The URL can be used to link to this page

APPROVED BLD PLN RESUB 1-BLD2024-1449+Mechanical_Plan+12.13.2024_1.13.19_AM+4668301ABBREVIATIONS A L ACCES ACCESSORY LAN LOCALTAREA NETWORK ACH ABOVELCOUNTER HEIGHT LAM LAMINATE ACT ACOUSTICALICEILING TILE LAV LAVATORY ADA AMERICAN'S A WITH LB POUND DISABILITIESI ACT LT LIGHT ADJ ADJUSTABLE LRV LIGHT REFLECTANCE VALUE AFF ABOVESFINISHEDDFLOOR n q IVI AL ALUMINUM ALT ALTERNATE MAX MAXIMUM ARCH ARCHITECT URAL MDF MEDIUM -DENSITY AUTO AUTOMATIC FIBERBORAD AVG AVERAGE MFD MANUFACTURED & AND MFR MANUFACTURER @ AT MECH MECHANICAL B MED MEDICAL MET METAL BLDG BUILDING MIN MINIMUM BD BOARD MISC MISCELLANEOUS BLKG BLOCKING MLWK MILLWORK C MOIST MOISTURE MTD MOUNTED CAB CABINET MTL METAL CPT CARPET MW MICROWAVE CEM CEMENT ITIOUS MIR MIRROR CLG CEILING n� IV CLR CLEAR CONC CONCRETE NIC NOT IN CONTRACT CONT CONTINUOUS ATION NO NUMBER CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CH CHAIR N20 NITROUS OXIDE CTOP COUNTERTOP 0 CTC CENTERCTONCENTER CW COLD WATER OC ON CENTER D OVHD OVERHEAD OP OPERATORY DBL DOUBLE P DEMO DEMOLITION DEPT DEPARTMENT P PAINT DET DETAIL PNL PANEL DF DRINKINGNFOUNTAIN PORT PORTABLE DIA DIAMETER PREFAB PREFABRICATED DIFF DIFFUSER PLAM PLASTICILAMINATE DIM DIMENSION PLAS PLASTER DISP DISPENSER PLYWD PLYWOOD DIV DIVISION R DN DOWN DR DOOR RAD RADIUS DW DISHWASHER RCP REFLECTEDACEILING DWG DRAWING PLAN DWR DRAWER REF REFRIGERATOR E REO REQUIRE(D)(MENT) REINF REINFORCED) ELEC ELECTRICAL (ING)(MENT) ENGR ENGINEERED) REV REVISION ENTR ENTRANCE RM ROOM EO EQUAL RO ROUGHLOPENING EQUIP EQUIPMENT RP RESINBPANEL EXIST,E(E) E STING RR RESTROOM EXPS EXPOSED) EXT EXTERIOR F SCR SCRIBE SECUR SECURITY F FIXED SF SOUARETFEET FAB FABRIC SIM SIMILAR FE FINISHEDIEND SPECS) SPECIFICATIONS) FIN FINISH SS SOLIDBSURFACE FPLC FIREPLACE STD STANDARD FR FIREPRAT ING ED STL STOOL FRMG FRAMING ST STONE FLR FLOORING) STRUCT STRUCTURAL FCIC FURNISHED &INSTALLED BY CONTRACTOR SURF SURFACE SV SITETVERIFY FO10 FURNISHED &INSTALLED BY OWNER FURNISHED BY OWNER INSTALLED BY CONTRACTOR SYS SYSTEMS) SLB SLAB FDIC STN STAIN T FURN FURNITURE FS FLOOR SINK TIL TILE FRP FIBERGLASS REINFORCED PLASTIC TBD TO BE DETERMINED G TEX TEXTILE THK THICK GA GAUGE TI TENANT IMPROVEMENT GL GLASS TgL TABLE GWB GYPSUMEWALL BOARD TRANS TRANSPARENT GYP GYPSUM TYP TYPICAL GR PRINTED GRAPHIC TV TELEVISION H TR TRIM U HD HEAD HDWD HARDWOOD UTIL UTILITY HDWR HARDWARE UNO UNLESS NOTED OTHERWISE HM HOLLOWOMETAL \ � V HORIZ HORIZONTAL HR HOUR VAC VACUUM HW HOT WATER VERT VERTICAL HT HEIGHT VFY VERIFY HVAC HEATING,AVENTILATING, VIF VERIFYAIN FIELD ANDTAIR,CONDITIONING VIN VINYL � W INFO INFORMATION W WITH INSUL INSULATION WC WATERYCLOSET INT INTERIOR WB WALLIBASE J WD WOOD WH WATERAHEATER JAN JANITOR WOD WASHERCLODRYER K WAO WITHOUT WT WEIGHT KIT KITCHEN WP WEATHER PROOF +46" INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. PROJECT STATISTICS SITE ADDRESS: 23423 HIGHWAY 99 EDMONDS, WA 98026 PARCEL NUMBER: 00576700002801 USE CODE: 599 OTHER RETAIL TRADE NEC LAND SQ FT : 0.08 ACRES BUILDING USE: MIXED USE RETAIL NEIGHBORHOOD CODE: 5604000 TOWNSHIP: 27 RANGE: 04 -SECTION 31 - aTR: NE PROJECT AREA : 1401 SQ.FT. CONSTRUCTION TYPE : V-B #OF STORIES : 2 PRESENT USE : M-MERCANTILE PROPOSED USE : B-COMMISSARY KITCHEN (NOT MORE THAN 2,500 SQ.Ff.) SPRINKLERS : NO CONSTRUCTION COST: $30,000 APPLICABLE CODE 2021 WASHINGTON BUILDING CODE (IBC) 2021 WASHINGTON EXISTING BUILDING CODE (IEBC) 2009 ICC-A117.1 2021 INTERNATIONAL FUEL GAS CODE (IFGC) 2021 WASHINGTON STATE ENERGY CODE (WSEC) 2021 WASHINGTON MECHANICAL CODE (IMC) SCOPE OF WORK HOOD INSTALL 6'-0" COMMERCIAL KITCHEN -TYPE I APPROVED BY P ANNING INSTALL 6'-0" COMMERCIAL KITCHEN -TYPE I Dec 1 2024 INSTALL 6'-0" COMMERCIAL KITCHEN -TYPE GREASE HOODS, EXHAUST FAN, MAKE UP AIR UNIT, &RELATED DUCT WORK FOR FANS. � � � � � � � ' 1 . • . . � .. 1 � � [ 711[4�1�11l�� NA =LONG BAI TYPE 1 HOOD E- �,I IAc�d�-5259 23423 HIGHWAY 99 DESIGN TEAM: CA (:I��EnIeN STUDfO COMMISARY KITCHE 90 sE 1.,�L��`��0�'ate 12/ 18/2 024 CONTACT: NO N�I�IilJding Official ; �(�(/ TE : 2�6-322-43 3 -------------- � ermlt Dumber B L D2024-14 II - nlncnr.oTr.NCTI Inln r.nnn �9 E- �..�........� ....,......._.._ .� ,,.......--------- --- DRAWING INDEX MKO PROJECT INFORMATION MK1 SITE PLAN MK2 FLOOR PLAN /HOOD PLAN MK3 : ELEVATION: TYPE I HOOD 6 -0" (KH-1)(KH-2)(KH-3) MK4 : FIRE WRAP SPEC SHEET MK5 : HOOD /EXHAUST FAN / MUA FAN SPEC SHEET �ALLWGrtKSUBJECT APPROVED IINSP CTIONFOR '�'�LANS MUST BE � GODE COMPLIANCE ON .�7B SITE ��/ �v , / V� � � _ Q� � ��' Qom/ _ �o �Q- � Oo O � �O / Oh � � � / � � � �N • � � �v per. �°°02� � �Q� � p /�� pFR�,� ,Q � l /NF /Q� �. - _ - _ i � � - _ � _. .,� � +tom _� ,II i � SITE PLAN + 73215 ,� N 233rU St SW i � � I i Pt a_ n a �� , h m � Qx 233U8 Q � it +� ��' � C 3 U � � � _ —.� _._. ..ao. ! I 233?1 � i I I p. M Mo �., M I � J332a m m �' � � -._._._..z __ 11 :�. _- 234th St SW m 13425 VICINITY MAP � M t0 N � 8123 '`o ry 236th St SW 99�� 0 N -,".1r� 7S2'9 Z3207 ��as 1� �� 233n� 1� �t�� N 23329 � 1 �, 134th St SW �� .J T %T�0 ti ti r- a� � �r��8 _ �t - N - L � q' 77GG SITE LOCATION c c� N =_ �._ - i� E S I N N S T g I Q 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: PERMIT@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE: COVER SHEET REVISIONS: 1 MECHANICAL PERMIT N0.# BLD2024-1449 DATE: 11 /14/2024 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# CS1 A � E� I� N � T� I� ROOF PLAN SCALE : 1 /4" = 1'-0" e. �� PROPERTY LINE ,, � � � � � � � � a J w a � � O � � � a s � ; ♦ � i � ♦ � i � � � � � � � i � � i � � i � � � � � � � • � � � � � �� i� � — i � � �� i :� ------------------- 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: PERMIT@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE: ROOF PLAN REVISIONS: MECHANICAL PERMIT N0.# BLD2024-1449 DATE: 11/14/2024 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# MK1 39'-4" 7' �, �� 4'-8" �, 10'-8" z �" it J 2 X �� T 33 � � � � � � c.� �' ' � � > = 33 _ � � � w� � ,� 2 X cry 67" � w r � I � � z ' — — — � — J 33 � I i I o RICE 4RMFR TEA DISPENSER TEA DISPENS R 2' �/ � - � R 26 � / \ BL FI 25 UNDERCOUNT R 27 28 U"JDERCOUNT�R 30 COOLER 24 DUMP � WATER __ SINK N 29 DISPENSER , T M 15 J a a 39 0 � � � W r- � I 005 � 2 T TT� V, T I I I I. 5'-6" 10 ELECTRICAL PANEL SHELVING 30" X 36" 20"X54" 4��"-- 4 0 a oo� �� _� W � oc� �' X o w w J =zZ \ 31 3' 11'-2" 18" BARRICADE ABOVE VEG SINK SINK SURFACE 1 COMP. SINK 1 COMP. MEAT SINK 002 lIX3 ORK TAB � "; 24 X i e '• O F. � 00 �� Y x O `'' 41 �� PREP AREA � 16 - � � � � Oo c� cn z 20 21 WASH AREA 22 � �� . 1I �.■u7�CJ� -_ -- �—,_j', � _� � �'' � � - ` 3 DR. SANDWICH � i z � � M POS 14 COOLER 72" z i � HS. �- w � - - 11 o COOKING LINE 13 . � T - w � 1 D R. �„� :— SANDWICH 1 � F 1 COOLER STOCK P T - - 7 NOnnl E U � STEAMER �� l "- � FS 3'-11 " � � � WOK 6 6 FF 67"TURNING RADIUS � - _ `�� 12 0 8 � �� 1 1 � �I o_ I � � � � � C� EXIT � ,� �,- - - - - , � - - , 10'-2" �� INSTALL MAXIMUM SHELVING 18"X48" C9> J i � i � i 3 DR. SANDWICH COOLER 72" 13 // NEW SHORT WALL 48" AF .1 ,� 5 � R R14 N 4� hil(;t COOKER ,- � 0 - GRIDDLE , O -- -- - ---I 6�_4�� CLASS I HOOD 9' BY OTHERS 9' CLASS I HOOD 9' BY OTHERS 9' 24'-10" OCCUPANCY LOAD SIGN A SIGN THAT READS "THIS DOOR TO REMAIN INSTALL ACCESSIBLE EXIT SIGN UNLOCKED WHEN THIS SPACE IS OCCUPIED". AIN ENTRANCE r - MAIN LEVEL FLOOR PLAN yr.= SCALE : 3/8" = 1'-0" HOOD PLAN SCALE : 3/8" = 1'-0" REQUIRE POWER FOR RPBA TO COMBUSTIBLES OF NOT LESS THAN 18" 3 SIDED STA NEESS STEEL 16" H IGHT SPLASH GU RD 00 T T EXHAUST DUCT OVERLAY. TYP. 2 LAYERS FIREMASTER FASTWRAP 1.5" THICK STEEL BANDING 2" WIDE FIRE WRAP MATERIAL: PRODUCT: MORGAN FIRE WRAP. SEE SPEC SHEET ON MK4 1 FIRE WRAP OVERLAY DETAIL SCALE N.T.S. 10' MIN. TO ANY AIR INTAKE AND PROPERTY LINE IN ANY DIRECTION; 10'MIN. FROM SAME OR ADJACENT BUILDING. .� �. �P� Gj� w 2 P� `� (� ��` THREADED o - CABLE N HINDGE � o BRACKET z . _ ROOF CURB � 3"X3" ANGLE SUPPORT Z `�. + + ROOF LINE EXISTING SHAFT TO ROOF TOP MIN. 2 HR FIRE RATED CHASE AS REQUIRED WELDED GREASE DUCT 16 GA. STEEL MIN. GREASE ACCESS DOOR CODE CLEARANCE 6" MIN CLEANOUT 8"X12" (ONE PER 10' @EACH TURN) 2 EXHAUST FAN @ROOF LEVEL SCALE N.T.S. HOOD INFORMATION MAX TOTAL EXHAUST PLENUM TOTAL HOOD gRAND MODEL LENGTH COOKING TYPE APPLIAN DESIGN EXH SUPPLY HOOD WEIGHT RISER (S) N0. CE DUTY CFM/FT CONSTRUCTION WIDTH LENG HEIGHT CFM TEMP CFM CFM 430 SS WHERE KH-1 CAPTIVE-AIRE 5424ND-2-PSP-F 6'-0" 700 DEG I HEAVY 250 1500 72" 54" 24" 1500 EXPOSED 317 LBS KH-2 CAPTIVE-AIRE 5424ND-2-PSP-F 6'-0" 700 DEG I HEAVY 250 1500 72" 54" 24" 1500 430 SS WHERE 317 LBS EXPOSED 430 SS WHERE KH-3 CAPTIVE-AIRE 5424ND-2-PSP-F 6'-0" 700 DEG I HEAVY 250 1500 72" 54" 24" 1500 317 LBS EXPOSED FAN EQUIPMENT SCHEDULE UNIT BRAND NAME MODEL CFM (REQUIRED) HORSE POWER S.P. ELECTRICAL (VOLTAGE) (PHASE) WEIGHT EXHAUST FAN #1 DAYTON 5PV07 3703 1 0.75 (115/208-230)/(1 PH) 12g EXHAUST FAN #2 DAYTON 5PV07 3703 1 0.75 (115/208-230)/(1 PH) 12g EXHAUST FAN #3 DAYTON 5PV07 3703 1 0.75 (115/208-230)/(1 PH) 128 MUA FAN INFORMATION UNIT BRAND NAME MODEL CFM (REQUIRED) HORSE POWER S.P. ELECTRICAL (VOLTAGE) (PHASE) WEIGHT MAKE UP AIR #1 ESSICK AIR PRODUCTS 2YAE4-4UU13 3703 1/2" 1 (115-230)/(1 PH) 269 MAKE UP AIR #2 ESSICK AIR PRODUCTS 2YAE4-4UU13 3703 1/2" 1 (115-230)/(1 PH) 269 A � E� I� N � T� I� 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: PERMIT@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE: FLOOR PLAN/ HOOD PLAN REVISIONS: 1 MECHANICAL PERMIT N0.