WELD SIZE AN VENTS,DUCTS,PIPING,ETC. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR �• 3/16"FILLET,UNLESS NOTED OTHERWISE. 8.. MOISTURE CONTENT: MOISTURE CONTENT OF ROOF -LATERALLY BRACED. 3 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE FABRICATION. PAINT ALL FRAMING/SHEATHING TO BE 14%OR LESS PRIOR TO INSTALLATION THE BEST PRESENT KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL STRUCTURAL STEEL EXPOSEDTO WEATHER UNLESS NOTED OTHERWISE ON DRAWINGS OF INSULATION. z CONDITIONS CONFUCT WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE ARCHITECT/ 3/4°DIAMETER AIR RELIEF HOLES 0 12'O.C.EACH WAY SHALL BE PROVIDED IN THE 9• SHOP/PREFABRICATED CONSTRUCTION; o0 ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE MODIFICATION OF DETAILS OF HORIZONTAL SURFACES OF ALL EMBEDDED BEARING PLATES AND ANGLES OVER 6"IN WIDTH PER IBC 1705 ARE REQUIRED UNLESS THEF&&%VWT'ONS V) _ CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. MEN THEY ARE ABOVE THE BOTTOM OF THE CONCRETE MEMBER IN THE CASTING POSITION. APPROVED PER IBC SECTION 1705. (— ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN HEADED OR WELDED STUDS SHALL BE MANUFACTURED BY NELSON STUD WELDING OR EQUAL 10. FASTENERS PERIODIC INSPECTION DURING THE FASTENING OF THE Z a DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING,BUT NOT APPROVED BY THE ENGINEER. STEEL STUD MATERIAL,WELDING,AND INSPECTION SHALL BE ROOF DIAPHRAGM AND SHEARWALLS(IF/ANY).. EDGE TRACK N LaJ LIMITED TO RELATIVE LOCATION AT MEMBERS,ELEVATIONS,LOCATION OF ALL OPENINGS, IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY AND AS APPROVED BY THE ENGINEER #SPECIAL INSPECTORS AND TESTING LABORATORIES SHALL BE PROVIDED AS REQ'D. :2 ETC.,AND MUST BE USED IN THE DEVELOPMENT OF SHOP DRAWPLYWOOD FOR INSULATIONINGS. MECHANICAL UNITS AND BY THE OWNER AND CERTIFIED BY THE WASHINGTON ASSOCIATION OF � W SPRINKLER LINES LARGER THAN 3 INCHES THAT ARE TO BE SUPPORTED BY THE ROOF OR FLOOR BUILDING OFFICIALS(W.A,B.O.)IF REQUIRED BY THE BUILDING q8 0 24"TIP L¢i� 0 STRUCTURE MAY CHANGE THE SIZES OF THE FRAMING MEMBERS THAT SUPPORT THESE ITEMS. PLYWOOD SHALL BE DOUGLAS FIR WITH APA STAMP ON EACH SHEET. GRADE,PANEL SPAN OFFICIAL. SPECIAL INSPECTORS.SHALL FURNISH INSPECTION REPORTS SHOP DRAWINGS SHOWING LOCATION,'SIZE AND WEIGHT OF THESE ITEMS SHALL BE SUBMITTED RATING,AND THICKNESS TO BE AS SHOWN ON THE DRAWINGS. PLYWOOD SHALL CONFORM AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL AND POE C) TO THE JOIST MANUFACTURER AND THE ENGINEER PRIOR TO FABRICATION OF THE STRUCTURE TO THE 2012 IBC. ENGINEERING,INC. 6005137-43 CEILING ciz SO THAT MEMBER SIZES MAY BE VERIFIED AND CHANGED IF NECESSARY. SHOP DRA WNCS• - JOISTS 0 24"0/C Z SKYLIGHT AND STOREFRONT CONTRACTORS(IF ANY)SHALL SUBMIT STRUCTURAL DESIGN ALL STUDS AND JOISTS S LL STUDS AND JOIST FRAMING SHALL BE OF THE TYPE,5ZE AND GAGE AS SHOWN ON SUBMIT A M OF(4)SETS OF PRINTS TO THE ENGINEER PRI CALCULATIONS AND DRAWINGS FOR ALL FRAMING MEMBERS AND CONNECTIONS(INCLUDING THE PLANS AND SHALL BE MANUFACTURED BY CLARK DIETRICH BUILDING SYSTEMS OR FABRICATION ORUCO STRUCTON. ALLOW(5)BUSINESS DAYS FOR OR TO J CONNECTIONS TO STRUCTURAL MEMBERS),TO STRUCTURAL ENGINEER AND BUILDING DEPARTMENT AN APPROVED EQUAL. IF PARTITION FRAMING IS NOT DETAILED,SUBMIT SHOP DRAWINGS ENGINEER TO REVIEW THE GENERAL CONTRACTOR SHALL REVIEW AND C) Z z FOR THEIR APPROVAL PRIOR TO FABRICATION. CALCULATIONS AND DRAWINGS SHALL COMPLY (INCLUDING BRACING TO STRUCTURE)TO THE ARCHITECT/ENGINEER AS NOTED BELOW. APPROVE SHOP DRAWINGS BEFORE SUBMITTAL TO THE ENGINEER.WITH ALL REQUIREMENTS OF LATEST APPLICABLE BUILDING CODE. THESE DRAWINGS SHALL THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED BY CLARK DIETRICH BUILDING .REFERENCE PLANS AND DETAILS AS APPLICABLE. DEVIATIONS FROM THESE Q BE DESIGNED AND SIGNED BY A.CIVIL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. SYSTEMS SHALL BE CONSIDERED THE MINIMUM PERMITTED FOR ALL THE FRAMING MEMBERS. PRIOR TO FABRICATION OF THE FRAMING,THE CONTRACTOR SHALL SUBMIT IF THE FABRICATOR'S SHALL R' CHOP D AWINGIDENTIFlED. ® JOIST CUP PER Z a FOUNDATIONS IF THE FABRICATOR'S SHOP DRAWINGS ARE THE SOLE DESIGN,DIFFER IN iBGA RIM TRACK MFR,TYP. ALL FOOTINGS SHALL BEAR ON UNDISTURBED GROUND OR STRUCTURAL FILL PREPARED PER THE FABRICATION AND ERECTION DRAWINGS TO THE ENGINEER TO,OBTAIN APPROVAL DESIGN,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY ALL STUDS AND JOISTS 12,14,AND 16 GAGE SHALL BE FORMED FROM STEEL THAT SHALL BE STAMPED BY A LICENSED STATE OF WASHINGTON CIVIL ENGINEER F N PROJECT SOILS REPORT. ALL FOOTINGS SHALL BE A MINIMUM OF 18 INCHES BELOW GRADE CORRESPONDS TO THE REQUIREMENTS OF ASTM A570 WITH A MINIMUM YIELD OF 50,000 PSI. RESPONSIBLE FOR THE DESIGN. CALCULATIONS SUBMITTED ARE FOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. 10 ALL 18 AND 20 GAGE STUDS AND JOISTS,AND ALL PAINTED TRACK,BRIDGING AND END INFORMATION ONLY AND WILL NOT BE STAMPED OR RETURNED EXCEPT AT FILL UNDER FOOTINGS AND SLABS SHALL BE COMPACTED TO 95%MINIMUM OF MAXIMUM DRY CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE THE OPTION OF THE ENGINEER. DENSITY PER ASTM D-1557. COMPACTION OF FILL SHALL BE IN UFTS NOT TO EXCEED 8 REQUIREMENTS OF ASTM A611,GRADE"C"WITH A MINIMUM YIELD OF 33,000 PSI. ALL REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF INCHES LOOSE THICKNESS. EACH LIFT SHALL BE TESTED FOR COMPLIANCE WITH COMPACTION PAINTED STUDS,JOISTS AND ACCESSORIES SHALL BE PRIMED WITH RUST-INHIBITIVE PAINT THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION INCLUDED FT REQUIREMENTS BY AN APPROVED LABORATORY. MEETING THE PERFORMANCE REQUIREMENTS OF TT-P-636C. IN THE CONTRACT DOCUMENTS. ANY MARKINGS OR COMMENTS ARE SUBJECT 20GA TOP °p FOUNDATION EXCAVATIONS SHALL BE EXAMINED BY THE SOILS ENGINEER OR APPROVED TESTING ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON A ANGLE,AS FOR BRACING,TO TO THE REQUIREMENTS OF THE DRAWNGS AND SPECIFICATIONS. THE TRACK LABORATORY PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION CONTRACTOR IS RESPONSIBLE FOR CORRELATING AND CONFIRMING MATERIAL FOR FILLING AND BACKFIWNG SHALL CONSIST OF THE EXCAVATED MATERIAL UNTIL PROPERLY FASTENED. .DIMENSIONS,CHOICE OF FABRICATION PROCESS AND TECHNIQUES OF (/') AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER,TRASH,LUMBER,OR ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING.DISSIMILAR STUD CONSTRUCTION,COORDINATION OF HIS(OR HER)WORK WITH OTHER 362S200-33(MIN.) OTHER DEBRIS. ALL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 COMPONENTS SHALL BE DONE BY WELDING,SCREW ATTACHING OR BUTTING. WIRE TYING OF TRADES,AND PERFORMING THE WORK IN A SAFE AND SATISFACTORY Lil INCHES THICK. PROPERLY MOISTEN ALL BACKFlLL MATERIAL TO APPROXIMATE OPTIMUM FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. MANNER. STUDS 0 24",U.N.O.BY ARCHITECTURAL —I REQUIREMENTS AND THOROUGHLY ROLL OR COMPACT WITH APPROVED EQUIPMENT IN SUCH A PREFABRICATED PANELS SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF SHOP DRAWINGS SHALL TO BE SUBMITTED INCLUDE BUT ARE NOT LIMITED C) MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 95%OF MAXIMUM DRY PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO CAUSE LOCAL TO THE FOLLOWING ITEMS DENSITY FOR OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557 METHOD OF DISTORTION OF ANY MEMBER.. - J 1.CONCRETE MIX DESIGNS. J COMPACTION. HAND TAMPERS SHALL WEIGH AT LEAST 50 LEIS EACH AND SHALL HAVE A FACE BUTT WELDS OR SPLICES SHALL BE USED AT ALL BUTT JOINTS IN TRACK. X SPUCES IN AXIAL 2.CONCRETE REINFORCEMENT.' AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPER MAY BE OPERATED EITHER LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE FILLET,PLUG, 3.STRUCTURAL AND MISCELLANEOUS STEEL Q FRAMING DETAIL � ,yJ I--• MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION BUTT,OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL WELDING SHALL NOT BE DONE . EQUIPMENT CANNOT BE USED. BACKFlLL AROUND THE EXTERIOR WALLS SHALL NOT BE PLACED ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND ;q N TS. UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF BRACING SYSTEMS WED. WHERE STUDS ARE BURNED THROUGH BY WELDING,PROVIDE SUITABLE STITCH PLATE BACKFlLL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF DAMP PROOFING(WHERE REQUIRED). c) CONCRETE C1. 1 ALL CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: QUALITY OF N CONCRETE SHALL BE DETERMINED BY ACI 318 AND CHAPTER 19 OF THE 2012 IBC. MINIMUM 28 - DAY COMPRESSIVE STRENGTH SHALL BE AS NOTED BELOW. USE 5 1/2-94#SACKS PER YARD OF TYPE I CEMENT WITH 6.6 GALLONS OF WATER PER SACK OF CEMENT. ALTERNATE MIX DESIGNS MAY BE USED WITH PRIOR REVIEW AND APPROVAL OF SUBMITTED DATA. MAXIMUM SLUMP-4 INCHES(+OR-1/2'). ALL METHODS AND MATERIALS PER CHAPTER 19 OF THE 2012 IBC. PROVIDE ONE SET OF 3 CYLINDER TESTS FOR EACH FOUR HOURS OF CONCRETE PLACEMENT OR FOR EACH POUR.COPIES OF TEST REPORTS SHALL BE SENT TO THE ENGINEER AND THE BUILDING DEPARTMENT ULTIMATE COMPRESSIVE STRENGTHS(AT 28 DAYS)SHALL BE: SLAB ON GRADE: 3,500 PSI FOOTINGS: 3,000 PS WALKS/MISC: 3,000 PSI - V. F. por CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION(OR SEALED WITH A CHEMICAL SEALER)FOR A MINIMUM OF FIVE(5)DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. KEYED CONSTRUCTION JOINTS SHALL BE USED IN.ALL CASES EXCEPT SLABS ON GRADE.ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL AITANCE SHALL BE REMOVED. 270 ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT C �ISTE CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 70IVAL E''� SLABS ON GRADE: SLABS SHALL HAVE THICKNESS PER PLAN AND BE PLACED OVER 4'OF 5/8° MINUS CRUSHED ROCK,UNLESS DIRECTED OTHER-WISE BY SOILS REPORT(VERIFY). REINFORCING SHALL BE PER PLAN PLACED AT THE CENTER OF THE SLAB. REINFORCING SHALL BE PLACED ON CHAIRS OR DOBIES TO ASSURE PROPER PLACEMENT. POUR JOINTS SHALL HAVE DATE /5 SMOOTH STRAIGHT DOWELS X 24'AT 24"ACROSS THE COLD JOINT. THESE DOWELS SHALL JUNE 2016 BE COATED WITH GREASE ON ONE SIDE TO PREVENT BONDING,OR COVERED WITH A PAPER OR PLASTIC SLEEVE, CRACK CONTROL JOINTS SHALL BE PLACED AT 15 FEET ON CENTER MAXIMUM '. DRAWN.BY IN EACH DIRECTION. ACCEPTABLE JOINTS SHALL BE EITHER A POUR JOINT AS NOTED ABOVE, - GAO ZIP-STRIP INSTALLED PER MANUFACTURERS RECOMMENDATIONS,OR SAW CUTS 1/8"X 1/4 OF THE SLAB THICKNESS(BUT NOT LESS THAN 1 1/4'). IF SAW CUTS ARE TO BE USED,THE DESIGN BY 'CUT MUST BE MADE AS SOON AS THE SLAB WILL SUPPORT THE SAW AND THE SAW WILL NOT A.F.P. RAVEL THE CUT(THIS IS USUALLY 4 TO 12 HOURS AFTER FINISHING). CONTROL JOINTS JOB N0. SHALL OCCUR AT RE-ENTRANT CORNERS OR AT OTHER ABRUPT CHANGES IN DIMENSIONS. JOINTS SHALL INTERSECT COLUMN CENTERUNES,AND AT COLUMNS,BE IN A DIAMOND 16-007 PATTERN. REV. DATE BY �'�� DESCRIPTION SHEET N0. ALL CONCRETE WITH A DESIGNATED STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE CONTINUOUS INSPECTION PER IBC SECTION 1705.3 BY AN INSPECTOR APPROVED BY THE 1 06/21/18 G.MO I REVISED PER ARCHITECTURALS BUILDING DEPARTMENT AND THE ENGINEER, PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL (� A CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. - J_LTL Ir CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 % PHONE; (360) 403-3551 BUILDING PERMIT Address: 18520 67th Ave NE Permit th 974 Parcel#:31052200100200 Valuation: 1200000.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON VENTURES LLC Name:SynThesis PLLC Name:PENNON CONSTRUCTION Address: 10510 NORTHUP WAY STE 210 Address:12503 Bel-Red Rd,Suite 101 Address:5303 1st Ave S,Suite 100 City,State Zip:KIRKLAND,WA 98033 City,State Zip:Bellevue,WA 98005 City,State Zip:SEATTLE,WA 98108 Phone: Phone:425-646-1818 Phone:206-418-0235 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: 2 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCl10/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be re ned on your sales tax return form and code 1City o' lii ton#3 L IL nature Prie ame to Released By Uat CONDITIONS See redlined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/25/2016 Building Permit Fee $8,833 19 4/25/2016 Building Plan Review Fee $6,096 47 Total Due: $14,929.66 Total Payment: $0 00 Balance Due: $14,929.66 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i I I Permit Information Date 4/15/2016 Permit Number 974 Project Name Rolling Farms Applicant Name SynThesis PLLC Applicant Address 12503 Bel-Red Rd,Suite 101 City,State,Zip Bellevue,WA 98005 Contact Randy Brown Phone 425-646-1818 Email randy.brown@synthesispiIc.com Permit Type Commercial Alteration Site Address 18520 67th Ave NE Valuation 1200000.00 Status Completed Permit Issued 4/25/2016 Permit Expires 10/24/2016 Square Feet 68211 Type of Construction/Occupancy Load III-B Number of Stories 2 Proposed Use 1301 sf addition to 66,910 sf.Tenant improvement for agricultural grow facility Assigned To Kristin Foster Property Information Owner Information Parcel#:31052200100200 ARLINGTON VENTURES LLC ARLINGTON VENTURES LLC 10510 NORTH UP WAY STE 210 18520 67TH AVE NE KIRKLAND,WA 98033 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# PENNON CONSTRUCTION 206-418-0235 —]CONTRACTOR JLabor&Industries J1PENNOCC0i3Q3 Inspection Date Type Description Scheduled Time Completed Assigned Status Date Date To /17/2017 Commericial Approved TCO except for rooms 127 thru 133.Owner 2/17/2017 0:0 /17/2017 Rick Karns Approved o contact us for remainder of structure for CO. 3/27/2017 Commericial Extraction room complete.Engineer of record 0:0 /24/2017 Kevin Approved approved by Christopher J.Baker,P.E.,LEED AP. Olander 11/18/201 Inspection 3eiling grid main hallway&west room to exit complete. 0:0 11/17/2016 Kevin �pnv�ed 11/17/16 KO. lander 10/20/201 JInspection Stair well enclosure framing and sprinklers OK to cover 00:0010/20/2016 Kevin Approved 10/20/16 KO. I Olander '10/20/2016Inspection Extraction room 1st layer sheetrock approved 10/20/16 130:0 10/20/2016 Kevin Approved KO. Olander /2/2016 Inspection Downspout drains approved.KO. 0:0 O/2/2016 Ilan Approved lander /3/2016 lCommericiall 00:0 pprovej Review Date Type Description Target Completed Assigned To Status Date Date 2/21/2017'Commercial Extraction Room Review '/28/2017 Kevin In Review T.I. - lander 7/21/2016 Commercial Review red-lined drawings. 7/28/2016 3/3/2016 Kevin pproved with T.I. lander Conditions 4/15/2016 Tommercial No comments,LT 4/22/2016 4/18/2016 Re Admin Complete ^ommercial There has been no utility easement for the water PW-Wat- V15/2016 T.I. main recorded for this property.GS 4/22/2016 Rev In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $8,833.19 Building Permit Fee 322.10.00.00 $1,562.8 Building Plan Review Fee 345.83.00.00 $1,015.89 Building Plan Review Fee 345.83.00.00 $6.096.47 Total $17,508.4 Payments Date Paid By Amount Description I Payment Type Accepted B 8/4/2016 Thomas Lee $2,578.7 i0727518 Icc 5/12/2016 Alaska LLC $14.929.66 lCheck#1251 jKristin Foster Total $17,508.45 Amount Outstanding:$0.0 Notes Date Note 2/21/2017 Received Extraction Room plans and technical report-Ip 8/9/2016 Emailed Martin placard information KF 8/4/2016 Emailed Martin at Pennon that the revised plans are ready to be picked up.KF 8/4/2016 Revised plans and Structural Calculations that were received on 7/21/2016 review is complete as of 8/3/2016. KF 7/22/2016 Emailed Martin for second set of revised plans.KF 7/21/2016 Received revised plans and structural calculations.KF 4/15/2016 Plans are available for view in the CED review room. Uploaded Files Upload File Date File Uploaded B 3/30/2017 4:04:02 PM 18520 67th Ave Rolling Farms Cart,of Occ.pdf Foster,Kristin X 3/28/2017 2:49:18 PM 974 Special Inspection Letter of Complebon.pdf Foster,Kristin X 11/14/2016 9:57:59 AM 974 Generator Pad Compressive Strength Test 10-25-2016.pdf Foster,Kristin X 10/31/2016 4:49:21 PM 974 CO2 Pad Compressive Strength Test 10-27-16.1odf Foster,Kristin X 10/4/2016 3:14:12 PM 974 CO2 Pad Inspection 9-28-16.pdf Foster, Kristin X 9/8/2016 8:27:03 AM 974 Compressive Strength Test 8-1-16.pdf Foster, Kristin X 8/4/2016 8:44:52 AM 974 7-21-2016 Structural Calcs.pdf Foster, Kristin X 8/2/2016 4:40:11 PM 974 Compressive Strength Test 6-16-16.pdf Foster, Kristin x 8/2/2016 4:40:10 PM 974 Compressive Strength 7-11-16.pdf Foster, Kristin X 8/2/2016 4:40:10 PM 974 Footing Subarade Inspection.odf Foster, Kristin X 8/2/2016 4:40:10 PM 974 Topping Slab.pdf Foster, Kristin X 8/2/2016 4:40:10 PM 974 Concrete Slab pddf Foster, Kristin x 5/12/2016 10:59:30 AM 974 Permit.pdf Foster,Kristin X 4/15/2016 3706:11 PM BLD 974 Application.pdf Foster,Kristin I k 4/15/2016 3:06:11 PM IBLD 974 NREC.pdf I Foster,Kristin i o Permit Information Date 4/15/2016 Permit Number 974 Project Name Rolling Farms Applicant Name SynThesis PLLC Applicant Address 12503 Bel-Red Rd,Suite 101 City,State,Zip Bellevue,WA 98005 Contact Randy Brown Phone 425-646-1818 Email randy.brown@synthesispllc.com Permit Type Commercial Alteration Site Address 18520 67th Ave NE Valuation 1200000.00 Status Issued Permit Issued 4/25/2016 Permit Expires 10/24/2016 Square Feet 68211 Type of Construction/Occupancy Load III-B Number of Stories 2 Proposed Use 1301 sf addition to 66,910 sf.Tenant improvement for agricultural grow facility Assigned To Kristin Foster Property Information Owner Information Parcel#:31052200100200 ARLINGTON VENTURES LLC ARLINGTON VENTURES LLC 10510 NORTHUP WAY STE 210 18520 67TH AVE NE KIRKLAND,WA 98033 Contractors Contractor Name�J Primary Contact Phone Email Contractor Type License License# PENNON CONSTRUCTION 206-418-0235 CONTRACTOR 1-abor&Industries 1PENNOCC013Q3 Review Date Type Description Target Completed signed To Status Date Date 4/15/2016 Commercial (Review red-lined drawings. 4/22/2016 4/22/2016 Kevin pproved with T.I. Zander onditions 4/15/2016 commercial No comments,LT 4/22/2016 4/18/2016 Re Admin (Complete 4/15/201 Commercial There has been no utility easement for the water 4/22/2016 IPW-Wat- IIn Review I.I. main recorded for this property.GS Rev Fees Fee Description Notes Amount Building Permit Fee 322.10.00.Oq $8,833.1 Building Plan Review Fe 345.83.00.0 $6,096.47 Total $14,929.6 Payments Date Paid By Amount Descri tion Payment Type Accepted B 5/12/2016 Alaska LLC $14.929.6 heck#1251 jKristin Foster Total $14,929.0 Amount Outstanding. 50.0 Notes Date Note 7/22/2016 Emailed Martin for second set of revised plans.KF 7/21/2016 Received revised plans and structural calculations.KF 4/15/2016 Plans are available for view in the CED review room. Uploaded Files Upload File Date File 7/22/2016 3:02:13 PM `'pedal Inspection-Compressive Strength Test 6-16-16. df 7/22/2016 3:02:13 PM Special Inspection-Com ressive Stren th 7-11-16 df 7/22/2016 10:15:47 AM Special Inspection-Concrete Slab. df 7/21/2016 11:09:18 AM 974 Structural Calcs. df 6/29/2016 12:58:24 PM ecial InM ction-To in Slab. df 5/12/2016 10:59:30 AM174 Permit. df 4/15/2016 3:06:11 PMD 74 A lication. df 4/15/2016 3:06:11 PMD 974 NREC. df LO achi C •�' N Z 0 o w o N 9� E-a H U 0 s a ^ W w o o Im Cl) !� H m o UQj p H "a N < W. N >4 / z 0 p A po p w o o � U e— Q' o n zw a1 U � o pz o �, ao w o o (� Z u x o w z °' w O N EW-i Z o z oar W z o LO °o v 0 O Q u �. 0-4 ao H u ny W z ¢ CD H W ti � _ i �� Pat Staup -fit 7 - From: tl 8 sZ U & •7 *ll At Sent: Martin Mitzlaff To: Friday, November Subject: pat Staup 04- 2016 8;40 AM FW: Obstructions see below. Martin Mitzlaff PENNON CONSTRUCTION CO 5303 1StAve S, Suite 100 MPANY,INC. Seattle, WA 98108 206.418,0235 p 1360.710.4 7`i0 c WWW. ennonconstruction.com ZOG.418.0237 f From:keith [mailto:keith Sent: Monday, October 24 2016 :24 PM To: Martin Mitzlaff< ' 2016 3:24 PM Subject: F martinet@pennonconstruction.corn>• Wd: Obstructions Keith q Kyle<keith@burnsfire.corn> Martin, See below for obstruction rules for Youruse. Keith Go Hawks!! Fr°----- Original message-------- m: David Yates< To: Keith K Date: 10/24/16 3:06 P cite, llre(c co►nc rim Subject: Kyle <K7LurnlM GMT-08:00) J Obstructions Keith, For obstructions more than 189' below s ri over 4' wide p nklers we do not have to sprinkler below the obstruction unless it is For obstructions 18"or less below sprinklers here are the rules from NFPA 413 q.6.5.2.1.1 Continuous or noncontinuous obstructions less 'low the sprinkler deflector that prevent the than or equal to 18 in. (457 met Pattern from full ) Y developing shall comply with 1 8.6.5.2. N8.6.5.2.1.3*Unless the requirements of 8.6.5.2.1.4 through 8.6.5.2.1.9 are met,sprinklers shall be positioned away from obstructions a minimum distance of three times the maximum dimension of the obstruction(e.g., structural members,pipe,columns,and fixtures).The maximum clear distance required shall be 24 in.(609 mm)in accordance with Figure 8.6.5.2.1.3. 