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APPROVED PLN RESUB2 BLD2022-0492+Mechanical_Plan+8.29.2022_10.00.55_AM+3077253ABBREVIATIONS AC AIR CONDITIONING AD ACCESS DOOR AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ALUMINIUM BDD BACK DRAFT DAMPER BFC BELOW FINISHED CEILING BHP BRAKE HORSE POWER BI BACKWARD INCLINED BOD BOTTOM OF DUCT BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE CO CLEAN OUT CV CONSTANT VOLUME CW COLD WATER CRD CEILING RADIATION DAMPER DIA DIAMETER DIM DIMENSION DMPR DAMPER DN DOWN DP DIFFERENTIAL PRESSURE DWG DRAWING EX EXISTING EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EFF EFFICIENT, EFFICIENCY EG EXHAUST GRILLE ELEC ELECTRICAL FG FLOOR GRILL FD FIRE DAMPER F FURNACE FPM FEET PER MINUTE FSK FOIL SKRIM KRAFT LINER (SPUNSTRAND) FT FEET, FOOT G GAS GR GRILLE HP HORSE POWER HR HOUR HTG HEATING HVAC HEATING, VENTIALTION AND AIR CONDTIONING HW HOT WATER ID INSIDE DIMENSION IN INCH, INCHES INFO INFORMATION INSUL INSULATE, INSULATION JAN JANITOR KW KILOWATT KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE LF LINEAL FEET LVG LEAVING MA MIXED AIR MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MAT MIXED AIR TEMPERATURE MAX MAXIMUM MECH MECHANICAL MFG MANUFACTURER MED MEDIUM MIN MINIMUM, MINUTE MISC MISCELLANEOUS N NORTH NA NOT APPLICABLE NTS NOT TO SCALE OSA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE OD OUTSIDE DIMENSION OPP OPPOSITE OV OUTLET VELOCITY PD PRESSURE DROP PERF PERFORATED PF PRE FILTER PH PHASE QTY QUANTITY RA RETURN AIR REQD REQUIRED RET RETURN RPM REVOLUTIONS PER MINUTE RG RETURN GRILLE SA SUPPLY AIR SCHED SCHEDULE SD SMOKE DETECTOR SF SUPPLY FAN SFD SMOKE/FIRE DAMPER S.1.0 SUPPLIED & INSTALLED BY OWNER/ (OTHER) SHT SHEET SP STATIC PRESSURE SPEC SPECIFICATION SR SUPPLY REGISTER SS STAINLESS STEEL STAT THERMOSTAT TEMP TEMPERATURE TK TOE KICK TEMP TEMPORARY THRU THROUGH TSTAT THERMOSTAT TYP TYPICAL UL UNDERWRITER'S LABORITORY UV UNIT VENTILATOR UMC UNIFORM MECHANICAL CODE UP UNIFORM PLUMBING CODE UBC UNIFORM BUIDLING CODE V VOLT VAC VOLTS AC VDC VOLTS DC VD VOLUME DAMPER VAC VACCUUM VAV VARIABLE AIR VOLUME VEL VELOCITY VOL VOLUME MECHANICAL SPECIFICATION GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSO, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. THE MECHANICAL CONTRACTOR SHALL UNCONDITIONIALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER, AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND SHALL RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. DUCTWORK AND ACCESSORIES SHEET METAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEET METAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL, LOCK SEAM TYPE. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (8% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND FASTENING SCREWS WITH MASTIC. SUPPORTS: PROVIDE HOT -DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. 1- ►I O M PROVIDE OPPOSED -BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIED UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. GRILLES, REGISTERS & DIFFUSERS GRILLES, REGISTERS, AND DIFFUSERS SHALL BE INSTALED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. ACCOUSTICAL DUCT LINER: UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" GLASS FIBER ACCOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE INDICATED ON PLANS 2" IN EACH DIMENSION TO ACCOMODATE LINER. TESTING, ADJUSTING, BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUANTITIED INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. City Of Edmonds Building Department Work MECHANICAL ------------- Address 558 MAIN ST - EAST BLDG ---------------------------------- Owner MIN STREET COMMONS -------------------- Approved Date 08/29/2022 Building Official ErU CA*'f &r ------------- Permit Number BLD2022-0492 PL DUCTLESS SPLIT HEAT PUMP UNIT SCHEDULE MARK MAKE MODEL CFM COOLING HEATING ELECTRICAL WEIGHT SOUND TOTAL SENS SEER TOTAL COP HSPF DATA FUSE M.C.A. INDOOR OUTDOOR INDOOR OUTDOOR AH-1 /CU-1 CARRIER 40MAHBQ24XA3/38MARBQ24AA3 719 24.0 13.0 21.5 24.0 1 3.40 12.0 208/230-1 -60 35 25 44 LBS. 135 LBS. 39 dBA 62 dBA VRF MULTI SYSTEM HEAT PUMP UNIT SCHEDULE MARK MAKE MODEL NOM. TONS COOLING HEATING ELECTRICAL WEIGHT SOUND TOTAL EER TOTAL COP @ 47° DATA M.C.A. FUSE OUTDOOR OUTDOOR CU-2 CARRIER 38VMA120RDS5-1 10 119.7 11.4 126.0 3.45 208/230-3-60 46 50 672 LBS. 62.7 dBA CU-3 CARRIER 38VMA120RDS5-1 1 10 119.7 11.4 126.0 3.45 208/230-3-60 46 50 1 672 LBS. 62.7 dBA DUCTLESS CITY MULTI SYSTEM VRF AIR HANDLERS MARK MAKE MODEL CFM COOLING HEATING ELECTRICAL WEIGHT SOUND TOTAL EER TOTAL COP DATA FUSE M.C.A. INDOOR INDOOR AH-2 CARRIER 40VMF018A--3 610 18,000 BTU 11.4 21,000 BTU 3.45 208/230-1-60 15 2.0 69 LBS. 41 dBA AH-3 CARRIER 40VMWO30 --- 3 770 30,000 BTU 11.4 34,000 BTU 3.45 208/230-1 -60 15 0.86 38 LBS. 48 dBA AH-4 CARRIER 40VMWO30 --- 3 770 30,000 BTU 11.4 34,000 BTU 3.45 208/230-1-60 15 0.86 38 LBS. 48 dBA AH-5 CARRIER 40VMWO24 --- 3 650 24,000 BTU 11.4 27,000 BTU 3.45 208/230-1 -60 15 0.86 38 LBS. 43 dBA AH-6 CARRIER 40MWO24 --- 3 650 24,000 BTU 1 1 .4 27,000 BTU 3.45 208/230-1 -60 15 0.86 38 LBS. 43 dBA AH-7 CARRIER 40MWO24 --- 3 650 24,000 BTU 1 1 .4 27,000 BTU 3.45 208/230-1 -60 15 