# BLD2024-1449 DATE: 11 /14/2024 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# MK2 //i • 1"LAYER OF INSULATION FACTORY INSTALLED IN INTERNAL BACK STANDOFF. MEETS 0 INCH REQUIREMENT FOR CLEARANCE TO COMBUSTIBLE SURFACES. O T 14" U.L. LISTED SCREW IN COMPACT FLUORESCENT BULB 48" 14" O T 14" U.L. LISTED SCREW IN COMPACT FLUORESCENT BULB 14" 0 � O _�� 24" 24" 48" 72" 72" PLAN VIEW -HOOD #3 PLAN VIEW -HOOD #2 6'-0" LONG 5424ND-2-PSP-F 6'-0" LONG 5424ND-2-PSP-F 0 0 14" U.L. LISTED SCREW IN COMPACT FLUORESCENT BULB 14" 48" 24" 72" PLAN VIEW -HOOD #1 6'-0" LONG 5424ND-2-PSP-F � o QTY 3-DROP-IN PERFORATED SUPPLY PLENUM DUFFUSER D( I_PSP) 12° 23 11/16" FEATURES: STAINLESS STEEL PERFORATION AND TRIM REMOVABLE PER PERFORATION FOR PLENUM CLEANING DOUBLE PERFORATION FOR EVEN AIR DISTRIBUTION 6 1/16" 4, 1/2" THICK INSULATION ON EXTERIOR TOP AND SIDES APPROX. WEIGHT = 20 LBS. �� BUILT INSTALLATION NOTES: ® ACCORDANCE WITH INTENDED FOR INSTALLATION IN LAY IN (DROP) CEILINGS C US �rai� No P 6 INSTALL SLIDING RADIAL DAMPER ON TOP SIDE OF COLLAR - <ISTE� D�I�C��C��3 22"X22" DOUBLE LAYER PERFORATED STEEL 1/2" - 13 TPI 1/2" - 13 TPI 1/2" - 13 TPI FULL LENGTH SUPPLY PLENUM GRADE 5 (MINIMUM) HANGING ANGLE GRADE 5 (MINIMUM) HANGING ANGLE GRADE 5 (MINIMUM) STEEL HEX NUT (HARDWARE BY INSTALLER) STEEL HEX NUT (HARDWARE BY INSTALLER) STEEL HEX NUT 1/2" GRADE 5 1/2" GRADE 5 (MINIMUM) STEEL (MINIMUM) STEEL FLAT WASHER FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL -THREAD, 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER FULL LENGTH HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL -THREAD ;' 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2" - 13 TPI 1/2" GRADE 5 GRADE 5 (MINIMUM) (MINIMUM) STEEL STEEL HEX NUT FLAT WASHER SUPPLY PLENUM HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR SUPPLY PLENUM) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER I ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2 - 13 TPT GRADE 5 (MINIMUM) HANGING ANGLE MUST BE SUPPORTED WITH 1/2 - 13 TPT GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH GRADF 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) 1/2" GRADF 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS MAINTAIN 1/4" OF EXPOSED ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4" EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL -THREAD 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2" GRADE 5 1/2" - 13 TPI (MINIMUM) STEEL GRADE 5 (MINIMUM) FLAT WASHER STEEL HEX NUT �� 10' MIN. TO ANY AIR INTAKE AND �� 10' MIN. TO ANY AIR INTAKE AND �� PROPERTY LINE IN ANY DIRECTION; 10'MIN. 10' MIN .FROM ANY HAZARDOUS OR PROPERTY LINE IN ANY DIRECTION; 10'MIN. 10' MIN .FROM ANY HAZARDOUS OR FROM SAME OR ADJACENT BUILDING. NOXIOUS CONTAMINANT SOURCE FROM SAME OR ADJACENT BUILDING. NOXIOUS CONTAMINANT SOURCE MAKE-UP MAKE-UP = AIR UNIT (MAU-2) = AIR UNIT (MAU-1) c.� — c� INSULATE OSA DUCT = EXHAUST FAN EXHAUST FAN = EXHAUST FAN PER 2021 WSEC � #3 - #2 � #1 MAKE UP AIR DUCT IS � � 14" AWAY FROM ANY o � /��, o COMBUSTIBLE SURFACE � � � - `�'' ��' � z � ROOF � � SHUTOFF DAMPERS � � SHUTOFF DAMPERS DRYWALL CEILI G 7'-8" A.F.F. 4X4 DF#2 WOOD BEAM � SPAN BTWN ADJACENT ROOF JOIST, CONNECT TO ROOF JOIST WITH SIMPSON ML24Z, EA SIDE, EA END 1/2" THREADED STEEL ROD, W/OVERSIZED WASHER PLATE 3/8" X 2" SQ ON TOP o0 OF 4X TYP (3) PLACES � FLOOR FINISH 0'-0" A.F.F. 2 n _� � I�� I � � � � � I 14"X14" � 14"X14'� — �14 4" � 14' 4" CLASS I HOOD 6'-O" CLASS I HOOD 6'-O" . �� 00 00 ELEVATION 22 GA. S.S. OVER NON-C MBUSTIBLE WALL AS FLASHING. 18" MIN. OVE EXHAUST HOOD TOP AND SIDE DGES 4 2 BURNER ❑0� ��0❑ DEEP FRYER SS N ODLE STEAMER O O O O � �� I I I I I I I � 1 �_6�� 14" 4" � 14" 14" � CLASS I HOOD 6'-O" WOK � O� L MAKE UP AIR DUCT IS 14" AWAY FROM ANY COMBUSTIBLE SURFAC INSULATE OSA DUC� PER 2021 WSEC STOCK POT ��Q��Q�� O O 8 10' MIN .FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE MAKE-UP AIR UNIT (MAU-2) ROOF MAKE UP AIR DUCT IS 14" AWAY FROM ANY COMBUSTIBLE SURFACE DRYWALL CEILING 7'-8" A.F.F. NON-COMBUSTIBLE SUSPENDED CEILING SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ATTACHING PLATES SCREW IN COMPACT FLUORESCENT BULB, L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE � FLOOR FINISH o�-o n.F.F SECTION STEEL HANGING WIRE MINIMUM 2 PLACES, DIAGONAL CORNERS (BY OTHERS) VERTICAL THROW DATA CPt) CFM T150 T100 T50 600 1�25' 3,00' 7,75' 500 0,50' 2,50' 6,25' 400 --- 1,25' 4,50' 300 --- --- 3,75' 200 --- --- 0,50' HOOD CORNER HANGING ANGLE (HARDWARE BY INSTALLER) HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT I� E� I� N � T g I� 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: PERMIT@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2 - 13 TPT GRADE 5 (MINIMUM) ELEVATION/ SECTION ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADF 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH DETAIL HOOD USE ANCHORS AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. �� 10' MIN. TO ANY AIR INTAKE �� AND PROPERTY LINE IN ANY DIRECTION; 10'MIN. FROM SAME OR ADJACENT BUILDIN . --� /� I � I 14X14" i� EXHAUST N #1 BALANCE DAMPERS COOK NG EQUIP E T 1 �_9�� 2'-3" Evlslolvs: NOTE: EXHAUST FAN AND MAKE UP AIR 1 MECHANICAL SHALL BE INTERLOCKED FOR SAME TIME OPERATION PER SECTION 508.1.1, 2021 IMC PERMIT N0.# BLD2024-1449 2021 INTERNATIONAL MECHANICAL CODE DATE: 11/14/2024 508.1.1 MAKE UP AIR TEMPERATURE. THE TEMPERATURE DIFFERENTIAL BETWEEN MAKEUP AIR AND THE AIR IN THE CONDITIONED SPACE SHALL NOT EXCEED 10°F (6°C) EXCEPT WHERE THE ADDED HEATING AND COOLING LOADS OF THE MAKEUP AIR DO NOT EXCEED THE CAPACITY OF THE HVAC SYSTEM. 20" CAPTRATE SOLO 1 HANGING ANGLE 1" LAYER OF INSULATION FACTORY INSTALLED IN 3" INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. FURRED OUT METAL STUD WITH NO COMBUSTIBLES IN WALL. NO PLASTIC PIPING AND WIRING IT IS THE RESPONSIBILITY OF THE ARCHITECT/ OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP GAS CHASE CUTOUT (FOR GAS AND POWER LINES) LEFT VERTICAL END PANEL WITH ADJUSTABLE LEGS #2 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: 4�� SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# M K3 SCALE : 3/4" = 1'-0" SCALE : 3/4" = 1'-0" A � E� I� N � T� I� 2 HR. FIRE WRAP SPEC SHEET 11Morgan CAdvanced Materials Datasheet Code US: 714-236 2014 Thermal Ceramics is a business of Morgan Advanced Materials ��pSSIFI�o ICC V � �� L � G7 LISTED �.>�ya�.�rs; e Commonly referred to test methotl CA S ection 01350 is CDPH Stantlard Method for the Testing antl Evaluatlon of Volatile Organic Chemi[al Emissions from Indoor Sources Using Erriironmental Chambers Version 1 t, Feb 2010 Grease Duct Enclosure System Air Ventilation Duct Enclosure System Product Data &Installation Guide 1. Product Description Thermal Ceramics FireMaster® FastWrap XL is a flexible blanket composed of high temperature fibers classified for applications to 2192°F (1200°C) and fully encapsulated in a durable glass fiber reinforced foil facing for easy handling and installation. Thermal Ceramics FastWrap XL is UL and ULC Listed for 1 and 2 hour fire resistive enclosure protection, zero clearance for kitchen exhaust ducts, electrical circuit protection, and as a component in UL firestop designs for fire resistance rated floors, ceilings, and walls. The core fibers in FastWrap XL are manufactured using Thermal Ceramics patented Superwool®fiber which is an alkaline -earth silicate wool with low biopersistence and therefore increased safety for installers. FastWrap XL is under UL's Follow -Up Service Program to ensure the consistent quality essential to this life -safety application. FJRf�gSTER Product Features • Thin and Lightweight at 1-1/2" (38mm) thick, 6 pcf (96 kgJm3) density • Contours easily to complex duct designs • Grease duct installation UL and ULC Listed with butt joints at all seams on both layers • Fully foil encapsulated for fast and clean installation • Contains 2192°F (1200°G) rated fibers • Microbial Resistance validated by UL Environment • Good sound absorption • Compliant to IMC, NFPA 96, UMC, CMC, CNBC 2. Applications • 2 hour enclosure and firesto s stem for kitchen p Y exhaus duct • Zero clearance to combustibles • 1 2 and 3 hour enclosure and firesto s stem for p Y hazardous exhaust ducts, pressurization ducts, clothes dryer exhaust ducts, trash and linen chutes, and other fire rated HVAC ducts • 1 hour electrical circuit inte rit rotection 9 YP • Engineered and tested solutions for fire protection of structural steel and storage vessels per ASTM E119, ISO 834, and UL1709 3. Specifications -Division 23 07 00 (or 15080J CSI Spec and AutoCAD available online, www. arcat.comisd/clients/thermce r. html. Thermal Ceramics FireMaster FastWrap XL is a flexible high temperature insulation rated to 2192°F (1200°C) that is fully encapsulated in FSP facing. The duct enclosure system shall be listed by UL and /or ULC per ASTM E 2336, CANIULC 5144 and ISO 6944 for 1-, 2- and 3-hour rating and zero clearance to combustibles, and tested per ASTM E84 for a flame! smoke rating less than 25/50. Insulation shall have a nominal thickness of 1-1/2 inches (38 mm) and density of 6 Its/ft3 {96 kg/m3). Insulation shall have a R-Value of 7.3 at 75°F. Installation shall be in strict accordance to manufacturers published installation instructions, UL or ULC Listings, and shop drawings. FastDoorT"" XL shall be used for duct access where specified or as required by code. 11Morgan CAdvanced Materials 4. Physical Characteristics Product Unit Size Units/ Wt./ Ctn. Ctn. FastWrap XL Roll 1-1/2" x 24" x 25' 1 37.5 lbs. FastWrap XL Roll 1-1/2" x 48" x 25' 1 75 lbs. 5. Performance Specifications Reference Standard Standard No. Performance Grease Duct Enclosure gSTM E2336 Pass System Section 16.1 - Non -Combustibility ASTM E136 Pass Section 16.2-Fire Resistance ASTM E119 Pass (wall) Section 16.3 -Durability Test ASTM C518 Pass Section 16.4 -Internal Fire ASTM E2336 Pass Test Section 16.5 -Fire En ulfinent g ASTM E814/ (duct) E119 Pass ULC Grease Duct Test Pass Protocol Standard Methods of Fire Resistance Tests -Grease CAN/ULC Pass S144 Duct Assemblies Grease Duct Clearances UL 1978 Pass Air Ventilation Duct Enclosure ISO 6944 Pass Surtace Burning Characteristics ASTM E84 <25/50 Thermal Resistance ASTM C518 7.3 per layer (R-value @ 75°F) Mold Growth ASTM C1338 ULE Validated Low VOCs CA Standard ULE Validated 01350 f/Rf�gSTfR 6. Listings/Building Code Reports Listed Uses Agency Listing Layers Grease Duct Enclosure per UL G18 ASTM E2336 and AC101 (2006, 2 2009, 20121MC, NFPA96, ICC-ES ESR 2213 UMC, CMC) ULC Grease Duct Test Protocol ULC FRD 4, 7* 2 and CAN/ULC 5144* Grease Duct Insulation OPL TClBI 120-01 1 (2003 IMC) Through Penetration Firestop UL System per ASTM E814, See Figure 2 1 or 2 UL 1479 ULC UL HNLJ.V1, 1- or 2-hour Ventilation Duct 19, 29 Enclosure per ISO 6944-1985 1 FRD 3, 5, ULC 6, 18 3-hour Ventilation Duct UL HNLJ.V2 2 Enclosure per ISO 6944-1985 Electrical Circuit Protective UL FHIT.S 2 System 7. Storage Thermal Ceramics FastWrap XL must be stored in a dry warehouse environment on pallets. Pallets should not be stacked. 