8.6.5.2.1.4*For light and ordinary hazard occupancies, structural members only shall be considered when applying the requirements of 8.6.5.2.1. A.8.6.5.2.1.4 It is the intent of this section to exempt nonstructural elements in light and ordinary hazard occupancies from the obstruction criteria commonly called the"Three Times Rule."However,the other obstruction rules, including the"Beam Rule"(8.6.5.1.2)and the "Wide Obstruction Rule"(8.6.5.3.3), still apply. If an obstruction is so close to a sprinkler that water cannot spray on both sides, it is effectively a continuous obstruction as far as the sprinkler is concerned and the Beam Rule should be applied. It is not the intent of this section to permit the use of fixtures and architectural features or treatments to conceal,obscure, or otherwise obstruct sprinkler discharge. The requirement should be applied in accordance with the performance objectives in 8.6.5.1. The impact of an obstruction on sprinkler performance depends on many factors. One factor is the severity of the hazard being protected. Historically,NFPA 13 considered building structural elements and other large building elements, such as ducts, as being potential obstructions. In 1991,the standard was revised to consider other types of smaller building elements, such as piping and light fixtures, that could also obstruct sprinkler discharge patterns. Beginning with the 1999 edition,NFPA 13 acknowledged the difficulty in considering all nonstructural building elements as potential obstructions when designing the system. Additionally, FPA 13 took into account the fact that more obstructions can be tolerated in light and ordinary hazard occupancies when spray sprinklers are used. However, nonstructural 2 i building elements must be considered whe, signing sprinkler systems in extra hazard and storage occupancies. =^''Structural members that are obstructions in light and ordinary hazard occupancies must still be considered,because they are easier to locate on building plans than lights and pipes, and because they tend to be continuous, thereby affecting more than one sprinkler in a symmetrical arrangement. The 2002 edition clarified the intent of 8.6.5.2.1.4 by adding language to Annex A to clarify that 8.6.5.2.1.4 does not permit the use of nonstruclural elements, including fixtures, and architectural features or treatments that would conceal, obscure,or otherwise obstruct sprinkler discharge. While the intent of 8.6.5.2.1.4 is to exempt nonstructural elements from meeting the "Three Times Rule,"the requirements of 8.6.5.1.2 and 8.6.5.3.3 still apply and must be met What this means is that a duct less than 4' wide and 18"or less below our heads is not treated as an obstruction, since water will spray on all side around the duct. Yates Fire Systems Design 360-591-5396 cell 360-580-1062 3 Imim— =KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION March 21,2017 Krazan No. 096-16217 Permit No.: BLDG-974 City of Arlington 238 N. Olympic Ave. Arlington, WA RE: FINAL LETTER Grow Facility—Building 1 18520 67"Avenue NE Arlington, Washington To whom it may concern, In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Structural Proprietary Anchor Inspection • Structural Reinforced Concrete Inspection • Structural Steel Inspection • Limited Geotechnical Investigation (Soil Bearing Verification) To the best of our knowledge, the above referenced items has been found to be in general accordance with the approved plans and specifications, at locations represented within Krazan reports only. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office at(425)485-5519. Respectfu d S O ES,INC. '7 Jeffrey S er Operat' anager Pacific Northwest Division JSM/Ikm CC: SYNTHESIS PLLC POE ENGINEERING Received TOM LEE-ARLINGTON VENTURES,LLC PENNON CONSTRUCTION Co.,INC. MAR 2 7 o 4303 1981"Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 Witii Offices Serving the Western United States BACKFLOW ASSEMBLY TEST REPORT BATman Testing BACISFLOW ASSEMBLY TESTING AND REPAR'. CUSTOMER/FACILITY NAME CONTACT/OWNER NAME WATER PURVEYOR R Iling Farms LLC CITY OF ARLINGTON NEW CONSTRUCTION I ASSEMBLY/CUSTOMER ID# PHONE NUMBER FAX NUMBER PURVEYOR CONTACT NAME ❑Y®N - - Au gusto Tararan SERVICE ADDRESS/METER NUMBER CUSTOMER/OWNER/CONTACT MAILING ADDRESS PURVEYOR EMAIL ADDRESS 18520 67`"Ave NE tararan arlin tonwa. ov CIFY/STATE 21P CODE CITY/STATE ZIP CODE CUSTOMER EMAIL ADDRESS FOR CC Arlington WA 98223-8942 - martinm ennonconstruction.com ASSEMBLY MANUFACTURER MODEL SERIAL NUMBER TYPE WE DOWNSTREAM HAWRD TYPE or PROCESS WATTS I LF009M3 T 132110 RPBA 3/4" 1 DISHWASHER LOCATION OF ASSEMBLY CONFINED SPACE SW corner of kitchen to right of dishwasher ❑YES ®NO INSTALLATION TYPE PREVIOUS MAKE/MODEL/SIZE/SERIAL NUMBER DETECTOR READ ®New [:] Existing [:]Replacement N/A DOH/USC APPROVED ORIENTATION I CORRECT INSTALLATION WATER LINE PRESSURE VALVE POSITIONS PRIOR TO TESTING ®YES ❑NO H ®YES ❑NO 75 PSIG SOW I ®ON ❑OFF SOV#2 ®ON ❑OFF INITIAL TEST RESULTS TEST AFTER REPAIRS/CLEANING CHECK VALVE#1 CLOSED TIGHT ® CHECK VALVE#1 CLOSED TIGHT ❑ LEAKED ❑ LEAKED ❑ RELIEF VALVE OPENED AT 2.9 PSID RELIEF VALVE OPENED AT PSID FAILED TO OPEN ❑ FAILED TO OPEN ❑ CHECK VALVE#2 CLOSED TIGHT ® CHECK VALVE 42 CLOSED TIGHT ❑ RPBA LEAKED ❑ LEAKED ❑ ACTUAL PRESSURE DROP ACTUAL PRESSURE DROP ACROSS CHECK VALVE#1 9.0 PSID ACROSS CHECK VALVE#1 PSID PASSED TEST ®YES El NO PASSED TEST ❑YES[:]NO CLEAN/REPAIR: ❑see remarks APPROVED AIR GAP ®YES[]NO APPROVED AIR GAP [-]YES❑NO CHECK VALVE#I CLOSED TIGHT PSID CHECK VALVE#I CLOSED TIGHT PSID LEAKED LEAKED pCVA CHECK VALVE#2 CLOSED TIGHT PSID CHECK VALVE#2 CLOSED TIGHT PSID LEAKED ❑ LEAKED ❑ PASSED TEST ❑YES❑NO PASSED TEST []YES[--]NO CLEAN/REPAIR:❑see remarks REMARKS VALVE POSTTONS AFTER TESTING SOW 1 ®ON ❑OFF SOV42 ®ON DOFF TESTER NAME BAT CERTIFICATION TEST GAUGE MAKE GAUGE MODEL TEST GAUGE SERIAL NUMBER GAUGE CALIBRATION DATE Jason A.Moe B4536 Mid-West 845-5 03051790 01/18/2017 REPAIRED BY COMPANY NAME PHONE NUMBER N/A ) _ FINAL TEST BY BAT CERTIFICATION TEST GAUGE MAKE GAUGE MODEL COMPANY NAME PHONE NUMBER N/A BATman Testing 206)228-1618 DATE OF FINAL TEST SIGNATURE 03/21/2017 (!HEREBY CERTIFY THAT I PERSONALLY INSPECTED AND FIELD-TESTED THE ABOVE BACKFLOW ASSEMBLY USING WAC 246-290-490 APPROVED,USC ICP EdlUon TEST PROCEDURES AND USED DIFFERENTIAL PRESSURE TEST EQUIPMENT MEETING WAC 246-292-034 REQUIREMENTS FOR THE ABOVE TEST RESULTS WHICH ARE TRUE COMPLETE AND ACCURATE ., �I I -� Kr aZan & ASSOCIATES INC GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 3, 2016 KA No. 096-16217 Mr. Tom Lee(E-Mail) ARLINGTON VENTURES,LLC 10510 ONE Northup Way, Suite 120 Kirkland, WA 98033 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 67"'Avenue NE Arlington, Washington Dear Mr. Lee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. RIX, r" Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON Received NOV 0 9 ?016 4303 198'Street SW,Lynnwood,Washington 98036 •(425)485-5519 •FAX(425)485-6837 With Offices Serving the Western United States 09616217 BRKdoc _ytt�hr1� 'm•IvCOW - ,ETE Kj-a zdl_1&Ass oci ate s Inc REPOKTNO.: 16217c Geotechnlcal Engineering•Environmental Engineering R102516-WR Construction Testing and Inspection DATE: 10/25/2016 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 67th Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Partly cloudy TEMP: 60° Field Data Reported Batch DATA Concrete: 60421 C Other: Cement Type Supplier: Stanwood Redi-mix Plant No. Site Mix: De si n Actual Slump Mix Air Unit Mix No 60421 C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem,Lbs 5780 7:47 77 1 129877 1 5.4 5.25 63° 55 ° F.Ash Ibs C Agg I 1,5 3/4" 16470 c Agg Lbs 3/8" 2030 C Agg Lbs Placement Area Sand lbs 13150 Location: Generator pad on the west side of the building and eletrical conduit wnt°f 326 trench slab infill at the apron between the eletrical vault and the building. Adm,xt"r° Daraset 860oz Admtxldro Admlxtura Air Ent Daravai 57oz (oz/cm.) r Remarks: Placed by chute, mechanically consolidated. Water Added On Job Site (Gals.) Field Test Please Refer To Field Repo;Number 09616217DFR102520116 ASTM Method C143 C138 C1064 C173 Inspector: Taylor RooneyC31 Other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 10/26/2016 Cyl Test Field Wt. Max Comp. Set Tested Birk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 56705-1 11/1/16 7 4x8 12.56 -- 49390 3930 1 NG 1 ASTM C109 56705-2 11/22/16 28 4x8 1 ASTM C617 56705-3 11/22/16 28 4x8 1 ASTM C1231 56705-4 11/22/16 28 4x8 1 ASTM C1019 56705-5 H 4x8 1 OTHER Test Results Remarks: Results Reviewed By: _ Date: ( — Codes for Break Types: `�`' 1 p 3 4 • 5 6 Offices Serving The Western United States concrete Report Lynnwood(425)485-5519•Poulsbo(360) 598-2126 •Puyallup(253)939-2500 The Information pmkiad on ads repod h prepared for the eacluene use of the diml,and may not be reproduced In any lormat wbhom the wdaen parmlwoa of the died and K—n 8 Aameletes Thl report lnd$cales our napetlor'•oa—'o t end a—d les,va o—J rn stle condbons arm cunbador adlNlba This Information le eubiecl to evlew prior to R ml eubm tm ey agnlrg thle report,our Inspector does not accept reeponslblAly for wlldily m reeubs The came lnfomwllon lee been provl°ad by dnara on aue f � 'L i na � ^ SSOCI ,� TES INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 27, 2016 KA No. 096-16217 Mr. Tom Lee(E-Mail) ARLINGTON VENTURES,LLC 10510 NE Northup Way, Suite 120 Kirkland, WA 98033 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 6711 Avenue NE Arlington, Washington Dear Mr.Lee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. 1U&'�' Jeffrey S.Mercer Operations Manager Pacific Northwest Division JSM/lkm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON 4303 1981h Street SW,Lynnwood,Washington 98036 •(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09616217 BRK doc CONS- TE CL. I&A s s o c i a t e s I n c REPOmT NO.: 16217CRO92816-WR Geotechnical Engineering-Environmental Engineering Construction Testing and Inspection DATE: 9/28/2016 CONTRACTOR: Pennon PROJECT#: 09616217 _ PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 67th Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Overcast TEMP: 52 ° Field Data Reported Batch DATA Concrete: 55421 C Other: Cement Type Supplier: Stanwood Redi-Mix Plant No. Site Mix: De si n Actual Slump Mix Air Unit Mix No 8.5yd3 55421 C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem Lbs 3720 8:38 93 128959 4.2 5.25 64° 52 ° 615 F.Ash Ibs _ C Agg Lbs 3/4" 13470 C.Agg Lbs 3/8rr 1 700 C.Agg Lbs Placement Area Sand Ibs 11530 Location: CO2 tank pad slab on grade and sidewalk section at door(both at vvalef the south side of the building) Admixture Admixture Admixture Air Ent. Daraval 36oz (Czl..) r Remarks: Placed by chute, consolidated by hand Water Added On Job Site(Gals.) Field Test Please Refer To Field Depot Number 09616217DFR9282016WR ASTM Method C143 C138 C1064 C173 Inspector: Ta for Roone c31 other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 9/29/2016 Cyl Test Field Wt Max Comp. Set Tested Birk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 56471-1 10/5/16 7 48 12.56 34470 2740 1 AJ 1 ASTM C109 56471-2 10/26/16 28 4x8 12.52 -- 56200 4490 1 AJ 3 ASTM C617 56471-3 10/26/16 28 4x8 12.52 55890 4460 1 AJ 1 ASTM C 1231 56471-4 10/26/16 28 4x8 12.52 49900 3990 1 AJ 3 ASTM C1019 56471-510/26/16 28 4x8 12.52 -- 55200 4410 1 AJ 1 OTHER Test Results Remarks: Results Reviewed By: Date: Conforming l T_ U -2 ffI I Codes for Break Types: I 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Lynnwood(425)485-5519 -Poulsbo(360) 598-2126 - Puyallup(253)939-2500 Tha h1«.ft arrow.d°n mm.roo+"a.v:.e 1.JM..:>,....°,e a t.viem,,nd may n,x t ,,.,.,...,in any f—i..+k,n e.Me.,,a.�...,.ex a u,.,s.n« Kru-n a A..a.�.. Tnb.nd co x. «wxe..Tnl.AI«mn.a, _ I AM � .- an & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 29,2016 KA No. 096-16217 Mr. Tom Lee(E-Mail) ARLINGTON VENTURES,LLC 10510 NE Northup Way, Suite 120 Kirkland, WA 98033 RE: CONSTRUCTION TESTING AND INSPECTION Grow Facility—Building 1 18520 67tb Avenue NE Arlington, Washington Dear Mr. Lee, In accordance with your request and authorization, our firm performed construction testing and inspection for the above-referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. �►K — Jeffrey S. ercer Operations Manager Pacific Northwest Division JSNVlkm C.0 SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON 4303 198t1 Street SW,Lynnwood,Washington 98036 •(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09616217 DFRdoc -�. Page 1 of 1 KMZM &Associates, InC, Field Geotechnical Engineering . Environmental Engineering Report NO.:09616217DFR9282016WR-1 Construction Testing and Inspection DATE: 9/28/2016 Set Count: 1 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 671 Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: overcast TEMP:52 Inspected reinforcing steel for the CO2 tank pad slab on grade located on the south side of the facility.Reinforcing was checked for size,grade,spacing,and clearance per SKS-1 (same as generator pad)issued 8-15-16.Reinforcing appeared to conform to the approved plans and specifications. Inspected concrete placement for the CO2 tank pad slab on grade and a sidewalk section at the south door.Stanwood redi- mix delivered 8.5yd3 of concrete mix 55421C.Concrete was placed by chute and was consolidated by hand.One set of five strength test cylinders was cast from this mix.Concrete placement appeared to conform to the approved plans and specifications. -L-r r f•� Reviewed B ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Su erintendent/Re resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the taelusive me ofthe client.This report may not be reproduced in any format without the written permission of the client and Kraran&Associates.This report indicator our inspectors observation and testing results based on site conditions and contractor activities.This information is ubjwt to review prior to final submittal.By signing this rcpas,our Inspector does not aeceept responsibility for validity ofrsults.The same information has been provided by others on she. SHUTLER ((}L.�! �t I� � JOB ROLLING �'RMS _■�Ml CONSULTING 18520 67th Ave. NE Arlington, Washington ENGINEERS Inc. S SHEET NO SKS-1 of 12503 Bel-Red Road, Suite 100 0j ASh G CALCULATED BY JS Bellevue, Washington 98005 ` DATE 8-15-16 � (425)450-4075 FAX: (425)450-4076 ?� �o SCALE NOTED Job No. 16-01.63 20 o c c� T URA L s /4A 1'-0'y PER GENERATOR 0 I A/SKS-2 c� LL O z w N 0 w a- �a r e O 0j A/SKS-2 12" THICK GENERATOR CONCRETE PAD i° w/#4 @ 12"o.c. (WT=31000# EACH WAY TOP PLUS 2500 & BOTTOM GAL. FUEL) 3 a O PLAN 0 SCALE: Y4"=1'-0" M 1p E NOTES: 1) CONCRETE f'c=3000psi AT 28 DAYS. t 2) REINFORCING STEEL fy=60,000psi. s 6 SHUTLER ` '> Joe ROLLING ARMS —_ CONSULTING 18520 67th Ave NE Arlington, Washington ENGINEERS Inc. J,. S SHEET NO SKS-2 of 12503 Bel—Red Road Suite 100 Q WAS,yJ GJ` CALCULATED BY JS Bellevue Washington 98005 �`' < DATE 8-15-16 (425)450-4075 FAX: (425)450-4076 N �co SCALE NOTED Job No. 16-01.63 Z ce 2 20 jz jL - GENERATOR BY MIN. OTHERS 3Y4"O CONCRETE TANK SIDE ANCHOR PER CHANNEL BY GENERATOR MFR.-- OTHERS N PAVING OR GRADE PER SITE PLAN N b J a UI -y r 3 #4 @ 12"o.c. -�i�-1 I r a E.W. TOP & 0 BOTTOM 3 a 0 LL SECTION-- A/SKS-2 SCALE. Y4'—1'-0 N o O N O i Y J SHUTLER _o- CONSULTING JOB Madison Development -�� ENGINEERS,INC. SHEET NO. COVER OF CALCULATED BY JJS DATE 8/15/2016 12503 Bel-Red Road,Suite 100 CHECKED BY DATE Bellevue,Washington 98005 SCALE (425)450-4075 FAX(425)450-4076 JOB NUMBER 16-01 A!'C,5 STRUCTURAL CALCULATIONS FOR: GENERATOR PAD AT: ROLLING FARMS 18520 67TH AVE NE ARLINGTON, WASHINGTON 98223 PROPOSED BY: MADISON DEVELOPMENT GROUP 10510 NORTHUP WAY, SUITE 120 KIRKLAND, WASHINGTON 98033 _ N � ARCHITECT: o y N/A 4 DESIGN CRITERIA: CODE........................... INTERNATIONAL BUILDING CODE, 2012 Edition GENERATOR WEIGHT........... 31,000 POUNDS PLUS 2,500 GALLONS OF FUEL WIND LOAD......................... 110 MPH ZONE, E,XPOSURE "B" SEISMIC DESIGN INFORMATION: Ss= 107.50 % SDS=0.767 S1 =41.90% SDI =0.442 ap= 1.0 Rp=2.50 Ip= 1.5 SITE SOIL CLASS ="D", ASSUMED SEISMIC DESIGN CATEGORY="D" RISK CATEGORY=II FOUNDATION DESIGN BASE ON AN ASDSUMED SOIL BEARING CAPACITY OF 1,500 PSF. ®AN '1TLER roe LTr�✓�k' i3� f•i�+ _�— CONSULTING am— ENGINEERS, INC SHEET NO. OF 12503 Bel-Red Rd.,Suite 100 CALCULATED BY J i Bellevue,WA 98005 DATE (425)450-4075 FAX(425)450-4076 SCALE 7- 06d0 13 a 6 J - - a a x !, d — K — 3 It / 11 -- - — — - Titace !2 i — — I -� ,. - _ _ � I • =ANa UTLER JOB L?vMe514 IFJr� _ CONSULTING " -_� ENGINEERS, INC SHEET NO. OF 12503 Bel-Red Rd.,Suite 100 CALCULATED BY nJ , Bellevue,WA 98005 DATE_ (425)450-4075 FAX(425) 450-4076 SCALE i .SIG lip, p• I,c � s f — I " 6 "st — -- -= /3, 7� - ✓19 0,U - - - -7 , - I - -- S_.oc. '� - �1 . � },: . , ► � � t 1 'JUTLER ` 4hlc ..ONSULTING JOB ENGINEERS, INC SHEET NO. of 12503 Bel-Red Rd., Suite 100 CALCULATED BY �S Bellevue, WA 98005 (425) 450-4075 DATE FAX (425) 450-4076 SCALE + i I Jon- rUGP/� �_!A/c :tom/ 5�'!S/j7ic. ���� i✓�� f`� .,` f� i ' ±. 70 _ 14/} (a�,saCl3_/ "),`,o;a) 1allilt_N_S -q-4. i� �, r I 1==.MU KOF & ASSOCIATES . INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 30, 2016 KA No. 096-16217 Mr.Pat Staup(E-Mail) PENNON CONSTRUCTION CO,INC. 5303 151 Avenue S., Suite 4100 Seattle, WA 98108 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 67"Avenue NE Arlington, Washington Dear Mr. Staup, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN& ASSOCIATES,INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON 4303 19811 Street SW,Lynnwood,Washington 98036 •(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09616217 BRK doc _ - -• �� f I CONIC' 7TE QKraz-,- j[&Associatesjnc. REPOml' NO.: 16217CR Geotechnical Engineering.Environmental Engineering 080116-WR Construction Testing and Inspection DATE: 8/1/2016 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT:_Grow Facility Bldq 1 INSPECTOR: William Rooney LOCATION: 18520 67th Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 50° Field Data Reported Batch DATA Concrete: 55420C Other: Cement Type Supplier: Stanwood RediMix Plant No. Site Mix: Design Actual Slump Mix Air Unit Mix No 55420C Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cam Lbs 4840 5:31 1 97 1 126721 5.5 87° 50° 820 F Ash ibs C Agg Lbs 3/4" 18730 C Agg Lbs 3/8" 2200 C Agg Lbs Placement Area Sendlbs 15730 Location: Slab on grade in southwest corner on building 573 Waler 355 Admixture Admnlure Admixlu(e Air Ent (Oz I cwt.) Water Added On Job Site Remarks: Placed by pump and boom, mechanically consolidated. (Gals.) 10 Field Test Please Refer To Field Repol Number 09616217DFR812016WR ASTM Method C143 C138 C1064 C173 Inspector: Taylor RooneyC31 other Laboratory Data Design Strength:[::_ 3500 28 days Date Specimens Rec'd: 8/2/2016 Cyl Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim Area # Load Strength # By Typ ASTM C39 55848-1 8/8/16 7 4x8 12.56 - 43640 3470 1 JK 3 ASTM C109 55848-2 8/29/16 28 4x8 12.56 63940 5090 1 NG 2 ASTM C617 55848-3 8/29/16 28 4x8 12.56 -- 65260 5200 1 NG 3 ASTM C1231 55848 4 8/29/16 28 4x8 12.56 63280 5040 1 NG 3 ASTM C1019 55848-5 8/29/16 28 4x8 12.56 -- 64780 5160 1 NG 2 OTHER Test Results Remarks: !Results Reviewed By: Date: _ ( _ Conforming t r- Codes Break Types: 1 2`--- 3 4 5t� -6 i Offices Serving The Western United States Concrete Report Lynnwood(425)485-5519 •Poulsbo(360) 598-2126 •Puyallup(253)939-2500 Thelnrwmetk,provmedonthlsmoats.Nmn.dru°re.dusNeuea"'O"u...a mre nee he maaacaf In enY rarer.reigM th..mm grna.gn or the a.m va w.rana A..°eteln TAls repoM1h6e�le.a.MWatb-.oN.r.yrn,,,�hump,t,,,n.m.a°r„n.eonaMio� BM CWeKea eenKa..inn Inlormetlon b Mdleel In reH.n Grb b Iwt.:.W'q.l BY NpNp Ifn Kynet Wt N..peety eJYa na ee:< a m.p,n.wryta..err°tm.un..Tree..,.hemwmrma.nao.+daryana.a..,, r v N-Butane [Section 15. Regulatory information International lists Australia inventory(AICS):This material is listed or exempted. China inventory(IECSC):-This material is listed or exempted. Japan inventory:This material is listed or exempted. Korea inventory:This material is listed or exempted. Malaysia Inventory(EHS Register): Not determined. New Zealand Inventory of Chemicals(NZIoC):This material is listed or exempted. Philippines inventory(PICCS):This material is listed or exempted. Taiwan inventory(CSNN): Not determined. Chemical Weapons Not listed Convention List Schedule I Chemicals Chemical Weapons Not listed Convention List Schedule II Chemicals Chemical Weapons Not listed Convention List Schedule III Chemicals Canada WHMIS(Canada) Class A:Compressed gas. Class B-1: Flammable gas. CEPA Toxic substances:This material is not listed. Canadian ARET:This material is not listed. Canadian NPRI:This material is listed. Alberta Designated Substances:This material is not listed. Ontario Designated Substances:This material is not listed. Quebec Designated Substances:This material is not listed. Section 16. Other information Canada Label requirements : Class A:Compressed gas. Class B-1: Flammable gas. Hazardous Material Information System (U.S.A.) ' 0 - - •; 4 1 Caution: HMIS®ratings are based on a 0-4 rating scale,with 0 representing minimal hazards or risks,and 4 representing significant hazards or risks Although HMIS®ratings are not required on SDSs under 29 CFR 1910. 