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APPROVED BLN PLN FIR BLD2021-1342+Mechanical_Plan+9.29.2021_12.00.34_PM+2435243GENERAL NOTES REFERENCE SYMBOLS PROJECT TEAM MATERIAL SYMBOLS LIST OF DRAWINGS HALLER ARCHITECTS LLC DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. MASONRY, F.O. SHEATHING, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FRAMING (WOOD & METAL), UNO. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, T.O. STEEL, UNO. 4. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IN REQUIRED. ABBREVIATION LIST NOTE: THE STANDARD LIST BELOW INCLUDES ITEMS THAT MAY NOT OCCUR IN THIS PROJECT ABV ABOVE ACP ALUMINUM COMPOSITE PANEL AFF ABOVE FINISH FLOOR AC TILE ACOUSTICAL TILE AL ALUMINUM ARCH ARCHITECTURAL AVG AVERAGE BLKG BLOCKING BR BRICK, BACKER ROD BOL BOLLARD BTTM BOTTOM BV BRICK VENEER CPT CARPET CLG CEILING CEM CEMENT CL CENTER LINE C TO C CENTER TO CENTER C.T. CERAMIC TILE CLO CLOSET CW COLD WATER COL COLUMN CONC CONCRETE CMP COMPOSITE METAL PANEL CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE CFM CUBIC FEET PER MINUTE CG CORNER GUARD CIP CAST IN PLACE CONCRETE CWP COMPOSITE WALL PANEL DTL DETAIL DIA DIAMETER DIM DIMENSION DR DOOR DN DOWN DS DOWNSPOUT DWG DRAWING (E) EXISTING EA. EACH ELEC ELECTRICAL ELEV, EL ELEVATION EQ EQUAL EXIST. EXISTING EXT EXTERIOR FO FACE OF, FINISH OPENING FIN FINISH FAAP FIRE ALARM ANNUNCIATOR PANEL FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FRT FIRE RETARDANT TREATED FHA FULLY HANDICAP ACCESSIBLE FLSH'G FLASHING FLR FLOOR F.A. FLUID -APPLIED FND FOUNDATION FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLS BY OWNER FOS FACE OF STUD FV FIELD VERIFY FS FLOOR SINK FCC FIBER CEMENT CLADDING FW FIBERGLASS WINDOW GA GAUGE GALV GALVANIZED GAP GENERATOR ALARM PANEL GL GLASS GLULAM GLUE -LAMINATED GWB GYPSUM WALLBOARD GMRL GALV. METAL RAIN LEADER HC HANDICAP HDW HARDWARE HT HEIGHT HM HOLLOW METAL HOR HORIZONTAL HB HOSE BIB HW HOT WATER HWT HOT WATER TANK I.D INSIDE DIMENSION INSUL INSULATION INT INTERIOR JT JOINT LAV LAVATORY LT LIGHT MO MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL ML METALLOUVERS MTL METAL MIN MINIMUM MUL MULLION NA NOT APPLICABLE NIC NOT IN THIS CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIMENSION OVHD OVERHEAD 0/ OVER P PAINT PC PRECAST CONCRETE PEN PENETRATION FLASHING P LAM PLASTIC LAMINATE PLYWD PLYWOOD PTD PAINTED PT CONC. POST -TENSIONED CONCRETE PT PRESSURE -TREATED WOOD RL RAIN LEADER REF REFRIGERATOR, REFERENCE REINF REINFORCING BAR REV REVISION R RISER, RADIUS RM,RMS ROOM,ROOMS RO ROUGH OPENING SAF SELF ADHESIVE FLASHING SCHED SCHEDULE SCWD SOLID CORE WOOD SEC SECTION SHT SHEET SV SHEET VINYL Sc SOLID CORE SPECS SPECIFICATIONS SF SQUARE FEET SRWY STAIRWAY S.S. STAINLESS STEEL STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TEMPERED GLASS T.I.G. TEMPERED INSULATED GLASS THRESH THRESHOLD T.O. TOP OF TT TREAD, THICKNESS TS TUBE STEEL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED U/ UNDER VERT VERTICAL VCT VINYL COMPOSITION TILE WC WATER CLOSET WD WOOD WNDW WINDOW WP WATERPROOFING WRB WEATHER RESISTANT BARRIER WS WHEEL STOP W WIDTH W/ WITH 12 12 BUILDING SECTION INDICATOR A3.2 A3.2 2 WALL SECTION INDICATOR A4.1 ROOM NAME ROOM IDENTIFIER w/ NAME & NUMBER 101 C 8 WINDOW TYPE IDENTIFIER (L = LOUVER TYPE) R BUILDING ASSEMBLY TYPE INDICATOR 12 (R = ROOF, W = EXTERIOR WALL, F = FLOOR) PARTITION TYPE INDICATOR - INTERIOR UT# (T = THERMAL INSUL, A = ACOUSTIC INSUL, # _ CONFIGURATION) P-1 FINISH INDICATOR 5 EXTERIOR ELEVATION INDICATOR A3.1 C 2 2 INTERIOR ELEVATION INDICATORS A8.1 B A8.1 (BY ALPHA CHARACTERS OR DIRECTION) A DETAIL INDICATORS A5.1 � J A5.1 ND REVISION INDICATOR FIRST FLOOR LEVELNV 0'-0" ELEVATION & LEVEL INDICATOR T.O. WALL SPOT ELEVATION INDICATOR 0'-01, 302 DOOR NUMBER CPT SV FINISH TRANSITION 14 KEYNOTE INDICATOR A 11 IDENTIFICATION DEVICE INDICATOR BARRIER FREE 60" CLEARANCE CIRCLE INDICATOR O OA GRID INDICATORS PLAN NORTH Tl� NORTH INDICATOR (ARROW = TRUE NORTH) VICINITY MAP OWNER PLUMBING & FIRE PROTECTION NOTE: THE STANDARD SYMBOLS BELOW INCLUDE MATERIALS THAT MAY NOT BE USED ON EDMONDS 2020 LLC MOORE FIRE PROTECTION THIS PROJECT. 307 BELL STREET 18621 SE MAY VALLEY ROAD EDMONDS, WA 98020 P: (425) 640-8000 ISSAQUAH, WA 98027 P: (425) 269-1627 EARTH WOOD BACKING OR SHIM F: (206) 625-0770 F: (425) 271-5506 EMAIL: edmonds202O@gmail.com CONTACT: DOUG SPEE EMAIL: tracyvmoore@moorefire.com CONTACT: TRACY MOORE o�o�o GRAVEL >< WOOD FRAMING, CONT. ARCHITECT ELECTRICAL SAND, MORTAR OR PLASTER ENGINEERED WOOD FRAMING HALLER ARCHITECTS LLC RHEMA ELECTRIC LLC 12216 CORLISS AVENUE NORTH SEATTLE, WA 98133 1404 RIVERSIDE DRIVE, SUITE F MOUNT VERNON, WA 98273 ° o CONCRETE ORIENTED STRAND BOARD P: (206) 235-0935 P: (877) 743-6240 E-MAIL: boyerscottl@gmail.com CONTACT: SCOTT BOYER F: ((866) 413-4997 EMAIL: randy@rhemaelectric.com ASPHALTIC CONCRETE FINISH WOOD CONTACT: RANDY MERRITT PRECAST CONCRETE INSULATION (LOOSE, BLANKET) BRICK RIGID INSULATION a a CMU SPRAY FOAM INSULATION METAL SEALANT & BACKER ROD WOOD, MDF OR PARTICLE BD GLASS, ELEVATION PLYWOOD CARPET Port&;ra 5?3 JrZr~[ & Ear ' z 7 EDMONDS BOWL Edmonds Cer?er fnf tine Ars 201 Main 5t, arri E�m4ndr., A PS020 J� Antk'-ony's Homer-o;i #�� lflcai��cr s 14�arine 6, rard 1's CKteria 7a t V`Ucod dray W i:ibi �-t SW 1D-b*t t SL I+�I aPie w nad Ce nm-r MAP LfWOOD HILLS c z- 4 WaInLftl St _ lit r 2z th 5L SW Math st , 2 fzt*[ bt Slur IMP , L 4 " 'saved s r tC rn"d Hasp-ta Wir.-Co Fat}d 2 zmh St SW 2000feet !i441• 9�2021 TamTom, OpenStr�eWap N Approved by Fire 10/05/2021 AFM PROJECT DATA ADDRESS: 201 MAIN STREET SUITE 102 EDMONDS, WA 98020 PARCEL NUMBER: 00434400700800 DESIGN CRITERIA FOR EDMONDS GROUND SNOW LOAD: 25 PSF SEISMIC DESIGN: CATEGORY D WIND SPEED: 85 MPH WIND EXPOSURE: B, C & D (VARIES W/ LOCATION) WINTER DESIGN TEMP: 27 DEGREES F MEAN ANNUAL TEMP: 50 DEGREES F G0.02 PROJECT INFO / INDEX OF DRAWINGS A2.01 FLOOR PLAN A5.08 ASSEMBLIES A5.10 HOOD SPECIFICATIONS APPROVED BY PLANNING Oct 05 2021 APPROVED ALL WORK SUBJECT PLANS MUST BE TO FIELD ON JOB SITE INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work MECHANICAL Address 201 MAIN ST #201 Owner DUSTED VALLEY Approved Date 10/15/2021 Building Official W. W cl � Permit Number BLD2021-1342 ------------------------------------------ PROJECT DESCRIPTION ADDITION OF TYPE II EXHAUST HOOD & HORIZONTAL DUCTED ASSEMBLY TO NEWLY PERMITTED "DUSTED VALLEY" T.I. SPACE. VERTICAL PORTION OF EXHAUST DUCT TO UTILIZE PRE-EXISTING 2-HOUR SHAFT UNDER PREVIOUS SEPARATE BUILDING PERMIT SEPARATE PERMITS ACCESSIBILTY NOTES 1. PROVIDE FULLY INSTALLED GRAB BARS IN ALL COMMON AREA BATHING AND TOILET FACILITIES. 