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REVISIONS <br /> Al <br /> PROLOGIS FY '24 EVERETT 1 OWNER: o <br /> Al <br /> ROOF RECOVER AND REPLACEMENT PROJECT f PROLOGIS® Al <br /> PROLOGIS <br /> 1800 Wazee Street, Suite 500 <br /> _ PROJECT Denver, Colorado 80202 <br /> LOCATION `—/ <br /> CD <br /> +� + Everett 1 O <br /> :t. '•� 1200 Industry Street <br /> Everett, Washington 98203 <br /> ROOF CONSULTANT g <br /> m <br /> MAN TIS"' <br /> $ a <br /> INNOVATION = <br /> 6312 Greenwood Village Cr., Ste. 100 E w o <br /> 4 , Greenwood Village, Colorado 80111 # Q a <br /> - , >Ny � <br /> —tn a 3 <br /> /' ",ems,- ✓,,,, CONTACT: Jason Taylor x 2 ,0 <br /> "+ EMAIL. jtaylor@mantisinnovation.com Nz <br /> Mob.: (360) 704-9515 z Zg <br /> VICINITY MAP ® ! <br /> -`' _ t CITY OF EVERETT CONDITIONS: z <br /> r � <br /> 1. ELECTRICAL,MECHANICAL OR PLUMBING PERMITS ° <br /> '' 4 MAY BE REQUIRED IF MODIFYING ANY EQUIPMENT z <br /> REQUIRING SUCH TRADES <br /> • � 2. VERIFY NOT MORE THAN ONE LAYER OF ROOFING IS C") <br /> _ EXISTING AND THAT RECOVER IS ALLOWED PER 2021 IBC O <br /> 10 <br /> 1512.2.1&1512.2.1.1 % CIO <br /> 3. COMPLY WITH 2O21 IBC CHAPTER 15 AS APPLICABLE, <br /> O <br /> INCLUDING 1507.12 S <br /> t m � <br /> i. ■ � i! a .t _ _. 4. PROVIDE SLOPE TO DRAIN PER 2021 IBC 1507.12.1(2%) "Y <br /> 5 <br /> N <br /> „ THIS SET OF m <br /> DRAWINGS SHALL BE o _ .o o �; <br /> ON JOB SITE AT ALLE Cl- o w' <br /> TIMES <br /> a <br /> 5 <br /> City of Everett Permit Review <br /> EVERETT Status: Reviewed for Permit <br /> SITE PHOTO AERIAL ROOF PLAN <br /> 04/30/2024 11:51:51 AM fr W <br /> Abbreviations n z <br /> DESIGN PARAMETERS <br /> BUILDING CODES: d <br /> ALT ALTERNATE G GAS QTY QUANTITY TPO THERMOPLASTIC 2018 Washington State Building Code 1 <br /> ALUM ALUMINUM GA GAUGE R&REINS REMOVE AND REINSTALL POLYETHYLENE 2018 Washington State Energy Code <br /> ARCH ARCHITECT(URAL)) GALV GALVANIZED R&REP REMOVE AND REPLACE TYP TYPICAL 2D18 Washington State Mechanical Code '''i <br /> APP ATACTIC POLYPROPYLENE GS GALVANIZED STEEL RD ROOF DRAIN W/ WITH 2O18 Washington State Electrical Code(National Electric Code NFPA 7o) - W W <br /> AP APPROXIMATE OWE GYPSUM WALL BOARD RE REFERENCE W/O WITHOUT <br /> ALLEN ATTENUATION HVAC HEATING VENTILATING REINF REINFORCE(D), ONG) WD WOOD 2018 Washington State Plumbing Code J W <br /> BD BOARD AND AIR CONDITIONING RED REQUIRED WP WATERPROOF(ING) 2018 Washington State Fire Code <br /> B/F BASE FLASHING HV HEATER VENT REV REVISION XEPS EXPANDED POLYSTYRENE Including State,City,and County Amendments (/� <br /> BLK BLOCK IN INCHES RIG. INS. RIGID INSULATION GENERAL NGTES 2D21 Code Edition will become effective.3/15/2024 <br /> BLKG BLOCKING INCL INCLUDE RJ ROOF JACK <br /> BOT BOTTOM IN UL INSULATION/INSULATING RSS REINFORCED SECUREMENT FIRE RESISTANCE: UL CLASS A z <br /> B/0 BOTTOM OF INT INTERIOR STRIP ALL SURFACES SHALL BE PROPERLY PREPARED PRIOR TO EFFECTING REPAIRS. W W <br /> BTWN BETWEEN JT JOINT RTU ROOFTOP UNIT ALL DEBRIS SHALL BE REMOVED FROM THE ROOF. LU <br /> BUR BUILT UP ROOFING LP LOW POINT (S) SEALANT ROOF WIND DESIGN CRITERIA: 2 O <br /> C CONDUIT LVR LOUVER SBS STYRENE BUTADIENE CONTRACTOR SHOULD VERIFY FIELD DIMENSIONS AND CONDITIONS BEFORE <br /> CIF COUNTERFLASHING LWIC LIGHT WEIGHT INSULATING STYRENE EXECUTION OF THE WORK. CONTACT THE ROOF CONSULTANT SHOULD ASCE 7-16 WIND DESIGN: 100 MPH 3 SEC. PEAK GUST <br /> CL CENTER LINE CONCRETE SDF STEEL DECK FASTENER DISCREPANCIES EXIST. co U <br /> COL COLUMN MA MECHANICALLY ATTACHED SECT SECTION ALL MATERIALS INSTALLED WILL BE MOISTURE FREE, AND STORED PROPERLY ROOF AREA A: <br /> CONC CONCRETE MATL MATERIAL SF SQUARE FEET SO THEY REMAIN DRY. ZONE 1': 14.7 PSF 15'FROM ZONE 2 <br /> CORR CORRUGATED MECH MECHANICAL SHTG SHEATHING CMU CONCRETE MASONRY UNIT MED MEDIUM SHT SHEET ALL MATERIAL USED SHALL BE FREE OF ABESTOS. ZONE 1: .5 PSF 15'FROM PERIM. JOB NO: 70540 <br /> DIAM DIAMETER MFR MANUFACTURER) SIM SIMILAR MAKE SURE ALL ITEMS BEING SEALED OR INSTALLED ARE SECURE AND DO ZONE 2: 33 33.6 PSF 0'FROM PERIM. <br /> DTL DETAIL MIN MINIMUM S/L SKYLIGHT NOT SWAY, FLEX, OR BEND. ZONE 3: 45.8 PSF 5'x75' CORNERS DATE: 11/15/23 <br /> DS DOWNSPOUT MISC MISCELLANEOUS SPEC SPECIFICATION(S) DURING THE WORK, CONTRACTOR SHALL MAKE THE ROOF WATERTIGHT EACH <br /> DWG DRAWING MSC <br /> METAL SPM SINGLE PLY MEMBRANE(E) EXISTING (N) NEW SQ SQUARE DAY BEFORE WORKMEN LEAVE. DRAWN: is <br /> E ELECTRICAL N/A NOT APPLICABLE SSMR STANDING SEAM METAL CLEAN ALL DEBRIS AND MARKS ON THE BUILDING CREATED BY CONTRACTORS INDEX OF DRAWINGS <br /> EA EACH NO NUMBER ROOF WORK LEAVE SITE IN A NEAT AND ORDERLY CONDITON ON A DAILY BASIS. CKD BY: JT <br /> ELEC ELECTRICAL) NOM NOMINAL STD STANDARD Everett 1 <br /> ELEV ELEVATIONS/ELEVATOR NTS NOT TO SCALE STL STEEL C1.0 COVER SHEET& INDEX FILENAME: <br /> EPDM ETHYLENE PROPYLENE OC ON CENTER(S) STRUCT STRUCTURE(AL) N1.0 GENERAL NOTES <br /> DIENEMONOMER OD OUTSIDE DIAMETER S/H SMOKE HATCH R1.0 DEMO PLANS SHEET SIZE: 24"x 36" <br /> EPS EXPANDED POLYSTYRENE OSB ORIENTED STRAND BOARD SV SOIL VENT R1.1 ROOF PLANS <br /> EQ EQUAL PNT PAINTED THK THICKNESS SHEET 1 of 5 <br /> EQUIP EQUIPMENT POLYISO POLYISOCYANURATE THRU THROUGH R2.0 ROOF DETAILS <br /> EX P EXPANSION PEV POWERED EXHAUST FAN TOD TOP OF DECK R2.1 ROOF DETAILS <br /> EJ EXPANSION JOINT PREFAB PREFABRICATED TOT TOP OF INSULATION R-3 0 DESIGN CRITERIA •0 <br /> FA FULLY ADHERED PVC POLYVINYL CHLORIDE TOW TOP OF WALL PH1.0 ROOF PHOTOS <br /> FT FEET PW PLYWOOD <br /> PLOT DATE:NDvember 30,2023 8:01 AM G:1FMS-Projecta\3_(7-Seriea)-CyberCon Acquisition PrgeGs\—O-FY268eaXle Mark—king F.Id.CAD\1054D Pmlage FYN EvereX 1_Plen—Detobdw <br />