1200,the preparer may choose to provide them. HMIS®ratings are to be used with a fully implemented HMIS® program. HMIS®is a registered mark of the National Paint&Coatings Association(NPCA).HMIS®materials may be purchased exclusively from J.J.Keller(800)327-6868. The customer is responsible for determining the PPE code for this material. National Fire Protection Association (U.S.A.) Flammability Health Instability/Reactivity Special Date of issue/Date of revision :W12015. Date of previous issue 1011512014. Version :0.03 11/13 i 7/1112DIS codesonline.nfpa.orgfimagejspop.php?id=2012 G704-7&page=l&printpage=l Copyright by National Fire Protection Associati(, +FPA).NFPA 704 is licensed,by agreement for indivi. .use.No other reproduction or transmission in any form permitted without written permission of NFPA.For inquiries or to report unauthorized use,contact Ij Lsi n ,u n Adhesive-backed plastic background pieces; Flammability White painted background or one needed for each numeral,three needed for hazard rating— white paper or card stock each complete hazard rating red Health Instability hazard rating— hazard rating— blue yellow < —Special hazard (a) For use where specified (b) For use where white (c) For use where white color background is used with background is necessary background is used with painted numerals of contrasting colors numerals or for use when hazard rating is in the form of sign or placard FIGURE 9.1(a) Alternative Arrangements for Display of NFPA 704 Hazard Identification System. http://codesonline.nfpa.orgfimagejspop.php?id=2012 G704-7&page=1&printpage=l 1!1 1 i I 7/11/2016 codesonline.nfpa.org/magejspop.php?id=2012 G7048&page=—lam&printpage=l Copyright by National Fire Protection Association %PA).NFPA 704 is licensed,by agreement for individu:. C.No other reproduction or transmission in any form permitted without written permission of NFPA.For inquiries or to report unauthorized use,contact I icrn,itwia.nfna.orle. Minimum dimensions of white A background for hazard ratings A (white background is optional) Size of hazard ratings B B H W T A B 25 (1) 18 (0.7) 4 (5/32) 64 (216) 32 (11/4) \ / 51 (2) 36 (1.4) 8 (5/ia) 127 (5) 64 (21/2) 76 (3) 53 (2.1) 12 (15/a2) 191 (71/2) 95 (39/4) 102 (4) 71 (2.8) 16 (5/s) 254 (10) 127 (5) 152 (6) 107 (4.2) 24 (i5/16) 381 (15) 191 (71/2) All dimensions given in mm(in.) Where painted(use same Where made from Exception: For containers with a capacity of dimensions for sign or adhesive-backed plastic(one 3.78 L(1 gal)or less,symbols can be reduced placard) for each numeral,three in size,provided the following: necessary for each complete (1)The reduction is proportionate. hazard rating) (2)The color coding is retained. (3)The vertical and horizontal dimensions of Color of numerals 1, 3,4 the diamond are not less than 25 mm(1 in.). should be as indicated. (4)The individual numbers are no smaller than 3.2 mm(1/s in.)tall. T --� F H � F T< T W W W Note: Style of numerals H shown is optional. FIGURE 9.1(b) Dimensions of NFPA 704 Placard and Numerals. http://codesonline.nfpa.org/imagejspop.php?id=2Ol2—G704-8&page=1&printpage=1 1/1 i' 7/11/2016 codesonline.nfpa.orgfimagejspop.php?id=2012 G704-9&pegp-l&printpage=1 Copyright by National Fire Protectiun Association (NFPA).NFPA 704 is licensed, by agreement for individual use. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensingjcunfl aorj, Arrangement and order of hazard ratings optional form of application Distance at which hazard Minimum size of hazard ratings are legible ratings required 15.24 m (50 ft) 25 mm (1 in.) 22.86 m (75 ft) 51 mm (2 in.) 30.48 m (100 ft) 76 mm (3 in.) 60.96 m (200 ft) 102 mm (4 in.) 91.44 m (300 ft) 152 mm (6 in.) Note: This shows the correct spatial arrangement and order of hazard ratings used for identification of materials by hazard. 341 cox FIGURE 9.1(c) Minimum Size of Numerals for Legibility at Distance. http://codesonline.nfpa.orgrimagejspop.php?id=2012 G704-9&page=1&printpage=1 1/1 l I ==Ixazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 26, 2016 KA No. 096-16217 Mr.Pat Staup(E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1"Avenue S., Suite#100 Seattle, WA 98108 RE: CONSTRUCTION TESTING AND INSPECTION Grow Facility—Building 1 18520 67"'Avenue NE Arlington, Washington Dear Mr. Staup, In accordance with your request and authorization,our firm performed construction testing and inspection for the above-referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. I� Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikm C.C. SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON Received AUG 61 2016 4303 198"Street SW,Lynnwood,Washington 98036 •(425)485-5519 • FAX(425)485-6837 Willi Offices Serving the Western United States 09616217 DFR doc SKI az � IELD .: .a: s &A s s o c i ate e s, Inc.I n c. REPORT NO.: 16217DFR072516-NG Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 7/25/2016 CONTRACTOR: Pennon PROJECT M 09616217 PERMIT M 974 PROJECT: Grow Facility INSPECTOR: Niccolo Guiao LOCATION: 18520 67th Ave NE JURISDICTION: Arlington KA P.M.: WEATHER: Clear TEMP: 70's Krazan geotechnical representative visited the project site per request of Pat with Pennon for the purpose of evaluating a noting subgrade. .Yeoloav e referred to "Geologic Map of the Arlington West 7.5 Minute Quadrangle, Snohomish County, Washington",prepared by James P. Minard et al. (1985) during our project research. The geologic map indicates that the site vicinity is underlain by Marysville Sand Member(Qvrm) of the Vashon recessional outwash. e also referred to "Liquefaction Susceptibility Map of Snohomish County, Washington", prepared by Stephen P. Palmer, t al. (September 2004) during our project research. The liquefaction susceptibility map indicates that the site vicinity is napped at the low to moderate range of liquefaction susceptibility. Our scope of work for this project does not include a iquefaction study. Footine Sub rade Evaluation he contractor had excavated for new foundations near the existing building. A Krazan geotechnical representative valuated the exposed soil for the planned continuous footings located at the southwest portion of the grow facility. The ontractor had excavated about 1.5-ft in depth from the surrounding grade. The walls of the excavation exposed crushed ravel, silty sand with gravel and sand with silt. e also performed hand tool explorations using a hand auger and we were able to explore about 2-ft in depth from the ttotn of the excavation. The soils encountered in the hand tool excavation consisted of sand with silt. We interpreted the ,oil to be a native Marysville sand member. e evaluated the bottom of the excavation using a ''/2-in diameter steel T-probe rod. The soils were probed approximately 1.5-in to 2-in under moderate pressure, indicating dense conditions. t is our opinion that the footing subgrade soils evaluated today should adequately support the design bearing pressure of 1500 pounds per square foot. ncluded with this report is a site map indicating evaluated area. Reviewed By: ASTM Test#: EquipmenVAsset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood(425)485-5519 •Poulsbo(360)598-2126•Puyallup(253)939-2500 Daily Field Report Revision S Effective 02/13/2013 The lafamanim provided na Us repel is pael-W Far We exclusive am art, Tbis repro may nol be reprodacad'm sayFormal whbaml the wnillm pe mmir,or the clime end Rmaao&Assaciales This mynn iodimles my msl>emnrs obsavolioa and lestiog results based oa site mndiliom and—..or snivitia Ibis wf lion is subjra to raview prior lof IsabmilleL hysigamglhi mpon.ommsyslordm,olac ptre WasTJityfo,aEdily,f,mohs Thcsamcivlbanati lh sbecopmvidW hyanmm silt i � w i ! uuC r- L,j > Cl- J Q I �I • I 1 II F-- o � to ib �j N R II C> Q ,a� II II II J I I I 3LO I I om mum GNP I bl I I o - I cn -' � o II II cn (5 cn W (I N C.) Z5 � l a F= a 5 ~ II II II M II I II . I wr I I I I �'• I I I 037 Al II III � i 1 I! III I II � I I 3 I II I a N � I f 00 I K1 " Z 'a1 & ASSOCIATES INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 18, 2016 KA No. 096-16217 Mr.Pat Staup(E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1s1 Avenue S., Suite#100 Seattle, WA 98108 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 671h Avenue NE Arlington, Washington Dear Mr. Staup, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON Received JUL 22 2016 4303 19811 Street SW,Lynnwood,Washington 98036 • (425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09616217 BRK.doc i ,,.2 ��r� a , �,, CONCr'FTE C - l&A s s o c i a t e s, I n c. REPO...f NO.: 16217cRo71116-wB Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 7/11/2016 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: PROJECT: Grow Facility INSPECTOR: William Bui LOCATION: 18520 67th Ave NE JURISDICTION: Arlington KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 55 a Field Data Reported Batch DATA Concrete: Other: Cement Type supplier: Stanwood Redi-Mix Plant No Site Mix: Desi n Actual Slump Mix Air Unit Mix tar, 55420C Time Truck# Ticket# %Air Inch Tamp(F) Temp(F) Weight Cem Lbs 362 359 8:00 88 1 125977 1 n/a 5 67° 55 n F.Ash Ibs 155 154 C Agg Lb, 1700 1691 C.Agg I bs 200 195 C Agg Lts Placement Area sendlbs 1375 1364 Location: Pour Back wnle. 261 261 Admixture Admixture Admixture Air Ent (oz/cwl, Water Added On Job Site Remarks: (Gels.) 10g1 Field Test Please Refer To Field Pei,ut Number 09616217DFR71116-WB ASTM Method C143 ✓ C138 C1064 C173 Inspector: William Bui C31 Other Laboratory Data Design Strength: 3500 28 da s Date Specimens Rec'd: 7/12/2016 Cyl. Test Field Wt. Max Comp. Set Tested Birk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 55625-1 7/18/16 7 4x8 12.56 33890 2700 1 RG 3 ASTM C109 55625-2 8/8/16 28 4x8 1 ASTM C617 55625-3 8/8/16 28 4x8 1 ASTM C1231 55625-4 8/8/16 28 48 1 ASTM C1019 OTHER Test Results Remarks: Results Reviewed By: �� , �.� Date: `7. k D ij Ul Codes for Break Types: 1 2 3 111 Ul 4 5 6 Offices Serving The Western United States Concrete Report Revision 11 Effective 02-11-13 Lynnwood(425)485-5519•Poulsbo(360) 598-2126•Puyallup(253)939-2500 The Information Fovk1ed one this mW Is sohdneolma t ared f The Inform e u s f th Aorl ..nd ey not be raprod-1In any formal xllho d the wntlan permission or the de d and Waaan&Assoclatas This rayon 1h boates wr Inspectors owan uan and testing mmU waaa m she wWft]ona prw to gmi subrmlxat ey signing this repml,our Impeelor does nd accept responalWllty for wlidity of rosutls The soma lnro lion has bean pmNded by olhero w ane KLr i & ASSOCIATES . INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 15,2016 KA No. 096-16217 Mr.Pat Staup(E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1"Avenue S., Suite#100 Seattle, WA 98108 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 67"Avenue NE Arlington, Washington Dear Mr. Staup, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN& ASSOCIATES,INC. 121Jc ' �_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON Received JUL 21 2016 4303 1981h Street SW,Lynnwood,Washington 98036 • (425)485-5519•FAX(425)485-6837 Willi Offices Serving the Western United States 09616217 BRK.doc I .� ••� CONi ''TE Kmza, j&Associates Inc REPOhi' NO.: 16217CR061616-WR Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 6/16/2016 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 67th Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Overcast TEMP: 55° Field Data Reported Batch DATA Concrete: 70417 Other: Cement Type Supplier: Stanwood Redi-Mix Plant No. Site Mix: ] Design Actual Slump Mix Air Unit Mix No 10.5 d3 70417 Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight cern Lbs 4820 5:32 88 1 125211 6.0 66 ° 49° F Ash Ibs 2065 C Agg,Lbs 3/8" 17990 C Agg.Lbs C Agg Lbs Placement Area Send lbs 140 Location: Interior topping slab at the south end of the building 2-4/B-D. water 203 Adrnizturo WRA 207oz AdmtxWrb ADVA 276oz Admlxt"re eclipse 627oz Air Ent (oz I cwt ) Water Added On Job Site Remarks: mix contained Eclipse shrinkage reduction admixture and fibermesh. (Gals.) 10 Field Test Please Refer To Field Repot Number 09616217DFR6162016WR ASTM Method C143 C138 C1064 C173 Inspector: Taylor RooneyC31 Other Wy Data Design Strength: 3000 28 da s Date Specimens Rec'd: 6/17/2016 Field Wt. Max Comp. Set Tested Brk Test Method Cure Age Dim. Area # Load Strength # By Typ ASTM C39 6 7 4x8 12.56 - 52270 4160 1 RG 1 ASTM C109 6 28 4x8 12.56 86860 6920 1 RG 2 ASTM C617 55403-3 7/14/16 28 4x8 12.56 - 88700 7060 1 RG 3 ASTM C1231 55403-4 7/14/16 28 4x8 12.56 89590 7130 1 RG 1 ASTM C1019 55403-5 7/14/16 28 4x8 12.56 -- 87220 6940 1 RG 1 OTHER Test Results Remarks: Results Reviewed By: I II lDate: ( — Conforming Codes for Break Types: �. Q 1 2 3 4' s 6 Offices Serving The Western United States Concrete Report Lynnwood(425)485-5519•Poulsbo(360) 598-2126 • Puyallup(253)939-2500 The I°Iormeow provided any Is report le prepred fW the w1mNe uee of are client,end may not be mpmdumd In eeryrc wb teel hout .rnwion of Ire mn.n D Ira—t W 14wn 6 AtW4i,s 7hls ny..l bG�1M aw mrpttta a comemrm sM hW M eanlrWw acllvdks This Inrormallon le.ubtect to review prior to anal submlael ay elanlrg Mh report,our Inapxln do..nor K<.pt re. M raeulb based on ells oandlllOna por'oily lor..MfyNmutle.TM srrr yvWmrGyn N.Nan pnWCWevv.s.n stle. l�(rl� & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION ,. July ]4; 201`6"0 KA No. 096-16217 Mr.Pat Staup (E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1" Avenue S., Suite#100 Seattle, WA 98108 RE: CONSTRUCTION TESTING AND INSPECTION Grow Facility—Building 1 18520 67"' Avenue NE Arlington, Washington Dear Mr. Staup, In accordance with your request and authorization,our firm performed construction testing and inspection for the above-referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully Submitted, KRAZAN & ASSOCIATES,INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikm C.C. SYNTHESIS PLLC POE ENGINEERING CITY Or ARLINGTON lLit 4303 198"Street SW,Lynnwood,Washington 98036 •(425)485-5519•FAX(425)485-6837 Willi Offices Serving the Western United States 09616217 DFR.doc i :, .� _. l y� Page 1 of 1 &Associates, Inc. Field Geotechnical Engineering • Environmental Engineering Report NO.:09615217DFR7132016JLG Construction Testing and Inspection DATE: 7/13/2016 Set Count: CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: PROJECT: Grow Facility INSPECTOR: Jerry L.Gelder LOCATION: 18520 67"Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: WEATHER: Partly Cloudy TEMP:60'F Arrived onsite per contractors request to observe the placing of concrete for slab on grade for the tank. Contractor had installed#4 bars at 2' o.c. though plans did not call for any structural reinforcing steel. Observed contractor placing 12 c.y. of mix# 55420C. A slump and temperature test were performed and 1 set of compressive strength cylinders were made. See Report# 09616217CR7132016JLG for break results. Reviewed By: I UL ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the clam.Ihis report may not be reproduced in any format witboul the written pawduion of the client and Krorm A Associates.This report indicates our inspectors observation and testing results based on site conditions end conlraclor aclivitim.This information is subject to review prior to final submitttd.By signing Ihis taport,out imp atot does not accept responsibility for validity of results.The same information has been provided by others on site. I 1 I 1 K17i Z & ASSOCI - TES INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 24,2016 KA No. 096-16217 Mr.Pat Staup(E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1"Avenue S., Suite#100 Seattle, WA 98108 RE: COMPRESSIVE STRENGTH TEST RESULTS Grow Facility—Building 1 18520 67°i Avenue NE Arlington, Washington Dear Mr. Staup, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. )jj,'C.-, Jeffrey S.Mercer Operations Manager Pacific Northwest Division JSNVlkm CC: SYNTHESIS PLLC POE ENGINEERING CITY OF ARI,INGTON Received JUL 01 2016 4303 198"Street SW,Lynnwood,Washington 98036 •(425)485-5519 •FAX(425)485-6837 With Offices Serving the Western United States 09616217 BRKdoc (, CONC-'' TE Kj�(ll�a. I&Associates Inc REPOmf NO.: 16217CRO61616-WR Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 6/16/2016 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 67th Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Overcast TEMP: 55° Field Data Reported Batch DATA Concrete: 70417 Other: Cement Type Supplier:I Stanwood Redi-Mix Plant No. Site Mix: Design Actual Slump Mix Air Unit Mix No 10.5 d3 70417 Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem Lbs 4820 5:32 88 125211 6.0 1 66° 49° F Ash ibs 2065 C.Agg Lb, 3/8" 17990 C Agg.Lbs C Agg Lbs Placement Area Sand lbs 140 Location: Interior topping slab at the south end of the building 2-4/B-D. water 203 Admixture WRA 207oz Admixture ADVA 276oz ;.arr,murr> eclipse 627oz Air Ent (oz l cWd. Water Added On Job Site Remarks: mix contained Eclipse shrinkage reduction admixture and fibermesh. (Gals) 10 Field Test Please Refer To Field Repo Number 09616217DFR6162016WR ASTM Method C143 C136 C1064 C173 Inspector:I Taylor Rooneyc31 other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 6/ 77/2016 Cyl Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 55403-1 6/23/16 7 4x8 12.56 52270 4160 1 RG 1 ASTM C 109 55403-2 7/14/16 28 4x8 1 ASTM C617 55403-3 7/14/16 28 4x8 1 ASTM C1231 55403-4 7/14/16 28 4x8 1 ASTM C1019 55403-5 H 4x8 1 OTHER Test Results Remarks: Results Reviewed By: _ Date: Codes for Break Types: � Ll 1 2 g 4 6 6 Offices Serving The Western United States Concrete Report Lynnwood(425)485-5519 a Poulsbo(360) 598-2126 e Puyallup(253)939-2500 TM Informatbn poNde°M;k l.pal n p.prW fa°v exNun ufA W IN con,.nd may not t.r revna*ad In any lam!M.not Yv xref.r.M ym of ft ciM—Wvan a ANOCYtn TN,,,;. t''3oalts W!InepeCtofe ohaeryatpn arp lasllig lasYtla beaed on one mWitlaie eY alp vq a n typal,Nr nlpglo dan rcl aUapl r.pmeHvr la vaS61/W tmut. Tna Yti vfm-hee been provided by sawn on Ke 1 1 .=,I'(XaZ;an & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2016 KA No. 096-16217 Mr.Pat Staup (E-Mail) PENNON CONSTRUCTION CO,INC. 5303 1"Avenue S., Suite#100 Seattle, WA 98108 RE: CONSTRUCTION TESTING AND INSPECTION Grow Facility—Building 1 18520 67"Avenue NE Arlington, Washington Dear Mr. Staup, In accordance with your request and authorization, our firm performed construction testing and inspection for the above-referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully sub' itted; KRAZ & AS CIATES,INC. Jeffrey S. Mer r Operations Pacific Narth a Division JSM/Ikm C.C. SYNTHESIS PLLC POE ENGINEERING CITY OF ARLINGTON 4303 198"Street SW,Lynnwood,Washington 98036 •(425)485-5519 •FAX(425)485-6837 Willi Offices Serving the Western United States 09616217 DFR doc l 1 Page 1 of 1 —� mzan &Associates, lnc. Field Geotechnical Engineering• Environmental Engineering Report NO.:09616217DFR6162016WR-1 Construction Testing and Inspection DATE: 6/16/2016 Set Count: 1 CONTRACTOR: Pennon PROJECT#: 09616217 PERMIT#: 974 PROJECT: Grow Facility INSPECTOR: William Rooney LOCATION: 18520 671h Ave NE JURISDICTION: City of Arlington KA P.M.: Jeff Mercer WEATHER: Overcast TEMP:55'F Inspected concrete placement for interior topping slab at the south end of the building at 2-4B-D.Prior to concrete placement contractor applied SpecChem acrylic bonding agent batch#022216SB to the concrete surface per the manufacturers instructions.Rails in the existing slab had been removed. Stanwood Redi-Mix delivered 10.5 yd3 of concrete mix 70417.This mix contained eclipse shrinkage reduction admixture and fibermesh.Concrete was placed by chute and was consolidated by hand. One set of five strength test cylinders was cast from this mix.Concrete placement appeared to conform to the approved plans and specifications. Reviewed By: ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates.This report indicates our inspectors observation and testing results based on AS Conditions and contractor activities.This information is subject to review price to Baal submittal. By signing this report.our inspector does not accept fespOnsibility for validity of results.The same information has been pmvidedby others on file. 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I 3802.4.8 Continuous Gas Detection System: Gas detection alarm system is provided and will be set to activate at 15%LEL. 3802.4.9 Per the owner, LP Gases will not be released to the air by operators as a part of this operation. 3802.5 Carbon Dioxide enrichment or extraction: THIS SECTION DOES NOT APPLY, OWNER WILL NOT BE USING CO2 ENRICHMENT OR EXTRACTION. 3802.6 Flammable or combustible liquid. THIS SECTION DOES NOT APPLY, OWNER HAS 1 INDICATED THEY WILL NOT BE USING FLAMMABLE OR COMBUSTIBLE LIQUIDS I FOR EXTRACTION FOR OILS AND FATS FROM THE MARAIJUANA. LASTING l . 4 _.l J `1 i _ � E=ss�ntlal Prnc�ss Engln2�rinq ENGINEERING REPORT Professional Grade Closed Loop Extractor bizzybee Extractor, BB-001 a 1. 0 or 011, o OVAL EtZO - zo - A Reviewed By. Essential Process Engineering 11731 120t"Avenue NE, Suite B Kirkland, WA, 98034 Equipment Design Certified when document includes Engineers Seal (See last page) SIGHT GLASS APPROVED FOR BUTANE SERVICE ONLY PROPRIETARY This document contains proprietary information of bizzybee, LLC, and it may not be reproduced, copied, disclosed, or utilized in any way in whole or in part without prior written consent of bizzybee, LLC. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 1 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1 E=sse'ntlal PrOCPSS F=nglnPE_ring 1-SUMMARY: An Engineering analysis has been performed on a Professional Grade Closed Loop Extraction system used in the extraction of essential oils from a botanical substance by use of a Butane solvent and/or a Propane solvent. The Extraction system analyzed within this report is classified as the bizzybee Extractors BB-001 Closed Loop Extractor System. This system is composed of an assembly of Food Grade Piping and pressure vessels. The Closed Loop Extraction system has been analyzed per the American Society of Mechanical Engineers(ASME)standards B36.19M-2004, B36.10M-2004,ASME BPVC Section Vill Division 1-2013, NFPA 58-2014 Liquefied Petroleum Gas Code. This report and certification shall certify the Busy Bee Extractors BB-001 Closed Loop Extractor model shown in figure 6.1 as meeting all 1 requirements for this type of system in design and manufacturing. This report assumes the Closed Loop Extractor is operating within a certified class "H-2" Occupancy per International Building Code (IBC) I 2012, International Fire Code 2012 (IFC), International Mechanical Code 2012 (IMC)OR a Designated Control Area that has been designed and Certified per the IBC 2012 IFC 2012 and IMC 2012 by the Authority having jurisdiction (AHJ). Closed Loop Extractor Maximum Allowable Working Pressure=250 PSI 314-55-104 WAC Marijuana processor license extraction requirements. (1) Processors are limited to certain methods, equipment,solvents,gases and mediums when creating marijuana extracts. (2) Processors may use the hydrocarbons N-butane, Iso-butane, propane,or heptane or other j solvents or gases exhibiting low to minimal potential human health-related toxicity approved by the board.These solvents must be of at least ninety-nine percent purity and a processor must use them in a professional grade closed loop extraction system designed to recover the solvents, work in an environment with proper ventilation, controlling all sources of ignition where a flammable atmosphere is or may be present. (3) Processors may use a professional grade closed loop CO2 gas extraction system where every vessel is rated to a minimum of nine hundred pounds per square inch.The CO2 must be of at least ninety-nine percent purity. (4) Professional grade closed loop systems used by processors must be commercially manufactured and built to codes of recognized and generally accepted good engineering practices, such as: (a)The American Society of Mechanical Engineers(ASME); . J (b)American National Standards Institute (ANSI); } (c) Underwriters Laboratories(UL); or 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 2 of 67 KD Doc, 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY _J I i 1=ssPnflal ProcE-ss Engine E=rfnq (d)The American Society for Testing and Materials(ASTM). (5) Professional closed loop systems,other equipment used,the extraction operation, and facilities must be approved for their use by the local fire code official and meet any required fire,safety, and building code requirements specified in: (a)Title 296 WAC; (b) National Fire Protection Association (NFPA)standards; (c) International Building Code (IBC); (d) International Fire Code(IFC); and (e) Other applicable standards including following all applicable fire, safety, and building codes in processing and the handling and storage of the solvent or gas. (6) Processors may use heat, screens, presses, steam distillation, ice water,and other methods without employing solvents or gases to create kief, hashish, bubble hash, or infused dairy butter, or oils or fats derived from natural sources, and other extracts. (7) Processors may use food grade glycerin,ethanol,and propylene glycol solvents to create extracts. (8) Processors creating marijuana extracts must develop standard operating procedures,good manufacturing practices, and a training plan prior to producing extracts for the marketplace.Any person using solvents or gases in a closed looped system to create marijuana extracts must be fully trained on how to use the system, have direct access to applicable material safety data sheets and handle and store the solvents and gases safely. (9) Parts per million for one gram of finished extract cannot exceed 500 parts per million or residual solvent or gas when quality assurance tested per RCW 69.50.348. [Statutory Authority: RCW 69.50.342 and 69.50.345.WSR 14-10-044, § 314-55-104,filed 4/30/14, effective 5/31/14.Statutory Authority: RCW 69.50.325, 69.50.331, 69.50.342,69.50.345.WSR 13-21- 104, §314-55-104,filed 10/21/13, effective 11/21/13.1 I 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 3 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY t Essential Process Englne=L-ring 2-Processing Facility Building; Information lOccupancy: F-1 minimum required/Processing within an Identified Control Area designed to WAC 51- 1 54A-3800 I Extraction Equipment Manufacturer: bizzybee,I.I.C. -� 4337 15th Avenue NE#712 Seattle,WA 98105 Extraction Equipment Models: BB-001 Solvents Used: Flammable Gas(IsoButane/ nButane/Propane) —Liquified/Gas Solvent Quantity: Not to exceed 150 lbs(30 Gallons) Per Control Area(See local codes) Lab Construction: IBC/ITC Control Area Design or H-2 Type,NFPA 70 Electrical Design protection measure K option may be used or Classified Electrical to Class I Division 2,static resistant floor. I WAC 51-54A-3800 J (Processing Lab design/approval not included Jin this report) J J �I J 1/20/2016 Project:150217 bizzybee_BB-001 Closed Loop Extractor Page 4 of 67 JKD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY I Essentlal Process Engineering 3-BB-001 System Configuration: Material t Solvent Vessel ,� Vessel 1 � irk Solvent Dewax Vessel 2 Vessel a Figure 5.1—Extraction System Vessel Configuration (2 X 2 Stand Shown; 2 X 3 Stand available) 1 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page S of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY E_ssL-ntlal PracL+ss Englne L=rinq 10 2 3 r' i 4 r • 13 IL g .oqa. 14 12 7 6 Figure 6.1—Vessel Arrangement Elevation View System configuration may expand to a 5"'vessel using the same or similar components as outlined within this report. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 6 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1 DNI1SVI �?uilputq Iulaaluw`sainp000nd Xoua2aaul3 `spiooaa`suuld 2ululuaZ 'Lldta2tatd sigl Xq paalnbaa su aaumo aql Xq luauidolanap ul on,saanp000ad uolluaado put 2ulultald3tlS :2ugjulS Z'Z08£ SgI'IdwoD 'a2taols.lol posn aq Iou llim put osodand slgl,fluO�?UTAaaS WOO.l paluolpap t sl WOOI uollotalxa oq L 'astgd uoiloodsui Ilulaad Iuug 2ui.laluo Xlluaaano sl put uollolpsianf 2uiAug Xllaoglnt aql Xq panoaddu put paMMAW aaam uogtAOUaa slgl IOI s2mmuap oqj 'osodand slgl aOI Uolltnouaa aAlsualxa 2ul0210pun Xiluaalno 2uipllnq t ui paluool oq lllm uollounj�?ulss000ad posodoad oqj molluoo-1 I'ZO8£ 1 slsXleuV aaueildmoa Z08£uo►;aaS 008£VbS-IS 3VM '£ apOD Iuolaloaig ItuolluN tIOZ-OL WAN suaaV MOO.ld ItOILUOU ul suolltlltlsul Iuolaloalg.lol suolltoo-1(paglssulD) snop.luzBH IO put s.lodun ao `sosrD 'spmbl l olgLwwul jjo uoungissulo oqj and aollotad popummoond ZIOZ-L6b VddN opoD st0 Lunaloalad paganbl-I t,IOZ-8S WAX I SIOZ/ZIOZ opoD aar,I luuolluuaalul I S I OZ/Z I OZ apoo Itoluugoow luuopuuaalul S I OZ/Z 1 OZ opoo 2ulpling Ituorluuaalul SIOZ/L ,sog!PovA uollotalxg put 2ulss000ad uutnfiauyN„ 8£aaldtgD `008£-Vtg-19 DVM pamalAaa spaepue;S put sapoa algeailddV •Z I 'Luooa 2uiss000id poluaun ILlaotfpu ut Ul paluool on,uioo.i aazaa.g pa)2v Loud t put suanO 2uipnloul ILIOWdlnba�?uiss000ad Xiepu000s slq L 'luauldlnba 2uiss000ad uoilotalxo Isod XiLpu000s put `Xlddns autlnq puu joila.i aanssaad `sduind uinnouA opnlour(Luooa uollotalxa oqj ulglim lou) suiolsXs Iuolutgoow Xatlilxnt ulalsXs aoloualxo oqj 'sasoq paltloossu put `aasuopuoo IuaAIOs `duand aalsuual autlnq `,Cpoq Nutl st2 `aaquitgo XaaAOOaa`Xpoq uwnloo lulaalm sopnloul ulalsXs aolotalxo oqL 'uaalsxs uinnotA put `(sNuul Loa ql 001)sallloq JdI auudoad put autlnq ooanoS 'Iuowdinba 2uiltaaua2 LunnotA put �?ulssaooad dool pasolo paltloossu put `sulalsXs.loloualxa oml sululuoo LuooZl uollot.ilxg OLI L 'uital iulss000ad aaumo aqI aoI wu-Bulp `] moll Xatulaans sr llom se ands 2uiss3ooad put uollotalxa aill aoI Inokel luauldlnba ssaooad saaumo ut opnloul s2ulmuap oq L 'Iaoda2I IualugoaZ sigl jo s2ulpug oqj uo pasuq ands siLll anaas of suaalsXS Iuolutgoaui posodoad aoI(Z luauigoullu)LI/0I/Z paltp s2ulmtap anssl Ilulaad 1 oul saaau12ug UL"UJJOD of aala2l 'i?ulaaaul2ug ssaooad Iulluassg Xq 9i/OZ/1 paatdaad«laodo-d 2ulaaaul2ug IO-gg aoloualxg oagXzzlg„ `I Iuawgotllt ooS 'uital luauldlnba ftssoowd lunlou ogllo uoildlaosap palltlap saprnoad aoutilduloo sassaappu laodo-d luolugool paatdaad snolnaad V glosll Luooa uollotalxa oqj aoI 8£aaldugo 008£-VtS-IS OVM aad Xaussooau sopua2dn Xllllotl aql sassaappt laodaa slq L '2uiss000ad Xnpu000s gOnoagl o2 lllm sloualxa ploulgtuuto aaagm uaooa 2uiss000ad uollotalxa Isod palaldwoo Clauau oqj of Iuaoufpt oouds pagslug Ximaulo aoold punoa0 oqj UO paluool oq IIIM LUOOa Uollot.ijxo aq L 'VAk U0I2U[IJ LII RM OAV g1L9 UO /CIIIIOUJ DNIMOa2 uoilonalsuoo ul Xlluaaano alagl of ul ulooa uollotalxa ploulgtuuto u 2ulpllnq sl swain 2ulllo2I beucuznS •I �l _ 1 Nf)IS:IQ AO SISVS'IV3INVH3HW q I a2u(i _] LI-IZ-Z`l A3H'.LIIOdHH b OOd NOILL)V-dLXJ A.LI'II3Vd HAV HLL9 SWHVA 9NITI0H i y>� i i_ EssQnflal Process Engineering Top Cap Assemblies shall ' include only Stainless Steel caps. See calculation section for varying thicknesses. Lexan • ::!� type caps not approved at this I` time. 1 i, . ti►� 1C0 '�,a 1 L� Each Vessel includes a Pressure relief valve connected between the pressure gauge shown and the Top cap(stainless steel plate) Figure 7.1`—g Vessel Top Cap Section (138-001 Top Cap Is 316 Stainless Steel) "Approval is contingent pp t gent on each vessel having a properly installed Pressure relief valve as identified within this report. ***All threaded connections use PTFE/Teflon tape compatible with Propane/Butane. System leak testing per ASME BPVC VIII Division 1 test procedure. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 7 of 67 KD Doc.150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY EssenticN Process Enginpe=rfnq _ 1 1 � Each Cooling vessel shall include a Pressure relief valve as identified on this page for relieving CO2 gas at a pressure of 10 PSIG. Valves will be ported to the exterior of the facility J Figure 8.1—Vessel COZ coolant connection and stand supports JThe COz supply line includes a SwageLok SS-CHS4-10 Poppet Valve set to 10 Psig. This valve releases when 10 Psig has been reached within the line. This indicates a stopping point for supplying COz to the system. CO2 SHALL NOT VAPORIZE NEAR VALVE AND TEMPERATURE SHALL NEVER BE LESS THAN-10 1/20/2016 Project: 1S0217 bizzybee_BB-001 Closed Loop Extractor Page 8 of 67 r J KD Doc, 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY &F=sL-nflc5l PrOCL-ss E:nqlnL-L-ring Grt More Iwo oil 5upp"Ict's sne Ss popfe!cpt,x Ake lip 7"�'653"DO piecj "I V4 11 TILAe Ec,I I C to v,od C3 Procluct caleacify Valve Type Primary Material 'Pies3sleei Valve Size 0115TAch(6 35 mmy Number of ports 2 to 7, Media Temperature .10 to 4M F 1-21 to-',34 C) Flow(CY) I 10 0�,,,, connection Description TiA*tPriting 7A4 F.1-1trg Figure 9.1—Swagel-ok SS-CHS4-10 Pressure activated valve There are two SS-CHS4-10 valves installed between the CO2 supply ball valve and the vessel cooling jackets. These valves activate to indicate when to close the supply ball valve upstream of the flow. Activation by slight gas release (relieving vaporization to atmosphere) EACH SS-CH54-10 IS RATED TO-10 DEGREE'S FAHRENHEIT AND SHALL NEVER BE EXPOSED TO TEMPERATURES LESS THAN-10. LIQUIFIED CO2 ONLY. 1/20/2016 Project: 150217 bizzybee—BB-001 Closed Loop Extractor Page 9 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY �� I f=ssL-ntial Process ErnginL-e-rinq Generant Pressure Relief Valve installed between ball valve and vessel. Using Generant CRV8T-8V-K-275 «?Olt s y. l2� Figure 10.1—Typical Top Cap Assembly with inline Site Glass with Stainless Steel Cap GENERANT CRV8T-8V-K-275 INSTALLED AT EACH CLOSED SECTION. 1 REQUIRED AT EACH PROCESSING VESSEL(4)AND ALL PODS. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 10 of 67 KID Doc, 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY r EssPntlal ProCcass EngineE-rinq r _1 Figure 11.1—Solvent Supply/Recovery Vessel, DOT rated cylinder with Y-Valve Connection / The Solvent supply and recovery vessels are DOT-4BA-400 Type or Equal with CGA approved Valves . (Vapor port and Liquid port). Medical Grade vessels may be used with a DOT certification, ASME"U" Stamp or designed to ASME BPVC Section VIII Division 1. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 11 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I �, I I I 8,w- E=ssPntlal Process Engine'L=rinq 4-System Properties: bizzybee, LLC.Type 5 Lb Closed Loop Extractor System Maximum Allowable Working Pressure=250 Psi Allowable System Solvents: Iso Butane, n-Butane, Propane 5 -Operating Temperatures: Maximum Operating Temperature= 110 degrees F Minimum Operating Temperature= -40 degrees F The Collection Vessel never exceeds a Temperature of 110 degrees Fahrenheit(110 Maximum operating temperature) VP Butane at 60 Degrees F= 12 psig VP Butane at 100 Degrees F= 36 psig VP Butane at 110 Degrees F= 45 psig Vapor pressures for Isobutane shown above. VP Propane at 60 Degrees F= 102 psi VP Propane at 100 Degrees F= 196 psi VP Propane at 110 Degrees F= 220 psi JVapor pressures for Propane shown above. J -40 degrees F applies to the Cooling Vessels only. J J J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 12 of 67 JKD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY i E=ssL-nt'1c5l ProcEnss E=nc;lnL-L-rinc) 'I'able 5.2A.2 MaXiMUM VAPor Pt%-,,--urv.uid%ximlin, AJlo%abk�kkijrkijvg Prv,,,mure ALk%k11i Silaximuni Vapor Corrent ASME' F�vlivr Codes Pre%mire Code' Atl00'F Ati"4,8'C (Psig) lImpag) psig Sillag prig \Ipag P.vg M 11ag till 0,6 100 11,7 I 1A1 7 1(111 0,7 12.) 0.0 -Ai iji 1.0 I. 1—2 21 2-J() ]A 12 15 1. -112 2.2" 1) 19 M-RA I A glAlth I A) I"-'ffl 1 1-1 1,t-,!ILI, 'Nil I up 14,thc 19 16 f-dition;md aild I -J*i,J-4 flic I 11r 'Sce 1-1 artd 71,2,1.,fof fuel and fivd-ill. Figure 13.1—NFPA 58 Maximum Allowable Pressure Ratings for Various Vapor Pressures Per NFPA 58 Liquefied Petroleum Gas Code Table 5.2.4.2 Maximum Vapor Pressure and Maximum Allowable Working Pressure MAWP for Vessels Containing Butane(100 Deg F) 125 psi MAWP for Vessel Containing Propane(100 Deg F) 250 psi Vessels must meet MAWP requirements for NFPA 58 1/20/2016 Project: 150217 bizzybee—BB-001 Closed Loop Extractor Page 13 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY &ssL=nflal PrOCL=sr= E=r-iqlnL-L-rinq EkTP47TIEP. JNIES!.*E PqESSWC 11"VA`zzE 111FE ca'NE RELIEF qELIET KLI& RELIEF dAL"r VALVE V-Lvc 1f AL V C Ld rAl 0-0) 0 A- E "QEN% WE ItUr PELXT 1. ,e'LvE VALVE 1.1 t X A 0 V.2 -v-1 -4 CA TVA.'M U VXNA104 c-rc&.7 lu`. 0 Tp&;TIUs -+ErSEL 11 VI-Ack ',EV4L El UJ 0 i-4 10T WATC4 F —L(rw 'RE%--,PC #10111 CY-6 Figure 14.1-System Diagram, Extraction Set Up 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 14 of 67 KD Doc. 150217ER Confidential -Proprietary Document BUTANE PROPANE USE ONLY . i E=r=sEmnflal Process 6:nQlnL-E=rinq J. Uzi X.Ilr yaLvC vAL 1.C VAL=.0 VALVK .." rA , �)- 'I�Pur ICLIcr ;V_ xr";Wi C'T'r4i._rw CAIKI 111r, vCS'lL `I L"XL vv. C 'OV-- 5 HOT :ATM 10 F • LOV -;t -,>V_ vEsSELS W"-(11 TO F, 4EI;[J%J6(, VEM EL ALLEI M-?4 F 'UL,.,FM ya,q-, rn ,E'.'.EL TO-als4IN Lo'vry E'Vrt' +TA,Te Figure 15.1—System Diagram, Recovery Set Up 1/20/2016 Project: 150217 bizzybee—BB-001 Closed Loop Extractor Page 15 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY .r• I E:s5L-ntic5l Process E:nqlnL-L-rincj A"A E%!;,,"E �'RE.%JkE RELIEF 6EILIEF ZIEF "ALVE VALVE '.'ALVE •AL'E CV-1 -Y ,ALVE VAL,,E rsi 9 P 1 P V—4 _, r . : E'7k4:TJU% Exly'_Tfok .'c_CL CL vE%'SrL IALVt -e ;1 HOT v*4Ek,' < -A-ILRIAL 10510, TO:0 IN 1 — VAT010,L IAAAL5 Uff OF N L'•IZLS To i,ULM_tlWi 'OT Figure 16.1—System Diagram, Collection Set Up The manufacturer operating instructions designate when each component within the system is incorporated in a particular portion of the process 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 16 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY G:s,sL-ntial Pros c, (=- nc)lnL*L=rinq Material Properties of Components within the System: Below are the components within the bizzybee BB-001 Closed Loop Extractor and their associated material properties. The following is used to demonstrate that the materials are suitable for use with the designated solvents, at the design pressure and temperature. Materials used are acceptable for food grade processing,corrosion resistance, strength and durability and are adequate to meet the performance requirements of the system as indicated by the manufacturer's operation manual. 1 Item 1—Top Cap assembly(Figure 10.1). The top cap assembly includes SPX Fittings 16AMP Solid End Cap(2.5 inch NPS diameter) modified to include 3 x welded in V NPT coupler, The SPX Solid End cap may be replaced by a component of equal performance. C .g,Fy, rtti:a,i i,•�,-Ir 11 a,rc[:.trt`,;..,_r;re (ir.! _ _�xi••t_i.l_ ..°(_;;;•,,:I:,; ro'.79 I f; k' %f1=}: +:!i;`C'- F'•Uk i«: d?. f_.,..rcYl� ,i;.`d i[)'y:L;, zr.,, n j6i) ;`i:cC lTliGll Jl�f 1';ifti'r�',.•:a"�:,;'f;ifY 1'�np]P,-_ �i,.0 f(u's'r..'��;t_r� c,aa;rli'i ,3 i" � '.'.`'� •rr @TI eq;ltl"c a�f ShP Lfia-i pt• r�-�S n±:--•. ^_ -, ,,2„ p t: Z atia,_: f U. i2 fit'. , 61 2::•;] - OliT IhIli 0 Ibe Ow! !r+.rx,prcrxi lie.i:. `•it 4.�!7'<�} T.•rx;Y'fJ';. ,..i. >;., •i•{•. Strt;"-S?p;rn. .... .el" , .'J'_. -�'it+ 4 C' �'rrsn' • �f th.:.•.�:- .l'•1 '1• ;..• t o1 .,. -W1, ,!ty..•�1.''. •. .b ,.hh:•1• ��.w7.. ;r.:1,:• +• !,lr.. ,,.., .. •''n; ;7•.,:ry• S!.- . ts.l,, r- •.+-a.h •+ 1/20/2016 Project: 1S0217 bizzybee_BB-001 Closed Loop Extractor Page 17 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY U Esas.L-nflal Proce=r=r= E:nglnL-L-rinc;) I Z"r,,wall Id coal drat AL)r i. ec) 3 31 -:j"-) I �-i C� rg b,f Ind -,"face of ors 1/20/2016 Project:150217 bizzybee—BB-001 Closed Loop Extractor Page 18 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY 1 Process E=nqine*L-rinq _l ef 540, Nat() +- K_0 JtLQ —,UX CLvss(1:4N 150 119) 1 )V,d 01v A&Wi ctius(04N IV-1 01-)) r—ln-.A b"A Z'I'W odIf e 11 1)1 Inod 1 i i1; ,3 e'C ' i� `a �.(' 7 . 'C'ii�,�:P: i rilF S1f` 1 1{fl ?��P [1,0d0111 (Yy ii_ly, -1 vlwy 0,1F> .;it?_19 i_4 DURAN Group GmbH +,�q Sty- Figure 19.1—Sight Glass Borosiliicate Manufacturer 1/20/2016 Project. 150217 bizzybee_BB-001 Closed Loop Extractor Page 19 of 67 KID Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY t � � - — - - -- - - — -- — r G55enMc3l Rr Eess EnQ,needng rv,7 r | ' } ~ | _ = " � T i16 PSIG—0.37 TN6 } 4- Do \ T °° | ® ' { w • ' » { CAUT10+ m+�.« e�tA, , _ate a#,: m= +f- , , �,�.aa , b. *%7&5vdmy _A ww — - ----------- - - - — - - -� Fleur 20.1-Allowable P?gur Rating for6 m/late Glass(0a7 Thick) ] 1/20/2016 Project: 1S 217 R2yb e RB2O! Closed Loop Extractor Page 2 orb ] KD Doc. 150 17ER Confidential -Proprietary Document BUTANE/PROPANE USE ONLY � &ssential Process &ngine-L-rinq - 03.94 _► M - t9 1 SECTION AA Figure 21.1-bizzyBee Sight Glass Assembly B8-SG-4-TC-RS SIDE GLASS TUBE �^ MATERIAL: DURAN BOROSILICATE GLASS 3.3 OR PYREX BOROSILICATE GLASS OR EQUIVALENT SIIkFAi£5 GROUND PARALLEL ANU P£NY£NUIi ULAN.10 YHf AXIS •. Figure 21.2—bizzyBee Sight Glass Material and Dimensions(0.37"Thick) 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 21 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY ` t I EssPntlal ProcL-5s7 1=nginPerinq Duran Sight Glass Calculation: OD=5.14in ID=3.9375 in Wall Thickness=0.37 in Length= 1.9375 in From Duran Calculation: P=9mmx20x7Nxmm2/(119mm-9mm) =11.4 bar(165 PSIG) Maximum Allowable Working Pressure= 165 PSIG <250 PSIG;Ok for use with Butane only INLINE SIGHT GLASS TO ONLY BE USED WITH BUTANE—NOT APPROVED FOR USE WITH PROPANE ALL SIGHT GLASS IS REQUIRED TO BE LABELED"BUTANE USE ONLY" �J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 22 of 67 _.� KD Doc. 150217ER Confidential -Proprietary Document BUTANE/PROPANE USE ONLY I &ssentidl PrOCLMSS E=nginPL-rinq Item 1/Item 7/Item 12 from Figure 6.1 -Sanitary Connection High Pressure Tri-Clamp Fitting(Typical at all sanitary connections). ASTM A 276 316 Stainless Steel. Connection assembly includes a PTFE Tri- Clamp Ferrule Gaskets between mating pipe. Figures 23.1, 23.2, 24.1 and 24.2. Sizes include 6 inch, and 4 inch. 131.1HP-HIGH PRESSURE CLAMP Size _ Tun, OQ A i :3.110 :S.f}tU —_ 6 13 632 Figure 23.1-13MHP High Pressure Clamp Fitting used at all tri-clamp connections, Dimensions i 'PSI SERVICE RATINGS FOR SANITARY STAINLESS STEEL CLAMPS Size rubo OU 13MHI-IS 17MI.11, EG13 6 701F u250 F '•' 70-F :'a1250`17 .,25u F 314, 1500 1.200 1 1;2 600 Wo 1S00 11-'00 160 125 2' 55U 275 Iwo 800 150 125 21/2' aim 225 1WO 13f10 150 125 :J 350 1130 MMMM1W0 150 0 125 4 150 1000 800 150 125 5- 6' JUO f)U 0 10 'Sarvlce reengs are based upon hydwsestic to5ta umng.SrWILU1r0 Mnldud 13un;i•N gasi;el malk-nat wNh piowr e.ixpansion of fe f. rules,10MI assanbly,drdthy absome of slxick wessure All ralinUsi systems arc 1Iependant upon rolateu'comNrenls in to system and proper in-lallabon. Figure 23.2—Pressure ratings for High Pressure Clamp, 13MHP Type The system shall never reach a temperature of 250 degrees Fahrenheit during operation. _1 1/20/2016 Project: 150217 bizzybee_813-001 Closed Loop Extractor Page 23 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY i r-=ss�nfiial Procc-��s Es-`Ic�ln��rfnc� Tri-clamp Ferrule Gaskets o `:i'.. .. :. i.r -U•yi 1-;YI"Ill1!(.:c.knl', .��' :I Fe.,rute EnaS y�N 1 Figure 24.1—PTFE Tri-Clamp Ferrule Gasket used in conjunction with Tri-Clamp TrkClamp,Q)Gasket Materials Chrn ucteri nxtV epom Fluoev-Mutonw Si4cor)e izTEE Ca ' Qri oral Ph.'al Pro enies _ ;40; Tem erature Ral e kc`F =Y ,,,ZIV, df �' lk;7 F� .•'.--rY rig 1`,,a-.j I,i4C�j:S_?u_ei. :lour`to Err, hnl'.Y:<r%sC•?d !.nYd!Cr(:xtw. AwsT F_si t rnr� Fdv to,,,-d ric•1 is Emwi pov lei tauai Pcre•o F:rr Evckw;t H%s,o,'arc*tc7 F ^vi (^JI(.ei. "C�:< laII•7!�r;t XC-14 :i1xvi ���•r,�K?•-�t (AKd to[aa al Pva FW t.3rrr�:rg��t-.,a;:v!Fie:�arattetie �^ Fsr :'`.�ry� r. • I t� •�1�:,:� F'f�'��>>ntr-aai i�--'drs'�y�t�•.�>4�'riv ,�r�ti?',.c-x�aa"•�>_cti<Iv:'nrY1 ds'�-�_.t�. !np�N,erakin'rL_�21s�V�F dr.l��lus"�rt�s't`dC .n'•>tt,��yc'�t•"ey^•s Figure 24.2—PTFE Type Gasket Material Specifications (-40 Degrees F to 200 Degrees F) 1/20/2016 Project: 150217 bizzybee_B11-001 Closed Loop Extractor Page 24 of 67 r KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY Esseanfial Process Englneerinq Hoses and connections/fittings/valves: All hoses are PTFE lined with braided stainless steel reinforcing jacketing. All hoses and fittings are approved for use with Butane. The hoses are rated for temperatures of-65 degrees Fahrenheit to 450 degrees Fahrenheit. Hoses are Swagel-OK W Series type or Equal. Corofiex VfiC t,t lrx PT V E I-w3o Features .overpry:+d_ssmooth,ronclmtan:in;tting.aria'• ■5n oakl.•$01`3.cm4,411 black-`Il zd P7FE-rri For appllc itiart and m;:u=.anon from Irrtarnai ysirrm flUs�j that r4gt4t*etasc Wvv *V;I If. ternr,&ralure cxtrer-Gs,cover is tivalabla in btarK blue,re.1. •Va Ir3.1n17 3;i m.siz;s and%%xom na Ar"rkr&s i;p to and wh,Q. zg'3 pa'!g[51.5 bar). Pl--c matQ14-Ilmr,1198 wuth FDA regulation e1+ FR Part ■=i;}es Lraid CondAd;r,tlt�bcrN with a patent-pend�r-: 177.i.gM and U:,P.,hq:.C•la.,s VI_ fracas-7 supports-,nra to radura kinking, a Convrsor.ly usad wh,are f€coob!lily,r_ha=nical ccntpaDbky. •ir-ternal insulating wrak etimin;aY3 roe=.for.r axten• and ax'-rfior m-suiotirg(hol/cwfdj cr;+er are t1e3're�. � :ai }nsutatrov in bans appiiciizcn-§. �-,ustom tbosa length;and End conracivis avaiiW4. f-304 stainl4ss stegi t~rald @rsura:,t'�u4 G?S3tll�7 �r tIVOns mi-ILA4 ht�-A Covers ar-d hosB tags.S42 page 83 ,-ort,iorrwintarld protgos the ccra from abr lion fordatails. �ii!CV in Cxbon bla-c<-f liQd P77!