8. Installation Thermal Ceramics FastWrap XL shall be installed by a qualified contractor in accordance with manufacturer's instructions and laboratory design listings. Materials and Equipment • Thermal Ceramics FastWrap XL blanket • Aluminum foil tape •Glass filament reinforced tape {optional} • Carbon steel or stainless steel banding material, minimum 1/2" {13mm) wide, minimum 0.015" (0.4mm) thick, with steel banding clips • Hand banding tensioner and crimping tool • Minimum 12 gage (3mm} steel insulation pins; steel speed clips, minimum 1-112" (38mm) square or 1-112" (38mm) diameter, or equivalent sized cup -head pins; • Capacitor discharge stud gun • Thermal Ceramics FastDoorT"" XL • An approved firestop sealant vvww.morganthermalceramics.com www.morganthermalceramics.com 12:2014 Page 1 of 8 12:2014 Page 2 of 8 11Morgan 11Morgan ` CAdvanced Materials fJRF�t f STFR C Advanced Materials �AR��R Grease and HVAC Duct Enclosure System 1 or 2 Hour Shaft Alternative /Zero Clearance to Combustibles z r trz•' (set 3 Butt Joint /Butt Joint Typical 3 TWO LAYER INSTALLATION (Grease Duct perASTM E2336 and CANAJLC S144) Telescope Wrap Option Butt Joint Option Checkerboard Wrap Option SINGLE LAYER INSTALLATION OPTIONS (2-Hour rated HVAC Duct per UL HNLJ V-19) LEGEND 1 Two Layers of XL Insulation for ASTM E2336 and CAN/ULC S144 Grease Duct Enclosures One Layer of XL Insulation for 2-HourAir Ventilation Duet Enclosures 2 Steel bandin minimum 1/2" 13 wide b 0.015" 0.4 thick. 3 Tight butt joints (no overlap) at perimeter and longitudinal joints, both layers for grease ducts 4 Min. 3" 75) overla on erimeter and between ad'acent blankets 5 Optional 6" XL collar 6 Han ers -size de endent wei ht of assembl see datasheet Section G 7 Trapeze Supports -size dependent on weight of assembly (see datasheet Section G) 8 Steel Rectan ular or Round Duct size, a e and construction de endent er Listed Desi n The integrity of Thermal Ceramics duct sys�ms is limitetl to the quality of me instauation. X L001-10 vvvvw. mo rga nthe rmalceramics.co m 12:2014 Page 5 of 8 Commercial Kitchen Grease Duct Enclosure System Air Ventilation Duct Enclosure System Through Penetration Firestop Systems Pac XL Insulation continuous through rated wall assembly XL insulation terminated on both sides of the rated wall assembly XL Insulation continuous through rated floorfceiling assembly XL insulation terminated at the top and botto surface of the floorlcelling assembly Firestop Designs perASTM E814 / UL 1479 -Consult UL /ULC Directories for System Details UL Listing F- & T--Rahn 1 FloorMlall 2) Penetrant 3 Enclosure Per 4 Termination 5 Firesto Sealant Details C-AJ-7012 2-hour ConcretelCMU 84x24; 26 Ga Duct V19; FRD3; 5; 18 wra throw h 1/2 in: STI; Tremco C-AJ-7014 3-hour Concrete/CMU 84x24; 26 Ga Duct V2; wra throw h 1/2 in; STI; Tremco C-AJ-7019 1 or 2-hour Concrete/CMU 84x24; 26 Ga Duct V19; FRD3, 5, 18 terminate at 1/4 in; STI; Tremco C-AJ-7021 2-hour ConcretelCMU 49x24; 16 Ga Duct G18; FRD4; 7 terminate at 1/4 in; STI; Tremco C-AJ-7095 2-hour ConcretelCMU 39x39; 22 Ga Duct V19; FRD3, 5, 18 wra throw h 1/4 in; STI Hllti; Redorseal; Tremco C-AJ-7098 2-hour ConcretelCMU 49x24; 16 Ga Duct G18; FRD4; 7 wra throw h 1/4 in; STI; Hilti; Redorseal; Tremco F-C-7036 1 or 2-hour Wood/G Floor 24x72; 16 Ga Duct G18; FRD4; 7 wra throw h 1/4 in; STI; Hilti; Redorseal; Tremco F-C-7055 1-hour Wood/G Floor 4 Dia; 30 Ga Duct V29; FRD28 wra throw h 1/4 in; STI W-,Y7086 2-hour Concrete/CMU Wall 100x100; 26 Ga Duct V19; FRD3;5; 18 terminate at 1!4 in; STI W-L-7121 1 or 2-hour Wall 30x30; 16 Ga Duct G18; FRD4; 7 wra throw h 1/4 in; STI; Hilti; Redorseal; Tremco W-L-7145 1 or 2-hour Wall 100x100; 26 Ga Duct V19; FRD3; 5; 18 terminate at 5/8 in; STI The integrity of Thermal C eramics duct systems is limited to the quality of the instaEation, XL003 5 wvvw.morganthermalceramics.com 12:2014 Page 6 of 8 11Morgan CAdvanced Materials General Cut edges of the blanket shall be taped with aluminum foil tape to prevent exposed edges of the insulation absorbing grease and moisture in the event of a compromised grease duct joint or condensation. Overlaps andlor tightly butted joints are used to block heat transfer in the event of duct deformation resulting from thermal expansion. Filament tape is suggested to hold the blanket in place until steel banding or pinning is installed to permanently secure the blanket. A. Installation on Grease Duct per ASTM E2336 and CANIULC S144 (Figure 1) System requires two layers of insulation applied directly to the duct with tight butt joints at all seams on both layers. The first layer of insulation is cut to a length sufficient to wrap around the duct and provide a tight butt joint where the blanket ends meet. Adjacent blankets on the first layer are butted tightly together with longitudinal seams offset minimum 6" (150mm). The second layer of insulation is installed in the same method as the first layer, with seams between layers offset a minimum of 6" (150mm}. Banding and/ar pinning per Secticn D is used to permanently secure the insulation to the duct. B. Installation on HVAC Duct per ISO 6944 (Figure 1) System requires one layer of insulation applied directly to the duct with 3" {75mm) overlaps at all seams. The insulation is cut to a length sufficient to wrap around the duct and provide a 3" {75mm) overlap where the blanket ends meet. Adjacent blankets are installed to provide a minimum overlap of 3" (75mm). Banding andlor pinning per Section D is used to permanently secure the insulation to the duct. C. 2 8r 3 Sided Wra Installation Fi ure 4 P ( g 1 When space does not al low for a complete wrap applied to the duct on all four sides, the FastWrap XL is approved for 2 or 3 sided installations with mechanical attachment to a rated concrete or CMU assembly. (See Figure 4 for installation details.} D. Mechanical Attachment Methods 1) Banding (Figure 1) -Minimum 112" (13mm} wide carbon steel or stainless steel banding, 0.015" (0.4mm) thick, is placed around the entire perimeter of the insulated duct on maximum 10-1/2" (270mm) centers and 1-1/2" (38mm) from each blanket edge or 1-1/2" (38mm) from each collar edge when using the butt joint 11Morgan CAdvanced Materials F/Rf��7ER and collar method. The banding is placed around the blanket and tightened to firmly hold the FastWrap XL in place against the duct, but not cause any cutting or damage to the blanket. 2;M Pinning -Pinning on all sides of the duct may be used as an alternative to banding. For ducts wider than 24" (610mm} pinning is required on the bottom of horizontal runs, or on one side of vertical runs (in addition to steel banding). When applicable, 12 Gage (0.4mm) steel pins are installed on 12" (305mm) centers along the width of the duct and 10-1/2" (270mm) centers along the length of the duct. Pins that extend beyond the outer blanket layer shall be turned down or the excessive length cut off to prevent sharp edges. Shoot through pins {cup head pins) may be used in conjunction with steel banding to prevent blanket sag. E. Access Doors 1} FastDoorT"' XL (Figure 3) - FastDoor XL is a UL Listed, liquid tight duct cover panel supplied complete with a single layer insulation cover per UL Listing HNKT G18. The FastDoor XL is installed per included installation instructions. No field welding is required. 2} Field Fabricated Access Doors -Each access door assembly has four threaded rods 1/4 inch (6mm) in diameter and 5" (127mm} in length, with one welded to each corner of the door opening. Hollow steel tubes, 4-1/2" (114mm) long are installed outside the access cover plate and over the threaded rods. Four 12 gage (3mm) and 4-1/2" (114mm) long steel insulation pins are welded tD the access cover plate to allowfor installation of the three layers of FastWrap XL. One layer of FastWrap XL is cut to approximately the same size as the access panel, and impaled over the insulation pins on the panel. A second layer of FastWrap XL is cut so as to overlap the first layer a minimum of 1-1/2" (38mm}. It is essential that the first and second layer fit tightly against the surrounding wrap with no through openings. The third and outside layer should be cut to overlap the second insulation layer by a minimum of 1-1/2" {38mm). Minimum 1-1/2" (38mm) round or square insulation clips are installed on the insulation pins to secure the three layers of insulation to the access cover plate. All cut edges of the insulation shall be taped with minimum 3" (75mm) wide aluminum foil tape. Wing nuts and washers are installed on the four threaded rods, and tightened against the hollow steel tubes to seal the vvww. mo rg a nt h e rma I c e r a m i cs . co m 4 7�iri r�i4�ipiri ��ri ASTM E 2336 Compliant Enclosure and Door System FIGURE 3 1 UL listed FastDoor XL access anel 2 All Thread Rods and win nuts 3 Retainer Cli s with threaded nut and win bolts 4 Insulation layers as required by UL or ITS Listings 5 FastDoor XL: 1-1/2 inch thick sin le la er insulation 12:2014 Page 3 of 8 f/Rf��S7ER FastDoor XL1 Access Doors Sizes Available O enin Sizes Orderin Code 10" x 4" Door O enin *434-6970-033-99X1 10" x 6" Door Opening 434-6970-034-99X1 12" x 8" Door O enin 434-6970-035-99X1 12" x 12" Door O enin 434-6970-036-99X1 16" x 12" Door O enin 434-6970-037-99X1 20" x 20" Door O enin 434-6970-038-99X1 *S ecial Order; Curved and SS Available vvvvw.morganthermalceramics.com 12:2014 Page 7 of 8 11Morgan CAdvanced Materials access cover plate to the duct. F. Through Penetration Firestop System (Figure 2) - Whenthe duct penetrates a fire rated assembly an approved fire stop system must be employed. Figure 2 provides a complete list of UL /ULC firestop design listings which can be found in the Certifications Directory at wWw.ul.com for US systems and w1�/w.ulc.ca for Canadian systems. Prior to installing any firestop system the surfaces of all openings and penetrating items must be clean and dry. The FastWrap XL core blanket (or mineral wool where allowed by the firestop design listing) must be compressed into the annular space. The packing material must be recessed a minimum depth from the surface of the concrete or gypsum assembly. The recessed opening must be filled with a minimum thickness of an