0.86 38 LBS. 43 dBA AH-8 CARRIER 40MWO72 --- 3 2235 73,010 BTU 1 1 .4 81,000 BTU 3.45 208/230-1 -60 15 9.6 254 LBS. 55 dBA AH-9 CARRIER 40MWO48 --- 3 1 1 370 48,000 BTU 11.4 54,000 BTU F3.45 208/230-1 -60 15 5.0 124 LBS. 48 dBA SYMBOL MAKE & MODEL SERVES CFM SP RPM MOTOR ELECT. TYPE WEIGHT BDD SOUND NOTES EF-1 PANASONIC FV1115VK2 WOMEN'S RESTROOM 150 0.1" 684 0.14 A 120-1-60 CEILING 14 LBS YES INTERIOR ON WITH LIGHT SWITCH EF-2 PANASONIC FV0511VF1 MEN'S RESTROOM 110 0.1" 1341 0.27 A 120-1-60 CEILING 14 LBS YES INTERIOR ON WITH LIGHT SWITCH SYMBOL MAKE & MODEL SERVES CFM RPM EFFECTIVENESS MOTOR ELECT. WEIGHT NOTES ERV-1 PANASONIC FV-04VE1 LOBBY 40 1479 66% WINTER51.5% 0.14 A 120-1-60 14 LBS CONTROLLED BY WIRELESS CONTROLLER SUMMER ERV-2 PANASONIC FV-20EC1 NE TENANT SPACE 200 1479 WINTER 129 W 120-1-60 40 LBS CONTROLLED BY WIRELESS CONTROLLER 61% SUMMER rERV-3 I LOSSNAY LGH-F600RX5-El 2ND FLOOR 715 NOM. 64% WINTER 5 AMPS 208/230-1-60 132 LBS CONTROLLED BY WIRELESS CONTROLLER 50% SUMMER NON RESIDENTIAL VENTILATION CALCULATIONS IMC 403.3.1 .1 ZONE OCCUPANCY AREA CFM/PERSON AREA OUTDOOR BREATHING RATE DEFAULT OCCUPANCY DENSITY PEOPLE ZONE EFFECTIVENESS MINIMUM FRESH AIR DESIGN FRESH AIR SERVED BY 1 ST FLOOR LOBBY MAIN ENTRY LOBBY 185 SQUARE FEET 5 0.06 CFM/SQ. FT. 10 PER 1000 S.F. 2 0.8 27 CFM 40 CFM ERV-1 1 ST FLOOR NE SALES 680 SQUARE FEET 7.5 0.12 CFM/SQ. FT. 15 PER 1000 S.F. 10 0.8 197 CFM 200 CFM ERV-2 1 ST FLOOR NW SALES 780 SQUARE FEET 7.5 0.12 CFM/SQ. FT/ 15 PER 1000 S.F. 12 N/A 184 CFM NATURAL VENTILATION OPERABLE OPENINGS 1 ST FLOOR SW SALES 540 SQUARE FEET 7.5 1 0.12 CFM/SQ. FT/ 15 PER 1000 S.F. 8 N/A 125 CFM NATURAL VENTILATION OPERABLE OPENINGS 2ND FLOOR SALES 2450 SQUARE FEET 7.5 0.12 CFM/SQ. FT/ 15 PER 1000 S.F. 37 0.8 715 CFM 715 CFM ERV-3 DRAWING SYMBOLS NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION MECHANICAL LEGEND SHEET INDEX HVAC SCHEDULES HVAC 1ST FLOOR PLAN HVAC 2ND FLOOR PLAN HVAC SOUTH ELEVATION SET DATE: 07-13-22 ��U U m 2 a) ca � oZ C cD z n3 C� 01Q O Q�z a z a.� Q 3 0 � 0 ° J (.1, 0 ° 03: 6 0 C) -- �:z Q ECCD �F�a7A6LL c m m ZDEO()N� w �15-LNc Q 0 aQ2 LUN�oz QL OD=E NQ LL mUay0>'0 C2-E�OQU m o m oM Q 0 U) > W CE I W I- 0 Uj W J N J N LL1 C6 CN a > 2 O w W w 0. z m m U > m p z z w W z > > LU > Y > U U O ¢ Q [[ _ n 0 0 0 U 0 cn o z 00 o a) � Q Uzo z � <�o O O F w C,', o z0 QQ 2_ O Q r U rzTU� a ��obE �y�)(D 1 CONTRACTOR'S LICENSE CFMHEHC969CD PHASE HVAC 1 ST FLOOR PLAN _-f S CALE:8" =1 '0" North FAI HVAC NOTES: 1 . FRESH AIR FOR NW & SW TENANT SPACES TO BE PROVIDED BY OPERABLE DOORS AND WINDOWS. OPERABLE OPENINGS MUST BE 4% OF