2. PARKING SIGNAGE FOR ACCESSIBLE SPACES SHALL BE INSTALLED IN PARKING OCCUPANT LOAD CALCULATIONS SPACES DESIGNATED FOR ACCESSIBLE DWELLING UNITS. 3. ALL LOCATIONS: LOCK AND LATCH SETS TO BE LEVER TYPE. 4. ALL LOCATIONS: FAUCETS IN KITCHENS AND BATHS (SINKS, LAYS, TUBS) TO BE SEE G0.03 & G0.05 FOR INTERIOR AREAS USED TO CALCULATE OCCUPANT LOADS LEVER TYPE. (AREAS BELOW ARE CALCULATED FROM OUTSIDE FACE OF STUD 1 FACE OF CONCRETE) ZONING GOVERNING CODES EDMONDS: COMMUNITY BUSINESS - BD2 SUBJECT TO ECDC CHAPTER 16.43 MIXED USE (MULTI-FAMLITY RESIDENTIAL UNITS & COMMERCIAL SPACE) PERMITTED PRIMARY USES PER ECDC 16.43.020. 30' MAXIMUM HEIGHT ABOVE AVERAGE CALCULATED GRADE PER ECDC 16.43.030(C). SETBACKS: PROJECT IS NOT ADJACENT TO RESIDENTIALLY (R) ZONED PROPERTY SO NO SETBACKS ARE REQUIRED PER ECDC 16.43.030. MINIMUM HEIGHT OF GROUND FLOOR: COMMERCIAL SPACE (POST OFFICE) IS WITHIN THE DESIGNATED STREET FRONT AND IS REQUIRED TO HAVE A MINIMUM GROUND FLOOR HEIGHT OF 12 FEET. PARKING: COMMERCIAL SPACES IN THE LEVEL 1 PARKING GARAGE HAVE A TOTAL OF 28 PARKING SPACES. PER ECDC 16.43.030 (D)-2, NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA LOCATED WITHIN THE BD2 ZONE. JURISDICTION: CITY OF EDMONDS, WASHINGTON 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 EXISTING BUILDING CODE 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE 2018 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE 2018 WASHINGTON STATE ENERGY CODE 2018 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE WA STATE AMENDMENTS AS APPLICABLE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 2009 ANSI 117.1 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 �9/28/21 HOOD PERMIT PROJECT DIRECTOR SB PROJECT MANAGER EC PROJECT ARCHITECT SIB PROJECT TEAM MEMBER DT CHECK ARCHITECT SEAL 8117 REGISTERED ARCHITECT SCOTT A. BOWER STATE OF WASHINGTON RECEIVED 9/29/2021 CITY OF EDMONDS DEVELOPMENT SER\/ICES DEPAR IVIEN I TITLE PROJECT INFORMATION PROJECT NO. 21026.00 DATE SEPTEMBER 28, 2021 PROJECT NETWORK PATH SHEET NUMBER GOmO2 0 cy') � I I 11 11 II II II II II II II I I I I II II II II �I II II II II I I II II II II II II 111 11 11 \\ I I I I U I I , , I U I I 3'-0" I FLOOR PLAN 1 /4" = 1 0 0 2 4 8 I I I I I I 11� I I I I I I I I I I E-� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 ! I III email: boyerscottl@Dgmail.com III VUL INE B CURE A SEATING 102 o e o HAND SINK FULL HEIGHT WINE BOTTLE SHELVING (SECURED TO WALL - SEE DETAILS 1 & 2 A10.02)) 0 N ADA CLEAR AREA 0 C? I 1 o N � - I N SERVING / I 103 ) C? v 0 14 IV H IVA i i a ------ �� 0 01 01 041 02 02 1 D 0 0SEE 4 A10.01 � O oHALLWAY 7 — 07 LO 107 I CE IBLE TOIL �I FEC NEW HOOD - SEE -------- --- 03 \ �/� SCHEDULE NEVI CON ECTING SHAFT 4'-0" 2 F UCT - SEE A5.08 FOR ADDITIONAL INFO o 13C FULL HEIGHT WINE BOTTLE PREPARATION 2-HR SHAFT ASSEMBLY 13C SHELVING (SECURED TO 106 ABOVE PER PREVIOUS WALL - SEE DETAILS 1 & 2 PERMIT UTILITY TOILET A10.02)) 8'-0" HIGH WALL r` 108 110 (OPEN TO ABOVE) 0 137C +34" AFF UQ\' _ 0 M 3 2 3'-0" 3' 3" 7'-6" A10.02 ADA SIGNAGE - 13C NOTE: ALL WALLS NON LOAD SEE 4/A10.01 2'-6" 3'-0" 6'-0" BEARING & FULL HEIGHT U.N.O. 30'-2 1/4" NEW WALL CONSTRUCTION SEATING EXIT 6'-0" HIGH PRIVACY ELECTRICAL PANEL 105 SCREEN WALL GARAGE ENTRY LE c1-J - I rn EQUIPMENT SCHEDULE ITEM DESCRIPTION BRAND MODEL 01 COMBINATION FRIDGE / FREEZER TURBO AIR M3RF45-2-N 02 VENTLESS E4 COMBINATION SPEED OVEN MERRYCHEF - VENTLESS CATALYTIC CONVERTER E4 03 HIGH TEMP DISHWASHER HOBART XLIH OR JETTECH BY MVP GROUP LLC F-18DP 04 STAINLESS STEEL PRODUCE SINK ALLSTRONG RESTAURANT EQUIPMENT 05 STAINLESS STEEL (3) COMPARTMENT SINK ALLSTRONG RESTAURANT EQUIPMENT 06 AL STR NG ES UR T QU 07 TYPE II RANGE VENTING SYSTEM HOOD HOOD PRODUCTS LLC 4824 HP-VHB-G EQUIPMENT SCHEDULE MA . N ft jPROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP j�"%jF HEIGH AL -AD 0 CB L LE AL ' DATE REVISION j 1 8/10/21 PERMIT REV 1 z 9/28/21 HOOD PERMIT E A2.03 FOR COMMERCIAL LAYOUT PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT K// SB PROJECT TEAM MEMBER DT CHECK 1 ACCESSIBLE HALLWAY 1 TOILET _ 4'-0" C° — — — — � I l o � I 2„ I 5'-0" I, I I _ N q L Ln 4'-0" I 4'-6" TOILET ti H-CAP CLEARANCES PER ANSI 117.1 2009 H-CAP CLEARANCES ARCHITECT SEAL 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RECEIVED 9/29/2021 CITY OF EDMONDS DEVELOPMENT JER\/ICES DEFAR IVIEN I TITLE FLOOR PLAN PROJECT NO. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 61712018 6XUVU415- Fire -resistance Ratings -AN SPLJIL 253 GON11hE CERMICAI14,N.S.QIRE.0..OA'1 IMPROVED CERTIFICATIONS 6,,*,• LEARN MORE ZM3= SEARCH Design No. U415 BXUV.U415 Fire -resistance Ratings - ANSI/UL 263 =9 lsattnm Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having lurisdlction should be consulted before construction. Fire resistance assemblies andpmdmts are develb the design suhmitter and have heen investigated bY UL far compliance liance with aPP Icable requirements, The PubIIshed information cannot oIwaYs address every construction nuance encountered In the field. . When field issues arise it is recommended the first contact for assistance be the technical service staff provided b the product P Y manufacturer noted for the design. Users of fire rosistairce assemblies are advised to consult the general Guide Information for each rolLet Cate O and each group of assembries. The Guide Information Includes specifies concerning alternate materials and alternate P 9 rY 9 P p 9 methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada gee C;eneral lnfnrmatinn for Fire-ret.StaneP. Ratings - ANSI III. 763 Certified for United States design Criteria and Allowable Variances See General Information for Flre Resistance Ratings - CANIULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U415 ;nly 12, 2n1`S Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr . Indicates such products shall hear the UL or cUL Certification Mark foraurisdictions employing the UL or cUL Certification (Such as Canada), respectively, }'i;.E']')T'. ( I, 1'3.) -, '. 