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2300 MERRILL CREEK PKY 2025 ZAP ENERGY Plans 2025-11-04 (2)
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2300 MERRILL CREEK PKY 2025 ZAP ENERGY Plans 2025-11-04 (2)
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Last modified
11/4/2025 11:33:44 AM
Creation date
11/4/2025 11:33:09 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2300
Tenant Name
ZAP ENERGY
Permit
M2501-088
Year
2025
Notes
Install (1) ERV, (1) split System, (1) Exhaust Fan-ZapEnergy
Address Document Type
Plans
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TURNING VANES REQUIRED IF <br /> r AIR VELOCITY IS GREATERTHAN <br /> HALF SCOOP OR OBD, 800 FPM <br /> SEE EQUIPMENT r� <br /> SCHEDULE FOR r <br /> CONFIRMATION RADIUS ELBOW STRAPHANGERS TRAPEZE HANGERS Hermanson <br /> RE WHEN AIR <br /> VELOCITY IS <br /> R ABOVE 2000 FPM APPROX 2"O.C. ROD SIZE FOR LOAD <br /> 1"WIDE 20 GA' Building Today,Defining Tomorrow <br /> R=1'W HANGER STRAP STRAP OR ANGLE <br /> RADIUS ELBOW SQUARE ELBOW DETAIL OF TURNING VANE EQUAL SPLIT SQUARE TEE Hermanson Company LP <br /> 1221 2nd Avenue North <br /> �f L 60"MAX. Kent,Washington Tel:(206)575/9700 980.32 <br /> e e <br /> UNLESS FOOT OF Fax:(206)575-9800 <br /> L=a"W,4"MIN. STRAP IS PLACED www.hermanson.com <br /> t / NDERA BOTTOM UE <br /> 12"MAXIMUM CONVERGING Contractor Reg/:HERMACL00581 <br /> 30° e e // 3O° AI~ RINFORCEMENT. <br /> VV 1"MIN <br /> 6' SCREWS MAY BE OMITTED SIZE BOLT(S)FOR LOAD <br /> / 3VY T A=45° IF HANGER LOOPS <br /> DIVERGING <br /> DOUBLE DEFLECTION 2 W AIRFLOW SCREWS FUME HOOD <br /> DIFFUSER(TYP) W+2e CONVERGING ANGLE:"A"5 60° 'CAN SUPPORT 320 Ibs <br /> DIVERGING ANGLE:"A"<-45° STRAP WIRE <br /> MAXIMUM. <br /> LOW PRESSURE MEDIUM PRESSURE LOW PRESSURE MEDIUM PRESSURE ZAP ENERGY <br /> WYE FITTING DEAD HEAD FITTING BOOT DUCT TAP DUCT TAP CONICAL TAP CONCENTRIC TRANSITION _ ANGLE OR <br /> CHANNEL 2300 MERRILL CREEK PKWY <br /> n ROUND DUCT SIDEWALL DIFFUSER DETAIL n TYPICAL DUCT FITTINGS EVERETT, WA 98203 <br /> M5.01 NOT TO SCALE M5.01 NOT TO SCALE <br /> BOTTOM REINFORCEMENT <br /> HANGER STRAP <br /> 6L.Al <br /> WIDE 20 GA) <br /> TRAPEZE ASSEMBLIES-NO BRACING REQUIREMENTS TRAPEZE ASSEMBLY-NO BRACING REQUIREMENTSODALL CRITERIA SHOWN MUST BE MET ALL CRITERIA SHOWN MUST BE METNO SWIVELS + RATED FASTENERREQUIRED TYP. NO SWIVELSREQUIRED <br /> OR 12"0 OR 12"0 