approved firestop sealant. The packing material type and compression, minimum recess {typically 1/4" (6mm)}, and approved firestop sealant and thickness {typically 1/4" (6mm}) shall be as specified in an approved UL !ULC firestop design listing. When there is not sufficient annular space around the duct to run the FastWrap XL enclosure system continuous through the fire rated assembly, the enclosure may terminate above and belowthe floor/ceiling assembly or on either side of a wall assembly as shown in Figure 2. When this method is used, the FastWrap XL must be mechanically attached on either side of the fire rated assembly using one of the attachment methods described in Section D, spaced a maximum of 1-112" (38mm} from the fire rated assembly. G. Support Hanger Systems 1j Grease ducts: Trapeze support hangers shall be spaced on maximum 60 in. {1500 mm} centers. Hanger rods or straps shall be anchored with steel drop in or wedge expansion type masonry anchors. No additional protection is required for hangers and supports meeting the requirements of the Table below. Hanger Cross Maximum Trapeze Support (or Section Perimeter, in (mm) equivalent Yield Strength), in mm 38 in (10 mm) threaded rod 148 (3759) Z (51) x 2 (51) x 'V8 (3) in angle 2) HVAC ducts: Trapeze support hangers shall be spaced on maximum 60 in. {1500 mm) centers. Hanger rods or straps shall be anchored with steel drop in or wedge expansion type masonry anchors. No additional 11Morgan CAdvanced Materials f/Rf{l'�s7fR protection is required for hangers and supports meeting the requirements of the Table below. Max. Perimeter, Trapeze Support (or Hanger Cross Section in (mm) equivalent Yield Strength), in (mm) 1 in x 16 gage strap 100 (2540) (25 mm x 1.5 gage strap) 1� in (6 mm) threaded rod 50 (1270) 1 X (38) x 1 h (38) x 3�16 (5) angle 38 in (10 mm) threaded 150 (3810) 1 Yz (38) x 1 � (38) x 3�16 (5) rod angle 12 in (12.7 mm) threaded 218 (5540) 2 (51) x 2 (51) x 'L� (6) angle rod 9. Maintenance and Repair No maintenance is required when installed in accordance with Thermal Ceramics C installation instructions. If damage is limited to the foil)facing, aluminum foil tape can be used to re air the foil facin If an area of blanket is p g found to be damaged the following procedure must be in- corporated. If the damaged area is larger than 8" (203mm) x 8" (203mm) the entire wrap section must be removed and replaced according to TC installation instructions. If the damaged area is small (less than 8" 203mm x 8" 203mm the dama ed area must be cut { ) ( }), g away and replaced with a new section 1" (25mm) larger in length and width than the cut out, such that the new section can be compressed tightly into the cut out area. All cut edges of the new section must be taped and sealed with aluminum foil tape. The new section must be held in place with either pinning or banding per TC installation i nstructions. 10. Limitations Thermal Ceramics FireMaster FastWrap XL shall be installed in accordance with these installation instructions and appropriate laboratory design listings. The integrity of FastWrap XL systems is limited to the quality of the installation. * For personal protective equipment recommendations, please see SDS. Thermal Ceramics, FireMaster, and FastWrap are trademarks of Morgan Advanced Materials. FireMaster products are manufactured by Thermal Ceramics and are distributed by authorized distributors. vvww.morganthermalceramics.com 12:2014 Page 4 of 8 f/RE�gS7fR Commercial Kitchen Grease Duct Enclosure System Air Ventilation Duct Enclosure System 1 Or 2 Or 3 Hour Shaft Alternative /Zero Clearance to Combustibles 2 and 3 Sided Wrap Detail forAttaching to Walls and/or Ceilings XL005-4 Note: Ducts must be independently supported per code LEGEND 1 Rated Concrete floor/ceilin , or wall -with rating equal or greater than enclosure rating 2 Two layers of XL Insulation for Grease Duct Enclosures (install per UL G18}) One layer of XL Insulation forAir Ventilation Duct Enclosures (install per UL V19) Two layers of XL Insulation for 3-hr Air Ventilation Duct Enclosure (install per UL V2) 3 Concrete fastener system 4 3/16" (5) thick x 2" (50) -3" (75) wide bar stock pertorated 12" (305) o.c. 5 8" (203} maximum Air Gap 6 Duct 7 Steel banding min. 1/2" (13} wide by 0.015" (t).4) thick. 8 Banding clip The integnry of Morgan Thermal Ceramics duct systems is limited to the quality of the installation. www.mo rganthe rmalceramics.co m 12:2014 Page 8 of 8 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: PERMIT@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE: CUT SHEET REVISIONS: / 1 \MECHANICAL PERMIT N0.# BLD2024-1449 DATE: 11 /14/2024 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# M K4 ��,�� Job Name: Mark: Exc/usive/y from Grainger Submitted By: Date:3/4/2010 Assembled Centrifugal Belt -Drive Upblast Exhaust Ventilator _ # Designed for use in restaurants, schools, commercial, and industrial applications to exhaust contaminated air from kitchen range hoods, up and away from the ��l �� .• roof. Leakproof, spun aluminum construction features a fully rolled windband for ' increased stability. ' •Aluminum backward inclined, nonoverloading centrifugal wheel design • Maximum inlet air temperature: 300° F • NEMA 1 junction box located in motor enclosure •Optional NEMA 1 and 4 disconnects available . �� . r. _ f •Regreaseable pillow block bearings �� • UL/cUL 705 Listed for Power Ventilators • UL/cUL 762 Listed for Restaurant Exhaust Appliances • Air handling quality bearings meet minimum of L10-10,000 hours Performance Characteristics 1.6 1.� 300 i.i � 254 i.0 W Mwc 'L �� _� � 154 �' a 0:1; � .� � 100 0.4 O.e - H:°N _. (}ka DFroity D.U75 Itl`'fC` ,�� ~h, ,� •" � ,- 921 f ,r _ ____ _ o.a� 10l]D 2pl]0 3000 4{)I70 13/a" 30" Sq. Construction Features Impeller Diameter (Typ.) 1.1; Impeller Type Impeller Material 1.4 Max Inlet Temp Bearing Type 1.2 Drive Package Description 1,0 Warranty Length �.� � m a.e 0.4 02 5000 0 cFnn IQ 113iD10 2�00 3aiO4 40Q0 5040 8a00 7000 s0aa m3lhr Air &Sound Performance Motor Information 18 1/2 in Backward Inclined Centrifugal Aluminum 300 °F Regreaseable Pillow Block Drives Assembled 1 Year Motor Item Number 4YU30 Voltage 115/208-230 Hertz (Cycle) 60 Hz Motor Phase 1 Motor Enclosure Open Dripproof RPM 1,725 rpm Components Component Description Item # Fan Description Exhaust Fan - Belt 1 8A139 Driver Sheave 1VL40x5/8 3X264 Driven Sheave AK56x3/4 3X789 Motor HP Max BHP Fan RPM CFM @ 0.000" SP 0.125" SP 0.250" SP 0.375" SP 0.500" SP 0.625" SP 0.750" SP 0.875" SP 1.000" SP 1.250" SP 1 1.04 1185 CFM 4477 4348 4224 4108 4005 3904 3703 3515 3336 2841 Sones 18.5 17.9 17.1 16.8 16.5 16.3 16.0 15.6 15.2 14.4 Performance certified is for installation type A: Free inlet, Free outlet. Power rating (BHP) does not include transmission losses. Performance ratings do not include the effects of appurtenances i accessories). The sound ratings shown are loudness values in fan sones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation type A: Free inlet hemispherical sone levels. The AMCA Certified Ratings Seal applies to Bone ratings only. Catalog 401, January 2010 Operating Range of Drive Package Turns Open FRPM @ 0 TO FRPM @ 1/2 TO FRPM @ 1 TO FRPM @ 1 1/2 TO FRPM @ 2 TO FRPM @ 2 1!2 TO FRPM @ 3 TO FRPM @ 3 1!2 TO FRPM @ 4 TO FRPM @ 4 1/2 TO FRPM @ 5 TO Approx. FRPM 1152 1115 1078 1042 1005 968 931 894 857 821 - Agency Compliance Dayton Electric Mfg. Co. certifies that the ventilators shown herein are licensed to bear the AMCA seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311 and comply with the requirements of the AMCA Certified Ratings Program. AMCA Sound &Air ULlcUL 762 amca GFRTIr1FD C UL US LISTED rtanna rounD E53236 ..s ..".r.". M H 12596 .. fOR MR pF/t ! tvd0 O[f ff CJpMt A � E� I� N � T� I� 9031 21 ST AVE SW L+�ap ora#ive Cooler, I�u cte d w�rive SEATTLE, WA 98106 • Evaporative Cooler, Ducted with I}rive, 4��0 FAX. 206.322.9177 �,:-�. CFIti/I, II�Iotor HP 1/2, �T oltage 115 �Z3�, 9.$�4.8 E-MAIL: PERMIT@CATCHSTUDIO.COM _=__'"' Amps, Side Discharge, H eight 34 1 �2 In width WWW.CATCHSTUDIO.COM - --- -��N _ r' �,� 34 1 �8 In, D epth 34 118 In, Duct Cep eni ng �� r � M r .� .r �� r�. =�� Length 17 3�4 In Duct (Jpening �74�i dth 1? 3�4 �� .� �� In, �4later Capacity 12.5 Gal, Operating �7�Teight =� �� RES U B �� 26g Pounds, Includes Single Speed 11�Iotor, �� • Drive and Driven Pulleys, Pump, And Rigid Evaporative Media Dec 13 2024 . �r �I'ainger �� A�31 DEVE OPMENT SERVICES Brand ESSICK AIR PRCDLTCTS DEPARTMENT IVIfr. Ilrlodel # �YAFF.�-�IUU13 Ship �7t�eight albs.} 178.3 PROJECT TITLE: Additional Inf© • Unassembled Evaporative Coolers • Pull hot clry air through vet pads, converting the hat air into a Gaol breeze through HIGHWAY 99 evaporation. • Environmentally friendly process uses tap water v�ith no added chemicals, and operates 23423 HIGHWAY 99 on less energy than condenser air conditioners. Rugged, rust- and corrosion -resistant, EDMONDS, WA 98026 bolted design for smooth, quiet, long service. Isouvers are easy to remove for service. Ducted units without drive motor include drive pulley and aspen fiber evaporative media; motor must be purchased separately. Single -inlet units v�ithout drive motor include rigid SHEET TITLE: evaporative media; motor and drive pulley must be purchased separately. • Uses: Provide indoor and outdoor cooling for most industrial, commercial, and residential settings. CUT SHEET Tech Specs • Item: Evaporative Cooler • Type: Ducted with Drive REVISIONS: . ��n� ��ao • Dmive: Belt 1 MECHANICAL • Speed: 1 • 1Vlotor HP: 112 PERMIT N0.# BLD2024-1449 • Voltage:115��30 • Amps: 9 �/4 8 DATE: 11/14/2024 • I}iSCllarg4: Side • Height (In.�: 34 -lI� • i�idth (In.): 34-118 • I}epth �In.): 34-1JS • Duct �p ening L ength (In.): 17 -3/4 • Duct �p ening width (ln.i: 1? -3�4 • Pad Thickness (In.