7 'I: m.,,.,.., r`:4 W. Vr fif)[i corn:✓ rl.r,. ...r �.,.�-,-: r.y-� -.. _ _ r:� ... -.,..W, ._�.. �.,,. - - - _.�.r.-.. Jf�, r " s.. �%; r J , +' B"Al-ho-rit.al ',",'P.ction - - ht s:lldatabase.ul.comlc r-bmlXYVltem latalLlSE?CTJIFRAMElshow a e.hlmi,name-BXUVU415&ccnshoritltle-Flre-reslstancs+Rahn a+-*ANS)1U... 1110 b g P Pg g WV2018 8XUV.U415 - Fire -resistance Ratings - ANSIIUL 263 CGC INC - t72 in. Type C, IP-x2, IPC-AR or wRC; 5/8 in. Types AR, Cr IP-AR, IP-lit, IP-x2, IPC-AR, SCx, Six, UL)(, USGX, WRC, WRX UNITED STATES GYPSUM CO - 1)2 In. Types C, IP-X2, IPC-AR, or WRC; 5J8 in. Types AR, C, FRX-G, IP-AR, IP-Xi, IP- X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX, USG MORAL DRYWALL srZ LLC - 112 in, Type C; 5/0 In, Types C, SCX, SGX, JJSGX USG MEXICO S A DE C V - 112 in. Types C, IF'-X2, IPC-AR or WRC; 5/6 in. Types AR, C, IP-AR, IP-XI, IP-XZ, ]PC -AR, SCX, SHX, ULX, USGX, WRC, WR3r System C - 2 Hr Gypsum panels, with beveled, square or tapered edges, nam 3J4 in. thick, 48 in. or 1200 min wide, applied vertically or horizontally, secured with 1-1/4 In, long Type 5 steel screws spaced 8 In. OC along vertical edges and t2 In, OC In the dell Wier installed vertically or 8 in. OC along the vertical edges and in the field when Installed horizontally. Horizontal joints need net be hacked by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deep framing per Items 1, 2 and 3. Requires min 3 In. thick mineral wool harts per Item 6, CGC INC - Types IP-X3 or ULTRAConid UNITED STATES GYPSUM GO -Types ]P-X3 or ULTRACODF U&G RURAL DRYWALL SFZ LLC - Type ULTRACODE USG MEXICO S A DE C V Types IP-X3 or ULTRACODE System D -- 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 3J8 In. thick, 48 in. or 120D min wide, applied vertically or horizontally, attached directly to studs with 1 in. long Type S steel screws spaced 24 in. when Installed vertically or 16 in. OC when installed horizontally, Horitontal joints need not be backed by stecl framing. Requl face layer of 112 Or 518 in, thick oementltious backer units per Item 7 and min 1-1/2 in, thick mineral wool Batts per Item 6. CGC INC - Types AR, C, IP-AR, IF-Xl, IP-X2, IPC-AR, SCX, SHX, ULK, USGX, WRC, WRX UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, 5GX, SHX, ULIX, ULX, VSGK, WRC, WRX. USG BORAL DRYWALL SFZ LLC - Types C, SCX, SGX, USGX USG MEXICO 9 A DE C V - types AR, C, IP-AR, IP-xl, IP-X2, IPC-AR, SCX, SHX, ULX, USG](, WRC, WItX System E - 2 Hr Gypsum panels, with beveled, square or tapered edges, nam 1/2 in. or 5J8 in. thick, 48 in. or 1200 min wide, applied vertically or honzodtally, attached to studs with 1 In, long Type S steel screws spaced 11.2 In. OC when Installed vertically or R in. when installed horizontally. Horizontal joints need not be backed by steel framing. CGC INC - If2 in. Types C, IP-XZ, IPC-AR; 5/B in. Types AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCx, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO - 112 vi Types C, IP-X2, IPC-AR; $19In. Types AR, C, FRX-G, IF -AR, IP-%1, I13-X2, IPC- AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WkX. USG BORAL DRYWALL SFZ LLC - 112 in, Type C; 5/0 in. Types C, StX, 5GX, USGX h s:lldatabase.ul.com! r-bm9tYVltem latelLI5EXTIIFRAMElshow a e.hlml.name-BXUV.U415&ccnshoMlBe-Fire-resistance Rah s ANS]lU... 8110 Lip P p c9 9 n4 8171201 B BXUV U415 - Fire -resistance Ratings - ANSUU L 283 S r, te m 13 -- 2 fir. . I - .) m. __, :i•r- P4 iri ui SfIC> riot U.C. -•- s • /4__ ..._,_.......__-_,. �.----�---. -..,,-... ....,..,....,.,....r-._....- J.•' _ =-------_,.,-._w.-.----..-". .-.'----._,..---.._-,L:.,j ,. f.f :' x ,. 2 1 r 4 110)-iZOnUll Se('0011 „ Syst-em C' — 2 Hr. l _t ...ZC...1ig11�.3C �..3UI1 { -% ." ,' �, -I',-, I+r-...... i'4 iti. or 600 pow D.C. -- 4.a I ��%!': 11 :Y". ' 1' .xxq7 3">Y'r '" L._/f } W-. .--._'I".ia :M. Lti9i'li=°.mow�F.'r-r 1. f, .C.1 - .- . ' s� --" r*..•, I'i'CYi'17....)"��eli 4I..".ot Systerya E 2 Hr. _. ..�,..,_...-HurizonLal 511R .. - - h s:lldatabasa.ul.com! l-bmlXYVltem latalLISEXTl1FRAMElshow a e.hlml name-BXUVV415&ccnshorttlUe-Flre-reslstanca+Ratio s+-*ANSIIU... 2110 UR c9 P P g g B1712018 BXUV U415 - Fire -resistance Ratings- ANSIIUL 263 USG MExiCO 5 A DE C V - 112 in. Types C, I1-X2, IPC-ART 518 in. Types AR, C, IP-AF, ip-XI, lP-x2, I-C-AR, SCx, SHX, UUS, USGX, WRC, WRX System F - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 112. In. or 518 In. thick, 48 In. or 1200 com wide, applied vertirally in two layers. Inner or base layer attached to resilient furring channels (Item 28) with I In. ]erg Type 5 steel xrews spaced 24 in Outer or face layer attached to resilient furring channels (Item 26) with 1-5/3 in. long Type S steel screws spaced 12 In, OC and staggered 12 In. from base layer screws. Joints between Inner and outer layers staggered 24 in. CGC INC - 112 in. Type C, IP,X2, IPC-AR or WRC; SJ8 in. Types AR, C, rRX-G, W-A3k, IP-Xl, 1?-XZ, WC -AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO -- 112 in. Type G, IP-X2, IPC-AR or WRC; 519 in. Types AR, C, FRX-G, ]JP -AR, IP-XI, IP-XZ, IPC-AR, SCX, SGX, Six, ULix, ULX, UsG-x, WRC, WRX. USG BORAL DRYWALL Six LLC - 1/2 in, Type C; 5I6 In. Types C, SCX USG MEXICO 5 A DE G V - 1I2 in. Types C, IA-X2, IPC-AR or WRC; 5/R in. Types AR, C, IP-AR, IP-Xi, IP-0, IPC-AR, SCx, Shx, ULX, USGX, WRC, WRX System G - 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5l8 in. thick, 48 in. or 2200 min wide, applied vertically or h4rlx4ntally in three layers- Inner or base layer attached to Studs with I In. Ieng Type 5 steel screws spaced 24 In. OC when installed vertically or 16 in OC when installed horizontally. Middle layer attached to studs with t-5J6 in. long Type S steel screws spaced 24 in. when installed vertically or 16 Ir. OC when installed horizontaily. Outer or face layer attached to studs with 2-114 in. long TIJpe S steel screws spaced 15 in, when Installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Rorizantat joints on adlacant layers staggered a min or 12 In. . Horizontal johns need not be backed