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HomeMy WebLinkAboutCOM2023-00026 Reroof - COM Inspections - 5/7/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Budding,Planning,Environmental Health.Community Health E L MA:360482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspectio .p p Permit Number COM2023-00026 Date Issued 08/18/2023 Issued By Project BLDG M WAREHOUSE/MOTOR POOL-REROOF Site Address 2321 W DAYTON AIRPORT RD Applicant STATE OF WASH;DEPT CORRECT WCC Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type REROOF-COMMERCIAL Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building T=7— Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other 9-ur ✓cC�ty� Clout t�cy< </t ✓t��v' . Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov E 23-00026 REROOF- COMMERCIAL DESCRIPTION: BLDG M WAREHOUSE/MOTOR POOL - ISSUED: 08/18/2023 ESS: 2321 W DAYTON AIRPORT RD SHELTON EXPIRES: 02/14/2024 PARCEL: 420090060000 APPLICANT: STATE OF WASH;DEPT CORRECT WCC OWNER: STATE OF WASH;DEPT CORRECT WCC DEPT CORRECTNS;PROP UNIT DEPT CORRECTNS;PROP UNIT SHELTON,WA 98584 SHELTON, WA 98584 1.561.669.3838 ARCHITECT: GARNER MILLER MSGS ARCHITECTS 510 CAPITAL WAY SOUTH OLYMPIA, WA 98501 1.360.943.6774 FEES: Paid Due State Fee-Commercial $25.00 $0.00 Technology Flat Convenience $5.00 $0.00 Fee Re-Roof Commercial Base Fee $190.00 $0.00 Totals : $220.00 $0.00 REQUIRED INSPECTIONS Re-Roof-Final Inspection Progress Inspection CONDITIONS Printed by:Amber Selby on:08/18/2023 01:36 PM Page 1 of 2 ` Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REROOF- COMMERCIAL COM2023-00026 OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * Roof Slope: IRC Chapter 9. Roof slope must be indicated to ensure selected roof covering is allowed on designed pitch. " Roof Covering: IRC section R905 & 907 Selected roof covering must be installed in accordance with manufacturer's specifications and IRC requirements. A drip edge shall be provided at eaves and gables of shingle roofs. Attic Ventilation: IRC section R806 Enclosed attic and rafter area shall be supplied with cross-ventilation. Insulation: IECC Chapters 4 & 5 WSEC Residential Provisions. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during re-roofing shall be insulated either above or below the sheathing. Insulation is not required for roofs where neither the sheathing nor the insulation is exposed. (Reference IECC/WSEC R101.4.3) " A progress inspection during reroof shall be made by the inspector prior to final inspection being scheduled. " In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances gov rning this type of work will be complied with whether specified herein o t. T e granting of rmit does not presume to give authority to violate or cancel the provisions a of er state c a r gulating construction or the performance of construction. Issued B . Contractor or Authorized Agent: Date: Z Printed by:Amber Selby on:08/18/2023 01:36 PM Page 2 of 2 If Is x"uL-I V CU MAR 2 0 2023 J 615 W. Alder Street 4 cs°N CoOt'T MASON COUNTY C 0 M 2D2?i)-Ooici 2.�A COMMUNITY SERVICES DEPARTMENT p - t Mason County Bldg. 8, 615 W.Alder Street Shelton,WA 98584 1854 www.co.mason.wa.us (360)427-9670 ext.352 Belfair(360)275-4467 Elma(360)482-5269 ' NON-RESIDENTIAL RE-ROOF APPLICATION � Roofing Sq ft area 45,000 Type of Roofing to be Applied Single-ply Membrane TPO Number of existing layers ers 1 Roof Pitch: ' VARIES Tear off: X Yes No — — Unknown, Existing, Use of building S Construction Type:Combus ablRoofine Classification A (Occupancy classification) (wood,steel frame,masonry etc.) **See note below (A,B or Q Include manufacture specifications verifying materials meet roofing classification. B&C roofing classifications require site plan drawn to scale. _ Will insulation be installed? XYes No Existing Insulation, describe None Existing roofs shall be insulated to the requirements of R-38 if electric heat, R-30 all others, IF: a.The roof is uninsulated or insulation is removed to the level of the sheathing or b.All insulation in the roof/ceiling was previously installed exterior to the sheathing or nonexistent. Roof ventilation, describe : Non-vented Roof deck&insulation Inspection required before new roofing materials can be applied Name of Business: State of WA; Dept. of Corrections Subject Property Address: 2321 W Dayton Airport Rd, Shelton, WA. 98584 Assessors parcel number(s)• 420090060000 (Address and parcel number required for all applications) Owner: State of WA; Dept. of Corrections Mailing address: 2321 W Dayton Airport Rd City: Shelton State: WA Zip: 98584-0974 Phone ( 360 )432-1508 FAX ( ) E-Mail: kevin.loresch@docl.wa.gov —Expedited permits may be obtained for class A roofing I hereby authorize Mason County re presentative(s)to inspect my property Monday-Friday between the hours of 8 a.m. and 5 p.m.during this permit application process for purposes of verifying site conditions. Owner: r Date: MASON COUNTY COMMUNITY SERVICES Co m ZoZ3-�D2,(f� PERMIT ASSISTANCE CENTER: Permit No: •BUILDING•PLANNING•FIRE MARSHAL 615 W.Alder St-Shelton,WA 98584 Y Phone Shelton:(360)427-8670 ext 352 • Fax:(360)427-7798 Phone Beltair.(360)275-4467• Phone Elme:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: State of WA;Dept.of Corrections NAME: To be Determined MAILING ADDRESS: 2321 W Dayton Airport Rd MAILING ADDRESS: CITY: Shelton STATE:WA ZIP:98584-0974 CITY: STATE: ZIP: PHONE#1: 360-432-1508 PHONE: CELL: PHONE#2: EMAIL: EMAIL: kevin.loresch@docl.wa.gov L&I REG# EXP. CONTACT PERSON: OWNER❑ CONTRACTOR❑ OTIIER® NAME: Garner Miller,MSGS Architects MAILING ADDRESS: 510 Capitol Way South CITY: Olympia STATE: WA ZIP: 98501 PHONE: 360-943-6774 CELL: EMAIL; 9amerm@msgsarch.com PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 420090060000 ZONING LEGAL DESCRIPTION(I ENTIRE SECTION EX N OF RM,E112 SE NE,SW SW 8 E1/2 E112 —FIRE DISTRICT 16 SITE ADDRESS 2321 W Dayton Airport Rd CITY Shelton DIRECTIONS TO SITE ADDRESS From Shelton:Head North on HWY 101,Head Weston 102,W Dayton Airport Rd.for 3.5 miles,site on the le . IS THE PROJECT WITHtr-r300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO❑ IS PROPERTY WITHIN 200 FT: (Checkauthatapply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR® OTHER USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Commercial Building IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS N/A NUMBER OF BATHROOMS NIA HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[s]of Bldg)❑ NO❑ DESCRIBE WORK Remove existing roofing and replace with new. (Valuation/Project BidAmount:8 1,300,000 ) SOUARE FOOTAGE: IST FLOOR 45,000 sq.ft. 2ND FLOOR N/A sq.ft. 3RD FLOOR N/A sq.ft. BASEMENT N/A sq.ft. DECK N/A sq.ft. COVERED DECK N/A sq.ft. STORAGE N/A sq.ft. OTHER N/A sq.ft. GARAGE N/A sq.ft. Attached❑ Detached❑ CARPORT N/A sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE N/A MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER acknowledges that submission of Inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) ` x / I ��71C�tp�Z62�j Signature of OWNER(Must be signed by the OWNER) T �— Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PERMIT SPECIALISTS .take: tanner: lApproved&Ready for Pick-Up: Visit us on-line: http://www.co.mason.wa.us/communiV_dev/ Rev 1,2712016byJBN sr N �Fs WASHINGTON CORRECTIONS CENTER APPROV ED AS NOTED NL e.v:w.4 roI Goa.cawll.Iiw T«lroa.iremi Ikl�RB o V`o 3 0 LM a9PBciXRn la D.1mY. 6 W �L PbjRiL iHep CamplY will)P.TmR CdbRimi es mTB4 an be � a O permit ^ 3 +� o 3 M BUILDING WAREHOUSE-MOlORPOOL — F.N.b I—,P I—H—PI..an W miy r.RII.e � Special Inspection Required U "2o F'RIOA b vIW.RiBon Tv BW C1inBeB.Wrpii ro M 2321 W Da ton Airport Rd, She/ton, WA 98584 Approval of this application �,� �.��4 a y p includes special inspection Sfafe Project No. 2022-37J� pursuant to Chapter 17 of IBC. Tc 7 See attached special Mason County MSGS Projecf No. 22- 116 Permit Document H inspection outline. conn2ozs-000ze CODE COMPLIANCE: NAT O A L ELEC BUILDING CODE 8 ED EDITON NATIONAL ELECTRICAL CODE AIB EDITION INTERNAIIONAI FIRE CODE 2DI8 EDITION —NATIONAL IXI—BUR.