_-ors ?.1a ss and<';.rrttidi ms lCS�D/1NAnIll,1• - ,xa SS t"li+ Rcy braid loo sarla;SS Technical Data Minimum hYride Wscuum Nominal knaido outride Bond CMG in.NO Woridng ewst bulk k, (roll Tor niw4luro WJS mp Pmasuro at Prroeues t Noso Nose Sias Dameter 0"moter now od to... 70°F lm'Cl 701P(Wq Wipht Mt.inlm7 el inxnt in. ) Stab: I Dynimygo 'F iq 'F rwit :V8(46) O l5r,;O; 0? 5!!�d( �'b-6--)a 3,dG;t, ay54 i ✓ 60t,1h :uAvt..c ODoat .lJS a4J 1!2 i+?Xj rl s 7a1�s Q�;'{;f.t; d 7�i(10.5y n lg�l.:;� r ?nl)lu Jl JW 14I Ki 1 11o:1rq :V,, 41,) I)%5,1V7) 9;i��) 0?[i,l/^ 0 l3 'Ui` 4):�f'i, iYICAf"1". 0SUEa:a; iTfs9 f ir7YN5`�MPYa9[1h)Y3'Ir�,�1^+q`�ill IChHH1 Cy n,c=N-'r9ltn1CC++}n-r Pros stirs-Terri pera tit ire Hatings Nominal Now Silo.at W,If2 3M Tim rates. "F ci Work( Prsames,4urk lW -e5 Figure 25.1—Swagel-OK W Series PFTE Hoses(3000 PSI rated,''X" Diameter) 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 25 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I j Essential process EncglnL-prinq All hoses must be static dissipative. Braided hoses may be substituted by 1/16"wall X" &3/8" stainless steel tubing rated for the designated pressures. Floses must be static dissipative, PTFE lined, and capable of the service pressure with the service pressure listed on the hose or tube. Tube Wall Thickness, in. Tube OD 0.035 0,049 1 0.065 0.083 0.045 In. Working Pressure, psig (bar) _ 1 1/4 10 000 (690) 15 000 (1040)+ — 3/8 6 500 (450) 10 100 (700)t' 12 700 (880) — — 1/2 5 000 (350) 7 200 (500) 10 100 (700); 12 900 (890) 5/8 — 5 800 (400) 7 600 (530) 10 100 (700) — 3/4 — 4 700 (330) 6 300 (440) 8 500 (590) 10 000 (690) is Pressure ratings based on special wall thickness tolerance for 3wageiok 5AF 2507 tubing. Figure 26.1—SS 316 Tubing Specifications,Swagelok SAF 2507 tubing 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 26 of 67 �� KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I G=sseni-lal Process E-ngineerinc) Pressure Relief Valves: **An automatic Pressure Relief Valve is installed to the Solvent Vessel (any closed section where pressure is trapped) the Solvent Vessel, Material vessels and the Collection Vessel. I l" I ,- 1, ,•�I � i , ; .�: - 1-1E Tl ";c I;-_;T I C'� Configuration Shown CRV4-r-4V Dimensional Daia lriiu�51ze lies na�ii�i f,)1gk* A cx.l y Hex Tube NuL Ilrxl 1WNP( d 3i7�T-3� Csib502) o 5(1a95 IQ'NPT ?3 eootlo IG i N(A -4 Face Seal 4V I'D ' i.C,$(GH.�D U'4�� 114,S1•Luk ST —i8l) 4. 7 3.35 ? -081 3 �L1 9f16- ............. >► ll2'@E.l_ok 8T ;nL1 101G� S1���$��J...1$ f}g $4 Sea _ ; �t, 718 T-- -8 Face l �, �f00 ?' li, �• i� r -- Figure 27.1—Cryogenic Pressure Relief Valve, Generant Model CRV8T-8-K-275 used in system The Generant CRV8T-8T-I<-275 has a set pressure of 275 psig and Viton seals. A seal temperature rating Jof -320 Degrees Fahrenheit to 175 Degrees Fahrenheit. Never go below-40 F. 1/20/2016 Project: 1.50217 bizzybee_BB-001 Closed Loop Extractor Page 27 of 67 1 KD Doc, 150217ER Confidential-Proprietary Docurnent BUTANE/PROPANE USE ONLY tJ i i | � &sE.EmntlalPnzcL-ssE=nglnecmrinc3 Flow Data Fron-i To Orifice Orifice Orifice � Figure 28.1—CRV Flow Data Pressure Relief Valve Set Pressure= 275 psi (NFPAS8,S'7.2.5(A)) C28.1 o="=`'w^.A.Wm "~*°,/^.=o `"r".qe,^ Ew,m^`a^ 2�0^ Orifice Discharg Kid) Reatflita (,,,5 Row Rate(Poundsmnukej Figure 2O2—Generant Cryogenic PRV Flow Rate Calculation 1/20/2016 Project: 15UZ17bizzybee_BB'OO1 Closed Loop Extractor Page 38ofG7 ! | KD Doc. 1S0Z17ER Confidential Proprietary Document BUTANE/PROPANE USE ONLY | | i Esse-ntial Process Enginr-Princ) Pressure Relief Valve Flow Rate (min.)= 53.632 x AO-82(NFPA 58,5.7.2.6) 53.632 x(537.9 in'x 1/144)0" I 158 CFM Required C29.1 The Pressure Relief Valve meets all operational requirements of the system such as fluid contact,cold temperature and corrosion resistance. ASME designed containers for LP-Gas are equipped with direct spring-loaded pressure relief valves conforming with the applicable requirements of ANSI/UL 132,Standard for Safety Relief Valves for Anhydrous Ammonia and LP-Gas,or other equivalent pressure relief valve standards. I SS-QC6-B-500 ��� SS-1VS6 SS-CHS4-10 I SS-1VS6 1• �G� SS-600-2 R-6 a—- 13MHP 6„ Figure 29.1-Top Lid Assembly(Typical Components) 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 29 of 67 _� KD Doc, 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY 1 I I I &ssentIc91 Process, Engineering SS-1VSG SS In9ogral EWftftt Readle VA".0.7-1 Cv.310 in.GwauLdak Ulm rftllnq.Yoe Stwu A�IAAWMY A: CD GULW40%WMIA thiq pInAlirt7 90 JAI III 2iw.iu,t1lv- lap"PAIlit, 4 54 Fl-A ftyl it 00 17:Yrn In - 14A lwtt,t V Alt..! 1h1fIt.11-qN1-1 5Juq ilea Aw t AMON-(" 3f 01 LVI,0:1 J e�4u,� 7 flL ll:0a 0. 1 C t C. Figure 30.1—Swagel-ok Needle Valve 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 30 of 67 KD Doc. 1S0217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY Essential PrQCPss Enginc-L-rinq Solvent Storage vessel is designed to ASME BPVC VIII Division 1 or is a DOT approved vessel rated for the rated pressure vessel J30 Ibs capacity or 60 Ibs capacity Portable Tank Butane Solvent/ Propane Solvent: Solvents used in this system are extremely flammable gases(NFPA 497 Group D Gas). This system has been designed to maintain a safe working environment per the applicable standards identified within this report as they pertain to the Closed Loop Extraction system. Safe operation by trained persons is followed and is assumed within this report. Room temperature is kept at or below 75 degree's Fahrenheit at all times by use of constant ventilation and conditioning(where applicable). 1 Butane—Flammability Index 4, Health Index 1,Stability Index 0 T Propane—Flammability Index 4, Heath Index 2, Stability Index 0 1 See Marking, Labeling and Warning signs within this report. All Extractors include an O�erat_i_ng instruction manual which includes safe handling procedures required training, maintenance information and other relevant safety information. NFPA 497 2012—Recommended Practice for the Classification of Flammable Liquids, Gases or Vapors and of Hazardous (Classified) Locations for Electrical Installations in Chemical Process Areas Propane is classified as a Group D Gas per NFPA 497 Butane is classified as a Group D Gas per NFPA 497 (Isobutane/nButane) The Classification of the Solvent and it's use within this manufacturing process fall under the below NFPA Classification 5.2.2 Division 2 Classified Locations Vessels containing liquid or liquefied hydrocarbons,may be released only under abnormal conditions. Vapor release only by leak which is considered abnormal. NEC requirements for Class 1 Division 2 locations apply. 5.3.3 Zone 2 Location Table 4.4.2 Selected Chemicals from NFPA 497 Chemical CAS No. Group Type AIT© %LFL %UFL Vapor Density(Air= 1) n-Butane 3583-47-9 Dd,g GAS 288 1.9 8.5 2.0 I Propane 74-98-6 Dd GAS 450 2.1 9.5 1.6 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 31 of 67 I KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY _J I :, I EssPntlal ProcL-ss E=nglnL-L-rinq Configuration Information: 10. u LIPS 0.29 ro A Q , A -*-j , S ECTI4 N A-A Figure 32.1—Solvent Vessel Dimensional Drawing,SA-240 Stainless Steel 3GA0 A 7 _ 00.29 u 0 6 A -s- Q-11 4-- SECTION A-R Figure 32.2—Material/ Dewax Vessel Dimensional Drawing,SA-240 Stainless Steel I 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 32 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY M R I Essential Process EnginL=L+rincD Vessels are pneumatically pressure tested per ASME BPVC VIII Division 1 prior P Y p p p to operational use. Other items within the configuration not described above—Weight Scale. A digital scale is used to measure the dry and full weight of the Solvent recovery tank to indicate the quantity of solvent transferred. `The Collection Vessel includes a Pressure Gauge rated for use with Butane. .1 _l _1 J J J J 1/20/2016 Project: 150217 bizzybee_88-001 Closed Loop Extractor Page 33 of 67 JKO Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY J i Esstant1c3l Proctmss EnglnPc-rinq Code Calculation Per ASME BPVC Vill Rules for the Construction of Pressure Vessels Division 1 -2013: Maximum Allowable Stress, SA 240= 16,700 psi C34.1 i "The above Maximum Allowable Stress from the ASME Boiler and Pressure Vessel Code Section Vlll includes a Factor of Safety of 3.5 as well as limits for Fatigue Design. The Maximum Allowable Stress shall be used to determine either the thickness of materials used in the construction of the pressure vessels or the determination of the Design Pressure. ***ASME BPVC Code Calculations as allowed in NFPA 55 Section 7.1.6 Cylinders,Containers,and Tanks ASME 836. 9M-2004 STAINLESS STEEL PIPE i 1 — Table 1 Dimensions of Welded and Seamless Stainless Steel Pipe and Nominal Weights of Steel Pipe, Plain End (Corot' --«�-- — U,S.(wtonu,ry Units 50Qdule SI Units T NPS 00,in, WiH, in. Wp„ Ib,•'1•t No. ON OCR,nim Wail, n,m W,.kgj nl 4.00 w"11 it', 3,+ir'.1 �.§ 7�) l z1.t, ;.I l •ti i t 4.000 1).::G li! n.',3:{ !!?3 ii iC!t.n IA?01 7.A1 4,00 43!2t, 7 i? r,45 10 101,6 5.74 11.57 I's 12 i,1 dt3$ Vi1 01 b S." 1h,(A 6.17 5 5.5-61 0.2(1)ftI J6 IS 125 1a1.3 2,77 i1) N4b 5 5,563 0A)4111 7.79 1p5 125 141 1 3.4u W :i.So 5 5.561 0.258 14.0 41'5 125 .41,3 U-55 21.77 5 5.561 0.375 26;80 11, i41 ! 9_5'1 iO.y7 Figure 34.1—ASME B36.19M Stainless Steel Pipe Dimensional Specification 1 1/20/2016 Project: 150217 bizzybee_BS-001 Closed Loop Extractor Page 34 of 67 KID Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY i i� i Ike; EssL-ntIc5l ProcE-ss EnginPc-rinq, Determine Maximum Shell Pressure of Item 3—5 inch Diameter Vessel E=Joint Efficiency(Specified in UW-12,ASME BPVC VIII Division 1), Use 0.6 Non-Radiographed P= Internal Design Pressure, Psi R= Inside radius of shell, in (2.5 inches) S= Maximum Allowable Stress value, Psi (16,700 psi for SA-240; 316 55) t= Minimum required thickness of shell, in for Cylindrical shells (1) Circumferential Stress: P= S x E x t/(R+E x t) Equation 1, UG-27 I P= [16,700 psi x0.6x0.134 in]/(2.5in-0.6x0.134in) 554 psi C35.1 (2) Longitudinal Stress: P= 2 x S x E x t/(R—0.6 x t) Equation 2, UG-27 [2 x 16,700 psi x 0.6 x 0.134 in]/(2.5 in—0.6 x 0.134 in) 1,109 psi C35.2 "Maximum Pressure for a 5 inch diameter Vessel Shell is 554 psi per Equation 1,UG-27. } _ 1 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 35 of 67 KD Doc, 150217ER Confidential -Proprietary Document BUTANE/PROPANE USE ONLY f) i P � Esse'ntic5l Process Englneprinc) Determine Maximum Shell Pressure of Item 3—6 inch Diameter Vessel E=Joint Efficiency(Specified in UW-12,ASME BPVC VIII Division 1), Use 0.6 Non-Radiographed 1 P= Internal Design Pressure, Psi R=Inside radius of shell, in (3 inches) S=Maximum Allowable Stress value, Psi (16,700 psi for SA-240; 316 SS) t= Minimum required thickness of shell, in for Cylindrical shells (2) Circumferential Stress: P= S x E x t/(R+ E x t) Equation 1, UG-27 1 P= (16,700 psi x 0.6 x 0.134 in)/(3 in—0.6 x 0.134 in) 459 psi C36.1 (2) Longitudinal Stress: P= 2 x S x E x t/(R—0.6 x t) Equation 2, UG-27 (2 x 16,700 psi x 0.6 x 0.134 in] /(3 in—0.6 x 0.134 in) 919 psi C36.2 **Maximum Pressure for a 6 inch diameter Vessel Shell Is 459 psi per Equation 1,UG-27. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 36 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1 ;� I I EssG)nf 1c71 Process l=nglnL=Prinq Determine the Thickness at the Unstayed Flat Head: Material Vessel Cap(4 inch Diameter) C= Factor dependent on method of attachment, Top/ Bottom plate condition similar to (i) in Figure UG- 34 ASME BPVC Vlll Div. 1. =0.20(Bottom Plate) - d=diameter,4 In E=Joint Efficiency(Specified in UW-12,ASME BPVC Vlll Division 1), Use 0.6 plates for un-radiograplied full penetration weld. Efficiency set to 1.0 due to Sanitary Flange with Gasket P= Internal design pressure (psi) S= Maximum Allowable Stress value, Psi (16,700 psi for SA-240; 316 SS) t=Minimum required thickness, in I t= dx [( CxP )/(5xE )]05 Equation 1, UG-34 4 in x [(0.20 x 250 psi)/(16,700 psi x 1.0)]1•1 0.22 in C37.1 *Shell top/bottom plate thickness is allowed to be 1/4 inch for a Design Pressure of 250 psi t s) b� s. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 37 of 67 I(D Doc, 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY �. 1 e! i t►w EssE-ntk31 Pr=L=ss EnginPPrinc1 Determine the Thickness at the Unstaved Flat Head: Material Vessel Cap (5 inch Diameter) C= Factor dependent on method of attachment, Top/ Bottom plate condition similar to (i) in Figure UG- 34 ASME BPVC VIII Div. 1. =0.20(Bottom Plate) d=diameter, 5 in E=Joint Efficiency(Specified in UW-12,ASME BPVC VIII Division 1), Use 0.6 plates for un-radiographed full penetration weld. Efficiency set to 1.0 due to Sanitary Flange with Gasket I P= Internal design pressure (psi) S= Maximum Allowable Stress value, Psi (16,700 psi for SA-240; 316 SS) t= Minimum required thickness, in t= dx[( CxP )/(SxEfl" Equation 1, UG-34 5 in x [(0.20 x 250 psi )/(16,700 psi x 1.0)]0.5 0.27 in C38.1 *Shell top/bottom plate thickness is allowed to be 5/16 inch for a Design Pressure of 250 psj 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 38 of 67 KID Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY I I EssPntical PrOcess EnglneaerincD Determine the Thickness at the Unstaved Flat Head:Collection Vessel (6 inch Diameter) C= Factor dependent on method of attachment,Top plate condition similar to (i) in Figure UG-34 ASME BPVC Vlll Div. 1. =0.20(Top Plate) d=diameter, 6 in E=Joint Efficiency(Specified in UW-12,ASME BPVC VIII Division I), Use 0.6 plates for un-radiographed full penetration weld. Efficiency set to 1.0 due to Sanitary Flange with Gasket P=Internal design pressure (psi) S= Maximum Allowable Stress value, Psi (16,700 psi for SA-240;316 SS) t= Minimum required thickness, in t= d x [(C x P)/(S x E )]°s Equation 1, UG-34 6.0 in x [(0.20 x 250 psi )/(16,700 psi x 1.0)]0•5 0.33 in C39.1 *POD top plate thickness is allowed to be 3/8 inch for a Design Pressure of 250 psi 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 39 of67 KID Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY i Ess�nrlal Pi oc�sS �nglr�e�rinq 7 ' Q 1 TEW '.0 I PA=-'I AIKER C=SCRIPTION )TY aa.c` 63W8'. SS 5?A.-I•oVi F--',rIQ;SBAhLL 2 ':-v)u-'-,MP T SVIJ G�-LO- =iTTV 41-% 1 5 S` Gi a'1iT 1 B 44c3'47' 7 die». . 2 Figure 40.1—POD Top Plate assembly(POD Plate thickness=0.5 in) POD Sight Glass: McMaster-Carr PN 5207K44; Rated to 1400 prig at 70 Deg F 1/20/2.016 Project:150217 bizzybee_BB-001 Closed Loop Extractor Page 40 of 67 KD Doc, 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY 1 r 1 Essenflal Process Englneerinq lv�I, 11 ' SECTION A•k Figure 41.1—blzz Bee BB-001 POD Assembly Y �1 J J J J J J J 1/20/2016 Project: 150217 bizrybee_BB-001 Closed Loop Extractor Page 41 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY J i C.�Se�nti�l F�r-oe��s �ngin��ring Determine Formed Head Thickness at the Recovery POD (Figure 40.1 Welded Formed head): From appendix 1, page 352 ASME BPVC Vlll Division 1 1-4 Formulas for the Design of Formed Heads under Internal Pressure t=minimum required thickness of head after forming t,=minimum specified thickness of head after forming, in. is>t P= Internal Design Pressure, Psi D= Inside Diameter of the head skirt, in Do=Outside Diameter of the head skirt, in S= Maximum Allowable working stress, Psi (16,700 psi for SA-240,31.6 SS) E= Lowest Efficiency of any category A joint in the head, UW-12 r= Inside Knuckle radius, in L= Inside Spherical or crown radius for torispherical and hemispherical heads, in L= K,D for ellipsoidal heads in which Ki is obtained from Table UG-37, in Lo=Outside Spherical or crown radius, in L/r=ratio of the inside crown radius to the inside knuckle radius, used in table 1-4.2 M =a factor in the equations for ellipsoidal heads h=one—half of the length of the minor axis of the ellipsoidal head K=a factor in the equations for ellipsoidal heads D/2h= ratio of the major to the minor axis of ellipsoidal heads Alpha=one—half of the included (apex)angle of the cone at the centerline of the head ET= modulus of elasticity at maximurn design temperature, Psi Sy=Yield strength at maximum design temperature, Psi 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 42 of 67 KD Doc, 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY Essential Prooe-c-as Englrneeringl Ellipsoidal Head K= (1/6)x [2+(D/2 x h)2) (1/6)x[2+(7.78 in/2 x 3.14 In))'] 0,589 C43.1 t= P x D x K/(2 x 5 x E—0.2 x P)+Ca ((250 psi x 7.78 in x 0.58)/(2 x 16,700 psi x 0.6—0.2 x 250 psi))+0.01 _1 0.07 in C43.2 t= PxD,,xK/(2xSxE+2xPx(K-0.1))+Ca (250 psi x 7.78 in x 0.58)/(2 x 16,700 psi x 0,6+2 x 250 psi x (0.58--0.1))+,01 0.07 in C43.3 *Use 0.11"Thick Ellipsoidal Formed Head for a MAWP=250 Psig i J J I J J J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 43 of 67 JKD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY J i WIT E=Ss=-n1-la1 PrcacL-ss E—_nglnL-L-rinq Chemical Compatibility: Chemical Compatibility Results Chemicals with a Compatibility Rating of All for your selected Material are listed belov/ Material Selected: stainless steel - 316 Chelrnical Cor7tipatiibility Explanation of Footnotes -- 1. 5atisfactor,� to 72 F (2.2 C'1 Butane A`-Excellent 2. Satisfactory to 120OF(48'C) Ratings -- Chernical Effect A = Excellent. B = Good-- Minor Effect Slight corrosion, or disr'oloraban, C = Fair —Moderate Effect, not recommended nor continues u2e. Sc�tening, loss of strength, _vyel=irg may occur. D = Severe Effect, not recor•nmended for ANY use. N/A = Infvrrnat on not available. WARNING The Information in this chart has been Supplied to Cole-Parmer by other reputable sources and is to be used ONLY as a guide in selecting equipment For appropriate chemical compatibility, Before permanent Installation, test the equipment with the chemicals and under the specific conditions of your application, Ratings of chemical behavior listed in this chart apply at a 43-ha, exposure period. Cole-Parnler has no knowledge of possible effects beyond this period, Cole-Parmer' does not warrant (neither express nor implied) that the information in this chart Is accurate or complete or that any rnaterial Is suitable for any purpose. [DANGER Variations in chemical behavior during handling due to factor's such as temperature, � pressure, and concentrations can cause equipment to fail, even though it passed an initial test. Figure 44.1—Butane—316 Stainless Steel Compatibility, A-Excellent 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Fxtractor Page 44 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY i i Ess r ntic3l ProcL-ss englnL-Pring Chemical Compatibility Results 4tChemicals with a Compatibility Rating of �� Ja All for your selected Material are listed below: Material Selected: PTFE Chemical Compatibility Explanation of Footnotes 1, Satisfactory to 72°F (221Q Butane A-Exceilent 2, Satisfactory to 123°F (48°C) Ratings -- Chemical Effect A = Excellent. B = Good -- Hinor Effect, slight corrosion or - discoloration. C = Fair --Moderate Effect, not recommended for continuaas use. Softening, loss of strength, swelling may occur. D = Severe Effect, not recommended for ANY use, N/A = Information not available, WARNING The information in this chart has been supplied to Cole-Parmer by other reputable sources and is to be used ONLY as a guide in selecting equipment for appropriate chemical compatibility. Before permanent installation, test the equipment with the chemicals and under the specific conditions of your application. Ratings of chemical behavior listed in this chart apply at a 48-hr exposure period. Cole-Parmer has no knowledge of possible effects beyond this period. Cole-Par•mer does not warrant (neither express nor implied) that the information in this chart is accurate or complete or that any material is su;table for any pwrpose.. DANGER Variations in chemical behavior during handling Clue to factors such as temperature, pressure, and concentrations can cause equipment to fail, even though it passed an initial test. Figure 45.1—Butane—PTFE Compatibility,A-Excellent �J 1/20/2016 Project: 150217 bizrybee_BB-001 Closed Loop Extractor Page 45 of 67 .� KD Doc, 150217ER Confidential- Proprietary document BUTANE/PROPANE USE ONLY 1 6w3 i=s5,E:1nt1e5l Process E=nglne-L=rincg Chemical Compatibility Results tChemicals with a Compatibility Rating of ,;_'"" '? All for your selected Material are listed below: Material Selected: stainless steel - 316 Chemical Compatibility Explanation of Footnotes -- - _ - — -- -- -- --- 1. Satisfactory to 72'F (220L) Propane (liquefied) A-Excellent 2, Satisfactory to 1200E (480C) Ratings -- Chemical Effect A = Excellent. 8 = Good -- Minor Effect, slight corrosion or discoloration. C = Fair -- Moderate Effect, not recommended for continuous use, Softening, lows of;strength, sweli!ng may occur. 