by steel framing. Vertical joints centered over studs and staggered 24 In, on adjacent layers, CGC INC - Types C, IP-82, IPC-AR, WRC UNITES) STATES GYPSUM CC - Types C, IP=X2, IPC-AR, WRC USG BORAL DRYWALL Sill LLC - Type C USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR, WRC System H -- 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/a in. thick, 46 in. or 1200 mm wide, applied vertically or horizontally, two layers over the flange of the "C" section of the studs, one layer over the flange of the "H" section of the Studs- Inner or base layer attached to studs with 1 in long Type 5 steel screws spaced 24 in GC when installed vertically or 16 in. OC when installed horizontally. Face layer attached to studs with 1-5/9 in. long Type 5 steel screws spaced 16 In, when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizatal joints Uri adjacent layers staggered a min of 12 in, HorEiontai joints need not be backed by steel framing, Vertical joints centered over studs and staggered 24 in. an adjacent layers. CGC INC - Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR, WRC USG BORAL DRYWALL SFZ LLC - Type C USG MEXICO S A DE C V - Types C, IP-)(2, IPC-AR, WRC System I - 4 Hr h s:lldatabase.ul.com! rbm1AYVltem latelLI5EXTliFRAMElshow a e.himl name-BXUVU4IS&ccnshoMlUe-Fire-resistanaa Ratios ANSIIU... 7110 Up cg P P 0 9 8171201 B BXUVU415- Fire -resistance Ratings -ANSIIUL 263 Sy s€.Elm F -- 2 Hr. 24 In or rnxrr,C• lI lioriznrltal S'41,wHol) System G — 3 1-1r. (, -,/ 7-%---- 14 in- or 13013 core O.C, —d __ _ I r ..,...w..r�,. ' _o __ _..�,—�-. �nuc vr. .nc1-' .r_.__f� � - -_s.-u...sr'-a.-il Jai:.,. V - - f r _ .. �•-; •.ram ,.. -. .,-., -- — <-' - :-cow - i{ ..-��1 `*J fy� t. I'ioricou al Sect.ioll �"tt'El1u-- 3i'. Iyl . I . (4 � - 4�1. . ice y �_ 24 fcI. fw, 900 nau V-C. __. 111 I � 113 � j}� L . \1 I 24 in. ur fl01f zoos,E. ....-Ni ..1.1..1... — .`---.N,.._ - . :.............. . . ...........'--'---'- ---- -' - rT._ u'_r - % i t 2 " H1+rict�ntal ti;ectiuu - ...f .__.._..w_.._.,.,." 1. Floor, Side and Ceiling Runners - "J" - shaped runner, min 2-112 in. deep (min 4 in, deep when System C is used), with unequal legs of 1 in. and 2 in., Fabricated from min 24 MSG (min 20 MSG when Item 4A, 4.B, 4C, 4D or 7 are used) galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with httpa;lldatabess.ul.comlogi-binlXYVAomplatelLISEXTJ1 FRAMElshowpage.hhnl?name=BXUVU415&ccnshorttMe=Frre-resistance+Ratings+-*ANSIIU... 3l10 13/7/201 B BXUV.U415 - Fire -resistance Ratings - ANSIIUL 263 Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 4 it wide (or 1200 com For metric spacing) wallboard with square or tapered edges. Total of four layers to be used. First and secand {inner) layers applied vertically or horizontally over the steel studs. Horizontal joints need not be backed by steel framing. When applied vertically, joints Centered over studs and stdgger2d min 24 In_, otherwise all joints staggered min 12 In. First layer secured to studs with 1- 1/4 In. long Type S self-druling, serf -tapping bugle -head steel screws spaced 24 in. OC. Second layer secured to studs with 2-1/4 in. long Type S self -drilling, self -tapping bugle -head steel screws spaced 12 in. OF. Third layer applied vertically over the furring channels (Item 2C) with a 1-1/4 in, long Type S self drilling, self lapping bugle -head steel screws spaced 12 in, OC. Fourth layer applied vertically or horizontally with 2-iJ4 in, long Type S self -drilling, self -tapping bugle -head steel screws spaced 12 in. OCWhen applied vertically, joints to be staggered min 24 in. from third layer, otherwise all joints staggered mill 12 in. CGC INC - Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO - Types IP-%3 or ULTRACODE USG BORAL DRYWALL SFZ LLC - Type tILTRACODE USG MEXICO S A DE C V - Types IP-X3 orULTRA.CODE 4A. Gypsum Board- - (As an aitemate to Item 4 Systems A, B, Cr D, F, G, H, and I when used as the base layer, For direct attachment on Cy) - Mom 5/8 in. or 314 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1.14 in. long Type 5-12 steel screws spaced 8 in OC at perimeter and 12 in. OC in the field. For JuIrlt Compound see Item 5, To be, used vwlth Lead Batten Strips (see Item 9) or Lead Discs ov Tahs (See Item I0). RAY -BAR ENGINEERING CORP - Type RB-LBG 46. Gypsum Board* - (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) - Nominal 5J8 in thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. VertEcil joints centered over studs and staggered min 1 stud cavity an opposite sides of studs. Wallboard secured to studs with 1-1/4 in. lung Type 5-12 (er,16 by 1-114 In. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 9n, OG in the field. NEW ENGLAND LEAD BURNING CO INC, DRA NELCO - Type Nelco 4C. Gypsum Board* - (As an alternate to Item 4 Systems A, B, C. D, E, G, H, and I when used as the base layer, For direct attachment 00Y) - Non 5/8 or 314 in. thick lead backed gypsum panels with beveled, square gr tapered edges, applied vertically. Vertical joints centered: over 20 MSG steel studs and staggered min 1 stud cavity on opposite sires of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-L/4 in. long Type S-12 steel screws spaced 5 in, QC at perimeter and 12 In, OC In the field. For Joint Compound see item 5. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). Lead batten strips required behind vertical joints of lead hacked gypsum wallboard and optional at remalriii stud locations. Lead batten strips, min 2 in. wide, max lU Ift long with a max thickness of 0,141ti in. Placed on the face of studs and attached to the stud with two 1 in. long Type 5-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. 14AYCID INDUSTRIES INC - Type X-Ray Shierded Gypsum 40. Gypsum Board- - (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) - Norm 518 In, tirlck lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1I4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 irk. CC in the Field. Lead batten stnpR required behind vertical joints of lead backer gypsum wallhoam and optianai at remaining stud locations. Lead batten strips, min 2 in. wide, max 8It lorg with a max thickness of 0.14 in. placed an the face of stutls and attached to the stud with construction adhesive and two 1 in. long Type 5-12 pan head Steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3)8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federai Specification QQ-1l Grade "C"- RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall 5. Joint Tape and Compound - (Not Shawn) Systems Ar B, C, IF, F, G, H, I Joints on outer layers of gypsum boards {Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. 