—COO,2018 EOIIIOFI wASHINGTON STALE ENERGY CODE-8 EDITION IMERNATIONwI MECHANICAL CODE x.a eom WASHINGTON$T AMENDMBITS.m18 EDIIOH PROJECT DATA: PARCEL NUMBER: 42W90p6LILW LEGAL DESCRIPTION: EMIRS SECTION IX N OF—El Y2 SE HE Sw Sw L E112 E1/2 S�AREA ARCHITECT: c""RUCTION TYPE: NRNO H IIX¢RNG NONLOMBUS6EI E MTING.NO CHANGE) LU MSGS ARCHITECTS OCCUPANCY,11: S( MSGS ARE SPRINUE es)E R: Yes NO CHANGE) 510 CAPITOL WAY S.OLYMPIA.WA 98501 CONTACT:GARNER MILLER,PROJECT ARCHITECT CAMPUS MAP NOr TO SCALE BUILDING Si: 45.(XASF IAPPROILf.IIX¢RNG.NOCWWGE) aooF MATERIAL: cLAss A O P 360.943.6774 X 112 F 360.352.7005 W O E GARNERM41MSGSARCH.COM SCOPE OF WORK: V a REMOVE—NG BUILT-UP ROOF AND TAPERED CRICKET INSULATION TO CONCRETE ROOF DECU BUILDING ENVELOPE CONSULTING: �Q Q TQI REFACE MNEW SINGLE—ROOFING AND INSULATION SYSIEM.REMOVE AND RE%ACE O '2 NEXUS Z F— co, 747 FAWCETTAVE..TACOMA,WA98402 CONTRACTOR ACCESS j CONTACT:TODD WOLF �—f P 253-625-7090 SHEET INDEX O `n E TWOLF(4'NEXUSBEC.COM -� � Cova PROIECT RILE CONSULTANT ADDRESSES.VICINITY MAP M ' ) 4 SHEET 11DIX II— W O N STRUCTURAL ENGINEER: I T AacHITEcroRA V) O PCSSTRUCTURALSOLUTIONS I I ( I AD2M DEMOLITION ROOF FLAN AND ELEVATIONS W 1250 PACIFIC AVE,#701,TACOMA.wA 98402 A2aw NI ROOF PLAN.—Ar�JNt AND BUREMNG SECTION N CONTACT:JEFF KLEIN P.E. I I � O TO DETAILS O O AS]0 IXIERIOR ELEVATIONS AND BULDNG SEC110N5 P 253.3832797 E JKLEINOPCS-STRUCTURAL.COM STRUCTURAL 0 W O O MECHANICAL ENGINEER: BUILDING —— = $1.01 GENERAL NOTES Q w GENERAL NOTES PLA SI.D2 HARGIS ENGINEERS Sx.ID aOOF FRAMING PLAN Q O 12DI THIRD AVE.#600.SEATTLE.WA 98101MECHANICAL CONTACT:RON EUASON,P.E.PMP `^/ —I MECHANICAL LEGEND,GENERAL NOTES.ABBREV.,AND SHEET INDEXO w P 206.436,0444 ` I O C 206.963.5682 —— I MDR MECHANCAI SCHFWLES •, C) Q E RON.ELIASON@HARGIS.BIL T I I MM.I HVAC ROOF DEMO PUN M2.0 MECHANICAL FLOOR F-H Y Z Ln M2.1 HVAC ROOF PLAT+ 3 M8.1 MECHANICAL PHOTOS Q 10 IU-1 4- M.1 ME CHANICAL OETNIS - N I — Ica I I I U I VICINITY MAP NDr oscAE U I I > ,. A ;. _ As . SITE y I J FEB 2023 PERMIT SET LL-----------------------JJ = r*j i, ;:' No. Q Keynotes - I. REMOVE WSTNGMEMBRANE g U 4— O P ROOF.I—TATION AND '^ FL/3NINGS DOWN TO U "� Ex6UNG CONCRETE DECK, b U 3 O 2. REMOVEE NGSNEET /tom aLL ETA C0—. 2 W U N0 U Legend: MTING MECWANCAL EQUIPMENT AND CURES.REMOVE ASSOCl41ED nASWRJG AND PRE4 TO—CURM AND EQUIP—T TO ACCOMMODATE NEw EbUlA1KMf DEPi".SEE MECHANK:AL QGV GRAVITY VENTIIATOR OM MARE WOOD 9 EKWAUSTFAN O VTR -.OT TWROUGW ROOF rse1DEMOLITION ELEVATION - EAST ;. '; DEMOLITION ELEVATION - SOUTH u """ WQTVEN SCALE:1/16"=1'-T SCALE:1/16"=V-(Y' Mason County Permit Document COM2023-00026 cc W I x I I I I i I I x I I i I I i Z J OR W U 0 ---— _ -- ---- W�._._ 0 0 W �1DEMOLITION ELEVATION - WEST ;. w = t~ nDEMOLITION ELEVATION - NORTH D e le' J2' 0 D 6 .m I/1e'=1'J O LLI gQgy SCALE:1/16—I-(r SCALE:1/16-1'-0" U 3 <O Z x< O z � 3 J Ty Z m R 2 N �Od Q ISd � ]Id 2 AO 3 3ed � xRd S SPO 6 Dd O_ lTd s xPd , IPd G ISd I I I I I x I I b x ET 11xx 1XT Gr T` T T T T T 1 1 1 1 xT 111R'VTR G G G G Gf9 a- -+ v O,-I?v a R- --F M � ti M � --F v -R v R- -ti v �- -. � r^x�i Gv ,;17 T T T T T d P=G6iERED 1 1 1 1 x 1x 1--.— --r �-- � — � �- ---'" t` — --ry . -� �- /.� ARNGvSTATEOF C O O O O CI q f3 O ---© x T T T T T T T T PERMIT SET FEB 2023 4 R x x x x x x 1GV T T T T _ s § x 11111111� v •--_ -. v .— —. v «— � v � —. e � � v .— �v v �- -�" v �T T T T T T T T T DEMOLITION l ROOF PLAN AND b b b b U }b b b ELEVATIONS W i �J ; R _______------------_---__ ________-----_____________________. . - A D2.30 DEMOLITION ROOF PLAN ah 2. Ine-Id v SCAI F.1/16 -1 0' -� Msce Iyopcl No. na 22-1,6 p Keynotes 3 4-- 1, NH'L'SINGLE-PLYMEMEBRANE t ROOF SYSTEM CON id1NG 1.17. NEW SINGUILI HO fY ME ER 1/sT EROOHNG. G IZ. COVER, R/T U 3 OVER NEW TR n +� I.J. OVER NEW 6 R-JB RIGID �,Q lA OVER NEW VAPOR BURNER • ` O 1.5. OVEREUSTNG Q V S i E ROOF V I. NEW ROOF E NAND OVER FLOW DRN.tt%NCAl Of(SD) a LOCATIONS.WE MECHANICAL AND DETAIL: A3Z0 1 3. NEW GIIARDRAIL AROUND • BOFE PER OR OF SUMP AREA BUILDING ROOOF.F.EQUALLY '1 SPACE RA D 6 sb'a' O.C. PICAL. <. DOWPORTON RO OF STIRCREwUHROEEvOP VAN—AND LIGNT W EIGM CONCRETE EIISING SLOPE OVER FLOW.SEE TYPICAL OF IJOI LOCATIONS. 1/(P6f 160T I 4 MECHANICAL 5. WELL AND RASE PORRON OF —OfE HARAPET WALL tO MATCH EI GHT OF OUSTING PRECAST WALL PANEL. - 6. .15TNGSUSPENDEDPLASTet Mason County CEN i NG REMAIN. PROVIDE SHORING,to UNDERLDEOf 1 1 CDUNGASROOUIREUIRED O Permit Document FT WORKERS ACCESS ACCESS WG THE TOP 510E OF THE CEILING TO PLSTALL NEW COM2023-00026 DRAIN LEADERS. O REMOVE PORTION OF EUSTING-SUSPENDED ACOUSTIC ULE-LING AS REQUIRED iO INSTALL NEW DRAIN LEADERS.REINSTALL i CEIING TO ORIGINAL CONDITION. B. LOCATE AND VERIFY LOCATION Of OUSTING UNDERGROUND DRAIN SYSTEM.SAW CUT EXISTING 6' CONCRETE s's AS REWIRED TYPICAL PLAN VI MAIN MAIN AND TOCONNECTNEWROOF NE'A'RR�FLY ROOFINGOVER low.SEE I TEARERUNES LOCH FLAG UG �I DRAM PIPES.PATCH BACK MECHANICAL W To su6v AREA CONCRETE SI-ro MATCH NECH G SCAB DR GRADE.SEE $TAGEWOK TOAWINGS. Z Q EtIStINO SLOPE I E%dTINO k�E SiMPACT Of SERVICE OF UE W O MAN DRAM.SEE MECHANILJ.L VEHICLES AND COORDINATE OVERiLOW ORAN,SFE MKHAMCAL SCHEDULE WRH OWNER � fi'SWA<ER I m _ I WRING CONSTRUCTION. ' Dow NEWSNGIE PLY O Oc 3� ROOIIIG AND RIGID �+� � L =N NSUUM)tR / LyJ IN sT LOWREPHT OFROOF DRAIN LAICAL SEE W H y SiRUCNRE WRH E'DEEP OF MECHANICAL _!t WNTWDGMCONCRETE -62 IX6'P4CONCRTE SRUCIUR � W �� O U Q Z —_ 3 A /_� I 1YP ^ AJZO S J Q H NPLL LOW PORTION OF ROOT 4 Y ) LT'/ 2 V L ) 1 ) IIIVVVIIII IrEt J_ N STRUCTURE WITH B'DEEP OFUGH, .`', --------'-........ Z R WEIGHT CONCRETE m V7 � FYJSTIW ROOf STRUCNRE A5 OCCURS TYPICAL SECTION VIEW IX45TRG-11RE-YPCAC ��--------------------- SUMP AND ROOF DRAINS y TYPICAL ROOF PANEL T4 P 5 BUILDING SECTION A3Z0 I'= Q A 1/4'=1-0" A3.20 Illy'=I'-Q' SCALE:1/4"=1'-0" SCALE:1/16-=F-T A&10 3 TTPICALWMRDRK AR.10 J ttPICAL GUARD RAIL 1 2 3 4 5 6 7 8 9 0 E D QC e A S 5 S 5 S q I s S i J WP i T4 3'd Td Ta i J iTP J 1YP Td General Notes: �- _ ��fyR9/=gG(gl�SlyERCB) ARNEKF.NUUFA STATE OF WASHINGTON 5 DEMOLITION ELEVATION - EAST ° B 16 J NEW ELEVATION - SOUTH D IF 16' JT PERMIT SET FEB 2023 I/16'•1'-0' A3.20 I/16'=1'-Q' 6F6 Legend: SCALE:1/16'=F-T SCALE:1/16"=V-Y' ^r6OfA mjg pp1i y 1 J IYPK:ALGUARD RAI 1 3 IYPICAL GUARD RAIL ��//Tss��// �/'�T�') Ye1/ '1i�) �lYa�� �/Tc�/ Y��// A8.10 5 1 I B 5 I 5 I S ° S 5 5O 5 1 I ° Q Rws N "rva.TPACP Went-I J TTP -----' Ta Ta d Ta ud J )PI Ta Ta' ra J WP .,T. � Id EXTERIOR ELEVATIONS AND BUILDING -- _ _ 1 _- — - SECTIONS D e D 2 NEW ELEVATION WEST le u NEW ELEVATION NORTH IF le 3Z A3.20 A3Z0 I/16'=1'd' AT30 I/ly=I_Q ty g SCALE:1/16"=V-C' SCALE:1/16'=1'-0- Av'i scs Pmpcl w. pa N 22-I I6 (D Keynotes 8 Eo 1. NEW SINGLE-PLY MEMERRANE g U C ROCf SYSTEM LE PLY IWG `�O U O_Oo �...........................................-. 1.1 OF SINGLE PLY �"' ;C (4) sl �6) (7l dal vl (to) ° r MFMEBRANE ROORNG. 12. OVER vz `E J I I Iwuur—�ON D Q� n a.IJ. OVER NEW BR->O RIGID 1.1. OVER NEW VAPOR L MRRIER C� U a 1.5 OV. ER'STING CONCRETE— 6 STRUCTURE. NEW DFAIN AND • • • --.....(El 4. FLOW DRAfN.TYPICAL OF(501 U '� LOCATIONS,SEE IA - - MECHANICAL AND DETy: 6 s _ J. NEW GUARD AR RI dD ENntEPE IR OF • _ BUILDING ROOF.g PACERAMDB SPACE OALUST i&6'd O.C.4. INFR LOW LOW PORTION UE EE ROOF �D>---- - ■ }^ • • ■ • ■ • • ---�Dl STRUCTY GHTC NCREPOF FFiiii , EC - L%HT WFGM CONCRETE OCAY— WFRLAND RAISELPDRTION Of PARAPET WALL 10 MATCH Cll'N f} HEIGHTOFQ SLING PRECAST WALL PANR p 4$1 6. FASTING SUSPENDED PLASTER 2F CEILING TO REAMW. PROVIDE SHORING r0 UNDERSIDE OF PI STEP CEILINGASR11 4� C� — -'■ — C SUPPORT woarUUSLSED To — ACCE5ES5 HATCH ACC ESSM 1p p G THE(STALL NEW OF ARO HATCH 95 THE CflUNG T rtOP SIDE L DRAW LEADERS. p >. REMOVE-SUSNp w- DUSTING ACOUSTIC 6 SUSPENDED ACOUSTIC TLLE CEILING AS R—LE TOINSTALLNEW DEAN LEADERS.RERISTALL CEILING TO ORIGINAL CONDOgN. R. LOCATE AND VERIfl i g�.