}: � • water Cap achy (Gal.): 1 �.5 • G►p erating sleight (Lb s.): 269 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# MK5 RESUB Oct 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NT EAl�IAC'@f� 17614 NE 29th St: Redmond. WA 98052 REVIEWED BY CITY OF EDMONDS Tel: 425- 459-9697 DESIGN CALCULATIONS 23423 DELIVERY RESTAURANT 23423 HIGHWAY 99 EDMONDS, WA 98026 DATE: 10/05/2020 Existing Roof Design Loading: BLD2020-0760 ROOF TOP MUA AND EF MECH UNITS I�ROOF PLAN SCALE : 1/4" = 1'-0" 2 (E) ROOF JOIST MAIN E� CE ' MECHANICAL SCREENING SEE DETAIL 3 20'-6" (N)2x8 (DF#2) TO (E) CENTER THE UNIT TO ONE (E) JOIST WITH A (N) 2X8 JOIST SISTERED, TYP FOR ALL UNITS 4x4 PT SLEEPER x 2'-0" LONG, CENTER ON THE (N) JOIST, TYP FOR ALL UNITS. FAN EQUIPMENT SCHEDULE (9'-0" CLASS I HOOD) UNIT BRAND NAME MODEL CFM (REQUIRED) HORSE POWER S.P. ELECTRICAL (VOLTAGE) (PHAS WEIGHT EXHAUST FAN #1 DAYTON 5PV07 3703 1 0.75 (115/208-230)/(1 P 128 EXHAUST FAN #2 DAYTON 5PV07 3703 1 0.75 (115/208-230)/(1 P 128 MAKE UP AIR #1 ESSICK AIR PRODUCTS 2YAE4-4UU13 3703 1/2" 1 (115-230)/(1 PH) 269 MAKE UP AIR #2 ESSICK AIR PRODUCTS 2YAE4-4UU13 3703 1/2" 1 (115-230)/(1 PH) 269 Wood Beam DESCRIPTIO --None-- Project Title: Engineer: Project ID: Project Descr: DL = 12 psf LL = 25 psf CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set :IBC 2018 Material Properties Existing Roof Joist � 16" OC DeSlgn Forces: Analysis MethorAllowable Stress Design Fb+ Load CombinatilBC 2018 Fb - DL = 12 psf x 1.33' = 16 #/ft Wood Species Douglas Fir -Larch Fc - Prll Fc - Perp LL = 25 psf x 1.33' = 34 #/ft wood Grade No.2 F� Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling New Mech Units: Exhaust Fan Weight = 130 # Makeup Air Unit = 270 # See next page for the new 2x8 joist capacity check Applied Loads Beam self weight calculated and added to loads Point Load : D = 0.270 k @ 1.20 ft Point Load : D = 0.130 k @ 12.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb: Actual = Fb: Allowable = Load Combination Location of maximum on span = Span #where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 2x8 Span = 19.20 ft CENTER THE UNIT TO THE (2)2x JOIST AS SHOWN (2) 1/4" DIA GALV LAG SCREWS AT CORNERS, 2 1/2" MIN PENETRATIOf (E) ROOF JOIST � 16" o.c., FIELD VFY (N) 2x8 SISTERED TO (E) ROOF JOIST w/ (2)#12 SCREWS � 12" oc, STAGGER SECTION AT MECH UNIT Project Title: Engineer: Project ID: Project Descr: 4 PT SLEEPER x 0" LONG, CENTER �l THE NEW JOIST, SIDE OF THE UNIT 4" DIA GALV LAG BREWS, (3) EA SIDE. ✓ATERPROOF BY NCH. Software copyright ENERCALC, INC. 1983-2020, BuiId:12.20.8.24 I Wood Beam Software copyright ENERCALC, INC. 1983-2020, BuiId:12.20.8.24 I DESCRIPTIO --None-- 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi D(0;13) E :Modulus of Elasti Ebend- xx 1600 ksi Eminbend - x 580ksi Density 31.21 pcf Service loads entered. Load Factors will be applied for calculations. 0.75� 1 Maximum Shear Stress Ratio = 0.275 : 1 2x8 Section used for this span 2x8 737.74psi fv: Actual = 44.58 psi 972.00 psi Fv: Allowable = 162.00 psi D Only Load Combination D Only 11.982ft Location of maximum on span = 0.000 ft Span # 1 Span #where maximum occurs = Span # 1 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.664 in Ratio = 346>=180 0.000 in Ratio = 0 <180 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd CF/v Ci Cr Cm C t CL D Only Length = 19.20 ft 1 0.759 0.275 0.90 1.200 1.00 1.00 1.00 1.00 1.00 +0.60 D 1.200 1.00 1.00 1.00 1.00 1.00 Length = 19.20 ft 1 0.256 0.093 1.60 1.200 1.00 1.00 1.00 1.00 1.00 Overall Maximum Deflections Moment Values M fb F'b 0.00 0.81 737.74 972.00 0.00 0.48 442.64 1728.00 Load Combination Span Max. "-" Defl Location in Span Load Combination D Only 1 0.6644 9.740 Vertical Reactions Support notation :Far left is #' Load Combination Support 1 Support 2 Overall MAXimum 0.325 0.121 Shear Values V fv F'v 0.00 0.00 0.00 0.32 44.58 162.00 0.00 0.00 0.00 0.19 26.75 288.00 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS Vertical Reactions Support notation :Far left is #' Values in KIPS Load Combination Support 1 Support 2 Overall MlNimum 0.195 0.072 D Only 0.325 0.121 +0.60D 0.195 0.072 RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Spectral Acceleration (Short Period), Sos Component Amplification Factor, aP Response Modification Factor, Rp Component Importance Factor, IP Component Operation Weight, Wp Vertically Cantilevered System Component Height, z Average Roof Height, h z h 1+2h 0.4apSps � 1 + 2 zl Rpl/p hl 0.4apSpSWp zl FP = rzp � 1 + 2 hJ lIp FP (Max) = 1.6 SGs� Fp (Max) = 1.6 SDsIpWp: Fp (Min) = 0.3SDs� FP (Min) = 0.3SGsIpWP: Concurrent Vertical Seismic Force, +-0.2SGsWp� Seismic Design Force, Fp: Overturning Force Fp = 84 # Overturning Moment Mp = 84# x 2.5' = 210 #' Resisting Force W = 270 # Resisting Moment Mr = 270# x 3.25'/2 = 438 #' for loading combination: 0.6DL + EQ Net Tension Force T = (0.6 x 438-210)/3.25' _ +16.2 # >0 No net uplift occur. Provide (3) 1 /4" die lag screws to supporting roof member each side: Va=1.6x6x150#=1440#>Fp O.k. 0.842 2.50 6.00 1.00 270 Ibs Y 13.00 ft 12.00 ft 1.08 3.17 0.44 120.0 Ibs 1.35 363.7 Ibs 0.25 68.2 Ibs +-45 Ibs 120.0 Ibs 84.0 Ibs ASD ASCE 7-10 Table 13.5-1 or 13.6-1 ASCE 7-10 Table 13.5-1 or 13.6-2 ASCE 7-10 13.1.3 ASCE 7-10, 13.3-1 ASCE 7-10 Eq. 13.3-2 ASCE 7-10 Eq. 13.3-3 lWp Fp EF% :i o � '::::MAU `:: [<�� " Table 2.3.2 Frequently Used Load Duration 2.3.b Format Conversion Factor, Kr (LRFD Factors, Cn� Only) For LRFD, reference design values shall be multi- Lrtad Duration Cn Typical Design Loads Pcrmancnt 0.9 Dcad Load plied by the format conversion factor, Kf, specified in Ten yran 1.0 Occupancy Livc Load Table 2.3.5_ The format conversion factor, K,:, shall not Two months 1.15 Snow Load apply for designs in accordance with ASD methods Seven days 1.25 Construction Load specified herein_ p, Ten minutes I.6 W indFEarthquake Load rrl ° �' Impact 2.0 Impact Load 2.5.6 Reslstanoe Factor, � (LRFD Only) � ] Lund durauun t�cton shall not apply to n-ferertee modulus of dastret- ° ty, �, rcrerertce modulus af' clasticrh' for ixam end column swbiitty. C ° E ' :nor to rerrreocc eamprrs_cron perpendicular co grain design values, For LRFD, reference design values shall be multi- 3' �" F bastd an a dcformalinn limit. 2_ goad duracton rectors ereacer [hart l e shau rtoc apply m swectunl plied by the resistance factor, �, specified in Table 23.6_ �o members pressure -treated u;1h v<•ater-hnnre presrrvauves I.see Rater- The resistance factor, �, shall not apply for designs in tff once 3U1, or lire retard°nt chemicals_ The impact load duration Cactar shall mi apply 10 ernnrett�rts accordance with ASD methods specified herein_ � u s A� 2-S.S Temperature Factor, Ctt 2.S.T Time Effect Factor, i. (LRFD Only) N � c Reference design values shall be multiplied by the For LRFD, reference design values shall be'tttttlti- � temperature factors, C,, in Table 2.3.3 for structural plied by the time eli'ect factor, 7�, specified in Appendix. � members that will experience sustained expostre to ale- N_3.3_ The time of%ct factor, 1�, shall not apply tar de- � voted temperatures up to 150�F (see Appendix C)_ signs in accordance with ASD methods specified herein. � Z.S.4 Fire Retardate Trea�nent m � W m 'a The effects of fire retardant chemical treatment on � strength shall 6e accottnted for in the design. Adjusted design values, including adjusted connection design values, For lumber and structural glued laminated timber pressure -treated with fire retardant chemicals shall be obtained from the company providing the treatment and redrying service_ Load duration factors greater than 1.6 shall not apply to structural members pressure -treated with fire retardant chemicals (see Table 2.3.2). Table 2.3.3 Temperature Factor, G Reference Design In -Service Ct \"a 1 ucs �•toist u re Conditions` TSLDO°F 100°FaT5125°F 125°F<TS150°F F,, E, E,�,r �'ti'rt or Dry• LO 0.9 0.9 Dry 1.0 0_S 0.7 F6, F,., Fes, and F�l W`et 1.0 0.7 0.5 1 wet and dry sen'rce cardrtions roc sawn Irunher, strvchnal glued larmnated timlxr, prrfalutcated wood 1-lorsts, sttuehval ron�osiu ]umber, wood structtnul panets and crow-Lvnmettd timber arc specified in 4_t _4, 5. I.4, 7. l.4,1t:] .S. Sr.3.3, and IU.1.5 restrectrvety. wv w �� 9/22/2020 ATC Hazards by Location �� Hazards by Location Search Information gales lot °Sequim Marysville ° Address: 23423 Hwy 99, Edmonds, WA 98026, USA Whidbey Everett loJ Is 407 ft ' Coordinates: 47.7863871,-122.3409475 Elevation: 407 ft t �-2 Timestamp: 2020-09-23T05:42:28.380Z Redmond Seattle Hazard Type: Seismic � Reference ASCE7-10 C70 le 9 �''� Document: I.�n+ Map � Report a map error Risk Category: II Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.20 0.80 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 o.00 o.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Basic Parameters Name Value Description Sg 1.263 MCER ground motion (period=0.2s) St 0.493 MCER ground motion (period=l.Os) SMg 1.263 Site -modified spectral acceleration value SM1 0.743 Site -modified spectral acceleration value Spg 0.842 Numeric seismic design value at 0.2s SA SDI 0.495 Numeric seismic design value at 1.Os SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s Fv 1.507 Site amplification factor at 1.Os https://hazards.atcouncil.org/#/seismic?lot=47.7863871&Ing=-122.3409475&address=23423 Hwy 99%2C Edmonds%2C WA 98026%2C USA 1/2 Table iL3.1 AppiitcabilHy of Adjustment Factors for Connections CAln1D ASD and LRFD � D �'J o ^� � - � q 7 � 7 .1. - a �� =g � � z J y � - 8m ,� � � E K, � !.:[feral I.+t:1tf� Dowel -type Fasteners {e.g. bola, lag screws, wood screws, Z = Z x Cu C�,t C, C� C� - C� - C,,, Ct„ 332 0.65 ]` rolls, S IICfS, drift bolts. dt dfltl ILLS) Split Ring and Shear Plate P = P x Cu C„ C, Cs Ca Cd - C„ - - 3.32 0.65 h Connectors Q = Q x Cu Ctit C, C Ca Cd - - - - 332 0.65 k 1' = P x Cu CM C, C„ - - 3.32 0.65 � Timber Rivets Q = Q x Cu CM C, - 5 C,, - - C„ - - 332 0.65 h Spike Grids Z = Z x Cu Ctit C, - C,, - - - - - 332 0_fii h Withdrawal Loads Nails, spikes, lag screws, W� __ � x I Cu C.,1' C, - - - CeK - - C,,, 3.32 0.65 k wood screws, &drift pins ?. The wet service foctor, C'M. shall na[ apply to for -nails loaded m withdroRal Isee 12.5.4.1). 