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HomeMy WebLinkAboutPermit Building 2017-07-04KEYNOTES Z GENERAL Zli GENERAL PROJECT NOTES - 1. All sheets noted at the sheet index must be attached SITE: 15.15 acres or accompany this set of Construction Documents for - construction purposes. Obtain proper permits for all - CITY OF SPRINGFIELD (JURISDICTION). WORK SHOWN IS LIMITED IN DETAIL construction. Contact the Architect to confirm all ZONE: SHOP CLASS GARAGE BAY Construction Documents are current, including revision OCCUPANCY: GROUPIE© dM status dtai 2. All work to comply with the 2014 State of Oregon lYiliamfane Park Structural Specialty Code (OSSC) NOTE:A Fully Spnnklered building 3. Building permit must be posted on site at all times venting and exhaust system. 4. All work shall be coordinated to ensure minimal f disruption to normal facility operations. Provide WORK BY CONTRACTOR/OWNER appropriate construction work barriers as approved by sss+ the Owner and Architect if necessary. Minimize and y THE DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE control spread of dust and other contaminants within MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF the development site CONSTRUCTION SELECTED BY THE CONTRACTOR OR THE SAFETY 5. The contractor shall limit on site storage, layout, PROJECT LOCATION construction trailers and parking as directed by the SPRINGFIELD HIGH SCHOOL Owner's Representative e. This project contains Owner Furnished Owner AUTO SHOP Installed (OFOh and Owner Furnished Contractor 875 7th St Installed (OFCI) work as indicated and described in Springfield, OR 97477 Schedule. The contractor shall cooperate with the United States Owner, coordinate work and install owner furnished equipment per schedule 7. The drawings indicate the general scope of the project in terms of architectural design concept, dimensions, the major elements including electrical and mechanical systems, as such 8. The drawings do not necessarily indicated or describe all work required for full performance and completion of the requirements of the contract documents 9. On the basis of the general scopeindicated or descdbed, the contractor shall furnish all items required for the proper execution and completer of the work 10. The structural, mechanical, plumbing, and electrical drawings are supplementary to the architectural drawings and it shall be the responsibility of the contractor to check the architectural drawings before fabrication and/or installation of the work. Notify the Architect of any discrepancies between the architectural drawings and drawings done by consulting engineers, if provided 11. Any work installed in conflict with the architectural or electrical drawings shall be corrected by the General Contractor at his own expense, and at no additional expense to Architect or Tenant 12. The Contractor shall visit the site and be knowledgeable of conditions thereof. They shall investigate, verify and be responsible to onditions of the project and shall notify t ner of any condition requiring m Ion before proceeding with the work 3. mbols and abbreviations use rzWia_ 13._,% SPRINGFIELD HIGH SCHOOL SHOBUILDING WALL INFILL "'-°'P PROJECT SUMMARY BUILDING OWNER O School Middle Park © c- MeadowPark i 5ie D 5t W 5 a5+ u.