FLOOR AREA SQUARE FOOTAGE PER OCCUPIED SPACE 2. ELECTRIC HEAT TO BE INSTALLED IN RESTROOMS BY OTHERS TOTAL OPERABLE OPENINGS CALCULATIONS: NW TENANT SPACE: 780 SQUARE FEET REQUIRED OPERABLE OPENINGS: 31.2 SQUARE FEET SW TENANT SPACE: 540 SQUARE FEET REQUIRED OPERABLE OPENINGS: 21.6 SQUARE FEET SET DATE: 07-13-22 a >z U a) m o- c (7 zmco�y�aro? o_Z o _ < " 3 � o o o a0o3C3�3'�oN0 -C)0cQN��0E0 `m m�= F .m a Qz m mm - mC79 �2U m c>mF 3z 62U? �Q N QN= o= �� Z n 2 � m E(°JU) Q W a;Lo,,,,Eo � U m o m 0 o `m Q 4 z O w rr I w Q 0 O z El W J N J W N o O N O W W LLJ mwo m z m Q T mo z z W W z 3 w U Q 0 0 U cUn -) U) o z o O 00 OU)� zU) u)Qo z > z <�o O _O o LLI U Z 0LLJ U cis Q Q L O Q r U NZTU �J000 E � Y ,6 a) rYC\j a) M1 .0 CFMHEHC969CD (:5 T D ) IV z 0 -n 0 z These drawings are the property of CFM HEATING AND COOLING, INC. and must not be reproduced, altered, or used without the prior written authority of CFM HEATING AND COOLING, INC. These drawings are only supplementary drawings to the architect's plans and specifications. Any proposed variations or departures from these drawings must be approved by CFM HEATING AND COOLING, INC. m a: DoK0 o 1,j(C!7ninz -jZo (07 � 70 c ��z O C mW 5 r' z 09 N N oo n :U rn m O 11447 120TH AVE NE #100 C) m KIRKLAND, WA. 98033 425-821-1293 Jeremy@cfm-hvacr.com m X = cn = c I i D Cf) I D TITLE ■ HVAC 2ND FLOOR - FOR ■ MAIN ST COMMONS 550 MAIN ST EDMONDS, WA. SCALE 1 /4"=1'0" JOB NUMBER DRAWING NO. M2.0 DATE 03-29-22 DRAWN BY JEREMY MOELLER CHECKED BY 1 . 07-13-22 JSM DESIGN CHANGE NO. DATE BY REVISION — IS - - - - - - - - - - - - I I I I I r, r, - - - - - - - - LJ LJ n n n n n n n n n I I I I I I I I I I I I I I I I I I I I I I C X. m o c� D D \ / m Z T C0 D O M r CAI n� O D C — CAI Cn I Z D 0 I F- TI m V r� m °i1 I`�^J II , / u Z - - - - - - r, - - - - - - - - - - - LJ � n n LJ n n n LJ I ww ,, IV I z O � I n C u n n 01n Wm cn rn U) I im D O C v I O O X C Z_ I I LJ L-i Li Li LO Li Li LJ r, r, r, r, LJ LJ LJ LJ LJ I I I I I I I D ' I I ICI I I I I I m 0 I I N N These drawings are the property of CFM HEATING AND COOLING, Ir, C. and must not be reproduced, alte ed, or used without the prior written authority of CFM HEATING AND COOLING, INC. These drawings re only supplementary drawings to t e architect's plans and specification . Any proposed variations or depa ures from these drawings must be ap roved by CFM HEATING AND COOLING, INC. mn O m D,o ca rn TITLE ■ FOR ■ 1 . 