0 = Sevem Effect, not recommended for ANY use. NIA = Inforniat un not available, WARNING The information in this chart has been supplied to Cole-Parmer by other reputable sources acid is to be used ONLY as a guide in selecting equipment for appropriate chemical compatibility. Before permanent installation, test the equipment with the chemicals and under the specific conditions of your application. Ratings of chemical behavior listed in this chart apply at a 48-1hr exposure period. Cole-Farmer has no knowledge of possible effects beyond this period, Cole-Parmer does not warrant (neither- express nor implied) that the information in this chart is accurate or complete or that any material is suitable for any purpose, DANGER Variations in chemical behavior during handling due to factors such as ter7lperature, pressure, and concentrations can cause equiprnent to fail, even though it passed an initial test. Figure 46.1-Propane-316 Stainless Steel Compatibility,A-Excellent 1/20/2016 Project: 1.50217 bizzybee_BB-001 Closed Loop Extractor Page 46 of 67 KD Doc. 150217ER Confidential -Proprietary Document BUTANE/PROPANE USE ONLY ub;q Ess ntic�l Process F-ngiraeering Chemical Compatibility Results otChemicals v,ith a Compatibility Raying of All for your selected Material are fisted below; Material Selected: PTFE +Che►nical Coinpatibility+ Explanation of Footnotes _—_-- _ - ---•-- __.. 1. Satisfactory to 721F (22*C,, Propane (liquefied) A-Excellent 2, 5atisfactnry to 1200F (48*C) Ratings -- Chemical Effect A - Excellent, 8 = Good-- Mirror Effect, slight corrosion or discoioration. C = Fair -- Moderate Effect, not recommerded for continuous use, Softening, loss Of Strt ngtll, swei�,ng may occur, D = Severe Effect, not recommen„eta for 4,N USA', N/A w Information not a-,ai;able, WARNING The information in this chart has been Supplied to Celle-Pa.rmer by other reputable sources and is to be used ONLY as a guide in selecting equipment for appropriate chemical compatibility. Before permanent in.stailation, test the equipment with the chemicals and under the specific conditions Of your application, Ratings of chemical behavior listed in this chart apply at a 48--hr exposure period, Cole-Parmer• has no knowledge of possible effects beyond this period. Cole-Parmer does not warrant (neither express nor implied) that the information in this chart is accurate or, complete or that any material is suitable for any purpose, DANGER Variations in chemical b-_havior during handling due to factory such as temperature, pres ore, and concentrations can cause equipment to Fail, even though it passed an initial test. Figure 47.1—Propane—PTFE Compatibility,A-Excellent 1/20/2016 Project: 150217 bizzybee_BB•001 Closed Loop Extractor Page 47 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY f=- ssc-nt'lal Wroc:L-sas Enginc=earinq Warning Signs/labels/ Placards: The Closed Loop Extractor System has appropriate warning labels visibly affixed. Warning labels are similar to figure 48.1 below. 1 r� --»...wier►�M ;•ti6y-w� ....w•r....a�. U$sEI?�? "_ .. •� .-«.�..as tBYDOtk7aY ..aMv w W i. S..Alt _tiarr.wr...r�r 1f.11'I1.61�' Md.�M/M1ti`lti "�-'a.4 v�s1r. .R1Y�/M.�IY�M�'.1.�M.LR.� •w.A��r• K+1111�MlItOM1Vt11+rNs� 1a111�4tJ�fYGM tlA/NARI�OR K�lpK7.w+Oprq ClR�,tR.7 in WI nwa�/OR IrMI.�W OMC�K 1/'N�Cv1/!!O�P WOMAN•ICJ.1 OU*OOOM 1�t1KY f7�MCT11.lt ts��Kialt enuor.M��tiip111 u..iwr tw.nnc�wia rn4w O�O1eNM�z �Owe...V►•� ti i �..•M w.P.rww.M ....r.r - - ��•1 ��rr�...err rawww.'erww+... ►wr...r rwr..�..r..r....• ti� w.�rwww..w.• wrw rr �� '7Y.� .rr1..�..rww.w-.•.ry..ww .OrMMMV�IAI.YW>�Ir{ ���-w�- �• Figure 48.1—Warning Label Example Propane. Flammable. No smoking no open flames. . Figure 48.2—Required Warning Label for Propane, Butane, and other Solvents in use 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 48 of 67 �.� KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY i T� - r�,,VA ,C ��� ESsL-ntlal Proc+Pss EnglnQL-rincq Equipment Clamp Torque Specifications: Typical Applied Torque Settings YP �l� s q � GASKET MATERIAL � --- TGRQUE(IN-LBS) - _Sii 25-30 CPDM 10-" PTFE&PTFF Blends 50" (1, COn50 clalllp fllaflufacturei' fur rnax€i-nurn allowed tarque Se€tings) Figure 49.1-Sanitary Clamp (Tri-Clamp)Torque Specifications Operators are required to maintain a torque wrench and utilize the Torque wrench when tightening or assembling any vessel. Torque wrenches shall be calibrated and in good working condition. i g1 J 1 ' 1/20/2016 Project:150217 blzzybee_BB-001 Closed Loop Extractor Page 49 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY P 1✓SSL-ntic5l Proc:L-ems EncglnPezrinq Tor ue Values for Stalnless Steel and Non-Ferrous Fasteners Boll 8-8 StainlessSteil— 316 Ialn oss SIQ 1Ncon ---Wnef Brass 20 4. 4 Size__ Lubricated D1y Lubrlcalod Bronze _ Aluminum 2.56 2.5 in•Ibs 2.1 in-Ibs �2.6 in-Ibs 2.21n-Ibs 2.3 in-Ibs 2..51n-Ibs 2.0 indbs 1.4 in4bs 2.64 3 2.6 3,2 2.7 2.8 3.1 2.5 1.7 4.40 5.2 4.4 5.5 4,7 4.8 5.3 4.3 2.9 4-48 6.6 5.6 6.9 5.9 6.1 6.7 5-4 3,6 5-40 7.7 6.5 8,1 6.9 7.1 7.8 6.3 4.2 5-44 9.4 8.0 9.8 8.3 8.7 9.6 7.7 5.1 6-32 9.6 8.2 10.1 8.6 8.9 9.8 7.9 5.3 6.40 12.1 10.3 12.7 10.8 11.2 12.3 9.9 6.6 8-32 t9.8 16.8 20.7 17.6 18-4 20.2 16.2 10.8 B-36 22 18.7 23 19.6 20.4 22.4 Mo 12..0 10-24 22.8 19.4 23.8 20.2 21.2 25.9 18,6 13,B 10-32 31.7 26.9 33.1 28.1 29.3 34.9 25.9 10.2 114-20 '75.2. 63.9 78-8 67 68.8 85,3 61.5 45.6 IM-28 94 80 99 84 87 106 77 57 5116-18 132 112 138 117 123 149 107 80 5116-24 142 121 147 125 131 160 116 86 3,18-16 236 201 2471 210 219 266 192 143 M-24 259 220 271 230 240 294 212 157 7`16-14 376 320 393 334 340 427 317 228 7'16-20 400 340 418 3% 371 451 327 242 1!2.13 43 h•Ibs 37 11•Ibs 45 II-Ibs 38 WIbs 40 tl•Ibs d8.7 fl•Ibs 35.211-Ibs 26 Iblbs 1i2-20 45 38 42 S1 37 __27 Figure 50.1-Stainless Steel Fastener Maximum Torque Specifications Note: Follow the Clamp manufacturer specifications for Clamp bolt Torque specification with PTFE Gaskets i The below guidelines are followed when manufacturer specifications are not available Torque Specification =0.85 x Maximum Torque (Figure 50.1) 5/16" Diameter Clamp Fasteners Torque to 10 ft-Ibs 3/8" Diameter Clamp Fasteners Torque to 17.5 ft-Ibs 1/2" Diameter Clamp Fasteners Torque to 38 ft-Ibs 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 50 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I �f , + T EssL-Mic3l PracL=ss EnglnPL-ring j DETAILED PROCESS: The purpose of this document is to outline the set of processes and procedures that describe the end- to-end operations of the bizzybee extraction system. The bizzybee system is a Butane Hash Oil(BHO) extraction machine that produces a high quality output. Butane Hash Oil is the essential oil from the cannabis plant,extracted using Butane as a solvent. It can be extracted from fresh material or from cured material as a Concrete or an Oleoresin, A concrete or an oleoresin that has been winterized to remove the waxes, lipids,and fats, is known as an Absolute. Butane Honey Oil extraction refers to the method used to extract the essential oils from cannabis,and there are multiple theories on the best way to accomplish this,as well as what material is best to use. i 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 51 of 67 KD Doc. 150217ER Confidential -Proprietary Document BUTANE/PROPANE USE ONLY 01.. EssL=nt laI Procv1ss EnginL-e=rinc;l i - bizzyBee System Configuration: Figure 52.1 shows the bizzybee BB-001 Extraction system with an added 5"cylinder(labeled 5)that may double as a separator or de-waxer depending on the needs of the user. 1 >, 5 4 3 2 1 A J Figure 52.1—System Front Elevation(shown with optional fifth Vessel) Each of the cylinders has a primary function which is identified as follows: 1. Solvent columns _ 2. Solvent column 3. Material column 4. De-waxing column 5. (Optional)—Separation or De-waxing column 1/20/2016 Project: 1.50217 bizzybee_BB-001 Closed Loop Extractor Page 52 of 57 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY 1 I V I E=5ser-�rl�i Process �ngineerir�r� a. Users may choose to run successive batches of product into the 5th column to concentrate oil until one kilogram of solution is available All columns are jacketed in a 6 inch outside dimension cooling/warming jacket and an inner 5 inch outside dimension inner vessel for process material. Cooling and heating ports by refrigerated Carbon dioxide and hot water respectively allow flow into the outside jacket. The inner process vessel is completely sealed and accessed only by means of a top/ bottom sanitary cap assembled using high pressure tri-clamps. Process Description: SOP Title Extraction Machine SOP Functional Area Processing Author Approver Revision# Effective Date 1.0 Purpose To provide information for the safe and optimal operation of a BizzyBee machine used in performance of BHO extraction. SOP Objectives To outline all information necessary to the operation of the BizzyBee machine, as well as some basic considerations. Required BizzyBee Extraction Machine, Gloves, Eye Protection, Lab Coat, Cannabis Plant Equipment Material, Pure Butane, HEPA filtration Vacuum, Mop, Digital Scale,Collection Pods, 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 53 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1 I I I I EsssL-ntic3I ProCE'SS 1=nr)ineE-rincj Main path procedure 1. Load material a. With the system at a 0 PSIG configuration, Open the top lid of column 3 and load with raw material (Marijuana Trim or other). b. Optional-place 3-4 wadded coffee filters at the bottom of column 3 to protect the metal filter. c. This column can accommodate up to 3.5-5 pounds of material depending on if it has been ground. d. Grinding material will increase capacity(and yield) by approximately 30% but may make darker colored extracts as a result. 2. Material should be loaded in 6" increments and packed tightly to establish even back-pressure and consistency. Unused headspace will not affect the extraction.The column can be partially filled as needed. 3. Ensure that each clamp section is clean and free of debris so as to not inhibit assembly of the gasket and lid. 4. Ensure gasket is clean and free of debris. a. If there is any debris present, clean with a dry paintbrush to remove all debris. b. Ethanol can also be used if any viscous material is present on gasket or beveled surface. 5. Ensure gasket, filter and cap are all seated correctly. 6. Assemble the lid section using the correct torque settings and a calibrated torque wrench. Ensure top lids are secure. Be sure to align cap so the pressure gauge is facing forward,allowing for the cap to rotate slightly during tightening of the column i 1/20/2016 Project: 150217 bizzybee`B13-001 Closed Loop Extractor Page 54 of 67 KD Doc. 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY I i � � i I I I Essentic3l P=L=ss Enc)lne-€-rinc3 Loading Solvent Columns 1. Visually inspect columns 1 and 2 to ensure that they are free of any material. 2. Visually inspect pressure gauges to ensure pressure is zero prior to removing any lids or ports. If pressure is present confirm all ball valves are closed at pressurized gas supply sections. Recover pressurized gas to bring the pressure to 0 PSIG. 3. Once system is clear and at 0 PSIG, evacuate all remaining air out of the system with a vacuum pump attached to bottom quick connect at each vessel. Bring each vessel to full vacuum of 28 to 29 inHg. 4. Apply warm water(less than 100 degrees Fahrenheit) where necessary to establish a pressure gradient to aid in transfer of liquefied petroleum gas through the system. Ensure you are using a rated solvent storage tank with a dip tube for liquid transfer. 5. Weigh the solvent storage tank before and during the transfer operation to measure the quantity of solvent transferred. a. The desired ratio to utilize is 3-5#of solvent per pound of material depending on solvent mix and temperature. 6. Attach tank to bottom or top of solvent columns and open valves between them.Solvent will flow from area of high to low pressure by means of the pressure gradient. a. If using warm vapor pressure assist—cold on column#2,warm on column#1(See Figure 13.1). 7. Add 15#of solvent mix split equally between columns 1 and 2. a. 70% nButane to 30%propane is the desired solvent ratio for standard operation. Other mixes will vary the soak times and pressures. Ensure your mixture has been filled at a certified filling location or supplier. 100%propane or 100%butane may also be used. I b. Solvent can load unevenly but the system provides a mechanism to self-level the columns by doing the following: L Connect bottom two quick connects with a hose and connect top two headspaces with a separate hose. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 55 of 67 KID Doc. 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY I I r � Esspntlal Process EngineE=rinq ii. Open the needle valve at top of column#2 to equalize pressure between the two columns, and then open valves at the bottom—gravitational force will equalize the liquid levels. iii. Close the bail valves at bottom once the system is leveled. 8. Measure the weight of the solvent tank after moving solvent to verify the amount of solvent distributed into columns 1 and 2. 9. Chilling the cold solvent column (2) a. Turn on the cold jacket on column 2. b. If using liquid CO2,then adjust using the regulating valve on backside of machine (refer to schematic drawing above at figure 14,1). c. A 180 liter refrigerated liquid dewar holding CO2 at 250-350 PSI will be used to supply the CO2. 3 d. The Pressure relief valve on column 2 will be set at 10 PSIG to ensure the cooling jacket operates at a safe pressure. 10. Make sure the regulating needle valve on the jacket of column#2 is closed initially.Open the supply valve on the liquid port of the CO2 dewar.Then gradually open the needle valve on the column jacket to control the flow of liquid CO2. a. Warning—ensure that other end of cold jacket is open and venting frequently to a controlled venting location outside the room. This port must not be obstructed or pressures in the jacket could build and damage the system. 11. Adjust the needle valve to allow a few intermittent bits of snow from the jacket in order to keep CO2 within the jacket. 12, Monitor the 10 PSI check valve. As it releases and dry snow in the air is apparent;turn off the CO2 intake valve and supply valve at the Dewar. 13. If using a chiller:turn on and set at-40 to -60 degrees to allow solvent to come to the desired temperature using the assembled temperature transducers. a. Temperature can read temp by using the thermocouple or by reading pressure gauges. b, When pressure reaches zero PSIG—the desired temperature has been reached 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 56 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY � � I i i Ess;ent lc3l Procc-ss �rlc�lne�r�rl��q 14. Using a sous-vide or a recirculating heater, run 80-100 degree Fahrenheit water through the column #1 jacket to warm the solvent. a. Pressure will increase to 50-150 PSI (depending on solvent mix). 1 15. Before running solvent, make sure the entire system is at a reduced pressure of-13 PSIG or 28 inHG to remove any residual atmospheric oxygen. 1 16. When ready to run solvent open the ball valve on the liquid port of column#2 which connects to the top of the material column.Very little solvent will come out since the pressure in the cold column is at near vacuum. 1 17. Next open the needle valve on column#2 to turn on the pressure-assist and transfer solvent. Opening this valve will equalize the head pressure between the warm and cold columns.This will I have two effects: a. The warm vapor will push the cold liquid up the dip tube and into the material column b. The liquid in column#1 will start to vaporize and then condense into column#2. 1 18. As the liquid in column#1 vaporizes it releases thermal energy and cools, causing a reduction in pressure.The warm water circulating through the jacket of column#1 will counteract this effect and maintain a head pressure of approximately 50 psi. 19. At the end of the entire run, all of the solvent from both columns#1 and#2 will have run through the material. i 1 � 1 i 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 57 of 67 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY 11 � 1 I &ssenflal Process EynglnePrinq Running the De-wax Column 1. Run solvent through the material column (#3) and into the dewax column (#4) by opening the ball valves between them. a. The user can observe the flow of solution through column 4's sight glass. 2. Solution will run through column 3 and then into column 4 over the course of approximately 3 minutes until nearly at sight glass level. a. If desired, the user can choose to stall the process by shutting off valve on column 4 for soaking. 3. Cool column 4 to draw solvent into it by using CO2 or a chiller until column is at-40 degrees Fahrenheit. 4. Hold at-40 Fahrenheit for 10-30 minutes. 5. Observe the solution through the lower sight window of column 4. The solution will become cloudy (like unfiltered apple juice). 6. Between -30 to-40 Fahrenheit,the cloudy material will begin to coagulate and clarify.This usually occurs between 15—30 minutes. 7. Once the solution is clear,the de-waxing process is complete and it is time to drain the de-wax column. Notes: • Temperatures of-40 Fahrenheit may precipitate cannabinoids and decrease yield in the de-wax column. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 58 of 67 KD Doc. 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY i ` �� ��� �� i C=s;sL-nfial ProcL-ss E=nglnee-rinq Draining the De-wax Column Once the desired level of precipitation is achieved it is time to drain the de-wax column via one of two options. Using Recovery Pods at the base of the system 1. Set up—prepare recovery pod (cold tank) and make sure it is connected to the separator pod via a hose to the quick connect at the top of the pod. 2. The separator pod should be held initially under vacuum. 3. Weigh the recovery pod 50#DOT rated or#50 bizzybee ASME designed stainless steel tank to ensure that the recovery pod is empty. 4. Set the recovery pod in a cooler or other insulated package packed with crushed dry ice or dry ice rice to maintain a reduced temperature. Cold Sink. 5. Repeatedly tap down the tank and cooler on the ground to ensure that dry ice is settled, and top off with fresh dry ice or dry ice rice as the old sublimes. 6. The recovery pod temperature should be at nearly 0 PSIG to -13 PSIG when fully cooled. 7. Open the valves at the bottom of the de-wax column and top of the separator pod. 8. The pressure gradient between the two vessels effectively causes the solvent in solution with the oil to vaporize and leave the solution as vapor. This vapor moves through the vessel from the higher temperature vessel to the lower temperature recovery pod or DOT vessel. As the vapor collects within the recovery pod it condenses and fills the vessel as Liquefied petroleum gas. The pod is weighed during this procedure to ensure a recovery of at least 99%solvent. Collection of Material (Oil) 1. Ensure the valves to the recovery pod and other vessels are closed. 2. Ensure all vessel pressures are at ambient pressure (0 PSIG) 3. Open the lower vessel lids at the material vessel to collect the extracted oils. Ensure all oils are collected in a sanitary container. Material may now be processed using vacuum ovens as described below 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 59 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY �1 I I I I I oloiw)` Essential Process Englneerinq Post Extraction by means of Vacuum Oven(Required Extraction Systems) 1 The Extracted substance will be of a consistency similar to "brownie mix"or another viscous type of consistency. The operator using sanitary tools, now scoops the extract into a sanitary container such as a bowl or other food grade container. This extract within the container is now moved to a second room or area for secondary processing(may be within same room as Primary Extractor). J The secondary processing consists of removing any remaining solvent saturated within the extract. Typically there can be up to 0.01 to 1 percent of solvent saturated within the extract. 'To remove this the operator utilizes laboratory grade vacuum oven. This secondary process may be performed in the 1 same area as extraction when the room is protected per NFPA 70 Article 500.7(K) or in a second room. The operator places the extract onto a sheet or pan and then loads this on a shelf within the vacuum oven. I t ii rq�'►'f ern..�M.7...'�, I � .J JFigure 60.1—Scientific Grade Vacuum Oven J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 60 of 67 JKD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I + I I I Essentl& Process Engineerinq r� ' •til .i .��r �"�l�fr� y dwllllllllr ial Figure 61.1—Vacuum Oven with Extract, Extract has been evacuated of residual solvent �, ] ril• i -i'' ;lrni"i.1(iat", 1s' >,s.'ti"o/\+ `1'y}."iii'1 d!:k`;tit 1,W1' lest ip-h (,w :un 12D,/;''0 MT-1 t t {'P'E5`liD4i 4^4`f 1C11,.ui.c�1'' Figure 61.2-Vacuum Oven Parameters for the Cascadetek TVO-2 (Figure 60.1) 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 61 of 67 `� KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1 i 1 EssPnflal ProcQSs E=nglnw-L-rinq CONTROLB. SYMBOLS CONTROL�_IIIGH LIMIT POWER SWITCH-it independent down must 1 or AllowsVENFI heaters if oven temp exceeds position open, I oven to site pressure..Must be dosed under vacuum. CGA Sf'.,L13A, � { TES{ I a .... r,�a,.te ' I t 1VACUUM GAUGE- Displays vacuurn level in Ho(mercury). TEMP CONTROLLER Displays1 L 1 iet-point,and profile status. and allow vacuum pump to even.evacuate the Figure 62.1—Cascadetek Vacuum Oven Control Panel I With the extract loaded within the vacuum oven the operator now can choose settings according to the process. Settings include temperature (cannot exceed the equipment limit of 105 degrees F)and the pressure (cannot exceed a vacuum greater than 29 inHg). The operator may also time the process according to their manufacturing parameters. After the product has been within the vacuum oven for a known duration according to the process the operator turns the pressure back to ambient and reduces the temperature. Similar to baking a cake,the pan and extract may be hot and are allowed to cool prior to removing from the vacuum oven. The reason for using the vacuum oven is to vaporize the residual 0.01%to 1%solvent that may be present within the extract. Butane for example has a vaporization pressure of 30 psi which decreases - with reduced pressure and increased temperature. The utilization of the vacuum oven forces any saturated residual butane to move to the gas phase and be removed. The level of solvent that may be 1 within the extract at this time is negligble from a Lower Explosive Limit(LEL)standpoint. This concludes the process for using a Closed Loop Extractor. i _J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 62 of 67 ! KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY _J i _ I r �B E=s5e-ntlal Prol=c-ss Enginc-ering Code Path Analysis: l The following Codes/Standards have been evaluated during the review of the Closed-Loop Extractor and the Processing area/methods indicated. 