6. Batts and Blankets* - hLlps:lldata base.ul.ccmlogi-binaYVttsmplatelLI5EXTI1 FRAMEshowcage.hhnl?name=BXUV.U415&ccnshorltille=Fire-resistance+Ratings+-*ANS liU... 8l10 B171201 B BXUV U415 - Fire -resistance Ratings - ANSIIUL 283 steel fasteners located not greater than 2 in, from ends and not greater than 24 in. OC. "E" - shaped studs {Item 2A) may be used as side runners In placeoF"J" - shaped runners. 2, Steel Studs - "C-H" - shaped studs, min 2-1/2 In. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 26 MSG when Items 20, 4A, 413, 4C, 40 or 7 is used) galy steel. Cut to lengths 318 to 1/2 in. less than floor - to -ceiling height and spaced Z4 in, or 600 com IJC (max 16 In. OC when Items 4A, 4D, 4C, or 4E) are used), 2A. Steel Studs - (Net Shawn) - "E" - shaped studs Installed back to back in place of "C-H' - Shaped studs (Item. 2) "E" - shaped studs secured together with steel screws spaced aced a mm aximu12 in. OC. Fahricated from min 25 MSG min 20 P g MSG when Item 21)4A 43 or 7 is used ail steel rain 2-1 2 In, deep min 4 in. deep when 5 stem C Is used with one )g , 1 p{ P Y ), leg 1 in. tong and two legs 3/4 In. tong. Shorter legs 1 In. apart to engage gypsum Iner panels, Cut to lengths 3/a to 1/2 in. less than Floor to ceiling heights. 23. Furring Channels - (Optional, Not Shown) - For use with single or double layer systems. Resilient furring channeEs fabricated from min 2SMSG corrosion protected steel, Installed horizontally, and spaced vertically a max 24 in, OC. Flange portion of channel attached to each intersecting "C-H" or "E" stud an side of stud opposite the 1 in. liner panels with 112 In. long Type S or 5-12 pan -head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nalco (item 45) or cementitious backer units (]tern 7)_ 2C. Fwring Channels - For use with System I - "Hat" - shaped, 25 MSG gale steel furring channels attached directly over the Inner lavers of wallboard to each stud with 2 in, long Type S pan head Steel screws. Screws a]temate from top flange to bottom flange at each stud intersection. Furring channels spaced vertically max 24 in. OC. 20. Steel Framing Members* - (Optional, Not Shown) - For use with single or double layer systems, Furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelto {Item 46) or cementitious backer units (Item 7): a. FurringChannels - Formed of No. 25 MSG alv steel. 2-9 16 in. or 2-23 32 in. wide b 7 8 9 Y in, dee s aced max. 24 in. OC a andicular to studs. Channels secured to studs as ddSLrit/ed in p P P rp Ito m b. Gypsum board Installe4 vertically only and attaclied to furring than els as described in Item 4. h. Sleet Framing Members* - Used to attach furring channels (Item 20a) to studs (Item 2 or 2A)_ Clips spaced ma=- 24 in. OC, and secured to studs with No. 8 x 1-1/2 id. minimum SOF- drilling, S-12 steel screw through the center grommet. Furring channels are fridtron fitted into clips. RSfC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) dip for use with 2- 23/32 In, wide furring channels. PAC INTERNATIONAL L L C - Types ASIC-1, RSIC-1 (2.75) ZE. Steel Framing Members* - (Optional, Not Shown) - Furring channels and Steel Framing Members as described below, , Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nalco (Item 4S), Type X-Ray Shielded Gypsum (Item 4C), Type RPP-Lead Lined Drywall (item 4F) or cementltious hacker units (Item 7). a. Furring Channels - Formed of No. 25 MSG galy steel. Spaced 24 In. OC perpendicular to studs- Channels secured to studs as described in Item b. Ends of adjolning channels overlapped 6 in, and tied together with double strand of No. 16 AWG galvanized steeE w1re,Gypsum board attached to furring channels as described in Item 4. h. Sleet Framing Members'* - Used to attach furring channels (Item 2Ea) to studs. Clips spaced 24 in, OC„ and Secured to studs with 2 In. xvirse drywali screw with 1 in, diem washer through the renter hole, Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R 21'. Steel Framing Members* - (Optional, Not Shown) - For use with single or double layer systems. Furring channels and Steel Framing Members as destrlhed helnw, Not to he used with Type FRK-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nalco (Item 46) or cementitious backer units (Item 7): a. Furring Channels - Formed of No. 25 MSG gals steel. 2-3J8 In. wide by 718 in. deep, spaced max. 24 in. DC perpeadloular m studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in ]tern 3. *- b. Steel Fromm Members Used to attach furring channels Item 2Da to studs 1#em 2 or g g ) ( ( 2A ), Clips spaced max. 24 in. CC. GENIECLJPS secured to studs with No. 8 X L-1/2 In, minimum sell drilling, 5-12 steel Screw through the renter grommet. Furring channels are frl0o.n fitted into clips. PLITEQ INC -Type GENIECLIP 2G. Steel Framing Members* - (Optional, Not Shown) - furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nalco (Item 4B), Type X-Ray Shielded Gypsum ([tern 4C), Type RPP-Lead Lined Drywall (item 4F) OF cementitious backer units (Item 7): a. Furring Channels - Formed of No. 25 MSG gale steel. Spaced 24 in, OC perpendicular to studs. Channels secured to studs as described In Item 2G6_ Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to ftirring Channels as described in Item 4, httpa;lldata base.ul.comlcgi-binlXYVltemplatelLI SEXTl1 FRAMElshowpage.htmPname=BXUV U415&ccnshorttitle=Fire-resistanoa+Rednga+-*ANSIIU... 