— ■ ■ .i...�...�m...r-...s.������� • Is --�51 LOCATION Of E%ISiING UNDERGROUND GRAN SYSTEM.SAW cut EASnNGe CONCRETE SLAB AS REQUIRED TO CONNECT NEW ROOF L-� LEADE LINES DRAW Pp..PO FASTING UG CONCRETE TO MATCH LU DUSTING SIAJ ON GRADE,SEE MECHANICAL DRAWINGS, Z 0 STAGE WORK 10 MINMUE /A>-- ■ Is • • • ---(ql RAPACr OFSERVICEOF W 0 0 B VENICLESAND COORDINATE V SCHEDULE WRHOWNER (ae L a DURING CONSTRXC . (n 0 O 0 o� L 1 I U LU (5; 0 11572 f O W o "-. 0 Q �8 _ _«« __ » ..................----.._.._.........._.._._._....._._._----_--- FLOOR CEILING PLAN Z 0 < Az]0 li 0 z Qa H SCALE i/16"=1'-0" 1-- Q 3 Mason(County z m Permit D cument = R 5 N —� J A19 11 5 nPluLcuARO RAR J , COM2023 00026 Q ttP on, Jara m ls-w T No 2 JDd SDQ 4 SDO 5 SYII' 6 YYO' sTU 9 SDd 9 YTP Isd 5 5 s s Jo s ;� s Fa a L• b 1 m.YDP tsq s t 1 L 1 6 nP.OFISq 1 1 t 1 m.oF(M 1 EM II y QEF s— (I T x m.alsq v T• T T T x mcFlsq T T T T ' m.of tsa T 0 zvntIs .1 P .1 tt 1 1 t X X X0.a v —"— General Notes: nPCA, GT lavz IN T T T T T , REGSreI® .1 J ttPKJIL GUARD RAIL Rm �IQVIf,Cf 2 m.0l tsol 1 1 t 1 x M.Of 1501 j 1 j j : m.a lsDl j srAIE OF wPAYMXs'fDN G G G G ^ .. . .. . .:... ,." 2 T . ttP.a ISq T T T T 6 m.a I501 T .T T .T R ttr.a(SDI T ' nr Legend: PERMIT SEr FE82D23 ttv x1 1 1 1 1 1 t 1 1 L L _ G G T.. T T.. `'T. 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U CONUNUOUS SFAIAM V RAISED PIPE,SEE MECHANICAL STMNLP3S STEEL DRAW BAND SINGLE FLY PREMOLDED H FIASHING PIPE BOOT. —.R WELD MECHANICAL EQBPMENI AS OCCURS,VERIFY STYLE CUT EDGE SEALANT CUT OFF MASTIC AND SRE IN HELD SEE MECHANCAL SEAM FASTBIER NF W SINGLE PLY SRIGLE PLY ROOFNG A VD ROOFING AND RIGID RIGID WSUTARON INSULATION —— -- ASSUME NEW CURB TO BE 3XRA WOOD SNOS LR IW O.C.MAX- CURBBASE WET/r CDX PLYw WITH BATE 4 CURB SOH AND HUED WUH Mn NSUTAIgNx NEW INSUTAigv SNGLE PLY MEMBRANE LIP UP AS OCCURS Mason County AND PO CURB IR WELD E�raIG UT-AIR WELD Permit Document FRAM NG Ci EDGE SEALANT O To � COM2023-00026 REVAR, ea —NG CONCRETE """G CONCRETE ROOF CURB 10 DECK AS OCCURS REMAIN RAISED MECHANICAL CURB FLASHING PIPE PENETRATIONS W J W O NEW SINGLE PLY ROOFNG.EXTEND UP AND NEW SINGLE PLY ROOFING,EXTEND UP AND d < OVERTOPOFNEWTOPPIATES OVERrOPOFNEWTOPPIAIES (n Omj NEW 2X GA PRE{IE(SHED SHEET METAL NEW 24 GA.PRE—SHEET METAL COPNGW/STANDING-1— COPING w/STANDING SEAMS a HT O O.C.MAIL O.C.MAX. O 3 N SLOPED CAM STRP SLOPEDCAMSIRIF P= c�NEW I/T'CDX PLY WOOD AND WOODSTAINLESSIN S STEEL SiAIESS STEEL FASTENER ed L1J s Lu ? N STAINLESS WITHWRN NEOPRENE WASHER CONPNUOIA VAPOR NEOPRENE WASHER G C HI O C.MAX.ANDS O U Z WINE", IB'O.C.MM.AND4 MM FROM BIDS SHAPED RIGID MAX FROM ENDS NEW KEEPER AND FASTENERS@ IB O.C. d NEW REEFER AND FASTENERS@ I S'OC. O ��) INSULATON,VERIFY IN —AND—FRO M ENDS MAX.AND f MAX FROM END$ F.I. SINGLE PLY ROOFING AND I U Q <p RIGID INSUEA1gN NEW ROOF EDGE NEW ROOFEDGE SECURBLEM NEW BAR NSULATION SKUREMEM e I NEW PRESSURE IRFAIED DOUBIE Z o Q vgPOR BARKER UP UP - VAPOR BAR LAP UP 1 PLATE AND SLOPE CAM SIMP TS O PARAPET STUDS 9S16 O.C.AN IJZCDXRIPPED— PARAPET Qe O Z O VF HOT-AIR WELD SNOOD O.C.AND I/T'CDX HOI-ARK WELD NEW ANCHOR BOLTS A13r CC- PLYWOOD O 3 BOTH SIDES EVVVI� NEW WEATHER BARRIER J � .d NEW 2A GAPRE"EWISHEDSHEETMETAL DO N 4" FASCIA PANELS = C e H L e NEW KEEPER AND FASTENERS S 18'O.C. RQ MNI.AND A"MA%FROM BIDS NEWNGAPREFNLSHEDSHERTNEETAL a EXBING CONCRETE PRKASr WALL PANEL M cLowRE rR.w sFAL JOIM Ai coNCREIE As OCCURS WALL. a < .I I NEW ANCHOR BOLTS AT sr O+C- r e Y e EXISTINGROOFSTRUCNREEDGE B' SINGLE PLY ROOFINGAND a SiIGLEPLYROOHNG AND "- RIGID INSULATION RIGID INSUTATION E%B1ING CONCRETE ROOF SraIX:NRE RXxE a d - EXISTING ROOFSTRUCTUREAS OCCURS CURB AT JOINING UNITS EXISTING CONCRETE WALL BEYOND AS OCCURS TYPICAL ROOF RIDGE NEW PARAPET AT ROOF EDGE PARAPET FLASHING AT WALL rL f 6'O[dWLY YAC®HKAL 4. B REGISTERED�EpG IISS TTEE�R(E-D[ NEW 7SOUARE NEW—QUARE NEW Z SOUAFE E1Y�- GALVA—TOP RAIL GALVANRED POP RAIL GALVANUED TOP RAILY/E F.NUIR ASHNGTON Special Inspection Required PERMRSET FEB 2023 Approval of this application NEW I/A''$TAINIFSS NEW I/B"STAINLESS NEW 1/4"STAINLESS NEW I/1STAINLE55 OORq DON includesspecial inspection STEEL CABLE.TYPICAL STEEL CABLE'TYPICAL STEEL CABLE.TYPICAL STEEL CABIE.ITPICAI pursuant to Chapter 17 of IBC. NOTFSAPFLY See attached special Npl6 APMYe - A&IB AB 10 inspection outline. --LNAWN�AK NEW PRE-FINISHED NEW PREBNISHE0 PARAPET COPING CAP PARAPN COPING CAP NEW T'SOUARE - - NEWrSOUARE O FP�RWNIR.C"EDIN 5 GALVAWZED G LUSTRAVARR E d BALusiaADE ULIbraADE "- I NEW]�GA PIREiwSFED SNEET MEAL fASC1A FAIElS SEE SIRIICMIAL }.. —TING PRE-CAST CONCREIE WALL PANEL DETAILS - E ROOF 5EC1U coECRE Q ROOF NIRE EDGE •• 2 I As ocCuas ` ELEVATION @ WALL PANEL PARAPET ELEVATION @ ROOF EDGE A SECTION @WALL PANEL PARAPET B SECTION @ ROOF EDGE A8.10 GUARD RAIL DETAILS AB.ID I yr I o' MwsP LNR. 22-116 GENERAL NOTES 8 E o THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS.ANY DISCREPANCI SPLICE TABLE NOTES: ES LIGHTWEIGHT CONCRETE:SHALL CONFORM TO ASTM C330 AND SCI 211.2.LIGHTWEAIGHT CONNRETE SHALL m H U o FOUND AMONG THE DRAWINGS,THE SPECIFICATIONS,THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL HAVE MAXIMUM DRY DENSITY OF 116 PCF AND A MINIMUM OF 90 PCF AT PLACEMENT. & ^` BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK DONE BYE AT THE GENERAL 0 I F T E W o c CONTRACTOR'S THE GENERAL CONTRACTOR SK�THE GENEERALDISCOVERY OF SUCH DISCREPANCY SHALL BE CONTRACTOR SHALL VERIFI'AND COORDINATE DIMENS DIMENSIONS AMONG ALL AGGREGATE:COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 POST-INSTALLED ANCHORS n -}- 0 3 DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.THE STRUCTURE HAS BEEN DESIGNED POST-INSTALLED ANCHORS:SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. fD n TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL CEMENT:CEMENT SHALL CONFORM TO ASTM C150,TYPE II PORTLAND CEMENT OR ASTM C595-TYPE IL PORTLAND THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST- E. ELEMENTS HAS BEEN COMPLETED.STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE LIMESTONE CEMENT,,UNLESS NOTED OTHERWISE. INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN•PIACE ANCHORS.CARE SHALL BE TAKEN I o ' ` o RESPONSIBILITY OF THE GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR.INSTALL IN ACCORDANCE WITH THE iQi v SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES;TEMPORARY SHORING,FORMWORK,BRACING; FLYASH:SHALL CONFORM TO ASTM C618 CLASS C OR F,MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.INSTALLER SHALL BE QUALIFIED AND TRAINED BY n USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES.PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE THE MANUFACTURER.HOLES SHALL BE HAMMER DRILLED ONLY(ROTARY DRILLED ONLY AT UNREINFORCED STRUCTURES DURING CONSTRUCTION PER SEVASCE STANDARD NO.37-14'DESIGN LOADS ON STRUCTURES Ste:GROUND GRANULATED BLAST-FURNACE(GGBF)SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. MASONRY-NO HAMMER TOOLS). DURING CONSTRUCTION.- T ALTERNATE MIX DESIGNS:VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN SUBSTITUTION REQUESTS,FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW,SHALL BE SUBMITTED FOR CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES.ES. ACCORDANCE WITH ACI 318,CHAPTER 19.PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID,ALONG WITH CALCULATIONS THAT SHALL BE STAMPED BY A DETERMINATION OF ACCEPTABILITY. PROFESSIONAL ENGINEER(LICENSED IN THE STATE OF THE PROJECT)DEMONSTRATING THAT THE STANDARDS SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES(MINIMUM)OF THE ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE ADMIXTURES:ADMIXTURES SHALL BE BY MASTER BUILDERS,W.R.GRACE,OR PRE-APPROVED EQUAL.ALL SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S)AS REQUIRED BY (IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. 