3. Specttic m(anneuan concemtng gearrtctry !actors C'.t, perteuettmt depth [actors C,,, rnd gram lectors, C,�, metal side plate factors. C"., dtaphrn�n factors, L'� attd toe-ntul lectors. C',,,, is provided m CMptcrs [2, !3, and lA. 4. I'he rnctnl srdc platy Factor, C'., !s only applrcd whrn rn�et capnerty (p„ i�,1 rnrrtmis (sac L'hapta l4 I 5 1'he geometry racier, C,, u only applied utlen woad capacity, t1,., cautuats !see Chapter 141 1iS.Z Load Duratlon Factor, Co (ASD Only) soned or partially seasoned, or when connections are exposed to wet service conditions in use, reference de - Reference design values shall be multiplied by the sign values shall be multiplied by the wet service fac- load duration factors, C„ <_ I.6, specified is 2.3.2 and tors, CM, specified in Table 11.3.3. Appendix 13, except when the capacity of the connec- tion is controlled by metal strength or strength of can- 11.5.4 Tellnpersture Fatcto�, Ct Crete+'masonry (see 11.2.3, 11.2.4, and Appendix B_3}_ The impact load duration factor shall not apply to con- Reference c(esign values shall be multiplied by the nections_ temperature factors, C„ in Table 113.4 for+conneetions that will experience sustained exposure to elevated 11.$.S Wet Serrfee Factor, C■ temperatures up to 150�F (see Appendix C)_ Reference design values are for connections in wood seasoned to a moisture content of T9'a/o or less and used under continuously dry conditions, as in most cov- ered structures. For connections in wood that is unsea- � �� 9/22/2020 ATC Hazards by Location CRS 0.987 Coefficient of risk (0.2s) CRC 0.952 Coefficient of risk (1.Os) PGA 0.51 MCER peak ground acceleration FpGA 1 Site amplification factor at PGA PGAM 0.51 Site modified peak ground acceleration T� 6 Long -period transition period (s) SsRT 1.263 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.279 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1 RT 0.493 Probabilistic risk -targeted ground motion (1.Os) S1 UH 0.518 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value (1.Os) PGAd 0.55 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liabilit for its accurac .The material resented in the re ort should not be used or relied u on for an s ecific a lication without com etent Y Y P P P Y P PP P examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lot=47.7863871 &Ing=-122.3409475&address=23423 Hwy 99%2C Edmonds%2C WA 98026%2C USA 2/2 Table 12K LA'O SCREWS: Reference Lateral Design Values, Z, for Single Shear ' � � (two memb'ar) Connecttons�'�* for sawn lumber or SCL with ASTM A653, Grade '33 steel side plate (for t,<1/4") or ASTM A 36 steel side plate (for t,=1/4") W (tabulated lateral design values are calculated based on an assun� lengtt�i of lag screw penetratiolt� p, into thle main member equal to 8D) V� � 8 " �' � �- e �i `� � ° R � l9i r'n � Z G � ti a 15 'J ��b o � � � O 0 � $ � v y'1 � 4 O, f _ � ` �. 4 �� .T � R 4 F � E • � O ri �i �� c5� ��8 S�� t�� d' �$ cau'9�3 �� t- � =11 Zl zf Zt zV Zl 2'r Zl ell ZJL �I Zl III o Zl lrl =1 � Zl zs Zl - n ,ri ba Itrs. k:s Itr3 IGe. I[r3 IbS. Ds. Ito. De. Itrs. ?rs. IIr3- FDs. Ds IGs. k�s Its3 2r9. Itxc _ D.075 1!4 1T4 13G 16D 12D 150 110 150 1?0 150 1G0 14G 100 14a ?QO 130 90 130 5�] 130 90 lid gage 5!16 220 7fiD 2C0 140 190 13'] 190 tYJ 790 130 18C' 1Z0 1�7 720 1T0 11D 170 110 160 100 3'8 224 1fiO 200 14G 200 13•] 190 130 1BD 12D 180 120 16l1 720 170 71D 170 10G 170 tOD 0.165 1!4 180 1ID 1T0 130 150 12i1 irt0 12'D 7B0 110 i5D 110 150 710 14D 70D 140 10G 4!0 90 112 gage 5!16 230 170 270 15G 200 144 244 144 190 130 19G 130 190 720 164 11 D 1 TO 1 1 G 170 414 3'B 230 irtD 210 140 240 140 240 134 240 130 19G iZ0 197 i20 180 11D 180 110 170 110 D.t70 1!4 194 750 180 130 1T4 120 170 124 16D 120 16G 110 16lJ 110 154 70D 150 10G 110 400 {17 gag!? 5!16 234 7T9 Z70 15G 214 149 240 144 240 140 19D 130 19] 130 164 12D 180 12G 180 114 3'B 244 17D 220 15G 210 140 2t0 144 200 130 ZOG 130 14] 120 184 71D 1tf0 11G 180 11D D.134 1!4 204 150 184 14G 11t0 130 774 130 778 12D 16G 120 !6] 110 156 11D 150 10G 150 t00 {16gage S'16 240 180 220 76G 210 150 2tD 144 200 140 20G 130 ZO] 130 190 120 180 12G 180 120 3'B 244 77D 27D 75G 220 14D 210 144 71D 140 20G 130 20�7 730 194 120 190 12G 1ti0 714 Q179 1!4 220 17D 210 15G 290 150 200 744 190 140 19G 130 190 730 180 12D 170 12C' 174 120 17 gage! 5,'16 254 190 24D 178 230 1B0 230 1ftD 23G 150 220 150 224 750 Z70 730 2G0 13G Z64 130 3'13 ZT4 190 250 17D 240 160 240 16D 23D 150 22G 1d0 220 140 210 130 2?0 13G 200 130 0.239 1!4 244 784 224 lti8 210 150 210 154 2.40 140 19G 160 19G 730 !ESO 120 16D 12C' 180 12rJ 13 gage! 5J16 304 220 264 1BD Z7G 180 250 184 260 170 25L' 150 254 16D 230 750 230 i5G 230 140 3'B 374 T20 284 19G Z?0 1237 270 1E•7 2d0 � 1TO 25C 150 25D 750 240 140 Z30 14C' 230 14t7 TJ1t3 dot 3911 � 28t1 384 244 370 2A0 23D 354 220 350 22D 334 2r14 330 2l]4 32➢ 194 1i2 670 5414 4711 90D 450 24] 450 2841 �.Z70 43G 2B0 i24 260 d04 2�D 4D0 23D 3+30 230 6tR 7T0 d84 710 1.9D ®O 4O0 880 100 984 fi4G 370 636 3t40 OD4 334 590 330 5$D ]7t1 3'4 171D 670 7024 59D 980 5d] 970 55a 950 � 530 92G 5]0 91�] 5a70 860 45G 850 45G 810 440 7'B 1510 B8D 7390 7H0 t339 737 1320 710 1280 89O 1250 650 1230 65O 1770 594 116t7 590 1144 574 1 194D 1100 7784 96D 4 9 1704 894 1650 B60 1640 820 1590 610 15OG Ti6 74b] 73L' 7464 714 1!4 1!4 244 780 22t1 16 Z10 150 210 154 ZOO 140 20G 140 190 130 180 12O 160 12G 180 120 5116 3�6 374 320 T20 22D 280 290 ZO '.9 270 280 1B3 1f9] T70 270 160 187 26D 27D 17O 1T'] 250 260 170 iv0 250 250 160 750 234 240 150 i5G 230 15G 240 140 230 230 144 1d0 T119 i64 S24 44D 2B0 42 420 26t1 470 25O 39D 2d0 394 Z30 3T4 224 780 214 3B0 214 112 580 390 SM 344 520 320 510 320 500 39D 480 290 186 290 1G0 270 450 28D MO 2l30 5!B 850 53O 784 478 750 44D 710 414 724 424 TOG 440 894 d0O 8fi0 37D 854 3BD 844 3li0 3'•1 120D T30 1107 64O 1060 600 1050 554 10Z0 570 99G 540 9�] 530 930 49G 920 480 9]0 47D T'fi 150D 934 1174 820 7114 774 74AC1 750 1364 724 1320 690 131G Edo 124D 63G '22] a2G 12W 600 1 2D►D 115D 1874 1040 7806 950 ]780 9YJ 1730 900 1b80 850 165D &70 157D 77C' i554 760 7530 740 1. 7obulated lateral design values,L, shall be mulLplrod by Rll appllcahle a.11ustrrtrnl factors (sce'1'able l 1.3. l ►. 2_ Tallulated lateral drsrgn velure, 1, are fix "rrduccd body drnmeter" lag screws leer Appetedre Tnhle L3l inserted in side grnu! with screw atils perp?end�rular to wood fibers; screw peoe�oii p, irta the main member equal to SD; dowel hranrtg strengths.. �„ of b 1,1350 psi roc AST.LS Abj3, tirHde 33 steel and 87,tllxl psi � far :LS1M A3b steel and screw brndmg yield strengths. 1=,,, at' 7U_Ut10 psi for D = [!4", G(l,tll)(i psi for b � 3i Ib', pod �15,WLt pet far b ?3/1t". �. Where the Ing sclnw penciintion, p, is less than SD bot not less than 411J, tabulated !mere! dcslgn values, L, shalt brmuMipbod Ley prBD or IaLeral desigrt values shill be ralculmerl using the lrrrrvrstarrs af' i 2.3 i'ar the reduced penetratwrt.' I 0 � `'' i. The length orlag screw- pe'�oetintion, p. trot inclrrdmg tltic length of the tapered up, E t sec Apprndl x "1'pble LJ'. ), of the la@ screw ttuo the morn member shall not be less than #D. See 1?. (.-t.6 formmtmum Irngth orpenetradon, per. RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3/a14 T _1 M N T DECK CONFIGURATION * ROOF MEMBRANE -PER ARCH. * %" T&G ROOF SHEATHING 8d AT 6" ALL EDGES & 9" AT FILLER * �' ROUGH SAWN PLYWOOD AT OVER HANG (E)OUTDOOR PATIO 44'-4" 40'-4" II II II III II II II II II II II II II II II II II II II II III II II ■I■I■_ I■I■I■I■I■II��!!■��!!■!■!■! 1 �!' of � � �� : A � ROOF FRAMING PLAN A SCALE : 1/4" = 1'-0" P.T. 2x8 2x6 TOP PLATE �— 2x6 w/ 16" SHEATHING ON BOTH SIDES (use P.T. Sheathing if required) (3) a"x3" SDS SCREWS AT TOP AND BOTTOM ROOF SHEATHING PER PLAN 8d AT 6" BLOCKING BETWEEN EACH / `" BOTTOM SIMPSON A-35 AT SIMPSON TIE H3 AT EACH 2'-112" JOIST (Ex) 2x- CONT. TOP PLATES HEADER PER PLAN (Ex) EXT. WALL SECTION /01 SCALE 3/4"=1'-O" NEW PARAPET STEEL ROOF PANEL g E S I is N S T g N '� 44'-4" 9031 21 ST AVE SW 2' 40'-4" 2' SEATTLE, WA 98106 TEL. 206.322.4323 �o _ FAX. 206.322.9177 T �, E-MAIL: PERMIT@CATCHSTUDIO.COM ' ' ' � � WWW.CATCHSTUDIO.COM 0 T _, N N EXISTING SIDING BUILDING ELEVATION -NORTHWEST SCALE : 1/4" = 1'-0" STEEL ROOF PANEL 26'-1" 4'-6" 4' 17'-7" ---- -------------------- T— —� I � I � "' I I T 3' HARDIE BOARD EXISTING SIDING BUILDING ELEVATION -SOUTHWEST SCALE : 1/4" = 1'-0" NEW PARAPET BUILDING ELEVATION -NORTHEAST SCALE : 1/4" = 1'-0" oTrn nnnr nnnin �� -� " 43'-8" ' q T EXISTING SIDING T _1 T BUILDING ELEVATION -SOUTHEAST RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: 23423 HIGHWAY 99 23423 HIGHWAY 99 EDMONDS, WA 98026 SHEET TITLE: CUT SHEET REVISIONS: MECHANICAL PERMIT N0.# BLD2024-1449 DATE: 11/14/2024 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: DATE: 12/13/2024 SHEET# SCALE : 1/4" = 1'-0" S3 17614 NE 29th St: Redmond. WA 98052 Tel: 425-900-7666 or 425-891-5111 DESIGN CALCULATIONS 0 12 ; 1� ' �u 23423 Delivery Restaurant 23423 Hwy 99 Edmonds WA 98026 Gravity Analysis J Q n �� M JOB SUMMARY REPORT Edmonds Hwy 99 Restaurant Lev Member Name Results Current Solution Comments #1 -Roof: Joist Passed 1 piece(s) 14" TJI® 210 @ 16" OC Cantilever Reinforcement (PBl) Required #2 Wall: Header Living Room Passed 1 piece(s) 2 x 8 HF No.2 #3 Wall: Header Living Room Passed 1 piece(s) 4 x 8 DF No.2 #4 Wall: Header Living Room Passed 1 piece(s) 4 x 10 DF No.2 #5 Wall: Header Living Room Passed 1 piece(s) 3 1/2" x 12" 24FV4 DF Glulam RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 58,�� O v z W zQ J � '!�s �rs'I� ' � � = J - � W 1� ��:4L �� W a w � o � . � LL Z 06/19/21 Y � � W O w � �� ~ J ii �: ¢ a O • � Z � a � � = ForteWEB Software Operator Job Notes 6/17/2021 1:07:57 PM UTC � Ken Nguyen � NTEngineers ForteWEB v3.2 � :'� (425)891-5111 housedesi n4u@outlook.com 9 Weyerhaeuser File Name: Edmonds Hwy 99 Restaurant MEMBER REPORT Level, #1 -Roof: Joist 1 piece(s) 14" TJI® 210 @ 16" OC Sloped Length; 26' 8 1/8" 20' �' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 �� - �� 3' a Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 714 @ 3' 1 3/4" 2475 (3.50") Passed (29%) 1.15 1.0 D + 1.0 S (Adj Spans) Shear (Ibs) 521 @ 3' 3 1/2" 2237 Passed (23%) 1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-Ibs) 2567 @ 13' 3 1/2" 5164 Passed (50%) 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in) 0.287 @ 13' 3 1/2" 0.679 Passed (L/851) -- 1.0 D + 1.0 S (Alt Spans) Total Load DeFl. (in) 0.451 @ 13' 3 1/2" 1.018 Passed (L/542) -- 1.0 D + 1.0 S (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Overhang deflection criteria: LL (2L/360) and TL (2L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Permanent bracing at third points In the back span or a direct applied ceiling over the entire back span length is required at the left and right end of the member. See literature detail (PBl) For clarification. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Total 1 -Beveled Plate -SPF 3.50" 3.50" 3.50" 267 447 714 Blocking 2 -Beveled Plate -SPF 3.50" 3.50" 3.50" 267 447 714 Blocking • Blocking Paneis are assumed to carry no loads applied directry above them ono the tuu Joao is applied to the member being Designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' o/c Bottom Edge (Lu) 8' 8" o/c •T]I joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. VertlCdl Load Location Spacing Dead (0.90) Snow (1.15) Comments 1 -Uniform (PSF) 0 to 26' 7" 16" 15.0 25.0 Default Load PASSED it F 0 R T Ea Member Length : 26' 9 1/4" System :Roof Member Type :Joist Building Use :Residential Building Code :IBC 2018 Design Methodology :ASD Member Pitch : 1/12 We erhaeuser Notes Y We erhaeuser warrants that the sizin of its roducts will be in accordance with We erhaeuser roduct desi n criteria and ublished desi n values. We erhaeuser ex ressl disclaims an other warranties Y 9 P Y P 9 P 9 Y P Y Y related to the software. Use of this software is not intended [o circumvent the need for a desi n rofessional as determined b the author' havin 'urisdiction. The desi ner of record builder or framer is 9 P Y itY 9 J 9 responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wood prod ucts/document-I i bra ry. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator 0 0 MEMBER REPORT Level, #2 Wall: Header Living Room i piece(s) 2 x 8 HF No.2 Overall Length: 4' 6" �' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @Location Albwed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1172 @ 1 1/2" 1823 (3.00") Passed (64%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 727 @ 10 1/4" 1251 Passed (58%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1176 @ 2' 3" 1284 Passed (92%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.041 @ 2' 3" 0.106 Passed (U999+) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.062 @ 2' 3" 0.213 Passed (L/826) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. $Upports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Total 1 -Trimmer -SPF 3.00" 3.00" 1.93" 384 788 1172 None 2 -Trimmer -SPF 3.00" 3.00" 1.93" 384 788 1172 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 4" o/c Bottom Edge (Lu) 4' 6" o/c •Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 -Self Weight (PLF) 0 to 4' 6" N/A 2.8 -- 1 -Uniform (PSF) 0 to 4' 6" 14' 12.0 25.0 DefauR Load PASSED 0 System :Wall Member Type :Header Building Use :Residential Building Code :IBC 2018 Design Methodology :ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to arcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is res nsible to assure that this calculation is com atible with the overall ro ed. Accessories Rim Board Blockin Panels and S uash Blocks are not desi ned b this software. Products manufactured at Po P P] ( 9 q ) 9 Y We erhaeuser facilities are third- a certified to sustainable fares standards. W erhaeuser En ineered Lumber Products have been evaluated b ICC-ES under evaluation re its ESR-1153 and ESR-1387 Y P rN 1TY eY 9 Y Po and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/docu meat-libra ry. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator T E� � MEMBER REPORT Level, #3 Wall: Header Living Room i piece(s) 4 x 8 DF No.2 Cverall Length: 5 6' - + - 0 All Locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1704 @ 1 1/2" 6563 (3.00") Passed (26%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1256 @ 10 1/4" 3502 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2561 @ 3' 3" 3438 Passed (74%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.068 @ 3' 3" 0.156 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.101 @ 3' 3" 0.313 Passed (L/741) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. $Upppr� Bearing Length Loads to Supports (Ibs) accessories Total Available Required Dead Snow Total 1 -Trimmer -SPF 3.00" 3.00" 1.50" 567 1138 1705 None 2 -Trimmer -SPF 3.00" 3.00" 1.50" 567 1138 1705 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 6" o/c Bottom Edge (Lu) 6' 6" o/c •Maximum allowable bracing intervals based on applied load. Vertiial Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 -Self Weight (PLF) 0 to 6' 6" N/A 6.4 -- 1 -Uniform (PSF) 0 to 6' 6" 14' 12.0 25.0 Default Load Page 1 / 6 PASSED - _ O � T E� � MEMBER REPORT PASSED Level, #4 Wall: Header Living Room 1 piece(s) 4 x 10 DF No.2 System :Wall Member Type :Header Building Use :Residential Building Code :IBC 2018 Design Methodology :ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and or tested in accordance with a livable ASTM standards. For curent code evaluation re its We erhaeuser roduct literature and installation details refer to / PP Po Y P www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator 0 Overall Length; 8' 6" I � � L o a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2236 @ 1 1/2" 6563 (3.00") Passed (34%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1699 @ 1' 1/4" 4468 Passed (38%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4477 @ 4' 3" 5166 Passed (87%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.099 @ 4' 3" 0.206 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.148 @ 4' 3" 0.412 Passed (U667) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Total 1 -Trimmer -SPF 3.00" 3.00" 1.50" 749 1488 2237 None 2 -Trimmer -SPF 3.00" 3.00" 1.50" 749 1488 2237 None Lateral Bracing Brecing Intervals Comments Top Edge (Lu) 8' 6" o/c Bottom Edge (Lu) 8' 6" o/c •Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 -Self Weight (PLF) 0 to 8' 6" N/A 8.2 -- 1 -Uniform (PSF) 0 to 8' 6" 14' 12.0 25.0 Default Load 0 System :Wall Member Type :Header Building Use :Residential Building Code :IBC 2018 Design Methodology :ASD We erhaeuser Notes We erhaeuser warrants that the sizin of its roducts will be in accordance with We erhaeuser roduct desi n criteria and ublished desi n values. We erhaeuser ex ressl disclaims an other waranties Y 9 P Y P 9 P 9 Y P Y Y related to the software. Use of this software is not intended to circumvent the need for a desi n rofessional as determined b the authori havin 'urisdiction. The desi ner of record builder or framer is 9 P Y tY 9] 9 res nsible to assure that this calculation is cam atible with the overall ro'ect. Accessories Rim Board Blockin Panels and S uash Blocks are not desi ned b this software. Products manufactured at P° P P l ( 9 q ) 9 Y We erhaeuser facilities are third- certified to sustainable forest standards. We erhaeuser En ineered Lumber Products have been evaluated b ICC-ES under evaluation re arts ESR-1153 and ESR-1387 Y PartY ry Y 9 Y P and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wood products/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator 6/17/2021 1:07:57 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 � File Name: Edmonds Hw 99 Restaurant Weyerhaeuser y Page 2 / 6 ForteWEB Software Operator ]ob Notes 6/17/2021 1:07:57 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 �, File Name: Edmonds Hwy 99 Restaurant Page 3 / 6 Job Notes Ken Nguyen NT Engineers (425) 891-5111 housedesign4u@outlook.com Ken Nguyen NT Engineers (425)891-5111 housedesgn4u@outlook.com ForteWEB Software Operator Job Notes Ken Nguyen NT Engineers (425)891-5111 housedesig n4u@outlook. com 6/17/2021 1:07:57 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 haeuser File Name: Edmonds Hwy 99 Restaurant ForteWEB Software Operator eyerhaeuse MEMBER REPORT Level, #5 Wall: Header Living Room 1 piece(s) 3 1/2" x 12" 24F-V4 DF Glulam Overall Length: 13' 6" PASSED 6/16/2021 �TC Hazards by Location Search Information ATC Hazards by Location Address: 23423 Hwy 99, Edmonds, WA 98026, USA + + Coordinates: 47.7863871,-122.3409476 0 0 Elevation: 407 ft Timestam p: 2021-06-16T23:33:03.798Z Hazard Type: Seismic 13' Reference ASCE7-10 Document: Risk Category: II All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Site Class: D Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) System :Wall Member Reaction Ibs ( ) 3565 @ 1 1 2" / 6825 3.00" ( ) Passed 52 /o ( °) -- 1.0 D + 1.0 S All S ans ( p ) MemberT a :Header Building Use :Residential L a to ra I A n a MCER Horizontal Res onse S ectrum I i s p p Shear (Ibs) 2905 @ 1' 3" 8533 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Building Code :IBC 2018 ys Pos Moment (Ft-Ibs) 11592 @ 6' 9" 19320 Passed (60%) 1.15 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Sa(g) Live Load Defl. (in) 0.268 @ 6' 9" 0.331 Passed (L/594) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.404 @ 6' 9" 0.663 Passed (L/394) -- 1.0 D + 1.0 S (All Spans) 1.20 • DeFlection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. 1.00 • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 13' 3". 0.80 • The effects of positive or negative camber have not been accounted for when calculating deFledion. • The specified glulam is assumed t° have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. 0.60 • Applicable calalations are based on NDS. 0.40 Bearing Length Loads to Supports (Ibs) 0.20 Supports Total Available Required Dead Snow Total Accessories 0.00 1 -Trimmer -SPF 3.00" 3.00" 1.57" 1203 2363 3566 None 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 2 -Trimmer -SPF 3.00" 3.00" 1.57" 1203 2363 3566 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 13' 6" o/c Bottom Edge (Lu) 13' 6" o/c •Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 -Self Weight (PLF) 0 t° 13' 6" N/A 10.2 -- 1 -Uniform (PSF) 0 to 13' 6" 14' 12.0 25.