4110 B1712018 BXUV U415 - Fire -resistance Ratings - ANSIIUL 263 Systems A, B, E, Fr G, H, It (Optional) - Mineral wool or glass fiber hatts partially or completely filling stud cavity. Any mnnird wool or glass fiber hatt mineral bearing the UL Classification Marking as to Fire Resistance System A With Type ULIX Gypsum Boards Placed in stud cavities, any min. 3-1/2 In. thick glass fiber insulation bearing the UL Classificatron Marking as to surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories rer names or Classified companies. Systems C & D Min 3 In. (System C) and min 1-If2 In, (System O) thick mineral wool batts, friction fitted between the studs and floor and ceiling runners, ROCKWOOL - Type AFB THERMAFIBER INC - Type SAFB, SAF8 FF 7. leementitlous Backer Units* - (System D) - Nnm I12 or 5/8 in. thick panels, square edge, attached to Studs aver gypsum wallboard with 1-5/6 in. long, Type S-12, corrosion resistant steel screws spaced B in. OC and staggered B in. from gypsum wallboard screws. Joints covered with glass fiber mesh tape Vertical joirts staggered one stud cavity from gypsum wallboard joints. Hcrizontal joints staggered a min of 12 in. From the gypsum wallboard joints. UNITED STATES GYPSUM CO - Type DCB R. Laminating Adhesive* - (Optional, Not Shown) - Used to bond outer layer of Cerner ]dour Backer Units (Item 7) to Inner layers of Gypsum Board (Item 4) in System 4- ANSI All Type I organlc adhesive applled wlti', 1J4 in, square notched trowel. See Adhesives (BYWR) in the Fire Resistance Directory or Adhesives (BIiZ) in the Building Materials Directory for names of Classified companies. 9. Lead Batten Strips - (Nat Shown, For Use With Item 4A) - Lead batten strips, min 1-1/2 In, wide, max 10 it long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior Face of the stud with two 1 in. long Type S-12 pan head steep screws, one at the top of the strip and one at the bottom of the strip Lead batten strips to have a purity of 99.9% meeting the Federal speciCcatiorn QQ-L-241f, Grade "C". bead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips. - (Not Shown, for use with Item 4C) - Lead batten strips, 2 inr wide, max 10 ft long With a max thickness of 0.140 In. Strips placed on the race at studs and attached to the stud with two min, 1 in, long min, Type S-B par head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. Long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 9D.5% meeting the Federal specification QQ-L.20tf, Grades "B, C or D".. Lead batten strips required behind vertical joints of lead hacked gypsum wallboard (Item 5) and optional at remaining stud locations. 10. Lead Discs or Tabs - (Not Shown, For Use With ltemm 4A) - Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations - Max 314 in, diem by max 0.125 In. brick lead discs compression fitted or adhered over steel screw heads or max 112 in. by 1-1/4 in. try max U. 125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.91l4 meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs - (Not Shown, for use with Item 4C) - Max W16 in. diam by max 0.140 In. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5°/o meeting the Federai Specifkatlon QQ-L-201f, Grades "B, C or D". 11. Lead Batten Strips - (Not Shown, For Use With Item 4B) - Lead batten strips, 2 in. wide, maw 10 R long with a max thickness of 0A42 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-a pan head steel screws, one at the tap of the strip and one at the bottom of the strip or with one min. 1 In. Long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 46) and Optional at remaining stud locations. 12. Lead Tabs - (Nat Shown, For Use With Item 48) - 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded hack flange, and the hack face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 4S) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. a Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 701EI-07-I2 Questions? Print this page Terms of Use Page Toe t 2018 UL LLC hops:11database.ul.comfcgi-biniXYVltemplatelLI5EXTl1 FRAMElshowpage.html?name=BXUV.U415&cunehoKIiUe=Firwtesisiance+Ratings+-*ANSIIU... 9110 HALLER 8171201 D BXUVU415 -Fire-resistance Ratings. ANSINL 283 b. Steel Framingm Meberg* - Used to attach furring channels (Item 2Ga) to studs. Clips spaced ARCHITECTS L L C 24 In, OC, and secured to studs with No. 8 x 2-1/2 in. coarse drywall strew through the center hale. Furring channels are friction fitted into clips. REGUPOLAMERICA- TypeSonusCilp 12216 Corliss Avenue North Seattle, WA 98133 214• SUM Pramin'g Members - {Optional, Not Shown) - Resilient channels and Steel Framing Members as descriloed TEL 206.235.U935 slow. Not to be used with a FRX- sum wallboard Type RB-LBG Item 4A Te Nelc❑ Item 46 Type X-Ra b G Shielded Gypsum (Item 4C), Type RPP-Lead Lined Drywall (Item 4F) or cementitious backer units (Item 7):: a. Resilient Channels - Formed of No. 25 MSG gall steel, spaced 24 in. OC, and perpendicular email: boyerscott1 @gmail.com to studs. Channels secured to studs as described in Item It, Ends of adjoining channels avenapped 6 in. and secured in place with two No. a 15 x 112 in. Philips Modified Truss screws spaced 2-1J2 in from the center of the overlap. Gypsum board attached tv resilient channels as described in Item 3. b. Steel Framing Members* - Used to attach resilient channels (Item 21-1a) to studs. Clips Spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole, Resilient channels are secured to clips with one No, 10 x 112 in. pan -head seif-drilling screw. ICEENE SUELDIN42 PRODUCTS tO INC - Type RC+ Assurance Clip 3. Gypsum 9oard* - Gypsum liner panels, nom I In. thick, 24 In. or 600 min (for metric Spacing) wide, Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the a between the two 9 9 9 g P gap 3 4 In. lows of the "E" studs. Free edge of end anels attached to Ion €e of vertical "J" - runners with 1-5 8 in. Ian Type f g g p 9 i g YP 9 S steel strews s aced not realer Chad 12 in. OC. When wall het fit exteed5 Iner alai ten th Ilder anal ma be butted P 9 9 P 9, P Y to extend to the full height of the wail. Horizontal joints need not be backed h steel framing. In System [ butt -oirl in 9 ] Y 9 Y 3 liner panels are staggEred min 36 in. Buttjoints backed with 8 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard Strips centered over butt Dints and secured co liner panels with six 1-1 2 In, Ion e G steel screws three ) P j p / g Tye , screws along the 22 in. dimension at the top and bottom of the strips. CGC INC - Type SUS UNTTFD STATES GYPSUM CO - Type SLX PROJECT: USG 50RAL DRYWALL Si LLC - Type SLX Dusted Valley Tenant Improvement