07-13-22 JSM DESIGN CHANGE O z z K �' CFM SCALE C z m O JOB NUMBER z -,<o O C MAIN ST COMMONS M O C0 5 (n DRAWING NO. M3.0 GJ �' HEATING & COOLING INC. HVAC ROOF PLAN 558 MAIN ST DATE 03-04-22 r JEREMY MOELLER co m lO 1 1447 120TH AVE NE #100 DRAWN BY m KIRKLAND, WA. 98033 E D M O N DS , WA. 98020 CHECKED BY 425-821-1293 NO. DATE BY REVISION Jeremy@cfm-hvacr.com 6 0 L N N These drawings are the property of CFM HEATING AND COOLING, INC. and must not be reproduced, altered, or used without the prior written authority of CFM HEATING AND COOLING, INC. These drawings are only supplementary drawings to the architect's plans and specifications. Any proposed variations or departures from these drawings must be approved by CFM HEATING AND COOLING, INC. DD W n o n o � z = nIT 2 0 () T CO C() O m (� z O C) m MAIN ST COMMONS 550 MAIN ST 11447 120TH AVE NE #100 E D M O N D S, W A. 98020 JEREMY MOELLER KIRKLAND, WA. 98033 425-821-1293 NO. DATE BY REVISION Jeremy@cfm-hvacr.com DESIGN CHANGE DESIGN CHANGE SOUTH ELEVATION SCALE JOB NUMBER DRAWING NO. DATE DRAWN BY CHECKED BY Non -Structural Component Seismic Anchorage Design - CU1 IBC 2015, ASCE 7-10 Chapter 13 Seismic Criteria: Site Class: D SDI: 0.847 SDI: 0.498 Ip: 1 Fpm.. 1.36 Wp Controls Fp= 0.42 Wp Fpanln= 0.25 Wp z: 31.0 ft h: 31.0 ft ap: 2.5 RP: 6 ASCE 7-10 Table 13.5-1 Fpm..= 1.6 SIDS WP I Fp= 0.4 ap SDs Wpx (1 + 2z/h) / (RP / Ip) Fpmin= 0.3 SIDS WP I Mechanical Unit: Ht to Center of Mass, Y: 22 in Overturning Distance, X: 12 in Weight, Wp: 0.:15 k Anchors/Side: 2 Shear and Overturning Loads: Seismic Force, Fp: 0.06 k Shear/Anchor: 0.02 k 0.01 k OT Moment: 1.4 k-in Tension/Side: -0.1 k Net Uplift/Anchor: -0.03 k -0.02 It ULT ASD ULT ULT (0.9-0.2Sds)DL+ 1.0EQ ASD (0.6-0.14Sds)DL + 0.7EQ Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.09 <1.0 ASCE 7-10 EQ 13.3-2 ASCE 7-10 EQ 13.3-1 ASCE 7-10 EQ 13.3-3 Quantum Consulting Engineers LLC Project: Main St Commons Date: 4/7/22 Job No: 18743.03 1511 Third Avenue, Suite 323 Designer: TVM Sheet: � Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Wind Anchorage Design - CU1 IBC 2015, ASCE 7-10 Chapter 29 Wind Criteria: Kz: 0.7 ASCE TABLE 29.3-1 FOR EXPOSURE B AND z = 60' MAX. Kzt: 1.0 ASCE SEC 26.8 Kd: 0.9 ASCE TABLE 26.6-1 V: 115 MPH G: 0.85 GUST EFFECT FACTOR Cf: 1 ASCE FIGURE 29.5-1 qz: 21.3 PSF [ASCE EQUATION 29.31 P: 18.1 PSF [ASCE EQUATION 29.5-1] Mechanical Unit: Weight, Wp: 0.15 k i Ht of Unit, h: 40 in Overturning Distance, b: 12 in Length of Unit, L: 38 in Anchors/Side: 2 Shear and Overturning Loads:b Wind Force, Fp: 0.19 k Shear/Anchor: 0.05 k ULT 0.03 k ASD OT Moment: 7.7 k-in Tension/Side: -0.6 k ULT Net Uplift/Anchor: -0.29 k ULT 0.9DL + 1.OW -0.17 k ASD O.6DL + O.6W Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable; 