01IM CODE. CONTRACT DRAWINGS/DIMENSIONS WATER:SHALL BE CLEAN AND POTABLE. NCHORS: ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.CONSULTANT DRAWINGS BY OTHER IVE ANCHORS:HILTI HIT-HY 200 V3(ICC-ESRA868),HILTI HIT-RE 5D0 V3(ICC-ESR-3814),DEWALT DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS.REPORT DIMENSIONAL OMISSIONS OR MAXIMUM CHLORIDE CONTENT:THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SWILL NOT EXCEED 0.15%BY 10+(ICC-ESR-3298)OR SIMPSON SET3G(ICC-ESR-4D57)OR PRE-APPROVED EQUAL. DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL,MECHANICAL,ELECTRICAL OR CIVIL WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. ONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. ONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE TOTAL CEMENTITIOUS MATERIAL:THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG.AT THE CONTRACTORS ANUFACTURER. OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25%BY WEIGHT OF TOTAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS.PRIMARY OLE SWILL BY HAMMER-0RILLED ONLY.CEMENTITIOUS MATERIAL.IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THESTRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF O NOT INSTALL IN WATER-FILLED HOLES.CONCRETE MIX DESIGN TABLE.FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUSSTRUCTURAL PORTION OF WORK.SOME SECONDARY ELEMEMS ARE NOT DIMENSIONED,SUCH AS WALL STALLER OF HIORIZONTAL OR UPWARDLY INCLINED(ANY POSITION EXCEPT DIRECTLY WCONFIGURATIONS,INCLUDING EXACT DOOR AND WINDOW LOCATIONS,ALCOVES,SLAB SLOPES AND DEPRESSIONS, MATERIAL PER CUBIC YARD,ALL OTHER MIXES SH ALL CONTAIN NOT LESS THAN 5.1/2 SACKS OF CEMENTITIOUSOWNWARD)ANCHORS SHALL ALSO BE CERTIFIED BY THE ACVCRSI ADHESIVE ANCHORCURBS,ETC.VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING MATERIAL PER CUBIC YARD,UNLESS NOTED OTHERWISE. STALLER CERTIFICATION PROGRAM. ZSECTIONS.STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY MIN. SION ANCHORS:KWIKBOLT TZ2(ICC ESR-4266)BY HILTI,INC.,OR PRE-APPROVED EQUAL. LJJ O ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL DESIGN Pc(PSI) MAX. FLYASH AGGREGATE ANCHORS:KWIK HUS-EZ(ICC ESR3027)BY HILTI,INC.,OR PRE-APPROVED EQUAL U O IL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ITEM WIC GRADING NOTES (AT 28 DAYS U.N.O.) RATIO OR SLAG ASTM AASHTO N (PCY) O THE STRUCTURAL SCOPE OF THIS PROJECT WAS TO ANALYZE THE EXISTING STRUCTURE FOR LOADS INPOSED BY Z H- THE NEW ROOF CONSTRUCTION AND FALL RESTRAINTS.THE STRUCTURE WAS FOUND TO HAVE ADEQUATE ALL CONCRETE 40DO 0.50 - 57 OR 67 PRE-APPROVED SUBSTITUTIONS:SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS O O 3 CAPACITY FOR THE NEW LOADING.A LATERAL ANALYSIS OF THE EXISTING STRUCTURE WAS DEEMED NOT OF THESE GENERAL NOTES AND THE SPECIFICATIONS,AND IF COMPLETE WRITTEN ENGINEERING DATA FOR NECESSARY FOR THE NEW LOADS INPOSED ON THE STRUCTURE. CONCRETE PLACEMENT EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS e PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT.DATA IS TO INDICATE CODE U W m PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS.CONCRETE SHALL BE PROPERLY BASIS BY YEAR,AUTHORITY FOR STRESSES AND STRESS INCREASES,IF ANY,AND AMOUNT OF EXPECTED W 5 DESIGN CRITERIA CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS,DO NOT OVER-VIBRATE.CONCRETE DEFLECTION FOR FLEXURAL MEMBERS UNDER(1)TOTAL LOAD AND(2)LIVE LOAD ONLY.ALL INCREASED COSTS SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS.IF CONCRETE IS IN MECHANICAL,SPRINKLER ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR VERTICAL LOADS PLACED BY THE PUMP METHOD,HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE,THE HOSE SWILL NOT BE STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. O t ALLOWED TO RIDE ON THE REINFORCING.WEATHER FORECASTS SHALL BE MONITORED AND ACI Q_' g DESIGN DEAD CONCENTRATED RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. U Q AREA LOAD LIVE LOAD(2) LOADS CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF � o ROOF 15 PSF 25 PSF 3" STRUCTURAL ENGINEER Z S, Mason County o o (MINIMUM ROOF SNOW LOAD=25 PSF) FLOATING&FINISHING OPERATIONS F-- SNOW: Permit Document U z 3 WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING&FINISHING OPERATIONS.PRE- N Pg=25 PSF=GROUND SNOW LOAD Z Q N PF=D.7CeCtIsP -FIAT ROOF SNOW LOAD APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING 8 FINISHING OPERATIONS ARE COM2023-00026 � 9- Ps=CsPF=SLOPED ROOF SNOW LOAD ACCEPTABLE. Is=1.00e=1.O,Ct=1.O,Cs=VARIES EMBEDDED ITEMS CAI Special Inspection Required a CID CONCRETE 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. Approval of this application CAST-IN-PLACE CONCRETE 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. t'1 CODES,SPECIFICATIONS,AND STANDARDS.CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. Includes special inspection SPECIFICATIONS,AND STANDARDS,AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE.THE CONTRACTOR SHALL OBTAIN AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THE'ACI 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED.MANUAL OF CONCRETE PRACTICE': SEE DRAWINGS AND SPECIFICATIONS FOR PAINT,PRIMER,AND GALVANIZING REQUIREMENTS. pursuant to Chapter i _ 1 7 of IBC. ACI: 5. EMBEDDED CONDUIT IS NOT PERMITTED IN CONCRETE SLABS ON METAL DECK UNLESS SPECIFICALLY See attached special 1.ACIA 17'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION,MATERIALS AND COMMENTARY'. NOTED ON THE STRUCTURAL DRAWINGS. 2.ACI-301'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE. 3.ACI302.1'GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION'. 6. EMBEDDED FLEXIBLE CONDUIT IS PERMITTED IN OTHER CAST IN PLACE CONCRETE SLABS WITH A inspection outline. 4.ACI304'GUIDE FOR MEASURING,MIXING,TRANSPORTING,AND PLACING CONCRETE'. THICKNESS GREATER OR EQUAL TO 5-1/2 INCHES.WHERE PERMITTED IT MAY BE PLACED ON TOP OF THE 5.ACI-305.1'SPECIFICATIONS FOR HOT WEATHER CONCRETING'. BOTTOM MAT OF REINFORCING.THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT BE GREATER THAN 03 PC,5% 6.ACI306.1'STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING'. 1-INCH.A MINIMUM OF 24NCHES CLEAR SHALL BE PROVIDED BETWEEN CONDUIT AND PARALLEL -- 7.ACI308.1'STANDARD SPECIFICATION FOR CURING CONCRETE. REINFORCING.SPACE CONDUITS A MINIMUM OF 12-INCHES APART,WHERE THIS IS NOT POSSIBLE NOTIFY 8.ACI309'GUIDE FOR CONSOLIDATION OF CONCRETE'. ENGINEER FOR ADDITIONAL REINFORCING REQUIREMENTS. w Structural Solutions 9.ACI3 4 11.4'GUIDEFORCONCRETEINSPECTION. .4 Special Inspection: PER ICC ES ESR-4266 KB TZ2 10.ACI315'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. GROUT - p Seattle(Tacoma 1 Portland 11.ACI-318'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. www.pcs-structural.com 12.ACI-506.2'SPECIFICATION FOR SHOTCRETING'. NON-SHRINK GROUT:MASTER BUILDERS"MASTERFLOW 928.OR PRE-APPROVED EQUAL.GROUT SHALL Periodic special inspection is required in accordance with 13.ACI 347'GUIDE TO FORMWORK FOR CONCRETE'. CONFORM TO CRD-C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD-C611-85 FOR 30 PERMIT FE6 2023 14.ACI 303.1'STANDARD SPECIFICATION FOR CAST-IN PLACE/ARCHITECTURAL CONCRETE. MINUTES.GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY.FILL OR PACK Section 17 0 5.1 .1 and Table. 1705.3 of the 2018, 2 015 and ENTIRE SPACE UNDER PLATES OR SHAPES.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION,AND CURING.28-DAY MINIMUM STRENGTH SHALL BE 7,500 PSI MINIMUM �}.{ �y C+ QoofR ASTM: 2012' IBC, as applicable. The special inspector must make { ---_ -__ 1.ASTM C33'STANDARD SPECIFICATION FOR CONCRETE AGGREGATES'. REINFORCING STEEL -- 2.ASTM C94'STANDARD SPECIFICATION FOR READY-MIX CONCRETE'. 3.ASTM C150'STANDARD SPECIFICATION FOR PORTLAND CEMENT. periodic inspections during. anchor installation to verif}J 4.ASTM C260'STANDARD SPECIFICATION FOR AIR-ENTRAINED ADMIXTURES FOR CONCRETE'. REINFORCING STEEL SHALL CONFORM T0: {may 5.ASTM C309'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE'. ASTM A615,GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. anchor type, anchor dimensions, concrete type, concrete 6.ASTM C494'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR CONCRETE. 