USGMEXICOSADECV -TYRe SLX 4. Gypsum Board* - LOCATION: System A-1Hr 201 Main Street # 102 Gypsum panels, with beveled, square or tapered edges, nom 5/6 in. thick, 48 in. or 12OG min wide, applied vertically or Edmonds WA 98020 hori2ontiift attached to studrn s with I ', lung Type 5 steel screws spaced 12 In, when installed vertically or 8 hn OC when installed horizontally. Harizontal joints need net be backed by steel framing. CGC INC - Types AR, C, IP-AR, IP-Xl, IP-X2, ]PC -AR, SCX, SHY, ULX, USGX, WRC, WRX PREPARED FOR: UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP-AR, IP-X7, TP-X2, IPC-AR, SCX, SGX, 51-IX, ULIX, ULX, WRC, Edmonds 2020 LLC WRX, USGX. When UL1X Is used Insulation, Item 6, Battminimum stud and Blankets* Is required and minimustud depth is 4 in. USG BORAL DRYWALL SFZ LLC - Types C SCX, SGX, USGX Yp , U5G MEXICO S A OE C V - Tyacs AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX System B - 2 Hr Gypsum panels, with beveled, square or tapered edges, nam 1/2 in. or 5/8 in. thick, 48 in. or 12U0 mm wide, applied vertically or horizontally in two layers. Inner or base layer attached to studs with I in Inng Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Outer or face layar attached to studs with 1-Ve in. long Type S steel xrews spaced 12 ir. OC when installed vertically and staggered 12 in, horn base layer screws or 8 in. OC when installed horizontally and staggered a in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in - - hUpa:ildata base.ul.comlcgi-binr'XYVltemplatalLl SE)CT11 FRAMEIshowpage.hhid?name-BXUV U415&ccnshoritille-Fi re-resistance+Ratings+-*ANSIIU. , . 5! 19 K Y AP E M IIi71201 B BXUV.U415 - Fire -resistance Ratings - ANSUL L 263 the appearance of a company's name or product in This database does not in itself assure that pruduc6 so identified have been manufactured under UL's Fellow -Up Service, Only those products bearing the UL Mark should be considered to be Certlfll and covered under UL's Follow -Up Service, Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: L. The Guide Te.forrnatian, Assemblies, Constructions, nesigns, Systems, andfar CertificdtionS (rues] must be presented in their entirety and in a don -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL` must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following Format; " g 2018 UL LLC". DATE REVISION 8/10/21 PERMIT REV 1 2 9/28/21 HOOD PERMIT htlps:fldatabase.ul.ccmlogi-binaYVhemplatelLISEXT11 FRAMEIshowpage.hhnl?name=BXUV.U415&ccnshorltlUe=Flre-fsistance+Ratings+-+ANSI!... loll( PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SEAL 8117 REGISTERED ARCHITECT SCOTT A. BONER STATE OF WASHINGTON RECEIVED 9/29/2021 CITY OF EDMONDS DEVELOPMENT SERV iCES DEPARTMENT TITLE BUILDING ASSEMBLIES PROJECT NO. 21026.00 DATE SEPTEMBER 28, 2021 PROJECT NETWORK PATH SHEET NU A5 m 0 8 HOOD ND TAfi NbDEI MANUMAL'JRER LENGTH MAX COOKING TYPE APPLIANCE DESIGN TOTAL HOOD END TO RDW r WIDTH LEM IGH hlA �i VEL SP TEMP DUTY GFHIFT E3ii CFM WLSTRUCTIW END I 4$24 ro°D PPADHCrs 6, 0' TOG N WA 200 1200 4' 1- D200 1120 -0a06- +� sS ALA ALONE HP-VF�G LLC LEG Idex o o Roo 2==; �i�}*I�IJ#-jijl{;�ty*.X9iJ'f+�'r1lnkfP:4� 24' 48' +� s' D'NON.�fi' aao'oa. PLAN VIEW - HOOD 91 6' 0.00 LONG 4624HP-VHH-G WOM CORNER Vt • i2 1H e.a.rrrNr. n.r., r s m Lf OHWEWAPE UT OISTALLERI W aa.N 9 9Hi ba6lMW r1m 1LL_,I.SA6 A.:f VId T stun icc M�irc ASSEMBLY INSTRUCTIONS :WINGING ANGLE MUST BE SUPPORTED VITH LIE!` - 13 TPI GRADE 5 (RINI") ALL-THREAA SANDWICH HANGING MGLES AND CEILING AH1C1101 PCIINTS PITH 1/2." CJiADE 5 (MINIMUM) STEEL FLAT WASHERS AND 112' - 13 TPI GRADE 5 SHOJIHUH) HEX NUTS AS SHOWN. MUST USE DOUBLED HEK NUT CONFIGURATION BENEATH KDOD KANGINIG ANGLES AND ABOVE CEILING ANCHORS. MA]HI'AIN L/4' OF EKPOSED THREADS BENEATH BOTTOM HCK MDT, TORQUE ALL HEX NUTS TCI 57 FT-LBS. VVIFAiM-P Z-ARf fLlL`rliltkFfll! - rYl}n{lAlfdr _ p ,Yes MNGING ANGLE e� alARI1V,IRL yY 1H§TALLERI . - d w emu a *Dow Hm u-ThFmL � rTe wed . o�ooe�sim � Fwr rdef% sfEh ,t. ,w HANGING ANGLE MUST BE SUPPORTED WITH VW - 13 TPI GRADE 5 CMINQILMI ALL -THREAD. SAOVICFi HANGENG ANGLES AND CEILING ANCHOR PENNTS WITH VIE' GRADE 3 MINIMUM) STEEL FLAT WASHERS AND 1/e' - 13 TIP]GRASS 5 tAINLHU60 HI[K NUTS AS SHOWN HURT USE DOUBLED HEX NUT CUHFIGURATICN ABOVE CEILING O ANCHS. SINGLE HEX NUT BENEATH HANGING ANGLE IS AGCEPTAELE FOR FULL LENGTH HANGING ANGLES MAINTAIN 114' OF EXPCSED THREADS BENEATH BOTTOM FEK NUT. TORQUE ALL HEX NUTS TU 57 FT-LBS. O I HPaweam LLC FAN TT Mn;, L,IY I+.V lJNl1 Y_pLL l M11 ACi{1NLR �i'X E$P FfRF MOTOR HIP BHP PHASE VOLT PLA DI8CIMARGE VEIGHT $ $ NO N l EHCL VEL OCJTY (LDS) 1 L hP3U5UH Moon pRDDUCTS LLC i29V L 0.500 1 130E 1 DDP 0.50a OL2:it00 1 1 715 1 &4 1 456, FFM1 1 TT 1 IF-3 FAN UNIT TAG idrr DESCRIPTION NO 1 L 2 YEAR PARTS WARRANT". nrTnn A. Ot'a a Or ran DU FAN WEECINT ITEM SiII 1 35 LBS ExMAUST ADdPTER PROM 3 !PWSQ TO I"Nl$* x 91-OO k FAN 01 HIPOU50H1 - EXHAUST FAN r7 IAa 2, V e Z 2 4L 131J4 J� I I 19 FEATURES, - OMRECT.' DIVE [aAIST'CIICTmo- Oda 1ELISIPIILIFrS Y. Rai MOINTCD FPM& REST AII6UJT WWL M-M - VARMAILC EKE). CONTROL. INR1114AL VIMIMS nCJFML OVIPLUD PRMECTIM "IWAX PTI=S . - r11GM FEAT n-fMrMN 30" ON'rCh - FEMN SR ZMETT 01a0aWh OCT SWITpL EXFWtJiT FAN Mff3T OPERATE C017DIO10 Y -ILE CfA%U$.TIIIG A1R AT 'MK 44910) UVI>L ALL FMI PATS MW FEACXEIP THERMAL Eel I EAMIl. Alm V7THDfi MY DETCRIORATARG EFFECTS TO THE FAN VHICM NNNLA G11L�E IP4AFE OFELWTDPS OPTIONS 2 YEAR PARTS WARRANTY. SINGLE LrALL Cot}Gky 91JBLT hUCT>,1dPe - ALL OUCTWORIC IS REOUGRED TO BE INSTAIIP7[ VITH TIE MA%IMUR SUPPORT SPACRIG LISTED BELOW. - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE ONE INSTALLATION AID OPERATION MAN1IAL- - LUCTWCRK SHALL SLOPE HIT LESS THAN VM' PER LMAR FOOT TOWARDS THE HOC: OR AN APPROVED GREASE COLLECTmH RESERVOIR. - WHERE HORIZONTAL DUCTS EXCEED 75 FEET 114 LENGTH, THE SLOPE SHALL NOT DE '_ESS T}IAN 3/16' PER LINEAR FOOT. D11CT DIAMETER HORIZONTAL SUPPORT iFT7 4ERTICAL VAyL SUPPORT 1FT) VERTICAL CURB SUPPORT LFD 5' la' 11 24' 6' 10, 1D, 24' 7' w' la• 24' B' t0' 113' 24' 10, SO' 111' 24' 12, W la' 24' 14' 10' 1G' 24' 16' W, 10, 24' 10, 1. la' 94' W 10, 10' 24, 22' 10, 10' 24' 24` 10' Da' 24' 26, la' la' 24' 2A' Ia' 1a' 24, 30' in, A, 94' 32' 10' fa' P..4' 34- l9' 1. 