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.c°m/woodprod ucts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWE6 Software Operator ForteWEB Software Operator Job Notes Ken Nguyen NT Engineers (425)891-5111 housedesign4u @outlook.com 6/17/2021 1:07:57 PM UTC ForteWE6 v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerb„user File Name: Edmonds Hwy 99 Restaurant Page 6 / 6 NT Engineers Date: 6/15/21 17G14 NE 29th St -Redmond, WA 98052 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant escrlptlon: eslgn rlterla N Engineers 17614 NE 29th St -Redmond, WA 9805� Date: 6115121 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant Description: Wind Base Shear IDI� LV 10 Basic Wind Speed, Vas = 115 mph Design Criteria: Code: Exposure = B International Building Code, 2018 edition IBC 2018 Risk Category = I I National Design Specification for Wood Construction 2010 edition NDS, 2010 Roof Slope = 0.5 :12 American Concrete Institute, 318-14 edition ACI-318, 2014 Loads Front/Back -Width (ft)- 20.0 ft American Society of Civil Engineers, 7-10 edition ASCE 7-10 Loads Side -width (ft) - 40.0 ft Project Site: Eave Height = 10.0 23423 Hwy 99 Latitude = 47.7863871 Mean Roof Ht. = 10.0 ft Edmonds WA 98026 Longitude = -122.34095 Edge Strip Width, a = 3.0 ft End Zone Widths = 6.00 ft Seismic: Wind Speed Up Kzt = 1.00 Wind: Live Loads: Soils: R = 6.5 Bearing wall system, Wood structural panel walls Mapped Spectral Acceleration, Ss = 1.263 Mapped Spectral Acceleration, S1= 0.493 Soil Site Class = D Exposure : B Basic Wind Speed = 115 mph Speed Up Factor Kzt = 1 Roof = 25 psf (Snow) Floor Residiential = 40 psf Stair = 100 psf Deck /Balcony = 60 psf Values Assumed by Owner: Soil Bearing = 2,000 psf (Assumed) Active Soil Pressure = 35 pcf Passive Soil Pressure = 250 pcf IBC Soil Profile Type = S d Frost Depth = 12 inches (See attached print out) (ASCE 7-10 Fig. 26.5-1A) = 2.39 degrees Roof Profile � Gable Roof Profile � Gable (Figure 1609.6.2.1 note 10) (2`a) Basic Parameters Beres 5equi m Marysville ° 0 Whidtley Everett 1�� I� 407 ft Redmond Seattle ° 0 Renton Go gle ° c^...,.,�� I..-., Map data ©2021 Google Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 020 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Name Value Description SS 1.263 MCER ground motion (period=0.2s) S1 0.493 MCER ground motion (period=1.Os) SMS 1.263 Site -modified spectral acceleration value SM1 0.743 Site -modified spectral acceleration value Spg 0.842 Numeric seismic design value at 0.2s SA SD1 0.495 Numeric seismic design value at 1.Os SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 02s Fv 1.507 Site amplification factor at 1.Os https://hazards.atcouncil.org/#/seismic?lot=47.7863871 &Ing=-122.3409476&address=23423 Hwy 99%2C Edmonds%2C WA 98026%2C USA NT En �neers Date: 6/15/21 17614 NE 29th St -Redmond, WA 98052 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant escrlptlon: eslgn rlterla - ea oa s Roof Assemblv Dead Load: Roof Material 3/4" Plywood Sheathing ................ Wood Trusses at 24" o.c....................... Insulation (1) Layers of 1/2" GWB......................... Miscellaneous ........................... Total.......................................... Floor Assemblv Dead Load: Flooring.................................... 3/4" T & G Plywood ............................. Floor Joist at 16" o.c.................... 1/2" Gypsum Ceiling Board Miscellaneous ........................... Total........................................ Deck Dead Load: Decking.............................. Miscellaneous ........................... Total..................................... Exterior Wall Assemblv Siding 2x6 at 16" o.c.............................. Insulation 7/16" Plywood Sheathing ...................... (1) Layers of 1/2" GWB ........................ Miscellaneous ........................... Total.......................................... Interior Wall Assemblv (2) Layers of 1/2" GWB ........................ 2x4 at 16" o.c..................................... Miscellaneous ........................... Total.......................................... 1.5 psf 2.5 psf 3.0 psf 0.5 psf 0.0 psf 0.5 psf �� psf Use DL = 10.0 psf 1.0 psf 2.5 psf 3.0 psf 2.5 psf 1.0 psf �� psf Use DL = 0.0 psf 4.0 psf 2.0 psf �� psf Use DL = 6.0 psf 1.0 psf 1.7 psf 0.5 psf 1.5 psf 2.3 psf 0.5 psf �5 psf Use DL = 8.0 psf 1/2 6/16/2021 ATC Hazards by Location CRS 0.987 Coefficient of risk (02s) CR1 0.952 Coefficient of risk (1.Os) PGA 0.51 MCER peak ground acceleration FpGA 1 Site amplification factor at PGA PGAM 0.51 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.263 Probabilistic risk -targeted ground motion (02s) SsUH 1.279 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) R E S U B S1RT 0.493 Probabilistic risk -targeted ground motion (1.Os) S1UH 0.518 Factored uniform -hazard spectral acceleration (2% probability of Dec 13 2024 exceedance in 50 years) CITY OF EDMONDS S1D 0.6 Factored deterministic acceleration value (1.Os) DEVELOPMENT SERVICES DEPARTMENT PGAd 0.55 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lot=47.7863871&Ing=-122.3409476&address=23423 Hwy 99%2C Edmonds%2C WA 98026%2C USA WIND FORCES: FrontlBack Direction: Location Width Height Plane Kz Cnet Pnet Force Min Force feet feet pressure (ps kips W kips W Roof Top Roof to Plate 20.0 2.00 (wall) 0.61 0.94 19.3 0.8 0.6 Plate to Mid 4th Sto 20.0 4.00 (wall) 0.61 0.94 19.3 1.5 1.3 4th Mid 4th to 4th Floo 20.0 4.00 (wall) 0.59 0.94 18.6 1.5 1.3 4th Floor to Mid 3rd Story 20.0 4.00 (wall) 0.59 0.94 18.6 1.5 1.3 3rd Mid 3rd to 3rd Floo 20.0 4.00 (wall) 0.57 0.94 18.3 1.5 1.3 3rd Floor to Mid 2nd Sto 20.0 4.00 (wall) 0.57 0.94 18.3 1.5 1.3 2nd Mid 2nd to 2nd Floo 20.0 4.00 (wall) 0.57 0.94 18.3 1.5 1.3 2nd Floor to Mid 1st Sto 20.0 4.00 (wall) 0.57 0.94 18.3 1.5 1.3 1st Mid 1st to 1st Floo 20.0 4.00 (wall) 0.57 0.94 18.3 1.5 1.3 1st Floor to Mid Bas 20.0 0.00 wall 0.57 0.94 18.3 0.0 0.0 Total Wind Base Shear (kips), W_F/B = 12.6 MinWind Base Shear (kips) Wmin_F/B = 10.9 Controling Wind Base Shear (kips) W_FIB = 12.6 SidelSide Direction: Location Width feet Height feet Plane Kz Cnet Pnet ressure s Force ki s W Min Force ki s W Roof Top Roof to Plate Plate to Mid 4th Sto 40.0 40.0 2.00 4.00 (wall) (wall) 0.74 0.74 0.94 0.94 23.6 23.6 1.9 3.8 1.3 2.6 4th Mid 4th to 4th Floo 4th Floor to Mid 3rd Story 40.0 40.0 4.00 (wall) (wall) 0.72 0.72 0.94 0.94 22.9 22.9 3.7 3.7 2.6 2.6 4.00 3rd Mid 3rd to 3rd Floo 3rd Floor to Mid 2nd Sto 40.0 40.0 4.00 (wall) (wall) 0.67 0.67 0.94 0.94 21.3 21.3 3.4 3.4 2.6 2.6 4.00 2nd Mid 2nd to 2nd Floo 2nd Floor to Mid 1st Sto 40.0 40.0 4.00 (wall) (wall) 0.60 0.60 0.94 0.94 19.1 19.1 3.1 3.1 2.6 2.6 4.00 1st Mid 1st to 1st Floo 1st Floor to Mid Bas 40.0 40.0 4.00 (wall) wall 0.57 0.57 0.94 0.94 18.1 18.1 2.9 0.0 2.6 0.0 0.00 4.4 psf 1.6 psf Total Wind Base Shear (kips), W_side = 28.8 MinWind Base Shear (kips) Wmin_side = 21.8 0.5 psf �5 psf Use DL = 7.0 psf Summary: Controling Wind Base Shear (kips) W_side = 28.8 SHEET# 2/2 S5 NT Engineers 17G14 NE 29th St -Redmond, WA 98052 Date: 6115/21 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant Description: Seismic Weights DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: Unit Roof Weight: 10.0 psf Unit Floor Weight: 0.0 psf Unit Exterior Wall Wt: 8.0 psf Unit Interior Wall Wt: 7.0 psf oa u-oa s Ips Roof Area = 200 1.000 10.0 = 2,000 Ext. Wall Above 120 2.0 8.0 = 1,920 Ext. Wall Below 120 4.0 8.0 = 3,840 Int. Wall Below 0 4.0 7.0 = 0 7.8 Kips Floor Area = 800 1 0.0 = 0 Low Roof Area = 0 1 10.0 0 Ext. Wall Above 120 4.5 8.0 = 4,320 Int. Wall Above 0 4.5 7.0 = 0 Ext. Wall Below 120 4 8.0 = 3,840 Int. Wall Below 60 4 7.0 = 1,680 9.8 Kips r Floor Area = 800 0 0.0 '= 0 Low Roof Area = 0 0 10.0 = 0 Ext. Wall Above 120 4 8.0 = 3,840 Int. Wall Above 60 4 7.0 = 1,680 Ext. Wall Below 120 0 8.0 = 0 Int. Wall Below 10 0 7.0 = 0 5.5 Kips n Floor Area = 800 0 0.0 = 0 Low Roof Area = 0 0 10.0 = 0 Ext. Wall Above 120 0 8.0 = 0 Int. Wall Above 10 0 7.0 = 0 Ext. Wall Below 90 0.0 8.0 = 0 Int. Wall Below 25 0.0 7.0 = 0 0.0 Kips S Ext. Wall Above 90 0.0 8.0 = 0 Int. Wall Above 25 0.0 7.0 = 0 0.0 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 23.1 Kips TOTAL WEIGHT OF STRUCTURE: 23.1 Kips NT Engineers 17614 NE 29th St -Redmond, WA 98052 Date: s115121 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant Description: Seismic Story Shear ItSI. LUltf - HJI.t /-lU tgUN8lani Lateral rOrce HnalySlS HJI.t/ 1L.t3 Risk Category = II Site Classification = D e er to attac e s eet or ap sped le varla es Ss = 1.2630 Fa = 1.000 From attached sheet S1 = 0.4930 Fv = 1.505 From attached sheet SDS = 0.842 = 0.67'Fa*Ss ASCE 7 Eq 11.4-3 SD1 = 0.495 = 0.67'Fv*S1 ASCE 7 Eq 11.4-4 Building Height, hn = 21.0 ft Building Period Coefficient, CT = 0.020 ASCE 7-10, Table 12.8-2 Approx. Fundamental Period = 0.196 (CT*(hn)l).75) ASCE 7-10, EO 12.8-7 Response Modification Factor, R = 6.5 ASCE7-10 Table 12.2-1 Occupancy Importance Factor, IE = 1.0 ASCE 7-10 Table 1.5-2 Seismic Design Catergory = D ASCE 7-10 Table 11.6-1 Rho Factor (p) _ (front/back) (sidelside) ASCE 7-1012.3.4.2 1.30 1.30 Seismic Response Coefficient Cs =SDS/Rll Cs = 0.130 Cs, MAX = SD1IT(R/I) Cs, MAX = 0.388 Cs, MIN = 0.044SDS*I Cs, MIN = 0.037 Cs = 0.130 Seismic Base Shear , V = 0.130 W Dead Load W = 23.1 kips V = 3.0 kips (front/back) (sidelside) E= rV = 3.9 3.9 kips Vertical Distribution Der ASCE7-12.8.3 NT Engineers 17614 NE 29th St -Redmond, WA 98052 Date: 06115121 Tel: 425-891-5111 Email: housedesign4u@outlook.com Project Name: 23423 Delivery Restaurant Description: Lateral Design Loads FrontlBack Forces Side Forces Level Wind Seismic Governing Story Wind Seismic Governing Story WFIB ki s E ki s Force Force WS ki s E ki s Force Force Roof 2.31 2.38 Seismic 2.38 5.65 2.38 Wind 5.65 4 2.98 1.51 Wind 2.98 7.33 1.51 Wind 7.33 3 2.93 0.00 Wind 2.93 6.82 0.00 Wind 6.82 2 2.93 0.00 Wind 2.93 6.11 0.00 Wind 6.11 Base Shear 11.15 3.89 11.22 25.92 3.89 25.92 Force k'ps Force kips ASCE 7-10, EO 12.8-2 Roof_ _ ________ 238 K'ps Roof ____ _ _ _ 5.65 K'ps ASCE 7-10, EO 12.8-3 � � � Seismic � � � � � Wind 2nd 2 98 K'ps 2nd 7.33 K'ps •----------- Wind ----------- Wind ASCE 7-10, EQ 12.8-5 1st 2 93 K'ps 1st 6.82 K'ps - - - - - - (Earth) - - - - - - , (Earth) ASCE 7-10, EQ 12.8-1 17% ASCE 7-10, EO 12.4-3 tory ota tory ron ac l e l e ron ac l e l e Floor Height Height Weight Story Force Story Force Story Shear Story Shear H hx wx wxhxk Fi Fi E E ft ft ki s k-ft ki s ki s ki s ki s 00 4th 8.00 8.00 9.8 79 1.51 1.51 3.89 3.89 3rd 0.00 0.00 5.5 0 0.00 0.00 3.89 3.89 2nd 0.00 0.00 0.0 0 0.00 0.00 3.89 3.89 st sum k= 1.0 Ls.I Lu3 s.y s.9 FrontlBack Direction Side Direction �'��' UPS U B Dec 13 2024 �1,/ � 15EVELOPMENT SERVICES r' DEPARTMENT � �� . �� = 2��25 i� d� I 11 �N�� UU� �-� � �� j /1 SHEET# S6