7.ASTM C595'STANDARD SPECIFICATION FOR BLENDED HYDRAULIC CEMENTS'. compressive strength, anchor spacing, edge distances, 8.ASTM C618'STANDARD SPECIFICATION FOR...FLY-ASH..'. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE.FV�O KSI(UNLESS NOTED OTHERWISE) 9.ASTM C989'STANDARD SPECIFICATION TIONFO LAG._'. concrete member thickness, tightening torque, hole ♦ PR'-ORRESOFmS ARCHAW�NG D 10.ASTM C1017'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR USE IN PRODUCING FLOWING CONCRETE'. ne PRaPERn aID r "MODcrs u+o MINIMUM LAP SPLICE LENGTHS('Le) MINIMUM DEVELOPMENT LENGTHS("Ld� MINIMUM ME Hor ro ,WMooR Ro`R wOUE iN 11.ASTM G1116'STANDARD SPECIFICATION FOR FIBER-REINFORCED CONCRETE'. EMBEDMENT `, ^"`'^""""ER.vmHom PRgR WRiIIEH 12.ASTM C-1218'STANDARD TEST METHOD FOR WATER-SOLUBLE CHLORIDE IN MORTAR AND CONCRETE. BAR LENGTH FOR dimensions, anchor embedment and adherence to the � PERM,s�oH. 13.ASTM C-1315'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS HAVING SPECIAL SIZE STANDARD END a sneer me PROPERTIES FOR CURING AND SEALING' TOP BARS(1) OTHER BARS TOP BARS(1) OTHER BARS HOOKS("Ldh") manufacturers printed installation instructions. The special Ta r-01 rs rs r3• o'-r MIX DESIGNS:THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS inspector must b e present a s Often r"1,s required I n OF THE CONCRETE MIX TABLE.ALL CONCRETE MIXES SHALL BE NORMAL WEIGHT,UNLESS NOTED OTHERWISE. #4 Z-W Z-V Z-V 1'-7' THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS,WEATHER REBAR CONGESTION, accordance with the `statement of special Inspection." GENERAL NOTES ARCHITECTURAL FINISHES,CONSTRUCTION SEQUENCING,STRUCTURAL DETAIL-S.AND ALL OTHER FACTORS � REQUIRED TO PROVIDE A STRUCTURALLY SOUND,AESTHETICALLY ACCEPTABLE FINISHED PRODUCT.WATER Under the IBC additional requirements as set forth in REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS.CONCRETE MIX DESIGNS s ('��'+ SHALL CLEARLY INDICATE THE TARGET SLUMP.SLUMP TOLERANCE SHALL BEt1-1I2INCHES. Sections 1705, 1 706 and 1707 must be observed, where Mai No. g o applicable. c 1 .01 J N N m as -+-- y � SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY 2 U c0� <nm 30 PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION m n\ 0. AND THE CONTRACT DOCUMENTS.THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL E ljfa y SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCEISPECIAL INSPECTION SECTION: STATEMENT OF SPECIAL INSPECTIONS: / ° SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. n L_ STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SYSTEM CONCRETE VERIFY USE OF REQUIRED DESIGN MIX X ACI 318,CH 19 PRIOR TO CONCRETE PLACEMENT,FABRICATE ASTM C172,C31 • SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP X ACI 318:26.4,26.12 AND AIR CONTENT TESTS,AND DETERMINE THE IBC 1908.10 TEMPERATURE OF THE CONCRETE MAINTENANCE OF SPECIFIED CURING ACI 318:26.5.3 TO 26.5.5 TEMPERATURE AND TECHNIQUES X IBC 1908.9 ANCHORS POST-INSTALLED IN HARDENED CONCRETE ACI 318:17.8.2 (MECHANICAL ANCHORS INSTALLED IN ANY PERIODIC INSPECTION TO INCLUDE A MFR EVAL REPORT DIRECTION AND ADHESIVE ANCHORS INSTALLED X QUANTITY OF 10%WITH A MINIMUM OF MFR PUBLISHED DOWNWARD) (5)ANCHORS INSPECTED PER INSTALLATION INSTALLER ON A DAILY BASIS. INSTRUCTIONS LLJ I.- TESTING OF MATERIALS X IBC 1705.3.2 Z J Mason County U 0 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL BE DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL,ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. Permit Document N w Z 0 0 STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. COM2023-00026 O O 3 STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: F w o s PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. U Lu d IJJ : N s REVIEW OF TESTING AND INSPECTION REPORTS. O v REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. O w o GENERAL CONTRACTOR SHALL SUBMIT WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. U Q Z THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE Z c STATEMENT OF SPECIAL INSPECTION. O o 0 (' Z 3 N Z o N J cn m Q Y �t 3855a — FF��h,li. ExpCS Structural Solutions Seattle I Tacoma I Portland w .pcs-structuraI.com PERMIT FB 2023 !'nohs Cbtlrp Dale P'RO RESERVEDMBE DRAWINGSD PRTTOO USMROSRWROFCl5AND kE NOi TORE USEDORRIOR WRI E IN I�MANNER,wR110Uf PRIOR WRIREN _MISSION. Sheet TRa GENERAL NOTES sheet No. C1 N J ■ 1 2 3 4 5 6 7 8 9 10 0� $s -i--- h 30'-0' 30'-0' v m o w @Yy 17 � 0 \�( \ h NOTE: CONTRACTOR TO USE ............0 �\ \.. , ) ,:. .. ... i t 1� .. ... N-DES UGTIVE METHODS O � \\ / \ NO TR T \ #) I ( \ LOCATE(E)REINF.-DO NOT DAMAGE(FJ REINF. I �� II G L J ` GUARDRAIL SYSTEM PER I I 1 t. ARCH-POSTS SPACED •� ..!"_—�::.7An .•• •. w • •• i .• AT 6'-O'MAX 6 .... ..:: ' _�l _.. .....,LIGHTWIGHT GONG INFILL...:.::::. ............... �� vie _... _�w� _......_ ...__ (E)GONG.WALL OR I I rS 3/52.10 FOR TYP.OETAIl. IR .. ..... .. ROOF STRUCTURE- I I OVER(E)COL,TYP. SEE1 \ 5'MM.THICKNESS DC W II \ Eli] CONTRACTOR TOII/2' 9' 11/2'1 \ VERIFY 11 _ 1.ff Ti n W O In EL w G VANI AL ZED ASTM A36 a ........� dl _vJl.._ R O e in \ _._. _..... I. I'xb'x1'-0'W/(2)1/2'b �� v� �_ EXPANSION ANCHORS 0 3 E H I \ � \ / (E)GONG.WALL I U ti! 1 f [J �1 WERE OCCURS L�LL - LUCe � N WH it 11. N 2 SECTION 0 a e- a i� ... i i 1 IN _. 1 ....... z 0 z r— : GUARDRAIL SYSTEM AT Z PERIMETER OF ROOF PER ... -..:.�,"-,:-:.-_...,�-\>,?= ..-. ��.-�,�.�._.. ARCH-SEE 2/52.10 FOR TYP. MC�SOrI COUrIt pp tea-.. ....:.._..__.._::.... _.. II -.:.:::�"::`:`¢'""""� u. ANCHORAGE TO STRUCTURE Permit Document Q 3 COM2023-00026 RF'Y •S'.ki ROOF FRAMING PLAN ��� �`,`"EV NORTH 52.10 I/I6'= P-0' �a FFS .f/'IN%1. ''- mZ Fa Structural Solutions Seattle I Tacoma I Portland w .pcs-structuraIsom PERMIT FEB 2023 ^^TTCC� Revivons Cloning Dole L7� GENERAL CONTRACTOR TO USE NON- DESTRUCTIVE METHODS TO LOCATE 1 (E)REINFORCING-DO NOT DAMAGE (2)#4 x 5-0' (E)REINFORGING LIGHTWEIGHT I rP.Y GONG.INFILL P L RIGHTS RESERVED TNFSE DRAWINGS ARE THE PROPERTY D♦'MSGS PRCHITEC73 AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER.WYHmDUY PRIOR W RITIEN PERMISSION. Sheol Tme #4 O 12"O.G.OVER(E) 3• I COL.-ADHESIVE ANCHOR TYP.I 4' ROOF FRAMING 7GOL (E)GONG.ROOF PANEL-USE NON-DESTRUCTIVE METHODS TO EVALUATE EXTENT OF DAMAGE PLAN TO(E)REINFORCEMENT-REPLAGE ALL a , . DAMAGED REINFORCEMENT W/NEW#5 REBAR I"D AND GROUT ALL HOLES TO MATCH ORIGINAL a CONDITIONS sneer No. 3 SECTION S2.10 MSGS P,ojecl No. -E 80 GENERAL ABBREVIATIONS $m /�� L GENERAL NOTES-MECHANICAL NON-STRUCTURAL MECHANICAL COMPONENT NOTES '� E uJ n o EXISTING MECHANICAL TO BE O DIAMETER.PHASE F FAHRENHEIT,FIRE MAIN PIPING NA NOTAPPLICABLE REMOVED O ° EXISTING MECHANICAL TO FLA FULL LOAD AMPS NC NORMALLY CLOSED,NOISE CRITERIA 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER 1. THE COMPONENT IMPORTANCE FACTOR(Ip)FOR ALL �n'a REMAIN A AIR,AMPS FLEX FLEXIBLE NIC NOT IN CONTRACT TRADES(ELECTRICAL,ARCHITECTURAL,STRUCTURAL, NON-STRUCTURAL COMPONENTS SHALL BE: a E CIVIL,AND LANDSCAPE).REFER TO ELECTRICAL, $ ' ` p NEW MECHANICAL WORK AAV AUTOMATIC AIR VENT FUR FLOOR NO NORMALLY OPEN.NITROUS OXIDE ARCHITECTURAL,STRUCTURAL,CIVIL,AND LANDSCAPE Ip=1.0 MV ABV ABOVE FLTR FILTER NO. NUMBER DRAWINGS AND SPECIFICATIONS.COORDINATION SHALL a _ MATCHLINE OR PROPERTY OCCUR PRIOR TO FABRICATION,PURCHASE,AND/OR COORDINATE IMPORTANCE FACTOR WITH STRUCTURAL L� LINE AD ACCESS DOOR FPM FEET PER MINUTE NTS NOT TO SCALE INSTALLATION OF ALL WORK. DRAWINGS AND CONFIRM WITH OWNER AND ARCHITECT ADA AMERICANS WITH DISABILITIES ACT FPS FEET PER SECOND WHAT IMPORTANCE FACTOR SHOULD BE ON A PROJECT —— ——— ENLARGED PLAN BOUNDARY 2.COORDINATE PLUMBING,HVAC SYSTEMS ROUTING PRIOR BASIS. AF AIRFOIL FS FLOOR SINK OA OUTDOOR AIR TO INSTALLATION.DURING LAYOUT COORDINATION, 1 DETAIUPLAN IDENTIFIER AFF ABOVE FINISHED FLOOR FT FEET OC ON CENTER DUCTWORK TAKES PRECEDENCE OVER PLUMBING, 2.THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE ML of INCLUDING FIRE PROTECTION SYSTEMS. 