=., lslandd Park S PR 1136 FI EL D sa"f' Al COVERSHEET PERSPECTIVE L' TAXMAP/LOT MAPLOT 1703351202600 - _ SITE: 15.15 acres - -J. S.i "-°" -� - COORDINATE: 44.053365'N 123.078786°W - CITY OF SPRINGFIELD (JURISDICTION). WORK SHOWN IS LIMITED IN DETAIL c5+ ZONE: SHOP CLASS GARAGE BAY SHW Fmid0w-NmzaE OCCUPANCY: GROUPIE© dM - A 5+ dtai CONSTRUCTION TYPE: II -A lYiliamfane Park Ceoee. NOTE:A Fully Spnnklered building 210:00 REFERENCE CODES Oregon Structural Specialty Code (OSSC) - 2014 effective October 1, 2014 OMSC Oregon Mechanical Specialty Code, 2014 Edition (2012 IMC with Oregon Amendments and the 20121FGC as an appendix) OEESC Oregon Energy Efficiency Specialty Code, 2014 Edition (20121ECC with Oregon Amendments) OPSC Oregon Plumbing Specialty Code, 2014 Edition (Based on the 2009 UPC with Oregon Amendments) OESC Oregon Electrical Specialty Code, 2014 Edition (Based on the 2011 NEC with Oregon Amendments) OFC Oregon Fire Code, 2014 Edition (2012 EC with Oregon Amendments and Eugene Amendments) Springfield Code with Updates GENERAL REFERENCES ANSI NFPA IGC/ANSI A177.1-2009, Accessible and Usable Buildings and Facilities, American National Standard, 2009 Edition, International Code Council, Inc. National Fire Protection Association (NFPA)- standards referenced in our state's statutes and regulations RONNEL CURRY SPRINGFIELD EDUCATION FOUNDATION PO BOX 663 SPRINGFIELD OR 97477 COUNTRY CONTACT: Mark Simmons mark.simmons@springfeld.kl2.or.us DORMAN CONSTRUCTION, inc. 303 S 5TH, SUITE 135 SPRINGFIELD, OR 97477 CCB#68801 CONTACT: Bob Buss 541-9840012 bbuss@dorman-const.com ARCHITECT Rex Prater, AIA BALANCE architecture+design, PC OR #5808 541-914-1733 MECHANICAL ENGINEER INTEG ENGINEERING Brian Jacoby, PE brian@integengineering.mm 714-501-6723 PERMIT SET Al PROJECT SCOPE E s. -Es A3 D Sr- - THESE DRAWINGS ARE FOR PURPOSE OF OBTAINING A PERMIT FROM THE A4 - CITY OF SPRINGFIELD (JURISDICTION). WORK SHOWN IS LIMITED IN DETAIL c5+ _ AND SCOPE AND IS BASED ON EXISTING FINDINGS. - 85. WORK UNDER THIS PERMIT IS: - A 5+ FRAMING DETAILS �1 1. Remove metal security fencing in GARAGE BAY and infill with a new M0.1 -ur - wall. Replace fence -gate with new metal door and add mechanical MIA venting and exhaust system. 146 f WORK BY CONTRACTOR/OWNER sss+ y THE DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE - MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE CONTRACTOR. THE APPROVED BUILDING PERMIT DOCUMENTS MUST REMAIN AT THE / PROJECT SITE AND BE AVAILABLE TO CITY OF EUGENE INSPECTORS AT ALL TIMES. 210:00 REFERENCE CODES Oregon Structural Specialty Code (OSSC) - 2014 effective October 1, 2014 OMSC Oregon Mechanical Specialty Code, 2014 Edition (2012 IMC with Oregon Amendments and the 20121FGC as an appendix) OEESC Oregon Energy Efficiency Specialty Code, 2014 Edition (20121ECC with Oregon Amendments) OPSC Oregon Plumbing Specialty Code, 2014 Edition (Based on the 2009 UPC with Oregon Amendments) OESC Oregon Electrical Specialty Code, 2014 Edition (Based on the 2011 NEC with Oregon Amendments) OFC Oregon Fire Code, 2014 Edition (2012 EC with Oregon Amendments and Eugene Amendments) Springfield Code with Updates GENERAL REFERENCES ANSI NFPA IGC/ANSI A177.1-2009, Accessible and Usable Buildings and Facilities, American National Standard, 2009 Edition, International Code Council, Inc. National Fire Protection Association (NFPA)- standards referenced in our state's statutes and regulations RONNEL CURRY SPRINGFIELD EDUCATION FOUNDATION PO BOX 663 SPRINGFIELD OR 97477 COUNTRY CONTACT: Mark Simmons mark.simmons@springfeld.kl2.or.us DORMAN CONSTRUCTION, inc. 303 S 5TH, SUITE 135 SPRINGFIELD, OR 97477 CCB#68801 CONTACT: Bob Buss 541-9840012 bbuss@dorman-const.com ARCHITECT Rex Prater, AIA BALANCE architecture+design, PC OR #5808 541-914-1733 MECHANICAL ENGINEER INTEG ENGINEERING Brian