S"�ONA,.ro (SEE TABLE) <L (SEE TABLE) 318"0 OR 1/2"0 March 12,2025 <br /> OR 1/2"0 f- <br /> ISEETABLE) d <br /> P.. <br /> 25"0 TO 50"0 <br /> 2019 CBC <br /> P P P CD SET <br /> b SDC d L PHA% <br /> 2oz1 Bc 1.0 D,E,F <3" 12" 100Ibs <br /> dIS' L PNAx <br /> 3/8" 1r' too Ibs 1.5 D,E,F <2" 12" 1001bs <br /> 12" 1r' zoo Ibs <br /> 12" za" tOOIb. Key Plan <br /> SINGLE HUNG ASSEMBLY-NO BRACING REQUIREMENTS <br /> ALL CRITERIA SHOWN MUST BE MET <br /> SINGLE ROD ASSEMBLY-NO BRACING REQUIREMENTS 2019 CBC <br /> ALL CRITERIA SHOWN MUST BE MET - - a b <br /> SDC d <br /> '� SNGLE 1.0 D.E,F <3• <br /> NO SWIVEL NO SWIVELS—' HUNG <br /> —7 <br /> NO SWIVELS• NO SWIVELS REQUIRED REQUIRED TYP. 1S D,E,F <,• n LOWER DUCT HANGER ATTACHMENTS <br /> REQUIRED TYR REQUIRED TYP. 1,FOR CAST IRON PIPE WITH WEIGHT-5 PLF MM501 NOT TO SCALE <br /> L<12' L<12" AND PROTECTED AGAINST DAMAGING <br /> L<12' 3/8"0 L <br /> IMPACT,ROD DROP LENGTH DOES NOT <br /> 3/8"0 <12" •0 3/B'0 APPLY.APPROVAL FROM THE AHJ <br /> OR 1/2"0 OR 12.0 OR 100 OR 112'0 REQUIRED. <br /> P_=50 LBS. Plwz=50 LBS. <br /> P..=50 LBS. P_=60 LBS. GENERAL NOTES(APPLIES TO TRAPEZE AND SINGLE ROD HANGERS) CONDENSING UNIT <br /> 1. SUPPORT PIPING WITH ALL THREAD RODS. (MAX 400 LBS.) <br /> 2. EACH HANGER LENGTH IN THE RUN MUST BE LESS THAN THE LENGTH"L". <br /> GENERAL NOTES(APPLIES TO TRAPEZE AND SINGLE ROD HANGERS) 3. P_=MAXIMUM TOTAL WEIGHT SUPPORTED BY ANY SINGLE TRAPEZE OR IN THE CASE OF A SINGLE HUNG G <br /> 1. SUPPORT DUCT WORK WITH ALL THREAD RODS. UTILITY MAXIMUM TOTAL WEIGHT SUPPORTED BY ANY SINGLE HANGER. <br /> 4. PROVISIONS ARE MADE TO ELIMINATE SEISMIC IMPACT FOR COMPONENTS VULNERABLE TO IMPACT. <br /> 2. EACH RANGER LENGTH IN THE RUN MUST BE LESS THAN THE LENGTH'L.. 5. FLEXIBLE CONNECTIONS,EXPANSION LOOPS,OR OTHER ASSEMBLIES ARE PROVIDED TO ACCOMMODATE gt'X 4"LAG BOLT Revisions <br /> 3. PMq=MAXIMUM TOTAL WEIGHT SUPPORTED BY ANY SINGLE TRAPEZE OR IN THE CASE OF A SINGLE HUNG THE RELATIVE DISPLACEMENT BETWEEN COMPONENT AND PIPING.WHERE THE PIPING SYSTEM IS <br /> UTILITY MAXIMUM TOTAL WEIGHT SUPPORTED BY ANY SINGLE HANGER. POSITIVELY ATTACHED To THE STRUCTURE. VIBRATION <br /> 4. PROVISIONS ARE MADE TO ELIMINATE SEISMIC IMPACT FOR COMPONENTS VULNERABLE TO IMPACT. R ISOLATION PAD <br /> DROP LENGTH EXCLUSIONS-DUCT DROP LENGTH EXCLUSIONS-PIPING <br /> SHEET METAL CAP <br /> Il nmdlonal Selemle CODES DATE: pdt%r CODES DATE: REFRIGERANT PIPING,LIQUID, <br /> d`➢ ° ` A14848 tlorth Snolootfet,y M6Wt4848 NOHhCA Street. ROOFING,BLOCKING <br /> 2021 IBC 12/22/22 �`""�t4`�, • 202t IBC 02/22/24 GAS AND ELECTRICAL CONDUIT �/� <br /> 14848 Northam Street, La Mlretle.CA 90638 AND CANT STRIP <br /> c x°^ Le Mired.,CA 90638 PAGE: Me 877-999-4728(Toll Free) PAGE: 8" (BY GC) <br /> 877-9994728(Toll Free) -999-728(T(lax) <br /> TOTAL SUPPORT 714-523-0845(fax) 9.6 °„� �R TOTAL SUPPORT www.Is.t.bCom 8.7 <br /> CONSTRUCTION <br /> n SEISMIC DUCT&PIPE BRACING ISAT DETAILS SPLIT SYSTEM CONDENSING UNIT <br /> 4 n M5.01 NOT TO SCALE MOUNTING DETAIL <br /> --- <br /> M5.01 NOT TO SCALE 03/14/25 BDG PERMIT RESPONSE <br /> CLAMP AROUND DUCT 02/11/25 BDG CD SET <br /> WITH CAULKED JOINT <br /> SOUND LINED(2"R-8 MIN) 01/13/25 BDG ISSUE FOR PERMIT <br /> DUCT 20 GA FLASHING WELDED CORNER SEAMS <br /> No. Date By Description <br /> / \ 2X2 NAILER ANGLE RING <br /> � \ CAULKED JOINT BETWEEN <br /> / \ CAP AND DUCT FOR 16 GA SHEET METAL ANGLE RING,VANSTONE FLANGE <br /> WEATHER TIGHT SEAL CURB OR FIRE FIELD CONNECTION <br /> TREATED WOOD IF METAL CURB, Design Team <br /> DAMPER AS SHOWN (BY GC) GC TO PROVIDE <br /> ON PLANS INSULATION EXHAUST DUCT WELDED UNISTRUT FRAME Design BDG <br /> ROOFING <br /> INLET BELL SHEET METAL FLASHING MEMBRANE -______- Drawn DPM <br /> WITH WITH WELDED CORNER UP ROOF CURB <br /> SEAMS AND OVER TOP CANT STRIP 4/4/4 FLEX <br /> BIRD SCREEN --- / \ Checked DTN <br /> 18" (BY GC) (BY GC) <br /> ROOFING AND CURB SHOP WELD SC-RIND TO FRAME /yl 1 Pre Construction Number 21-25-27063 <br /> FLASHING (BY GC) CANVAS SQUARE TO <br /> (BY GC) ROUND DRAW BANDS Construction Number <br /> ANCHOR FAN TO 4z" Issue Date 01/13/25 <br /> ISOLATORS,AND BASE(TYP 4) <br /> I <br /> I I <br /> SHEET METAL <br /> Ducr DETAIL <br /> SHEET METAL DUCT ROOF OPENING BETWEEN NOTE: <br /> SEE PLANS FOR SIZE JOISTS-FIELD SLOPE CURB BOTTOM ALL FRAME MATERIAL IS GALV.UNISTRUT. SHEET <br /> TO ROOF AS NEEDED <br /> VERIFY LOCATION <br /> FOR LEVEL INSTALLATION - H VAC <br /> GOOSENECK OUTSIDE AIR INTAKE DETAIL (W-) DUCT ROOF PENETRATION DETAIL n UTILITY SET FAN SUPPORT DETAIL <br /> M5.01 NOT TO SCALE M5.01 NOT TO SCALE MM5.01 NOT TO SCALE <br /> FOR CITY USE L City of Everett Permit Services M5.01 <br /> EVERETT Reviewed for Permit 04/17/2025 <br />
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