314-55-104 WAC ---0 NFPA 30,2015 NFPA 54,2015 � Sections:4,1;4,2; NFPA 58, 2014 10 5.2;5.7-5,9;6.7; NFPA 497, 2012 Sections:5.2;5.3 6,18;6.20;7.3 NFPA 70 --- —) Article 500(b)(2) ASME BPVC VIII Division 1 Sections: UG; UW, UHA IBC 2012 Sections:306;307;414;415;508;Ch.7; Ch.9;Ch.10; IN1C 2012 Ch,34 I FC 2012 ----� i i � Chapter 4,Chapter 5 ----� Chapter 7,Chapter 50, Chapter 61 , INFPA 58-2014 4.1.1 Systems or Components assembled to make up systems shall be approved. Cylinders less than 120 gallons, Container Valves, connection manifold valve assemblies, regulators,and pressure relief valves. f 4.2.2 Odorization is not required as the R600/a is delivered from the manufacturer or distributor. The addition of Odorization damages the processed materials and shall increase the risk of the process by j requiring persons untrained in odorization to perform this task. Odorization is not required and is not to be performed by processors for the purpose of oil extraction by a Professional Grade Closed Loop 1 Extractor. A gas monitoring system is used to detect and monitor levels of the LP-Gas used. i 5.2.3.1 DOT and ASME Designed containers are used for the storage of Solvents. No other containers are used for this process. The Extraction equipment is designed to the rules of ASME BPVC VIII Division 1, and the Butane tank(container) is a DOT approved container with a 20 lb quantity of Butane (R600/a) 5.2.4.2 The Maximum Allowable Working Pressure (MAWP) has been calculated to the current ASME Boiler and Pressure Vessel Code VIII Division 1. The MAWP has been identified and listed within this report, The process pressure never exceeds the MAWP. _ i 5.2.8.1(A)The Solvent vessel is marked according to the section, "Flammable"and "Butane" 5.2.8.4 Warning Labels that contain unodorized LP-Gas products shall be marked "NOT ODORIZED", } Letter height 3/8", Border Width 1/16". The equipment and the room have the appropriate warning labels affixed. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 63 of 67 KD Doc, 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY � �� I I 1 EssPnfilal Proc:eass twnginL-earinc) 5.7.1 Materials. All processing equipment such as the recovery pump,valves,fittings, seals and extracting piping meet the compatibility requirements for this process and solvent. 5.7.2 Pressure Relief Devices. Pressure relief valves have been installed at each vessel that can be closed. There are three(3) pressure relief valves installed. 5.7.3 Overfilling Prevention Devices. The DOT certified container is never filled beyond it's original supplied capacity. Butane is recycled to its original container and weighed to determine the amount of Butane recovered, 5.7.6 Pressure Gauges. Compatible pressure gauges are installed. 5.7.7 Other Container Connections. The process requires bi-directional ball valves. 5.9.3 Pipe and Tubing. All piping and tubing have been sized and selected to meet the pressure requirements and compatibility requirements of this process and the chemical. 5.9.4 Fittings for Metallic Pipe and Tubing 6.7.2 Installation of Pressure Relief Devices(See 5.7.2, page 41 of code) 6.18.3 Compressor Installation (Refrigerant Recovery Pump) 6.20.3 Installation Requirements for Cylinders, Equipment, Piping and appliances in Buildings, Building Roofs,and Exterior Balconies 6.20.6 Buildings Housing Industrial Occupancies 7.3 Venting LP-Gas to Atmosphere has been evaluated. Only emergency venting would occur. NFPA 497 2012 This standard has been evaluated and listed on page 34 of this report. International Fire Code 2012 5003.9 General safety precautions. General precautions for the safe storage, handling or care of hazardous materials shall be in accordance with Sections 5003.9.1 through 5003.9.10, 5003.9.1 Personnel training and written procedures. Persons responsible for the operation of areas in which hazardous materials are stored, dispensed, handled or used shall be familiar with the chemical nature of the materials and the appropriate mitigating actions necessary in the event of fire, leak or spill. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 64 of 67 KD Doc. 150217ER Confidential- Proprietary Document BUTANE/PROPANE USE ONLY 1' Essenfic3l Process Englneerinc0 5003.9.1.1 Fire department liaison. Responsible persons shall be designated and trained to be liaison personnel to the fire department.These persons shall aid the fire department in preplanning emergency responses and identifying the locations where hazardous materials are located,and shall have access to Material Safety Data Sheets and be knowledgeable in the site's emergency response procedures. 5003.9.4 Electrical wiring and equipment. Electrical wiring and equipment shall be installed and maintained in accordance with NFPA 70, 5003.9.5 Static accumulation. When processes or conditions exist where a flammable mixture could be ignited by static electricity, means shall be provided to prevent the accumulation of a static charge. Floors are Anti-Static. Operators wear lab coats and gloves. The floor is a non-static floor. Process does not involve repeated motion of hoses which reduce risk of static accumulation. 5005.2.2 Closed systems. Use of hazardous materials in closed containers or systems shall be in accordance with Sections 5005.2.2.1 through 5005.2.2.4. 5005.2.2.1 Ventilation.Where closed systems are designed to be opened as part of normal operations, ventilation shall be provided in accordance with Section 5005.2.1.1. NFPA 70—National Electrical Code Article 500 Hazardous(Classified) Locations, Classes I, II, and III, Divisions 1 and 2 Article 500.5(2)(1)Class 1, Divison 2 location—Protection Technique K is to be used to allow for normal wiring and remove requirement for Explosion Proof Devices. Article 500.7(K)Combustible Gas Detection System Protection method utilized in processing room. ASME BPVC VIII Division 1 Sections UG (General Requirements), UW(Requirements pertaining to methods of fabrication of pressure vessels),and UHA(Requirements for pressure vessels constructed of High Alloy steel). Used in the determination of the construction and performance of the Extractor. Appendices 1(Supplementary Design Formulas), 2 (Rules for bolted flange connections with ring type gaskets), 11 (Capacity conversions for safety valves),24 (Design rules for clamp connections). Used to calculate the performance requirements for the Pressure relief valves, and sanitary tri-clamps. 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 65 of 67 KD Doc. 150217ER Confidential - Proprietary Document BUTANE/PROPANE USE ONLY T I I Es��ntldl PrOCE+SS C=nc)InL-L-rInc) Certificate of Compliance: The Professional Closed-Loop Extractor has been reviewed by a Essential Process Engineering and meets all the requirements established by 314-55-104 WAC and WAC 51.-54A-3800 for a Professional 1 Grade Closed Loop Extractor as noted within this report. Applies only to bizzybee Extractors BB-001 Model manufactured by bizzybee Extractors Seattle,Washington. Each manufactured unit shall include an individual Certificate of Conformance issued by Essential Process Engineering. The following Codes.Standards and rules have been evaluated: Title 296 WAC WAC 51-54A-3800 International Building Code 2012 International Mechanical Code 2012 1 International Fire Code 2012 NFPA 58-2014 Liquefied Petroleum Gas Code NFPA 497-2012 Recommended Practice for the Classification of Flammable Liquids, Gases,or Vapors and of Hazardous (Classified) Locations for Electrical Installations in Chemical Process Areas NFPA 70-2014 National Electrical Code ASME BPVC VIII Division 1-2013 1 Certification based on Engineering Report KD150703ER(Pages 1—65) A. WASy7�C 1 Report KD150703ER Checked By: II � l Brian A. Kester, PE 53341 w� 1 425-814-5361 brian@kirklandd R�GIS ynamics.com S S���NA�-��G License Number: 53341 Registered Engineer: o J O �p� Thomas J. Olson,Jr PE Q 425-814-5389 f tom@essrnrocess.com O` License Number: 48961 q8 96. 0��"BR6D Nit 131V/70 1/20/2016 Project: 1.50217 bizzybee_BB-001 Closed Loop Extractor Page 66 of 67 1 KD Doc. 150217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY �i �� or F-:sseni lal Process E=nginewinq 1 1 _1 l Essential Process Engineering 1 www.esspi�ocess.com 111 11731120t"Avenue NE,Suite 8 I Kirkland,WA, 98034 _1 _1 J J J J J 1/20/2016 Project: 150217 bizzybee_BB-001 Closed Loop Extractor Page 67 of 67 JKD Doc. 1S0217ER Confidential-Proprietary Document BUTANE/PROPANE USE ONLY I I I G ARR/SOiv ENG/NEER/NG 1997 Park Lane,Burlington,WA 98233 • Ph(360)707-5656 Fax(360)707.5858 • www.gecorp.net DOCUMENT TRANSMITTAL TO: City of Arlington DATE: 2/21/2017 GEC Job # 16031 WE TRANSMIT HEREWITH THE FOLLOWING: Shop Drawings _ Calculations Plans _ Submittals Specifications XX Reports Prints _ Samples Other document _ As-Builts COPIES DESCRIPTION Project report for Extraction Room 2 3 Plans for Extraction Room IF ITEMS RECEIVED ARE NOT AS LISTED ABOVE KINDLY NOTIFY US AT ONCE. THESE ARE TRANSMITTED AS CHECKED BELOW: XX For approval _ Approved as submitted _ Resubmit copies for approval For your use _ Approved as noted _ Submit copies for distribution As requested _ Return for corrections _ Return corrected prints For review&comment REMARKS: If you have any questions, please feel free to contact me at your convenience Carl Garris cc For GEC Received for Addressee Received c:\\TRNSMIT1.XLS q Iq �� r� i � ,r Review Date Type Description Target Completed -• Date .. - TO Status - �/21/2017 Commercial xtraction Room Review /28/2017 evn n Review f.I. lander 7/21/2016 T.�mmerciat eview red-lined drawings. /28/2016 /3/2016 evin pproved with lander onditions 4/15/2016 T o mmercial o comments,LT !22/2016 /18/2016 a Admin ;omplete 4/15/2016 ommercial here has been no utility easement for the water main recorded for /22/2016 a Wat- n Review I. his ro ert .GS Fees Fee Description • - Amount Building Permit Fee 322.10.00.00 $8 833.19 Building Permit Fee 322,10.00.00 $1 562.90 Building Plan Review Fee 345.83.00.00 $1,015.891 Rijildino Plan Review Fee 345.83.00_00 $6 -- Total $17,50845 Payments Date Paid By Amount Description Payment Type Accepted By 8/4/2016 j2homas Lee $2 578.79"0727518 5/12/2016 Alaska LLC $14 929.66 heck#1251 Cristin Foster Total1: 45 Amount • 1 11 Notes Date Note 2/21/2017 Received Extraction Room plans and technical report-Ip 8/9/2016 Emailed Martin placard information.KF 8/4/2016 Emailed Martin at Pennon that the revised plans are ready to be picked up.KF 8/4/2016 Revised plans and Structural Calculations that were received on 7/21/2016 review is complete as of 813/2016.KF 7/22/2016 Emailed Martin for second set of revised plans.KF 7/21/2016 Received revised plans and structural calculations.KF 4/15/2016 Plans are available for view in the CED review room. Uploaded Files Upload File D- Uploaded 11/14/2016 9:57:59 AM . 74 Generator Pad Compressive S r n th Test 10-25-2016.odf oster,Kristin 10/31/2016 4:49:21 PM 74 CO2 Pad Com r ssive Strength Test 10-27-16.pof Oster Kristin 10/4/2016 3:14:12 PM 74 C 2 Pad Inspection - -1 df Oster Kristin 9/8/2016 8:27:03 AM 74 Compressive S en h Test 8- - df Oster,Kristin 8/4/2016 8:44:52 AM J74 -21- Structural I df Oster Kristin 8/2/2016 4:40:11 PM 4 m ess ve Strength-Test 6-1 -1 f Oster Kristin 8/2/2016 4:40:10 PM 74 Compressive Strength 7-11-16. df Oster Kristin 8/2/2016 4:40:10 PM 74 Footing Ins ection. df Oster Kristin 8/2/2016 4:40:10 PM 74 To in Slab. df Oster,Kristin 8/2/2016 4:40:10 PM 74 Concrete Slab. df Oster. Kristin 5/12/2016 10:59:30 AM 74 P rmit. Oster Kristin 4/15/2016 3:06:11 PM BLD 97 A df Oster Kristin 4/15/2016 3:06:11 PM LD 974 RE f Oster,Kristin - C'Hiet g 13o�C-tJ- 3Go- �31 - 2BZ 'I Permit Informatinn Date 4/15/2016 Permit Number 974 Project Name Rolling Farms Applicant Name SynThesis PLLC Applicant Address 12503 Bel-Red Rd,Suite 101 City, State, Zip Bellevue,WA 98005 Contact Randy Brown Phone 425-646-1818 Email randy.brown@synthesispllc.com Permit Type Commercial Alteration Site Address 18520 67th Ave NE Valuation 1200000.00 Status Issued Permit Issued 4/25/2016 Permit Expires 10/24/2016 Square Feet 68211 Type of Construction/Occupancy Load III-B Number of Stories 2 Proposed Use 1301 sf addition to 66,910 sf.Tenant improvement for agricultural grow facility Assigned To Kristin Foster Parcel#:31052200100200 ARLINGTON VENTURES LLC ARLINGTON VENTURES LLC 10510 NORTHUP WAY STE 210 18520 67TH AVE NE KIRKLAND,WA 98033 Contractors Contractor Name Primary • •ne Email Contractor ENNON CONSTRUCTION 06-418-0235 1 rMTRUTT-M ILabor&Industries VENNOCC01303 Inspection Date •- Descriptlon Date Date To 2/17/2017 ommericial pproved TCO except for rooms 127 thru 133.Owner to contact us for 2/17/2017 0:00 /17/2017 Rick oved emainder of structure for CO. Karns ,PPr " 11/18/2016 nspection Ceiling grid main hallway&west room to exit complete. 11/17/16 KO. )0:0011/17/2016 Kevin 4pproved Dlander 10/20/2016 nspection Stair well enclosure framing and sprinklers OK to cover 10/20/16 KO. 0:0010/20/2016 Kevin Approved Dlander 10/20/2016 Inspection Extraction room 1st layer sheetrock approved 10/20/16 KO. 0:0010/20/2016 <evin pprovsd Dander 3/2/2016 Inspection (Downspout drains approved.KO. )0:00 /2/2016 <evin gpproved Dlander 3/3/2016 C ommericiall fkpproved ❑❑❑ I c O Qo 0 YSJWQ IJ gN I m RFOF r..JNJ2 OWI/ Ov pryQ r d N NfA SON K U d'2iti pWNR'Ndr Qi NN I c Wm.=N. 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Pali -i co S z Z H Lj 0 < f7 if] r W U L b000 SS]OOV u j r MAN00 N]d0 N a [8O'04 OlS N "� zz U [00 t] ZO l o} [00'bl] 9S£ oQ� �Woz [00'6L] Ceti Qa:2 U 0 [00-92] S96 z �=>o zzm wz`-' x ram S 0 zQQ o O J W Ow w ar 0 ir r u 0 u \ � ( .{\ : O bEed R7 §// ; n % �(} e 3=261 19! o ! p \ »�` - m PD§ S ® EI§m t((\� \ ` ---- o a ,,, / \ )} A \ ;(E! ° e oI C,4 ƒ / ° as N d�I - © S � �2k < \ � \ k / < :� ay2 » �—T - »■:& . \ % §& Of }} �wyj f� \\\/ �} IN \\\� \d- 2 52� I 33 $B 000 (ao0 a KB\ kae a .. , § c6 c, RER] « �z ° \z& Ry�d »g / \ G \y§ R»d � ® :� \\( & RtLg mgL ® § aw Ezod g/-z RE3] GgL- « } . STRUCTURAL DESIGN CALCULATIONS FOR Smokey Point Productions Tenant Improvements Located at: 18520 6711'Avenue X.E. Arlington, Washington Date: April 21,2016 Prepared for: SynThesis PLLC 12503 Bel-Red Road, Suite 101 Bellevue, WA 98005 S Prepared by: POE Engineering, Inc. & STRUCTURAL ENGINEERING/CONSULTINGOFFICE CO H- L 1314 8 th Street NE, Suite 201 Auburn, Washington 98002 (253) 833-4052/fax(253) 833-4053 CITY OF ARLINGTON SWIMING DEPARTMENT' I APPROVED JOB NO. 16-007 DAM4 �.1gL. Received NOC"ANGUAMORM WtLESS APPROVED 13Y THE JUL 21 2016 BUILDING INSPECTOR rAWATPAOM ONKLAW a3VOA,qqA AHT Ve devow"Awor ota"i VIOT03UN OHM" POE Engineering, Inc. JOB-- Civil & Structural Engineering/Consulting 1 OF 1314 8th Street NE, Suite 201 SHEET NO.. Auburn, WA 98002 CALCULATED BY_ �� r' — DATE (253) 833-4052 FAX (253) 833-4053 CHECKED BY_- -— _ DATE -- SCALE t� YL ti C- 3�0-C. =p f-44 P.A v�.T Vic: -t't t. *tA W,S. A M.11(40)I.tiiat3- v LVAO-)l-% '.`9'®• E.:7+. pry ati.nrv�7 C4; . to elf e g fe to (,,,%� �p S� � —iJ���" "�-�' �i S� l aid�'r�` � • \.� D PRODUCT207 I I l lr� I�.Vu a•.r��` Q..�c� A ',�t� >v ett+.� Q � ! �-,� ?� foo �'° $y�.P�► w-� - �'� C� UCH' ..'. � i.Zl �x� � 1't ' CHAPTER 28 )X9ND LOADS ON BUILDINGS MWFRS (ENVELOPE PROCEDURE) Main Wind Force Resisting System-Method 2 h-<60 ft. Figure 28.6-1(cont'd) Design Wind Pressures Enclosed Buildings Walls & Roofs a Simplified Design Wind Pressure ,p330 (psf) (Exposure Bath=30 ft. with t=9.0) 1 t m Zones N Basic Wind Roof Speed Angle Horizontal Pressures Vertical Pressures Overhangs (mph) (degrees) o A B G D E F G H EoH GoH ...- 0 to 5° 1 19 2 -10:0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 16.0 -10.8 -32.3 -26.3 15, 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 0 20' 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 0 25' 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -1.7-0 2 __ -__ �_ -4.1 -7.9 -1.1 -5.1 ------ i 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13 1 0.6 -11.3 -7.6 -8.7 2 216 14.8 17.2 11.8 8.3 6.5 7.2 -4.6 -7.6 -8.7 0 to 51 1 21.0 -10.9 13.9 1 -6.5 -25.2 -14.3 -17.5 -11.1 -35.3 -27.6 s 10° 1 23.7 -9.8 15.7 -5.7 -252 -15.4 -17.5 -11.8 -35.3 -27.6 IF 1 26.3 -8.7 17,5 -5.0 -25.2 1 -16.5 -175 1 -12.6 -35.3 -27.6 6 115 20' 1 29.0 -7.7 19.4 -4.2 -25.2 -17.5 -17.5 13.3 -2U -16.5 t 25° 1 26.3 42 19.1 4.3 -11.7 -15,9 -8.5 -12.8 -2L8 18.5 2 -- -- -4.4 -8.7 -1.2 -5.6 ----- 30 to 45 1 236 1&1 18.8 12.9 1.8 -14.3 0.6 -12.3 -8.3 -9.5 2 23.6 16.1 18.8 12.9 9.1 -7.1 7.9 -5 0 -8.3 -9.5 n 0 to 51 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 .38.4 -30A 10- 1 25.8 -107 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 I T 1 28.7 -9.5 19,1 -5.4 -27.4 .17.9 13.7 38.4 30.1 20` 1 31.6 -6.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 38,4 30.1 120 25- 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -202 �. �_ �_ -4.8 -9.4 -1.3 -6.0 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9 0 -10-3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 1 -9.0 -10.3 0 to 5° 1 26.8 -13.9 17.8 -8.2 -32.2 -18.3 1 -22.4 -14.2 -45.1 -35.3 t 10" 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -353 15, 1 33,7 -112 244 .6.4 -32.2 -21.0 22.4 -16.1 :5.1 3- .3 + 20' 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 ,�30 25° 1 33.6 5A 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 2 -- ------- ---- ---- -5.7 -11.1 -1.5 -7.1 - 30 to 45 1 30.1 20.6 24,0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 f 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6A -10.6 .12.1 0 to 5' 1 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 10` 1 35.1 -14.5 23.3 -8.5 -37.3 -22.6 -26.0 -17.6 52.3 40.9 06, 15` 1 39.0 -12.9 26.0 -7.4 -37.3 -24.4 -26.0 -18.6 -52.3 -40.9 ,140 20' 1 430 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 25. 1 39.0 6.3 28.2 64 -17.3 -23.6 -12.5 -19.0 -32.3 -27.5 2 - _ -6.6 -12.8 -1.8 -8.2 30 to 45 1 35.0 23.9 27.8 19.1 2.7 -21.2 0.9 -18.2 -12.3 -14.0 2 35.0 23.9 27.8 19.1 13.4 -10-5 1 11.7 -7.5 -12.3 -14.0 0 t0 5` 1 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 10` 1 40.2 -16.7 26.8 -9.7 42.9 -26.2 -29,8 -20.1 -60.0 -47.0 15, 1 44.6 -14,9 29.8 -8.5 -42.9 -28.0 -29.8 -21.4 -60.0 -47-0 50 20° 1 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 25' 1 44.8 72 32.4 7.4 -19.9 -27.1 -14.4 -21.8 -37.0 -31.6 30 to 45 1 40.1 27.4 31.9 22.0 3.1 -24.4 1.0 20.9 -14.1 •16.1 2 40.1 27.4 31.9 22.0 15.4 -12.0 13.4 -8.6 -14.1 -16.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 304 1 I CHAPTER 30 WIND LOADS-COMPONENTS AND CLADDING h<60ft. Figure 30.5-1(conl'd) Design Wind Pressures galls &Roofs Enclosed Buildin;s Net Design Wind Pressure, pn03D (psfl (Exposure B at h=30 ft.) zone Ette`C -L Basic Wind Speed V(mph) wind area l�l 110 115 120 130 140 150 160 180 200 1 10 8..9 r -21,8 9.7 -23.8 •10 5 25-9 12;4 30.4 10 -35.3 16,5 �10.5 19.7 46.1 237 58 3 27.3 -70.1 1 20 '�8r3 -21.2 9.1-` -23.2 ''99 -25.2 11.GI, -296 13A -34A +:'15A. -39A 17.6 A4.9 222 56.8 27.4 -7D.1 m 1 50 -7.6 -20.5 .8,3' -224 ;50 -24.4 10.6; 2&6 12;3; 332.14.1'- -3B.1 16.0 A3.3 20.3 .64.8 25.0 -67.7 m v 0 1 100 7J -19.9 73' -21.6 ^$:3`S 23.7 9:S" -278 11:4 -323 13O;.I-37.0 ',_10.$ -021 1&8 S33 23.2 •65.9 2 1D 89` -36.5 -93-: -399 ;10;5 -03.5 t2A -51.0 143'*-44 5 -67.9 18.7 -77-3 23.7 -97.8 29.3 -120.7 _ 0 2 20 M, -326 '91. -35.7 "413 36,B '1i.6' A5.6 13:4, 4 60.7 17.6 fa9.0 222 57.4 27.4 •107.9 c 2 50 7.6_ -27.5 10 -30.1 -90.I 32.7 10.6, 38-4 1'L3' 1; -51.1 16.0 58.2 20.3 73.6 25,0 -90.9 °0 2 100 -7t0,! -23.6 7:7�� -.2a8 ,'831- -28.1 '9.8` 33.0 91A; t)-% -039 1a.8:. 5U.0 1&8 532 23.2 -78.13 1D 8:9 -55.0 9.7. -60.1 10. 65.4 .124= -76.8 -14:3- .102.2 18.7 -116.3 23.7 -147.2 29.3 -181.7 3 20 93 -45.5 .91"i A9.8 7AQz.t -64.2 11,6,' -63.6 *1&4' .4- -84.7 17.6 -96.3 22.2 -121.9 27.4 -150.5 3 50 7,6' -33.1 $3 d 6.1 '9;0 S 39.3 10.8: 46.2 :12,3-: -53.5 1d:1 -61.5 16.0 69.9 20.3 88.5 250 -109.3 3 100 7.0, -23.6 :7{'_;; -25.8 .8:3:, 281 :SS 33.0 .-11p -38.2 :•.13JD -43.9 `1AA, 50.0 16.8 532 23.2 -78.1 r 1 10 125'. -19.9 =-13.7> -21.8 44?9f 23.7 17.5 27.8 20.3 -32.3 23.3 -37.0 26.5 -42.1 33.6 53.3 41.5 -65.9 : 1 20 11:4'' -19.4 :123 -21.2 `13!6: -23.0 56.0 -27.0 18.5 -31.4 21.3 -36.0 24.2 �1.0 306 -51.9 37.8 -64.0 i m 1 50 QIV0 -18.6 ,445' -20-4 .A19` -222 '13:9 26.0 16.1 30.2 18.5 -34.6 21.1 39.4 26.7 A9.9 32.9 61,6 m m 1 100 18.9::; -18.1 9.7�: -19,8 '':it):5'. -21.5 -itZ4` 252 '14:3.1 -29.3 16.5 -33.6 18 7 -38.2 23.7 -08.4 29.3 -59.8 w 2 10 42.51 -34.7 -AV t -37._9 :14a; -41.3 17.5 .48.4 20.3 5&2 233 -64.5 26.5 -734 33.6 -92.9 41.5 -114.6 c 2 2D 114'' -31.9 :f75; -34.9 136` 38.0 16,0 44.6 18.5 213 -593 24.2 67.5 30.8 55.4 37.6 -1655 n 2 *1-0 -28.2 >10.9 -3D.9 119'; 33,6 AID 39.4 161 •45.7 1&5 -52.5 21.1 59.7 26.7 75.6 32,9 -93.3 2 -255 :`ST`t -27-8 i05-. 30.3 TZ . 