Jacoby, PE brian@integengineering.mm 714-501-6723 PERMIT SET Al COVER SHEET A2 SITE PLAN A3 DEMOLITION PLAN A4 GARAGE PLAN AS INTERIOR ELEVATION A6 ELEVATION +SECTION A7 FRAMING DETAILS A8 DETAILS M0.1 MECHANICAL MIA MECHANICAL SHEETINDEX E nz 8 m� mz a z ..z vnt Q w; m�2mr <°�dY'a¢OXX E m o W mCtiE au¢CC Act �REX GP$ATER J.XqAEGON Z J' LTCEN56 b5808 OF BQ :PERMIT COVER SHEET tl' (M SITE PLAN AZ SCALE: T' =100' KEYNOTES Z GENERAL Z10:02 KEYNOTES: UNIFORMAT BREAKDOWN SUBSTRUCTURE A10: Foundations 0 A20: Basement Construction o n¢ SHELL m B10: Superstructure v ¢ Ud v B20: Exterior Closure T z w B30: Roofing r4 ;!` m INTERIORS C10: Interior Construction tt O C20: Stairways z o o m u�i m i C30: Interior Finishes X ..�......�� Oaa ¢O u E n .,X D10: Conveying Systems D20: Plumbing Systems D30: HVAC Systems D40: Fire Protection Systems D50: Electrical Systems D5030: Teleco-low voltage EQUIPMENT & FURNISHINGS E10: Equipment E20: Furnishings OTHER BUILDING CONSTRUCTION F10: Special Construction F20: Selective Demolition (otherthan hazmat) F2020: Hazmat Abatement BUILDING SITEWORK G10: Site Preparation G20: Site Improvements G30: Site Civil/Mechanical Utilities G40: Site Electrical Utilities G60: Other Site Construction Z10 GENERAL NOTES REX GPRATER 7W REGOWz `A LICENSEVAN O 9 J SCS OF BW 1 :PERMR SITE PLAN DEMOLITION PLAN �w.,fft& B SHELL 820:01 REFERENCE Line of roof or similar plane shown as dashed or other reference graphic — D SERVICES D50:01 ELECTRICAL PANEL Existing panels labeled as'JK and 'JL' Coordinate all NEW electrical and mechanical work with Owner Representative. Rework panels and layout design for mechanical units to feed and reference connection diagram shown on'M' Sheets F DEMOLITION 8. SPECIAL CONSTRUCTION F20:10 REMOVE GATE Remove FENCE -GATE. Remove steel fencing, posts, and attachments that include exiting gate and latch hardware. Remove fencing back to concrete jamb, header, sill. Steel stud wall framing to remain, prepare for new stud frame. F20:12 REMOVE FENCE Remove FENCE. Remove steel fencing, posts, and attachments back to concrete jamb, header, sill. Steel stud wall framing to remain, prepare for new stud frame. F20:15 REMOVE SIDING Remove existing exterior sheet metal cladding only. Metal studs to remain. Prepare wall framing for exterior sheathing and insulation. Z GENERAL E n < a U z c m4% w zz � i. a 0 0 10 O mmvq— mooEamaX Z10:01 PLAN NOTES All sheets noted at the sheet index must be attached or accompany this set of Construction Documents for construction purposes. Obtain proper permits for all V:O U Contact the Architect to confirm all ¢ -Q Construction Construction Documents are current, including revision Q U W , Z status. 0 0 110: DESIGN -BUILD NOTE N z z n 1. Thisprojectproject requires the mechanical, fire protection, Z" and electrical contractors to provide complete design/ N 0 m m build services.. Refer o the architectural drawings for work to be designed under these disciplines. Drawings U m and specifications prepared by design/build sub z XO contractors shall be fully coordinated with architectural O m and structural items and shall be prepared by Oregon U O registered engineers, when required by code, a 2. All code required energy calculations shall be prepared and submitted by design/ build subcontractors. 3. Review construction documents carefully for notes regarding proposed requirements. Develop design with Tenant and Architect based on desired elements and produce documentation for approval. Receive approval on proposed design prior to proceeding with work. All work to conform to applicable Oregon Codes. 