0.46 k Unity EQ: 0.48 <1.0 Quantum Consulting Engineers LLC Project: Main St Commons Date: 4/7/22 Job No: 18743.03 1511 Third Avenue, Suite 323 Designer: TVM Sheet: Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Wind Anchorage Design - CU2 IBC 2015, ASCE 7-10 Chapter 29 Wind Criteria: Kz: 0.7 ASCE TABLE 29.3-1 FOR EXPOSURE B AND z = 60' MAX. Kzt: 1.0 ASCE SEC 26.8 Kd: 0.9 ASCE TABLE 26.6-1 V: 115 MPH G: 0.85 GUST EFFECT FACTOR Cf: 1 ASCE FIGURE 29.5-1 qz: 21.3 PSF [ASCE EQUATION 29.3] P: 18.1 PSF [ASCE EQUATION 29.5-11 Mechanical Unit: Weight, Wp: 0.80 k Ht of Unit, h: 70 in Overturning Distance, b: 32 in Length of Unit, L: 53 in Anchors/Side: 2 Shear and Overturning Loads: Wind Force, Fp: 0.47 k Shear/Anchor: 0.12 k 0.07 k OT Moment: 32.7 k-in Tension/Side: -1.0 k Net Uplift/Anchor: -0.33 k -0.19 k ULT ASD ULT U LT 0.9 DL + 1.OW ASD 0.6DL+0.6W DUI Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.68 <1.0 Quantum Consulting Engineers LLC Project: Main St Commons Date: 4/7/22 Job No: 18743.03 1511 Third Avenue, Suite 323 Designer: TVM Sheet: � Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Seismic Anchorage Design - CU2 IBC 2015, ASCE 7-10 Chapter 13 Seismic Criteria: Site Class: D SDI: 0.847 SDI: 0.498 Ip: 1 FpMax 1.36 Wp Controls Fp= 0.42 Wp Fpmin= 0.25 Wp z: 31.0 ft h: 31.0 ft ap: 2.5 Rp: 6 ASCE 7-10 Table 13.5-1 FpMax= 1.6 SDs WP IP Fp= 0.4apSDsWpx(1+2z/h)/(RP/Ip) Fpmlr,= 0.3 SDS WP IP Mechanical Unit: Ht to Center of Mass, Y: 44 in Overturning Distance, X: 32 in Weight, Wp: 0.80 k Anchors/Side: 2 Shear and Overturning Loads: Seismic Force, Fp: 0.34 k Shear/Anchor: 0.08 k 0.06 k OT Moment: 14.9 k-in Tension/Side: -0.5 k Net Uplift/Anchor: -0.09 k -0.07 k ULT ASD ULT ULT (0.9-0.2Sds)DL+ 1.0EQ ASD (0.6-0.14Sds)DL + 0.7EQ Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.37 <1.0 ASCE 7-10 EQ 13.3-2 ASCE 7-10 EQ 13.3-1 ASCE 7-10 EQ 13.3-3 9JQuantum Consulting Engineers LLC Project: Main St Commons Date: 4/7/22 Job No: 18743.03 1511 Third Avenue, Suite 323 Designer: TVM Sheet: linkSeattle, WA 98101 Client: Main St Commons Checked: SET DATE: 07-13-22 ca 0 U a 2 oZ oo6)�3 zY N c�Qc5 � m e o 0 o a I z az70: Q<3aC)a40 a0 ° �G ° c 5 o NO ��O° F-029-EZ cz°�_�coco2C0 Q 0•.� co C fA > � Z 0:C74�WUa)c m- 3z p 00z E Q4)-bw mQ 3 °C7 a0, aa)Tm= m � 3�0>,z�U W o-L -- C 7 C c 2 >. H U c6 O (6 U O (6 Q 9 z 0 LU If I W Q 0 0 z w W J J W 0 LU W w W CE 0 W z m o T m o z z W W z w Y 0 0 0 M Q _ U) -) 0 O in U 0 cn o z 00 o CY) � Q Uz0 U)�z O � ��o O _O co o W co U z W 00 U < < _�:0 -N O 0-0 N z r �t It Q a Y W LO i r Y C\I M5.0 CONTRACTOR'S LICENSE CFMHEHC969CD