2018 INTERNATIONAL BUILDING CODE AND FROM THE AFUE ANNUAL FUEL UTILIZATION EFFICIENCY FV FACE VELOCITY OD OUTSIDE DIMENSION OR DIAMETER AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE) • AG ABOVE GROUND ORD OVERFLOW ROOF DRAIN 3.UNLESS OTHERWISE SPECIFIED,THE GENERAL STANDARD 7.THE CONTRACTOR SHALL REFER TO THE A SECTION IDENTIFIER AHJ AUTHORITY HAVING JURISDICTION GC GENERAL CONTRACTOR ORL OVERFLOW RAIN LEADER CONTRACTOR(GC)SHALL BE RESPONSIBLE FOR PAINTING, ABOVE FOR ADDITIONAL INFORMATION,EXCEPTIONS,AND Ml.ol CUTTING,AND PATCHING OF EXISTING FLOORS,WALLS, FURTHER DESCRIPTIONS.THE CONTRACTOR SHALL AL ACOUSTIC LINED(DUCT) OSA OUTDOOR SUPPLY AIR AND PARTITIONS IN THE EXISTING BUILDING. ADHERE TO REQUIREMENTS AND AS SUCH,SHALL BE AM B AMBIENT H HUMIDISTAT,HEIGHT INCLUDED WITHIN BID.ALSO REFER TO SPECIFICATION AP ACCESS PANEL HORIZ HORIZONTAL PH PHASE 4.REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE SECTION 230550. Ml of ELEVATION IDENTIFIER METHODS/LOADS FOR HANGING PIPINGIDUCTS FROM APO AIR PRESSURE DROP HP HORSEPOWER,HEAT PUMP POC POINT OF CONNECTION STRUCTURAL MEMBERS. 3.20181BC.1613.1.SCOPE:ARCHITECTURAL,MECHANICAL, ELECTRICAL,AND NONSTRUCTURAL COMPONENTS THAT ARCH ARCHITECT HTG HEATING PRV PRESSURE REDUCING VALVE 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE ARE PERMANENTLY ATTACHED TO STRUCTURES AND REVISION DEFINITION AREA, AMERICAN SOCIETY OF HEATING,REFRIGERATION AND HVAC HEATING,VENTILATING,AND AIR CONDITIONING PSIG POUNDS PER SQUARE INCH GAGE AREA ENCIRCLED CONTAINS ASHRAE AIR-CONDITIONING ENGINEERS,INC. KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. THEIR SUPPORTS AND AT SHALL BE DESIGNED CHANGES MADE SUBSEQUENT FIX HEAT EXCHANGER OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION AND CONSTRUCTED TO RESIST THE EFFECTS OF TO PREVIOUS ISSUE ASSY ASSEMBLY OF PROPERTIES AGAINST FIRE,THEFT,AND EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7, HZ HERTZ OTY QUANTITY ATM ATMOSPHERE ENVIRONMENTAL CONDITIONS. EXCLUDING CHAPTER 14 AND APPENDIX I lk �+ REVISION CALLOUT IE INVERT ELEVATION RA RETURN AIR.RELIEF AIR 4.CONTRC 17D4.4 CONTRACTORRESPONSIBILITY: THE W BF BELOW FLOOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE H +� FLAG NOTE CALLOUi IN. INCH REG REGISTER ENERGY CODE NOTES CONSTRUCTION OF A SEISMIC-FORCE-RESISTING SYSTEM, Z J BHP BRAKE HORSE POWER W DESIGNATED SEISMIC SYSTEM,OR SEISMIC-RESISTING W O IN.WG INCHES WATER COLUMN REF REFERENCE,RETUREXHAUST FAN COMPONENT LISTED IN THE STATEMENT OF SPECIAL I , +� DEMOLITION NOTE TAG BLW BELOW RISC ROUGH IN AND CONNECT INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT V BOP BOTTOM OF PIPE 1. MOTORS:COMPLY WITH MINIMUM FULL LOAD OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE kW KILOWATT RLA RATED LOAD AMPS EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY AHJ. OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE H a a Ot EQUIPMENT TAG BOT BOTTOM RPM REVOLUTIONS PER MINUTE SYSTEM OR COMPONENT.THE CONTRACTOR'S Z O ^I BTUH BRITISH THERMAL UNIT PER HOUR L LENGTH RTU ROOFTOP UNIT 2.PIPING AND DUCT INSULATION:COMPLY WITH STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE O BY BALL VALVE O m h AHual MECHANICAL EQUIPMENT TAG THICKNESSES AND TYPES LISTED IN ENERGY CODE FOLLOWING: m 1 LA7 LEAVING AIR TEMPERATURE ENFORCED BY AHJ UNLESS MORE STRINGENT HU MECHANICAL EQUIPMENT TAG LBS POUND S SENSOR REQUIREMENTS ARE SPECIFIED.[PROVIDE SCHEDULES A ACKNOWLEDGEMENT OF AWARENESS OF THE C CONDENSATE PIPING ON DRAWINGS IF REQUIRED BY AHJJ SPECIAL REQUIREMENTS CONTAINED IN THE W -i' V) CAP CAPACITY SA SUPPLY AIR STATEMENT OF SPECIAL INSPECTIONS; => L) O �N NORTH ARROW 3.DUCT SEALING:SEAL DUCT TRANSVERSE JOINTS AND O Z LRA LOCKED ROTOR AMPS SAT SUPPLY AIR TEMPERATURE Z' CC COOLING COIL LONGITUDINAL SHAMS PER ENERGY CODE ENFORCED BY B.ACKNOWLEDGEMENT THAT CONTROL WILL BE N SCFM STANDARD CUBIC FEET PER MINUTE AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE EXERCISED TO OBTAIN CONFORMANCE WITH THE O w = w CFG CEILING FIRE DAMPER MAX MAXIMUM SCH SCHEDULE SPECIFIED. CONSTRUCTION DOCUMENTS APPROVED BY THE O LOCATION WHERE PICTURE m O 1 CFM CUBIC FEET PER MINUTE U Q 0_ WAS TAKEN AND DIRECTION MBH THOUSAND BTU PER HOUR SENS SENSIBLE BUILDING OFFICIAL; U a OLD CEILING,COOLING 4.RECORD DRAWINGS:SUBMIT TO THE BUILDING OWNER � w INVERT ELEVATION OR POC MC MECHANICAL CONTRACTOR SF SUPPLY FAN,SQUARE FOOT PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. C.PROCEDURES FOR EXERCISING CONTROL WITHIN THE Z Q F CONN CONNECTOR MCA MINIMUM CIRCUIT AMPACITY SIM SIMILAR CONTRACTORS ORGANIZATION,THE METHOD AND U CON7 CONTINUE,CONTROL 5.OPERATION AND MAINTENANCE MANUALS:SUBMIT TO THE FREQUENCY OF REPORTING AND THE DISTRIBUTION' O m ti MECH MECHANICAL SHEET METAL AND AIR CONDITIONING CONTRACTORS BUILDING OWNER PER ENERGY CODE ENFORCED BY THE Q AN MERV MINIMUM EFFICIENCY REPORTING VALUE LOCAL COP COEFFICIENT OF PERFORMANCE SMACNA NATIONAL ASSOCIATION,INC. OF THE REPORTS; Z AHJ. CU CONDENSING UNIT,CUBIC SO SCREENED OPENING D.IDENTIFICATION AND QUALIFICATIONS OF THE MIN MINIMUM 6.SYSTEM BALANCING:BALANCE HVAC SYSTEMS PER PERSON(S)EXERCISING SUCH CONTROL AND THEIR Z STORM DRAINAGE PIPING SYSTEM SP STATIC PRESSURE MOCP MAXIMUM OVERCURRENT PROTECTION ENERGY CODE ENFORCED BY THE LOCAL AHJ AND SUBMIT POSITION(S)IN THE ORGANIZATION. D DRAIN SS STAINLESS STEEL,SANITARY SEWER A WRITTEN REPORT TO THE BUILDING OWNER.REFER TO ROOF DRAIN DB DRY BULB(TEMPERATURE) 57 SOUND TRAP SPECIFICATIONS FOR ADDITIONAL TESTING,ADJUSTING, 4.DIVISION 22 AND 23 RESPONSIBILITIES: cc AND BALANCING(TAB)REQUIREMENTS. Q 0 OVERFLOW ROOF DRAIN dB DECIBEL A HANGERS AND SEISMIC BRACING FOR MECHANICAL DEG DEGREE TO TEMPERATURE DIFFERENCE 7.MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY REQUIREMENTS:TEST SYSTEMS TO ENSURE THAT DIVISION 22 AND 23.DIVISION 22 AND 23 SHALL REFER DIA DIAMETER TEMP TEMPERATURE BUILDING SYSTEMS HAVE BEEN DESIGNED,INSTALLED, TO THE MECHANICAL DRAWINGS FOR LOCATIONS OF SOIL AND WASTE WATER PIPING SYSTEM DIM DIMENSION TSTAT THERMOSTAT AND FUNCTION PROPERLY,EFFICIENTLY,AND CAN BE EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS DISC LOCATION OF STARTER DISCONNECT AND CONTROLS ryp TYPICAL MAINTAINED IN ACCORDANCE WITH THE CONTRACT STRUCTURAL DRAWINGS DO NOT SHOW THE 4"VTR VENT THRU ROOF DOCUMENTS IN ORDER TO SATISFY THE BUILDING LOCATIONS OF MECHANICAL EQUIPMENT,DUCTWORK, _-0 INCLUDE SIZE) DISCH DISCHARGE D OPERATIONAL PIPING,AND OTHER COMPONENTS. ON DOWN LINO UNLESS NOTED OTHERWISE O ( REQUIREMENTS PER ENERGY E COD ENFORCED BY THE LOCAL AHJ.REFER TO SPECIFICATIONS FOR ADDITIONAL B.DIVISION 22 AND 23 SHALL COORDINATE THE SUPPORT DWGS DRAWINGS COMMISSIONING REQUIREMENTS SYSTEMS AND DESIGN LOADS FOR HUNG PIPING AND DUCTWORK V VENT PIPING,VOLT OTHER MECHANICAL SYSTEMS(INCLUDING COMBINED 30B11 8.THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN MULTIPLE PIPE RUNS)WITH THE GENERAL (E) EXISTING VA VALVE DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY CONTRACTOR AND THE STEEL AND WOOD JOIST L�� ® SECTION THRU RECTANGULAR EA EXHAUSTAIR VEL VELOCITY THE LOCAL AHJ.CONTRACTOR IS RESPONSIBLE FOR SUPP T INSTALLATION OF ENERGY CONSERVATION LY AIR DUCT VENT VENTILATION,VENTILATOR CORREC MANUFACTURERS IN ADDITION TO OTHER TRADES EAT ENTERING AIR TEMPERATURE MEASURES. THAT MAY BE IMPACTED. SECTION THRU RECTANGULAR RETURN OR OUTSIDE AIR EER ENERGY EFFICIENCY RATIO VOLT VOLTAGE DUCT EF EXHAUST FAN VTR VENT THRU ROOF ® SECTION THRU RECTANGULAR EFF EFFICIENCY EXHAUST AIR DUCT EL ELEVATION W WASTE,WATT,WIDE,WATER e SECTION THRU ROUND DUCT ELEC ELECTRIC W/ WITH Mason County CD SET FEB2023 m EQUN EQUIVALENT WSEC WASHINGTON STATE ENERGY CODE Permit Document ROOF PENEETRATIONN WT WEIGHT RECTANGULAR SUPPLYDUCT ESP EXTERNAL STATIC PRESSURE CIww mre Reasons RECTANGULAR RETURN OR EXH EXHAUST OUTSIDE AIR DUCT ROOF EXT EXTERIOR,EXTERNAL 2023-� PENETRATION RECTANGULAR EXHAUST DUCT ROOF PENETRATION 4 ROUND DUCT