24' 3d' 10' 10' 24' D❑ N❑T LEAK TEST USING SMOKE B❑MBS C❑NTAINING CHL❑RIVES/CHL❑RIDES, CONSULT WITH CAPTIVEAIRE E❑R PROPER LEAK TESTING METH❑DS, �; econ•air EXHAUST RISER. HANGING ANGLE. 24' NO4, IT IS THE RESPONSIBILIT Y OF THE ARCHITECT/OWNER TO EnSuRE THAT THE HARD CLEARANCE FROM LIMITED-COM$USTIBLE AND COHBUSTIBLE MATERIALS IS IN COMPLIANCE VITH LOCAL CODE REOUIREMENTS. SECTION VIEIF - MODEL 4824HP-VHB-C HOOD - f O a ¢ (� i- v { OO = i ., oI L as CgU UP Q ;R6 WC9� " M Zug ^ a0N � J CO 7 a W a _J C3 a, - or OO YLLO S �! x5 A A 1 � W 0 J a J Wso�e a�u'a u rJaJ�J�Jo -ate J�> I m in w P-H s 1 x P a) :a _J G7 v o � n 3 N h 4 rA I N V I W 4 ra J . 7 u7 tad ty A? J) I I� PIS Gy W L F-I-" TIP a-'rh W a < IxllI I d � ra .-. N M BY 0 f-I W el .-. N {7 Y 117 tP n tP p- hJ N N tMu D[1C-wnPK RI FRONT VIEW 129.5'M1N DID_ TVORK 41 SIDF V_Fw 21.57` flPli i P 26 I Plifes 105.5'MBH IIII 137,5' [4L 'MAxP22 BIIIIII B.5' PPP 17 5'MTN P1B 74'MI I'KII V P'S PUS B P14 7 PI2 = Pli 74.5'MAX 71' 61'MIN 73,5'WiX 86.5'IN 83, 731MIN D;UCTVORK 41 TOP VIEV Din 6L.]'MW P12 llll DUO ! 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CM NcrWW far arcw" dOMPOPM a of ml t d/b noN Cowed Wd eenTfrl sFx "w Far .a'Ma•tV CLOOL PfFII F - PFV>at;]S Ll GE11Oar R Sul Wt tfon MW Os fltpaida t ar, ter etr t-L QnLbo tkn W sR113s aKta.'Ikn MA 4~ WfKrf. Alt l�, Jdnq. One penNV'IltIpe1F eF t w rued wwlnyi/'e -W W IQ-n wLX wt P+,F.#n'. lfdet besets sM eapefs-es �etlen paper •ne Hl,a.a! poses, alo1L Nov. a Ip,Jd-4ly�i mnlL.aw,e eK m.L .tcordb.ti .Ilk WFA 46 � Duct p>:as, TXfL sne {n� p'-wf. fFatWrwenlF I.LI fy 0.f Pere DUCTWORK ,Yf FARrS - J011 i5Ra41s1 TAG PART 8 CFM GPM ZONE CDVEREDBY SP WEIGHT Vf1=Y GTY DESGR[PTION P1 EDWIPGALT 12G0 -am 1.93 1527.0 1 SINGLE WALL DUCT 12' DIAMETER, 4' LIAG, FLAMM AT AM EMIRS. STABLESS STEEL P2 EDW129OASY 1200 -A1J2 9.44 I327.89 1 SINGLE WALL DUCT 90 BEGKE ELBOW. 12' DUCT, ASSEMBLY. PG EOW12G4C2D f2A0 -low 2.12 1527.99 1 SINGLE WALL MCI OFF SET COLLAR - 12' DENETER MACT - 1/2' P17CH. P4 EDV1247LT im -G418t3 10.70 1327$9 1 SINGLE WALL DUCT 12' DIAMETER, 47 LONG, FLANGE AT BOTH ENDS. 5TAITLESS STEEL. P5 EOW12291-T 12W _M16 1169 L527.D9 I SINGLE WALL 1LK7 IV DIAMETER, 29' LONG, FLAwc AT BOTH ENDS. STAIMESS STEEL, P6 EDV1230AJpu1T law -aA076 SSA4 1587$9 1 SINGLE WALL DUCT APJVSrhBLE, 12' DIAMETER, 2VA' LUKh FLPAIGE AT ONE END WITH A III' ADJUSTABLE COLLAR - STAINLESS STEEL. P7 "W22SUBfRASY 2.T5 1 DUCT PPOiT BRACKET KM 12' LLICT, USED FEW HRNGITNG DUCT, I2 GA STEEL, CLEAR ZINC COATING - 2 RINGS, 4 BRACKETS, a HARDVADE BAG 2. P9 EnWI264C20 200 -0032 212 1527.R9 1 SINGLE VALL DUCT EFF SET COLLAR - 12' DLAMETER DUCT - 112' PITCH. AssEw<BLED w�P14 EDWIE7EASY 1200 1 -wo 12t93 11327-" 1 SINGLE WALL DUCT TEE, l2.' IRJCT, ASSEMBLY. PIO EDV1213AD1tIT 8.93 1 DUCT ACCESS DOOR WITH Rl44DLE L GREASE DAM. FOR I.- DUCT LISP 13' DOM, STARLESS ASSEMBLED V1P9 O-5 STEEL_ I'll ETIV1204ri D TOO -LW e.te l5Z7.89 1 SINGLE WALL DUCT OFF SET COLLAR - 12' 3WETER DUCT - V2' PITCH. P12 EDW1229LT 1200 -0.B11S 17.69 1527.&9 1 SINGLE WALL OVCT 12' DNG LANETER, 29' LONG, FLAME AT BOTH EMDSr STANLLESS STEEL, Pl3 F]IW1224AJOOT S2a0 -0.00:56 12.47 1�7.89 1 SINGLE WALL DUCT ADJUSTABLE, 12' DIAMETER, 23.5' LONG, FLAMM AT ONE END WITH A 11. ADJUSTABLE COLLAR - STAINLESS STEEL. �+ ASSEIrBLEn wlPls ET)',l12TEAtr jawL -"M it" 1527-0 1 SINGLE WALL MCT T[E, I. TUCT, ASSENHLY. qs EOVl1213A04,77 2.43 1 IIUGT ACCESS DIJRR WITH HANDLE k GREASE OWL, FOR LP' DUCT USE 13- DOUN. STAP-i_E55 ASSEMBLED WIRl4 O-S STEEL_ P1G EVW1204CZD Law -11354 all 1527.&9 1 SINGLE WALL DUCT OFF SET COLLAR - 12' DWIETER DUCT - 1/Z' PITCH. P17 MOdbt471_T 12a6 _t.a s 1&76 im%909 1 SINGLE VALL DUCT JV DIAMETER, 47' LONG, RAUIGE AT BOTH ENDS. STARLESS SrUL. FIB mV124BAJDKIT 12110 -0.0172 22.7E 1527.89 1 SINGLE WALL DUCT ADJUSTABLE, 12' OIAMETM 47.5' LORD, FLAMM AT ONE END WITH A 12' ADJUSTABLE COLLAR - STAINLESS STEEL. P39 M1245ASY um _24306 596 1527.89 1 SINGLE WALL DUCT 45 DEGREE ELBOV, 12' DUCT, ASSEMBLY. P211 ETIWi21171_1` iam -0.0029 3.11 IS27.S9 I. SINGLE WALL DUCT 12' DIAMETER, 7' LONG, MANDE AT WIN EMW_ STARLESS STEEL- Pei EDW1P12AJDKIT 12a0 -0.00P1 7,33 1527.89 1 SINGLE WALL CT ADJUSTABLE, 12' MAMETM HZ' LONG, FLAMM AT ONE END VITH A L2' DU ADJUSTABLE COLLAR - STARLESS STEEL P22 EUW12SUlRRA." 2176 1 DUCT SUPPT BRACKET KLT, 12' DUCT, USED FOR HANGING DUCT. 12 GA STEEL, CLEAN ZINC OR COATING - 2 RIGS, 4 BRACKETS, a HARDVATE BAG 2. P23 EDV1245ASr 1200 -IIA55 586 1527M 1 SINGLE WALL DUCT 45 DEGREE ELBOW, 12' DUCT, ASSENDLY. P24 EDWI247LT i2a0 -0A192 1970 1527.0 1 SINGLE WALL CMACT 12' DIAMETER, 47 LONG, FLAME AT BOTH ENDS. STARLESS STEEL. P25 EWI247LT km -W'R IVL79 152T-" 1 SINGLE WALL b T IC' 1nAMETER, 47` LONG, YLAMF AT OATH ENDS_ STAINLESS STEEL. P26 EUW124SAAMT I2a0 -DQ147 2174 1527.99 1 SINGLE WALL 1XKT ADJUSTABLE, It' WAMETDR, 47.5' LC«G. PLP'eA AT UKEND WITH A 12' ASSEMOLED W/P27 ADJUSTABLE COL -AR - STAINLESS STEEL. P27 ED4i912TP Lao 627 1e27$4 1 pL CT TO CURB iRAHSITIQi, 19 1/2' CORE TO LP'DUCT, V.GA PLO gMO2ED STEEL USED ON ASSEMBLED W/P26 null, OI25. 3G & 33. SYSTEUI AT PET -0,6942 0,00 Pali EXIVIESUBRASY 2,76 1 DUCT SUPPORT BRACKET ILIA, 12' nLICT, USED FOR HRNG0I3 DUCT. >Z GA STEEL, CLEAR LINE CDATII4G - 2 RINGS, 4 BRACKETS, a HARDLAIRE MG 2, E3N-?.WUPLUS 0.80 6 DUCT - 3m FIRE BARRIER 2000 PLUS SILICONE - USED AS SEALANT TO SEAL DUCT JOINTS, EOWI2GLASV e.9N 24 DUCT 'V• CLAMP WITH NEW DESIGN N GA BRACKETS, 12' TIUCT, ASSEMBLY. TOTAL WEIGHT Zf3S.$1 � o � mollecon•air HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 �9/28/21 HOOD PERMIT PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK DUCTWORK #1 SE VIEW ARCHITECT SE 8117 P�27 REGISTERED ARCHIT T P26 SCOTT A. B R STATE OF WASHINGTON P25 _ RECEIVED P3 01 F� P3 02 P24 9/29/2021 1al�Ax He.T Y AU I Pea CITY OF EDMONDS DEVELOPMENT P22 DERV IDES DEPAR I MEN I %9 P1B TITLE HOOD SPECIFICATIONS 11� Pl+i PROJECT NO. P'° 21026.00 gy 1 fl2 = P13 P34 Pla PIT DATE 'Pb SEPTEMBER 28, 2021 PROJECT NETWORK PATH ?7 P4 SHEET NU 2 P3 WHiI. xlle P2 JOB busted Yalle ONDS, VA, i LOC'A77ON EDHONDS, VA, 5■10 '021 "B 5094161 P1G 00 econar ■DATE 9/27/2021 JOA 50841GI 0 ❑RA Ala BY T �" �� n rG 9 ❑RAFN BY SCALE NEIT .O SCALE REV I SCALD' NOT TO SCALE