1-6' 41.2 16.5 -47.31&7 53.9 23T 68.2 29.3 -84.2 3 -51.3 13.7r -56.0 14 aj £1.0 17.5 -71.6 20.3 -831 23.3 -95.4 2&5 -108.5 33.6 -1373 41:5 -1I9953 -47-9 125' -52.4 :13:6: 7.1 160 -67.0 1&5 -77.7 21.3 -892 24.2 -101A 30.6 -1284 37.8 AM53 -43.5 ;100� -47.6 --'14:9' -61.8 13:9-1 -60.8 16.1 -70.5 185 81.0 21.1 521 2b.7 -116.6 32.9. -143.9 3 -40,2 -'9:7s •44.0 -•10:5 -47.9 'U4,' 56.2 '1439 -65.1 16.5 -74.8 18.7 351 23.7 -107.7 29.3 -1329 1 10 19.9 1-21.8 21.8 -23.8 23-7 -25.9 27.6 30.4 323 -35.3 37A' •40.5 42.1 A6.1 53-3 15"8.3 659 -720 1 20 19.4 -20.7 212 -22.6 23.0 24.6 27.0 -2&9 314 -33.5 36.0 •38.4 41.0 113.7 :51.9 55,3 64.0 -68.3 m w 1 50 18.6 -19.2 2DA -21.0 22.2 -22.8 26.0 -26.8 302 -31.1 34.6 •35.7 39.4 -006 49.9 51.4 61.6 -634 1 100 18.1 -18.1 19.B -19.8 21.5 -21.5 25.2 252 29.3 -29-3 33.6 -n6 36.2 382 48.4 -48A a-8- 59.1 0 2 10 19.9 -25.5 21.8 •71.8 23.7 3D.3 27.8 -35.6 323 -41.2 37,0 -47.3 42.1 53.9 5a3 -68:2 65.9 -842 N 2 2 20 19A •24.3 21.2 -26.6 23.0 -29.0 27.0 34.0 31.4 -39.4 36.0 •45.3 4i.0 Si.5 51.9 -65.2 64A. -80.5 2 50 18.6 -229 20,4 -260 22.2 -27,2 26.0 32.0 30.2 -37.1 34.6 -42.5 39.4 -484 49.9 -61.3 61.6 -75.6 2 100 1&1 •21.8 19.B -23.8 215 •259 25.2 30.4 29.3 -35.3 33.6 -40.5 3&2 -0S.i 4&4 58.3 59.8 -7LO 0 3 10 19.9 -25.5 21.8 -27.8 23.7 30.3 27.8 35.6 32.3 -41.2 37A -47.3 421 53.9 533 682 65.9 84.2 3 20 19A .24.3 21.2 -26.6 23.0 -29.0 27.0 34.0 31A -39A 36.0 -45.3 41.0 51.5 51.9 �652 64.0 -80.5 !"- 3 50 18.6 -mg 2p,4 -25.0 22.2 7L2 26.0 320 302 -37.1 34.6 -42.5 394 -08.4 49.9 81.3 61.6 -75.6 20 3 100 18[22 1 -21-8 19-8 -23.8 21.5 25,9 2&2 30 4 29.3 -35.3 33-6 40.5 38.2 QG.1 45.4 53.3 72.0 -781 = 4 1023,6 23S -25.8 25-9 28.1 304 -33.0 35.3 -38.2 40.5 -439 46.1 50.0 58.3 -6 720 -781 4 2022.6 22.7 -24.7 24,7 -26.9 29.0 -31,6 3a7 •38.7 38.7 42.1 44.0 47.9 55.7 60.6 68-7 -74.8 4 5021.3 21.3 -23.3 23.2 25.4 2Z2 29,8 31,6 -34.6 36.2 -397 41.2 -05.1 522 57.1 64.4 •70.5 4 10020.4 202 -222 22.0 24.2 259 -26.4 30.0 -33.0 34.4 -37.8 39.2 131 49.6 54.5 612 -67,3 m 4 so19.1 17.7 -19.8 19.3 21.5 22.7 -25.2 26.3 -29.3 302 33.6 34.3 38.2 43.5 -0&4 53.7 -59.8 "tr 5 10 -29.1 23.8 -31,9 259 34.7 30N12 4 .40.7 35.3 -47.2 40A -54.2 4&1 -61.7 58.3 7&0 72.0 •96.3 5 20 •27.2 22.7 -29.7 24,7 32.4 -44.0 38.7 -50.5 44.0 -57.5 55.7 -72.8 68,7 -89.9 50 -24.6 21.3 -26,9 23.2 -29.3 -39.8 36.2 AS.7 41.2 -52.0522 E5.8 64.4 -81.3 100 -226 202 -24.7 22.0 26.9 •30.7 34.4 -42.1 39.2 A7.9 49.6 -60.6 61- .74.6 5oD -18.1 17.7 .19.8 19.3 -21.5 -29.3 302 -n6 34.3 3e.2 4M -48.4 53.7 -59.8 Note:For effeobve areas between the those giver.above the load may be interpolated,otherwise use the load associated with the lower effective area. i F� Ttic fine! alue innludig^3!!rncrrrlt+gd reductions used in the rdocion shll po!be legs than that rgnUired-hy Saction 30.2.2_ - Unit Conversions-1.0 ft=0.3048 m; 1.0 sf=0.0929 m=; 1.0 PSf=0.0479 kNlmz 346 Smokey Point Date and Time: 4/19/201 b 10:13:32 AM � MCE Ground Motion - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 Period MCE Sa (sec) (%g) 0.2 110.1 MCE Value of Ss, Site Class B 1.0 030.9 MCE Value of S1, Site Class B Spectral Parameters for Site Class D, 0.2 116.7 Sa = FaSs, Fa = 1.06 1.0 055.1 Sa = FvS1, Fv = 1.78 Spectrum for Site Class D 59S �'l3 t • < <`�� Period MCE Sa (sec) (%g) O 0.000 046.7 T= 0.0, Sa = 0.4FaSs 0.094 116.7 T =To, Sa = FaSs S A `-r c7 . $o o r 0.200 116.7 T = 0.2, Sa = FaSs 0.472 116.7 T = Ts, Sa = FaSs 0.500 110.1 ` J 0.600 091.8 0.700 078.7 v 3 0.800 068.8 0.900 061.2 S P`1 CD �- 1.000 055.1 T = 1.0, Sa = FvS1 1.100 050.1 1.200 045.9 1.300 042.4 1.400 039.3 1.500 036.7 1.600 034.4 1.700 032.4 1.800 030.6 1.900 029.0 2.000 027.5 POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 SHEET NO. of / Auburn, WA 98002 CALCULATED BY AFP DATE .,c," (253) 833-4052 FAX (253) 833.4053 CHECKED BY DATE SCALE 100, b-r'�.. t v L- 3 5 ra ► 3 7 7 000 L.T 9F) rs 2, l.v . i P C �l�c.. • f,cx:;, `1j . 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Boa Civil & Structural Engineering/Consulting SHEET No. ! of 1314 8th Street NE, Suite 201 > Auburn, WA 98002 CALCULATED BY - DATE (253) 833.4052 FAX (253) 833-4053 CHECKED BY DATE SCALE i c 1`- ', \ \a�!►u.�s� S1-..►ram .�r7 �l e7 ptol� G tG v(� V-0 v ; �Ck /p A?w <1 114,1- f ��q•�l "1 a . n vanniir.T�7 POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. kZ OF 1314 8th Street NE, Suite 201 Auburn, WA 98002 CALCULATED BY DATE At ` (253) 833-4052 FAX (253) 833-4053 CHECKED BY DATE SCALE fo ri fpf= , t i rrer Lit rrf :-C' J c l 1v PFru � 1L•S' lt�of~z of I. DAMNIFY MY it POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. OF 1314 8th Street NE, Suite 201 ) f / Auburn, WA 98002 CALCULATED BY DATE (253) 833-4052 FAX (253) 833-4053 CHECKED BY DATE SCALE (&jr 4C' 1 P�' r l CD pIrf- ''` l 3 9 `{'. L F-rc, tar'- —LISL) .a 3 S' ��� �, ,,,5� 16,416 t, L n vannimgm TICE COPY Closed Loop Extraction Room Requirements 1. 1 Hour Rated Room/per GM or UL-5/8 Type X Sheetrock both sides 2. 45 Minute Rated Door/Labeled Rating on Door and Jamb 3. Explosion Proof Lights&Outlets—Class I, Division II 4. Outlets GFI Protected 5. Gas Detector or Integrated Light& Fan Switch 6. Makeup and exhaust air per size of room—continuous operation during extraction process 7. Notice from State of Washington LCB for Extraction Permit 8. No unrated wall penetrations(cords through wall) !$6. �1A1` F&�lj 8e33' l� Permit Information Date 4/15/2016 Permit Number 974 Project Name Smokey Point Productions Applicant Name SynThesis PLLC Applicant Address 12503 Bel-Red Rd,Suite 101 City,State,Zip Bellevue,WA 98005 Contact Randy Brown Phone 425-646-1818 Email randy.brown@synthesispllc.com Permit Type Commercial Alteration Site Address 18520 67th Ave NE Valuation 1.200000.00 Status Applied Permit Issued Permit Expires Square Feet 68211 Type of Construction/Occupancy Load III-B Number of Stories 2 Proposed Use 1301 sf addition to 66,910 sf.Tenant improvement for agricultural grow facility Assigned To Kristin Foster Property Information Owner Information Parcel#:31052200100200 ARLINGTON VENTURES LLC ARLINGTON VENTURES LLC 10510 NORTHUP WAY STE 210 18520 67TH AVE NE KIRKLAND,WA 98033 Contractors Contractor Name Ll Primary Contact Phone Email Contractor Type License License# PENNON CONSTRUCTION 206-418-0235 CONTRACTOR 1-abor&Industries JPENNOCC013Q3 Review Date Type Description Tar et Date Completed Date Assigned To Status /15/2016 ommercial T.I. 3/22/2016 Kevin Olander in Review /15/2016 Commercial T.I. /22/2016 PW Admin Rev In Review 1/15/2016 Commercial T.I. /22/2016 PW-Wat-Rev In Review Uploaded Files Upload File Date File 4/15/2016 3:06:11 PM BLD 974 Application.pdf 4/15/2016 3:06:11 PM 113LD 974 NREC. df COMMERCIAL REMODEL ' PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ® One(1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) ® One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Three(3)Architectural Drawings ® Three(2) Structural Drawings ® Three (2) Structural Calculations ❑ One(1) Project Specification Manuals (if applicable) ® One(1) NREC Code Compliance Forms ❑ One(1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. i,,eGeeVed A?RI5TO Page 1 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following International Codes 1 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3 2012 International Mechanical Code(IMC) 4. 2012 International Fuel Gas Code(IFGC) 5. 2012 International Fire Code(IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500psf unless a Geo-Technical Report is provided (IBC Table 1804 2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure Page 2 of 7 i COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403 3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ® SITE PLAN — REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements 3. Provide property legal description and show property lines. 4 Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer, gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. ® ARCHITECTURAL DRAWINGS 1. Cover Sheet a) Building Information 1 Specify model code information. 2 Construction Type. 3 Number of stories and total height in feet. 4 Building square footage(per floor and total) 5 IBC Occupancy Type(show all types by floor and total). 6 Mixed-use ratio(if applicable) 7 Occupant load calculation(show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4 Owner 5 Developer 6 Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale Details a minimum %,inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms, walls and shafts h) Note the uses in the adjacent tenant spaces, if applicable. Page 3 of 7 i i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,ect. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum'/,inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ® WASHINGTON STATE ENERGY CODE 1. Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. ❑ OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington Page 4 of 7 ' COMMERCIAL REMODEL PERMIT APPLICATION _ Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403 3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced arlingtonwa.goy Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Page 5 of 7 r. I 1 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403 3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, THREE(3)SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel M Commercial Addition M Tenant Improvement Project Address: 18520 67th Ave NE, Arlington, WA- 98223 Parcel ID#: 31052200100200 1,301 SF addition to 66,910 SF tenant im rovement SEC22TVVPSIRGEOSRT-tA-)ALLTMPTovLE S Project Description: p Legal Description: NEl/4 LYEOFNP RNV LESSSeao FT THOFBLESS CO RD Project Valuation: $17200,000.00 Owner: Phone Number: Address: City: State: Zip Code: Contact Person: SynThesis PLLC (Randy Brown) Phone Number: (425)646-1818 Cell Phone: E-mail: randy.brown@synthesispllc.com Address: 12503 Bel-Red Rd, Suite 101 City: Bellevue State: WA Zip Code: 98005 Contractor: Pennon Construction Phone Number: (206)418-0235 Address: 5303 1st Ave S, Suite 100 City: Seattle State: WA Zip Code: 98108 Contractor's License Number: PENNOCC013Q3 Expiration: 06/03/2016 Plumbing Contractor: TBD Phone Number: Address. City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Page 6 of 7 S�� ,, n ' COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone (360)403 3 Project Name/Tenant Smokey Point Productions Site Address 18520 67th Ave NE,Arlington,WA-98223 Bldg/Unit/Suite IBC Construction Type III-B IBC Occupancy Type B/U Description of Use Agricultural grow facility with small office accessory Building Square Footage 68,211 SF Number of Stories 1 @ addition; 1 plus mezzanine existing Square Footage Per Floor 1st floor: 1,301 SF addition to 66,000 SF existing. Mezzanine: 910 SF existing Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems 54 Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Under separate permit Installation,changes,modifications or removal of any of the above may require additional submittals, info ation,or permits during the plan review or construction process. I hereby rt' th the above information is correct and that the construction on, and the occupancy and the use of the above- describe p perty ill be in accordance with the laws, rules and regulation of the State of Washington. A plicants S nature Randy rown Print Applicants Name Date FOR STAFF USE ONLY Received Permit AQWted By Amount Received Receipt# Date Pgtj Page 7 of 7 ' r '�f �' 'K.. Y �\ 1! � A 1 1 Interior • • Summary LTG-SUM , 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address Smokey Point Productions Date 4/12/2016 Compliance 18520 67th Ave NE For Building Department Use forms do not require a Arlington, NA 98223 password to Applicant Name: synThesis PLLC (Rand, groom) use. Instructional and Applicant Addre calculating cells SS: 12503 Bel-Red Road, suite 101, Bellevue, WA - 9e005 are write- Applicant Phone: (425) 646-1818 [Proje-aDescription O New Building m Addition m Alteration Q Plans Included Lighting Compliance Path Lighting Power Density Calculations Q Total Building Performance (If Total Building Performance then only LGT-CHKis Lighting Power Allowance 0 Building Area Method Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 &C101.4.4) m Addition area or Change of Space Use area complies with all applicable provisions as stand alone project o Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting voltage ofAddition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs (C101.4.3.1) Q 6o%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing) lighting wattage in Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. Q Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table Document proposed(including existing)lighting wattage in the Proposed Wattage table. 0 Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 Q New or moved lighting panel Provide all applicable lighting controls as noted for NewWiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. 0 Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for NewWlring and commissioning of lighting controls per C405.13. Q No changes are being made to the interior lighting and space use not changed Received APR 15 2016 — ro�-t-v 4NOW-aww" Interior • • Space-By-Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address Smokey Point Productions Date 4/12/2016 Lighting Alterations,Renovations &Building Additions For Building Department Use O Less than 60% O 60%or more O Stand alone Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing b/dg lighting to demonstrate compliance. Refer to C101.4.3. b For retrofits and building additions,provide Space Types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Space Types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d.If less than 60%of existing fixtures will be replaced,provide total existing lighting wattage (prior to retrofit)in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location(plan#, Aiiowed Gross Interior Watts Allowed room#) Space Type" Watts per ft2 Area in ft2 (watts/ft2 x area) 102;107 Corridorttransition 0.66 8172 5394 103;104;106;106 Restroom 0.98 1075 1054 Atrium"" Enter Height: Existing Lighting Enter Exist Watts: Retail Display Allowance from LTG-INT-DISPLAY " Select Table C405 5.2(2)category from drop down menu. Area Allowed Watts " For atriums,indicate height.Allowed wattage for first 40 feet is 0.03 W/ft.ht., Total 9247 6447 above 40 feet is 0.02 Wfft.ht. Proposed Lighting Wattage Location(plan#, Number of Watts/ Watts room#) Fixture Description""" Fixtures Fixture Proposed 103;104;106;106 2 Lamp recessed 8"diameter compact fluorescent 20 64 1280 103;104 1 lamp T6 Linear fluorescent strip 5 32 160 102;107 2 lamp recessed W fluorescent 63 73 4599 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattl 6039 Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1.Include ALL proposed lighting fixtures. 2.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information 3 For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.I For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,the wattage of current limiting devices of the transformer.For low voltage track lighting list the transformer rated wattage. 4 For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 5 Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. 6.If#NA appears in Retail Display cells,information on L TG-INT-DISPLA Y is incomplete. Interior Lighting Power Allowance COMPLIE �� :t ' ... NEW SINGLE FAMILY RESIDENCE 7 ->1 BUILDING PERMIT APPLICATION RtIN Goo Department of Community Development City of Arlington• 238 N Olympic Ave. -Arlington,WA 98223 - Phone (360)403 3431 - FAX(360)403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwelling unit Residence #X Multiplier Fixtures Units Bar Sink _ X 1.0 = Bathtub or Combination Bath/Shower X 4.0 = g p Clotheswasher X 4.0 = Dishwasher X 1.5 = �I S Hose Bibb X 2.5 = ,- , O Kitchen Sink X 1.5 = Laundry Sink I X 2.0 = O Lavatory(Bathroom Sink) X 1.0 = , O Shower(Stand Alone) Each Head X 2.0 = 1 . 0 Water Closet(Toilet) 3 X 2.5 z . S Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater Other _ TOTAL Traps(other than above items) — FIXTURE FIXTURE UNITS: COLUMN I TOTALS: Estimated Project Valuation 6 G Sol . s� Building Square Footage 10, Cov(2f1gSe_ 1" Floor �3 2nd Floor 'b ` / 3rd Floor /V Po rc.k —7 ,7 BasementUA Deck S S Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 6 ! feet. C. Difference in elevation between meter and highest fixture: J feet above meter or feet below meter. D. Pressure in street main: 10 psi.(Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described pr rty will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date Print Applicants Name Permit#: 974 Permit Date: 04/15/16 Permit Type: COMMERCIAL ALTERATION Project Name: Rolling Farms Applicant Name: SynThesis PLLC Applicant Address: 12503 Bel-Red Rd, Suite 101 Applicant, City, State, Zip: Bellevue,WA 98005 Contact: Randy Brown Phone: 425-646-1818 Email: randy.brown@synthesispllc.com Scope of Work: 1301 sf addition to 66,910 sf. Tenant improvement for agricultural grow facility Valuation: 1200000.00 Square Feet: 68211 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/25/2016 Permit Expires: 10/24/2016 Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200100200 18520 67TH AVE NE ARLINGTON 349 Other Fabricated VENTURES LLC Metal Products NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PENNON 206-418-0235 14500 Greenwood CONSTRUCTION UBI 601-994-757 CONSTRUCTION Ave N Ste A CONTRACTOR PENNON 206-418-0235 14500 Greenwood CONSTRUCTION Labor& CONSTRUCTION Ave N Ste A CONTRACTOR Industries PENNOCC013Q3 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Approved TCO except for 02/17/2017 C20.BUILDING rooms 127 thru 133.Owner 02/17/2017 02/17/2017 z.Rick Karns Approved FINAL to contact us for remainder of structure for CO. Extraction room complete. 03/27/2017 C20.BUILDING Engineer of record approved 03/24/2017 BUILDING Approved FINAL by Christopher J.Baker, P.E.,LEED AR C20.BUILDING Ceiling grid main hallway& 11/18/2016 FINAL West room to exit complete. 11/17/2016 BUILDING Approved 11/17/16 KO. C20.BUILDING Stair well enclosure framing 10/20/2016 FINAL and sprinklers OK to cover 10/20/2016 BUILDING Approved 10/20/16 KO. C20.BUILDING Extraction room 1 st layer 10/20/2016 FINAL sheetrock approved 10/20/16 10/20/2016 BUILDING Approved KO. 09/02/2016 C20.BUILDING Downspout drains approved. 09/02/2016 BUILDING Approved FINAL KO. 08/03/2016 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/21/2016 COMMERCIAL Review red-lined drawings. BUILDING ALTERATION 04/15/2016 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION COMMERCIAL There has been no utility easement for the water main 04/15/2016 ALTERATION recorded for this property.GS PW-WAT-REV 02/21/2017 COMMERCIAL Extraction Room Review BUILDING ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $8,833.19 Building Plan Review Table 4-2 $6,096.47 Building Permit Table 4-1 $1,562.90 Building Plan Review Table 4-2 $1,015.89 Total $17,508.45 Attached Letters Date Letter Description 03/30/2017 Certificate of Occupancy IBC 2006 04/25/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/12/2016 Alaska LLC Check#1251 Kristin Foster $14,929.66 08/04/2016 Thomas Lee 60727518 cc $2,578.79 Outstanding Balance $0.00 Notes Date Note Created By: 02/21/2017 Received Extraction Room plans and technical report-1p Launa Black 08/09/2016 Emailed Martin placard information.KF Kristin Foster 08/04/2016 Revised plans and Structural Calculations that were received on 7/21/2016 review is complete Kristin Foster as of 8/3/2016.KF 08/04/2016 Emailed Martin at Pennon that the revised plans are ready to be picked up.KF Kristin Foster 07/22/2016 Emailed Martin for second set of revised plans.KF Kristin Foster 07/21/2016 Received revised plans and structural calculations.KF Kristin Foster 04/15/2016 Plans are available for view in the CED review room. Kristin Foster Uploaded Files Date File Name 03/30/2017 2188326-18520 67th Ave Rolling Farms Cert.of Occ.pdf 03/28/2017 2181687-974 Special Inspection Letter of Completion.pdf 11/14/2016 1947458-974 Generator Pad Compressive Strength Test 10-25-2016 pdf 10/31/2016 1922156-974 CO2 Pad Compressive Strength Test 10-27-16.pdf 10/04/2016 1875077-974 CO2 Pad Inspection 9-28-16.pdf 09/08/2016 1831891-974 Compressive Strength Test 8-1-16.pdf 08/04/2016 1769677-974 7-21-2016 Structural Calcs.pdf 08/02/2016 1765630-974 Compressive Strength Test 6-16-16.pdf 08/02/2016 1765626-974 Concrete Slab.pdf 08/02/2016 1765627-974 Topping Slab.pdf 08/02/2016 1765628-974 Footing Sub grade Inspection.pdf 08/02/2016 1765629-974 Compressive Strength 7-11-16.pdf 05/12/2016 1619692-974 Permit.pdf 04/15/2016 1569882-BLD 974 NREC.pdf 04/15/2016 1569883-BLD 974 Application.pdf Date: 04/24/2026 Permit#: 974 Permit Date: 04/15/2016 Review Date: 04/15/2016 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 04/22/2016 Scheduled Time: 00:00 Completed Date: Description: There has been no utility easement for the water main recorded for this property. GS Review Status: Assigned To: PW-WAT REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052200100200 ARLINGTON VENTURES LLC ARLINGTON VENTURES LLC 10510 NORTHUP WAY STE 210 18520 67TH AVE NE KIRKLAND,WA 98033 Zoning: 349 Other Fabricated Metal Products NECLot: Block: Cx7 y lz-. Ir Ir g Ca> a m o A g m g Mcs��svxati� � � US m m rc;i v c O g z z i� FF� z z �� i F c v f g z o O i g v An 2 AMO F o c - z p 91. g aoo N ; A fl;jP zoz-'i ;CLOti O Z _ o� O i v� aF D g � F O m A n F A A - m � � a m 0 m I I - " z � I A Aa gg A S S 2a g - - i � I I i � I � � � � I I o� z - A n r ' i m �s A o - IT S 0 0 z C_ _ - O C _ A; 0 PM g8z F Fes ; `� s m c v m m v m ® -0 --0 -0 CJ -0 -0 D XN XH D H h k $ d II IF By CHD Ru g,g s N x Zl X g o o®®® a- v cl IiIIIIP S < pEl N A =A wA om o ono ;F A oCNN Q A iA ?o D qVi MSE 6�oM ;lei z �m sio mg m ga m m m-Ni rno z $gymA g�g ms _ yo �$ c 9gm s m c dBOA F o p zo�g 52? 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