ROOF PENETRATION ALL RIGHTS RESERVED THESE DRA W INGS ARE THE PROPERLY OF MSGS ARCHITECTS AND DRAWING INDEX ARE NOT TO BE USED REP ANT MANNER.w11H011i PRIOR wRIREN MOA MECHANICAL LEGEND,GENERAL NOTES, PERK $ION. ABBREVIATIONS,AND SHEET INDEX sHeelrne M0.2 MECHANICAL SCHEDULES MD2.1 HVAC ROOF DEMO PLAN MECHANICAL M2.0 HVAC FLOOR PLAN LEGEND, M2.1 HVAC ROOF PLAN GENERAL NOTES, M8.1 MECHANICAL PHOTOS ABBREVIATIONS, M9.1 MECHANICAL DETAILS AND SHEET INDEX =Neel No NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS M 0 mscs Piciecl Nc. 22-116 n E £ gn u �t o U s0 3W FAN SCHEDULE 6 O MARK LOCATION MANUFACTURER/MODEL NO FAN TYPE AIRFLOW ESP FAN WHEEL FAN MOTOR SPEED PHYSICAL SOUND MOUNTING/ NOTES MARK % .f- O O (CFM) (IN WG) TYPE SIZE(IN) RPM HP/ V/0 CONTROL I><W_ WEIGHT INLET SUPPORT n ,�C. WATTS I.,..N LBS (SONES) c � E o > 562 WH29 ROOF GREENHECKI G-090-VG DOWNBLAST 700 .25 DIRECT 11 1666 1/10 11511 ECM 17xl7x27 29 8.3 ROOF 1.2 562 WH29 U 0 558 WH25 ROOF GREENHECKI G-140-VG DOWNBLAST 1540 .25 DIRECT 15 966 1/2 11511 EGM 22x22x36 54 7.9 ROOF 1.2 558 WH25 1T� 557 WH24 ROOF GREENHECK I G-095-VG DOWNBLAST 780 .25 DIRECT 11 1458 116 11511 ECM 17x17x27 29 4.8 ROOF 1,2 557 WR24 543WH10 ROOF GREENHECK I G-095-1 IG DOWNBLAST 520 .25 DIRECT 11 1 1108 116 11511 ECM 17xl7x27 29 4.8 ROOF 1,2 543WHIO NOTES: • 1.MOTOR CONTROLLER SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING(SCCR)IN ACCORDANCE WITH UL REQUIREMENTS.REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. 2.PROVIDE WITH MOTORIZED DAMPER,BIRDSCREEN,CURB SEAL,AND ECM MOTOR WITH 0-10 VDC INPUT AND SPEED CONTROLLER.REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF CURB DETAIL. INTAKE HOOD AND GRAVITY VENTILATOR SCHEDULE MARK LOCATION AREASERVED UFACTURER/MODEL NO TYPE AIRFLOW APD NOTES MARK (CFM) (IN WG) LxWxH WEIGHT (INzINZIN) LBS) IH-1 ROOF OUTSIDE AIR GREENHECKI FGI-20x20 INTAKE 1120 .028 39x37x28 61 1 IH-1 W F— N1.CONOTES:TRACTOR SHALL CONFIRM SIZE AND DIMENSIONS WITH ARCHLTECTIENGINEER PRIOR TO ORDERING. Z J W O U O Cl- PIPING SYSTEMS INSULATION SCHEDULE Z O TYPE OF PIPE INSTALLATION LOCATION INSULATION TYPE NOTES O O a) h COLD PLUMBING PIPING INSIDE BUILDING ENVELOPE FIBERGLASS ALL SIZES 1'THICK - : O W N -if :D U O O m z 0 OR LU = w m o U Q V Mason County z Q Permit Document � o " COM2023-00026 0 Z a Z r) J_ 2 � T) m Q o��K ELIo 3oeI1 �y CD SET FEB 2023 Rovis ClosFp Dote ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERtt OG T+SGS ARCHRECi3 AND ARE NOT TO BE USED OR REPRODUCED IN ANY,SSION, 'NHHOUT PRIOR W RTTTEN PE" MECHANICAL SCHEDULES M0.2 MSGS Ro1Rct W. 22-116 SHEET NOTES: E V) r-QQQ¢ 1. FIELD VERIFY ALL EXISTING CONDITIONS IN COORDINATION IS.- �'—` P WITH THE OWNER BEFORE PROCEEDING WITH ANY WORK. 2. WORK SHALL BE PERFORMED SO AS TO COMPLY WITH THE $W O OWNER'S ANTICIPATED SCHEDULE. E Wa p 4— V 3 3. SLOPE ALL RAINLEADER PIPING AT 118'PER FOOT. �_O CONTRACTOR SHALL VERIFY ROUTING THROUGH EXISTING E BUILDING AND OFFSET AS REQUIRED TO AVOID EXISTING o �. SYSTEMS AND MAINTAIN ELEVATION AS HIGH AS POSSIBLE. 0 a v 4, PROVIDE CLEANOUTS WHERE INDICATED.LOCATE IL CLEANOUTS AT BASE OF VERTICAL RISERS 3 FEET ABOVE FINISHED FLOOR. S. REFERENCE ARCHITECTURAL DRAWING A2.30 FOR AREAS WHERE WORK WILL BE PERFORMED ABOVE EXISTING CEILINGS. 8. PROVIDE SOLID WALL ABS,ASTM D2661 PIPING FOR ALL RAINLEADER PIPING EXCEPT FOR VERTICAL RISER WHERE PIPING DROPS TO CONNECT TO THE UNDERGROUND STORMWATER SYSTEM.FOR THOSE VERTICAL DROPS PROVIDE CAST IRON WITH HUBLESS JOINTS.REFER TO 1 4 5 b 7 g 3 ) SPECIFICATION SECTION 221300. FLAG NOTES: 2"UP TO RD AND ORD CONTRACTOR SHALL VERIFY LOCATION FOR POINT OF VERTICAL RL AND ORL-2" CONNECTION AND ELEVATION.EXISTING STORM DRAIN IS 8 4^ HORIZONTAL RL AND ORL-3" INCH.DIAMETER CAST IRON. W c° (TYPICAL) � -- � B � INVERT ELEVATION ASSUMES ROUTING AS INDICATED ON THE � � 1,800 SF ffp ��}QQQ 6• 1 -- PLAN WITH NO ADDITIONAL HORIZONTAL OFFSETS.OFFSETS W O w.l l II� R 1�_ I1__( MAY BE REQUIRED TO AVOID EXISTING SYSTEM.CONTRACTOR w J SHALL VERIFY PRIOR TO CONSTRUCTION AND PROVIDE O 3"(IE=14'AFF) 1,600 SF 3" 'i 3-(IE=14'AFF) 4• 2,700 2 700 SF 4• 3• ROUTING ROUTING OF SYSTEM AS HIGH AS POSSIBLE. HCL 5,400 SF 2'(E)RL BELOW SLAB 3,600 SF I CONTRACTOR SHALL VERIFY LOCATION OF EXISTING Z O N. UNDERGROUND STORM DRAIN PIPING.REFER TO O O m h ARCHITECTURAL SHEET A2.30 FOR SLAB CUT AREA. 1� O Lh u _ W N 6,. W R 10,800SF OL 11 11 Mason County O _ 5.400 SF 3• 3' 4' 3' W 2 w Permit Document O � m o a s 4 3' COM2023-00026 Z a w a � m cc FA B 18 . 800 SF R= ....."""'�C f O L m H .... ,1—^ O •2 4" .... V Z 4. 7,200 SF 3, Z N m .., _ 3' _ 3' x 9 900 SF � 6 - 3 � OIL f — ��G 4• - pp}� ppt 3. I� 21.600SF p"A ::-:.................. A; (\"..L 11,700 SF ° 3• � 3' 16 200 SF 6" ~ 4- 24,300 SF— IF co =11.9 AFF a.. __8........m IE=11.8'AFFq 4• S 0 - ` CD SET FEB 2023 1 2. 3 a 5 £ 7. ::��j 1.0 Revisions Clmm Dole I C> 0 8' 16' 32' @WHANICAL FLOOR PLAN SCALE:1�I S =I-0�, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE ROPER"Of WS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER.WITHOUT PRIOR WRITTEN PERMISSION. Sheer rme MECHANICAL FLOOR PLAN ,—t No. M2.0 No 22-116 SHEET NOTES: E (n 1. FIELD VERIFY ALL EXISTING CONDITIONS INCOORDINATION U ♦'—` O"` WITH THE OWNER BEFORE PROCEEDING WITH ANY WORK. o U 3 O 2. WORK SHALL BE PERFORMED BOAS TO COMPLY WITH THE $oL O c _ t OWNER'S ANTICIPATED SCHEDULE. a E 4— °u 3 n E a U o FLAG NOTES: DEMOLISH EXHAUST FANS AND ROOF CURBS.REFER TO SHEET • M2.1 FOR NEW WORK. REMOVE EXISTING EXHAUST FAN AND ROOF CURB.RETAIN FAN FOR REINSTALLATION.REFER TO SHEET M2.1 FOR NEW WORK. DEMOLISH INTAKE HOOD AND ROOF CURB.REFER TO SHEET M2.1 FOR NEW WORK. l� a� DEMOLISH ROOF DRAINS AND PROVIDE CAP ON 2 INCH 20A20 25x25 DUCT RAINLEADER BELOW ROOF. DUCT DN DN VENTILATORS AND ROOF CURBS ... .. �R..,.,,,,,,,,. •. REMOVE EXISTING GRAVITY \ _,, ...., ..., ;, ........_� ...W'!P" .�� ....n ... _ FAN .. EXHAUST:FAN \ _ \ I....\ ,IDCHAl1sT ' ,IOF\ v+L+p REFER TO SHEET M2.1 FOR EXTENSION OF VENTS ABOVE NEW �: 1 ! -�5;.� �+ _- > "g,- '` _ -fit ' - - ;�i- e 1I# .D © 2-I? r %# - a, E ROOF. Z - ~II� .'1+ B o a'VTR \ ! III • ' REFER TO SHEET M2.1 FOE EXTENSION OF HOT VENTS ABOVE W \, 2pApp l NEW ROOF. U O — DUC7 DrJ A 1 V r l A I / I( / A/ A l w _ zpao __4 .._b _ —b �F .4 t/�2'VTR DUCT DN -- HAUST FAN .___ ___ _— _— _ p. ssT weza �ivc of 2aj ® -/^\ - :_1..... .r n - - /_. ._/�_———/_v :: " !n\ l VENTILATOR -- / / \ !1 r\ J r\ / I I r\ i'•" O O "' f. / Z ! / \ I / \ I j \ - I I / \ i o� `na. �ory R "2-RD 1-- o ry `pl }� > 01.1/2HbrvENT Q #� 'I l�{ A4 #{ t#d t'/4 _ k ,- _.INTAKE HOOD tis _ iFy - I "Yf 1 1 s•#,, I. "„-` -. I W N : -.:. 3 ,". , I I ' .. 7., III : O '" E%ISTMG EXHAUST FAN CC ® z i \/ \\ \ i �i i i'.i,/ i, F \ fl Mason County p ' 4 20A20 0 1-1/2'HOT VENT \ \ - - _ �l V �Jl _V. i�'' �1 -- —___ _ Permit Document O W w DN 20 20==: _ ... -- --- - --- .'_ OUCT a'HOT VENT .\ ..� ,t \ ':_\ - -_:...q .:: \" \ Duci.d3 COM2023 00026 Z 3 a CZ }i�1 ,_ .....- 0) Fir- ::>i ter' .� r t ',I I.- h#t -,,I _...CC� O � o TYL 1! � �I Z � v .................. .. .. .f ._ _ .. — .._......— _ _. n ... 1 ...r vk >/e,....... ...... ''i�Ma - �.�•-+�� ," :�, �"��.,v. �. � •.�,,s#«-`�y�_ ..�,��,. .y" •.,,�Iliy�t„ � ,�,'B..,,.S,#�I.:,- ' I mo�si.n=�t>fTr#r�ft-•- �II I tgi _ ; vj (e� III :%�.arr4 \ !_:...............:_/:._\:.. ......../.....\ /...........y.II \ / oX\-a V \. I y\\h� i I ii1V:: :::::::_::::::::::::::. . O _ . . /IIII r� \ /III 1 A}..... },*1. I•`Ii .-..>, �> „ ......._�A� a1.......... III # ••' ;'#i .`> � I. .III l.�i 'ILI {• I t I 't-_-�. �.., �, ��.w I ..4:�� �. �, I -�:..� �' q III '�=•��:•- I I `i:: ." I, I :'��"`t:- I ':r„'» ....\ ' . ..mow.. 4 \. - J_ lr .V IF _..V ....V 0 1 (2) C3� 14.' CD SET FEB 2023 I Re�ab�: ew:ilR DRle I / 0 S 16' 32' ■ eHVAC ROOF DEMO PLAN h"!� ALL RIGHiS RESERVEDIHRE DRAWINGS ARE SCALE:1/16"-1'-O., THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER.W R110.PRIOR W RMN PptM15510N. Shea)TBIB HAVC ROOF DEMO PLAN MD2. 1 MSGS Pr0j-1 No. 22-116 SHEET NOTES: E (/) 31 o 1. FIELD VERIFY ALL EXISTING CONDITIONS IN COORDINATION 8 L +_ WITH THE OWNER BEFORE PROCEEDING WITH ANY WORK. O O 00 3p� 2. WORK SHALL BE PERFORMED SO AS TO COMPLY WITH THE rI O L OWNER'S ANTICIPATED SCHEDULE. -4� U o p m �g a E O r a U o FLAG NOTES: INSULATED ROOF CURB FOR EXHAUST FANS AND INTAKE HOOD. CURB HEIGHT SHALL BE A MINIMUM OF 18 INCHES ABOVE ROOF AT FAN LOCATION.ROOF CURB BY GENERAL CONTRACTOR(REF ARCHITECTURAL).EXTEND EXISTING DUCTWORK UP FROM EXISTING ROOF LEVEL BELOW AND PROVIDE TRANSITION TO MEET THE SIZE OF THE CURB OPENING.EXHAUST FAN BASIS OF DESIGN:GREENHECK MODEL G-XXX-VG FOR EXHAUST FANS AND GREENHECK MODEL FGI FOR THE INTAKE HOOD.PROVIDE 441 1 5 6 7 18� MOTORIZED DAMPER IN EXHAUST DUCTWORK BELOW ROOF LEVEL.PROVIDE RIGID INSULATION FOR EXHAUST DUCTWORK BETWEEN MOTORIZED DAMPER AND ROOF PENETRATION. DUCCTT DN D DN 2U DUCT MOTORIZED DAMPER SHALL BE INTERLOCKED WITH EXHAUST N FAN STARTER TO OPEN PRIOR TO FAN STARTING AND CLOSE WHEN FAN IS NOT IN OPERATION. EXHAUST FAN EXHAUST FAN / �•\ - I \ wHzs ssa wNxs \ ./ l ) �\ 1 -♦\ _I ._) \ ;' I j \ I' I \ I I / 1 /� 1 REINSTALL EXISTING EXHAUST FAN.NEW CURB AND LU 1JJ Y,.,# _„�:,: �, ,k; �.- ,�.;_. .,�, :�.. ^Is •�l'_�- ;� �. .:.�, �1.-... RD(TYP)_ ._ DUCTWORK EXTENSION PER FLAG NOTE I. E I i,-�i '1. '-_ �sl•{ -ii iof'^rrYrR _ ._ .-" - iiO{c t11�k- - It {. a�. ___...'E' 2 { ' .,L.sy I I "'I 1 -` .,1�.y, 1 I _ I I _.,7t• 3 ROOF CURB FOR GRAVITY VENTILATOR PER FLAG NOTE 1. ` - I �� ``� M3+1 '\'±-T/'•- ~�. dill _ _ I I '1'�'"• I I ' REMOVE EXISTING TURBINE VENTILATOR AND REINSTALL ON W O \\r 1 bTR I lj 1 I \` '1 \ / I .` 1 / , I :: \ / , I 1 / I 1 .% \ / \2'ORD(TVP) / NEW CURB.PROVIDE DUCTWORK MODIFICATIONS AS REQUIRE 1 f /c___rvrR I zo><zo O° V x_ V ` -_V__ _ �_ __-V_ ._ - x- _-V--_ _ V IL TO ACCOMMODATE RAISED HEIGHT. '.DUCT DN - EXHAUST FAN GRAVITY VENTILATOR --::_-�--_ —--- - --__ -' —— _-� �- __ _ ---h ; �. '�(`ss—w�Nza�" - ,EXISTING 7YP OF44) - n - 1 n ' EXTEND EXISTING PLUMBING VENTS UP THROUGH NEW ROOF z O ^� (TYP'OFA) AND TERMINATE 18 INCHES ABOVE ROOF. ,n 1 - ` p 2"VTR _ I yi - ;� •: 0 ID EXTEND EXISTING HOT VENTS FROM MECHANICAL ROOM UP C Rv D { it S p 74 VENT `a I .I I-.-'� . 4 S _zl __._ J > THROUGH NEW ROOF AND TERMINATE A MINIMUM OF 7 FEET W II o2-vrVTR I:ti � - „I1'( { t {: t'��l i�{ 1 -i iA{. —`D I ""INtAIfE HOODrn�� I` I I �, -I .'..I .- "I ..-I ABOVE ROOF. W N c" . t EXHAUST FAN-EXISTING I I � t°.� I I -� /�••" I ( � * I I _`_'_l I 1 � � -`��-'. \ ! i 1 ! %• \ ! 1 ! % \ ! - 1 i / PROVIDE 2 INCH ROOF F 1 J \ / ® �\ I 1 1/ I I 1/ I I I \1 1 1 1 — \/ — F DRAIN AND OVERFLOW DRAIN(TYP). O pi-12"HOT VENT. 4 = V K— 20X20ppp_ff(.r��Nj __Y }- V y.--_ v_—_ j V _— }__.—_V--- —V _ ♦ V W 2 w ' \ f DUCT DN—"" (TYP OF OF 3 4 HOT DVFjfr /rn\\ ,.' �n\I \\ %/ 1(n\\ -__ O UCT < L i...- i._"'; �I" i.: `�ii.. 0 3 LC) }�} I �'I• - 1 I :C+9i- ..�I I 1'�K.. 'I i )S�i i I`_ 1•I�It -sl i Y-mt- .-I - Fed-o .-I _ N[�t -I - -6�1 .I - {C, o " Mason County rr nn a II :% \ r � I -' \ / I I •� 1 l I I .�' 1 / I I ,� l / I I \ / I I .�` \ / I I ,'` \ r III -` \ / I I %f \ l V Z j \r .... .._Y_.._......._... ................_v._......_..... __.....--—._.._._._ �...... .._._.. ...... — — —— � — ..................._.............._..._._..._ ......._............._.._....._......_..__._.. ...--------......_..................._......_....._L........ _...._...._..__..... _._........_..............._......................... .........__._.._...................._................ L..........................................._......_..... ._..__.._.........._..__._........................ _._.... .-- — - Y n n n _. .._.....--: /\ I �_ �_ I I � •,� I I �_Y-� I I � I I I I I I - I I I I � I 4•VtR'o V .... V_. — ._.._.:... A...:.:'_—_-V—''......._._—_4�__.�.-:�::_._..__..- —...___4 ...'— `__—_�.— ._ _.—_._—___�.—— __v.r .__:::::::::::::.. DN-_...... I /\ I I /\ I I /\ /III r\ �I !\ I I \ •I I 11 /I I T\ �I I 7\ ``�I I /\ .LA I I I I I I I I 1l �-0I—_j i..... �-�• __ i i .^� ) I �- �` _ I I.. OR y 1 1•EL - {' --=�-I I'_� .. I I -,�. I '�.'• .y� I '9r ",�;.. i �.__�; , I I �'t�i I I �.:�°}�.".. I •'�` �. I I rf'.-. III %�'_�': � I I. �• ) I I __%t:M`�s"" I r p._..............Y........._...... x..............._V................... y.."_.............._V.................. y:......_........._V... }:..................Y.................. at_......_ V................ :j .........V ..... f!....._...........4'..........._..._. n v o 0 CD SET FEB 2023 c Rensrons CWIV Dote LI ' --SD —SD---SD --SD —SD —SD --SD—SD ---SD ----SD ---SD --.SD .___SD _.__.SD ___.SD--SD—� 0 8 16 32' ROOFP PLAN ALLRIGHRBERVEDMEEDRAWINCSARE SCALE:1/16 =1-0 THEPROPE—OF naGSAROHREOn AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER.WITHOUT PRIOR wRMEN PERMISSION. si—t Tm, HVAC ROOF PLAN M2. 1 WGS P.I_'No. 22-116 -E V) «o 88 uG o c �2 U Q0) E nS F -}-- $3 o O P E o a V L W Z W O V O IL Z 0 .121 O O _ a� ri ... -- W LU f� .::) U Z QIN M m O yi W U Q m o v` a Z a m PHOTO -EXISTING GRAVITY VENTILATOR VIEW r— o PHOTO - EXISTING INTAKE HOOD -FOR REFERENCE FROM OCCUPIED SPACE - FOR REFERENCE (9 z SCALE.NONE ^+E SCALE.NONE Mason County a Permit Document 3 COM2023-00026 L qw- CD SET FEB 2023 �� - R¢vBiwss Clpsbg Dob ie >. ALL RIGMS RESERVED S AR EDRAWINGSARE D THE NOT TOtt OE USED OR REFROEC+S AND ARE NOT N BE USED OR REPRODUCED IN ANT MANNER WTHOUi PRIOR W RIf1EN aERM6SION. SHea+TBB PHOTO - EXISTING EXHUAST FAN (TYP) - �PHOTO -EXISTING TURBINE VENTILATOR - FOR REFERENCE FOR REFERENCE Me+ SCALE:NONE Me+ SCALE:NONE MECHANICAL PHOTOS SI—f". M8. 1 WGS Ncj.+No. 22-116 P Mo T C U 30 a "E 0 -}� U 3 "o� •� o p P Uo 1 --------, 0 STAINLESS STEEL 114" MESH INSECT SCREEN. SECURE TO TOP OF PIPE w CONTINUOUS WELD ALL LL AROUND ROOFHOOD w a N < 18 GA GALV SHEET CURB,CANT,AND LL METAL RAINHOOD FLASHING.SEE DWGS 0 AND ARCH DWGS 0 0 PIPE CLAMP OALIGNMENT GUIDE(TYP) ROOF AND 1"MIN AIR GAP INSULATION. S,_C• SEE ARCH DWGS C2 18'GA GALV SHEET LLI = METAL COUNTERFLASH ROOF DECKING ` J FLASHING W O DRAIN EXTENSION INSULATION ROOF AND INSULATION. ! U O OVERFLOW DRAIN ROOFING SEE ARCH DWGS H ROOF DRAIN 2"HIGH WATER DAM MEMBRANE ,,. DUCT.SEE DWGS Q FOR SIZE AND CONT Z O 0 ^� O 0 B 12' 1/4"THICK STEEL SUPPORT 6 N ...... ....... _____.. __..... - ....... N -- - - _ FLANGE WELDED TO SLEEVE [ � I �..,.. .F< NOTES: w gi ` ''' ••• STEEL PIPE SLEEVE 2 PIPE SIZES 1. TOP OF ROOF CURB SHALL BESET LEVEL WHERE INSTALLED ON SLOPED ROOFS.ADJUST CURB TO SUIT. W � U O -- 8'MINIMUM LARGER THAN SAFETY VALVE VENT 2. DOME TYPE ROOF HOOD SHOWN.LOWERED AND RECTANGULAR ROOF HOODS SIMILAR. Z DRAIN SUMP RECEIVER � Q N , ON ROOF DECK SAFETY VALVE VENT.SEE O W = w UNDERDECK CLAMP DWGS FOR SIZE AND CONT r. RL ORL U Q N 3 Z 1 a O h aUi 5 DETAIL-ROOF DRAIN n DETAIL -STEAM HOT VENT THROUGH ROOF n DETAIL-ROOF HOOD Z zz MBT SCALE:NONE SCALE NONE SCALE:NONE -F J j 7LL'A ESS STEEL 1/4-MESH Mason County Q SCREEN Permit Document IPE OPEN TO ATMOSPHERE ERFLASHING. COM2023-00026 NT 12"MIN 24'MAX BAND EXHAUSTFAN 30811 j E FLEXIBLE RUBBER BOOT 3' ING - L i•'� EXHAUST DUCT EXTENDED OVER TOP OF CURB BIRDSCREEN 8'MIN LASHING SKIRT ________ CURB CAP OSITE BASE FLASHING CURB,CANT,AND AND INSULATION. FLASHING. CO SET PEB 2023 RCH DWGS ,. SEE ARCH DWGS ROOF AND INSULATION,SEE ARCH DWGS Re.ivons Cbsing DRTe ___.I ..... ..... ...................... ..... ..... M .__ ............ .............. ............... ......� VENT PIPE FROM INTERIOR VENT FOR FANS 300 CFM AND AU RIGHTS RESERVED THESE DRAWINGS ARE SYSTEM,SEE DWGS FOR SIZE AND OVER,PROVIDE ME PROPEM OF W SARCHITECTS AND CONT MOTORIZED DAMPER AND ARE NOT TO BE USED OR REPRODUCED IN ACCESS DOOR ANY MANNER.WITHOUT PRIOR WRITTEN EXHAUST DUCT. PERM4LON. SEE DWGS FOR SIZE AND CONT SHeat nne NOTES: 1. TOP OF ROOF CURB SHALL BE LEVEL WHERE INSTALLED ON SLOPED ROOFS. 4 DETAIL - PLUMBING VENT THROUGH ROOF PENETRATION DETAIL-DOWNBLAST ROOF EXHAUST FAN Men SCALE:NONE MR.T SCALE.NONE MECHANICAL DETAILS =heel- M9. 1 MSGS Project No. 22_116