4. Designbuild subcontractors to be fully responsible to procure all necessary permits prior to performing work. Provide system drawings and specifications to be reviewed by Owner, Tenant and Architect prior to submitting to the City. 5. All fixtures and equipment specified in the Construction Documents must be constructed, assembled, and conform to Code. Any non-compliant condition found must be reported to the Architect for clarification and is the responsibility of the subcontractor to resolve: Z10:05 EXISTING An existing element, structural or otherwise, shown for reference for the purpose of illustrating information within this project ,D ,r ,, 210:06Nr WORK �'1�.�[�, Existing area shown for reference, NO WORK UNLr ��% NOTED. REX G PRAYER Z10:11 VEHICLE Demonstration vehicle shown dashed for reference this project and the academic program of the space,' GARAGE G3 (Existing two vehicle bay with floor I� G AEGON 'Z LSCENS #!M "91, w0 OF aP Y :PERMIT DEMOLITION PLAN 10'-9" NEW G3 PLAN A4 SCALE: 3/16" = 1'-0" 32'-0" EXISTING FRAME t G� a.W U `z ZI¢ a ii co �o U> o �r W � z. m U r= t I � I I EXIT F--1 R C9- \__ Z EXIT— DI CHARGE XIITDISCHARGE -� 5'-l" NEW .. KEY NOTES B SHELL B20:01 REFERENCE Line of roof or similar plane shown as dashed or other reference graphic B20:10 CLADDING 19 METAL SIDING COLOR: PORTLAND STONE#GF115 E New and existing metal siding within this nz project area is to match: = o 9'0 B20:24 WALLTYPEI Wall Type per schedule �- O 074619, 051200 o m 5 Z �M� Q B20:25 WALL TYPE 2 m Wall Type per schedule c 074619; 051200 m 3 °i ? u a F w ° QQQK _ U— �c0 Z0 v N¢` Z01. C INTERIORS e '„��° n v X C10:11 NO m o° E 8 m u K New Door, see schedule 010:12 HARDWARE Door hardware - knob and larch -to be _ replaced. Replace with Owner approved assembly that is EGRESS and ADA _ _wiz°'ao compliant. ° o olo= C10:13 CFA = _ Clear Floor Area shown dashed. Ato existing doors, this area is shown as =_-= reference as -Is. At new doors, area _ -_ - shown is a reflection of egress and ADA _ - requirement. Further description is - - illustrated within this project document _ under CODE LEGEND -_ OSSC 1907 610:14 COILING Coiling doors are existing, shown for >o> reference, 0. d Roza O UW�Z N D SERVICES w UU O n D30:01 MECHANICAL UNIT New Mechanical system overhead (n O a shown dashed for reference. See try m Mechanical Plans for layout, details, and = U o specify unit specifications. c/i rx D30:03 MECHANICAL UNIT O m EF -1&2 UO Specifications to be on site for City a Inspector, 2014 OMSC 507.2 D30:06 MECHANICAL LOUVRE GREENHECK EDJ-401 Wall mounted louvre, size per Mechanical design on'M' Sheets. Coordinate location with framing for size and elevation. Reference elevations. D50:01 ELECTRICAL PANEL Existing panels labeled as'JK' and 'JL' Coordinate all NEIN electrical and mechanical work with Owner Representative. Rework panels and layout design for mechanical units to feed and reference connection diagram shown on'M' Sheets Z GENERAL 210:05 EXISTING An existing element, structural or otherwise, shown for reference for the purpose of illustrating information within this project. _.r��.,.D AjO� Z10:06 NO WORK Existing area shown for reference, NO rrs�, WORK UNLESS NOTED. REX O PRATER Z10:10 DESIGN OCCUPANT LOAD r] OSSC 1004.1 FUNCTION EDUCATIONAL shop and other—Ja vocational room area 50 net go RBGON `o" LICENSE 0809 O ROOM AREAS SCHEDULE - MAIN FLOOR '1T n /�q ` 0 ZONE ROOM AREA c OF B .PERMIT G3 GARAGE PLAN GARAGE G3 1,461.99 1.461.99 soft A B20:34 D30:01 D50:01 D50:3 D50:4 ❑n (-2--� INTERIOR ELEVATION - EAST A5 SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" KEY NOTES B SHELL B20:02 EXISTING . An existing element, structural or not, that is shown as a graphical reference line, dashed or not B20:24 WALL TYPE 1 Wall Type per schedule e 074619.051200 B2025 WALL TYPE Wall Type per schedule�'� - tY 074619, 051200 a a U B20:34 PAINT -FINISH? ¢ n z Prepare complete surface for paint. Paint selection to .. Q -. M be approved by Owner; prime prepared surface and m z a' B o apply two coats. - K `m3 mc? W u�i °j" _ U— 4y wed C INTERIORS '0 A a O u C10:11 NO mOSEaE-W New Door, see schedule C30:05 PAINT Paint existing walls with (1) primer coatfollowed by (2) finish Croats per schedule. - i3a 2 3? A6 D SERVICES - D30:01 MECHANICAL UNIT _ New Mechanical system overhead shown dashed for - it reference. See Mechanical Plans for layout, details, and specific unit specifications. D30:06 MECHANICAL LOUVRE so oo`o'c€ij GREENHECK EDJ-401 Wall mounted louvre, size per Mechanical design on'M' Sheets. Coordinate location with framing for size and elevation. Reference elevations. D50:01 ELECTRICAL PANEL Existing panels labeled as'JK' and 'JL' Coordinate all fin } NEW electrical and mechanical work with Owner IL nr o z r M Representative. Rework panels and layout design for O v D z m mechanical units to feed and reference connection = J LL O O diagram shown on'M' Sheets (n z z r N a D50:3 EXIT SIGN N X m Exit sign to be wall mounted above exit door, mounted IY m 8' above floor level, internally illuminated at all times et = F 5 foot candles and have emergency power system. ¢ m OSSC 1011.1, A924 X z D50:4 EXIT ILLUMINATIONM Means of egress and exit discharge to have illumination o a of 1 foot candle or greater at the walking surface. Include emergency power illumination within fixture, as battery backup. Reference OSSC 1006.3 Z GENERAL Z10:05 EXISTING An existing element, structural or otherwise, shown for reference for the purpose of illustrating information within this project. 210:05 -- D30:01 82034 B20:24 5 2110:00:0 6 1 L;{ REX GPRATEA a7 ►] N RECON 'Z LICENSE# 808A Q Y7 0 OF i 1 :PERMIT INTERIOR ELEVATION - WEST INTERIOR ELEVATION SCALE: 3/16"= 1'-0" A CZ ® D30:06 D30:01 D30:01 --_.. D50:3' C30:05 C10:11 INTERIOR ELEVATION - SOUTH SCALE: 3/16" = 1'-0" KEY NOTES B SHELL B20:02 EXISTING . An existing element, structural or not, that is shown as a graphical reference line, dashed or not B20:24 WALL TYPE 1 Wall Type per schedule e 074619.051200 B2025 WALL TYPE Wall Type per schedule�'� - tY 074619, 051200 a a U B20:34 PAINT -FINISH? ¢ n z Prepare complete surface for paint. Paint selection to .. Q -. M be approved by Owner; prime prepared surface and m z a' B o apply two coats. - K `m3 mc? W u�i °j" _ U— 4y wed C INTERIORS '0 A a O u C10:11 NO mOSEaE-W New Door, see schedule C30:05 PAINT Paint existing walls with (1) primer coatfollowed by (2) finish Croats per schedule. - i3a 2 3? A6 D SERVICES - D30:01 MECHANICAL UNIT _ New Mechanical system overhead shown dashed for - it reference. See Mechanical Plans for layout, details, and specific unit specifications. D30:06 MECHANICAL LOUVRE so oo`o'c€ij GREENHECK EDJ-401 Wall mounted louvre, size per Mechanical design on'M' Sheets. Coordinate location with framing for size and elevation. Reference elevations. D50:01 ELECTRICAL PANEL Existing panels labeled as'JK' and 'JL' Coordinate all fin } NEW electrical and mechanical work with Owner IL nr o z r M Representative. Rework panels and layout design for O v D z m mechanical units to feed and reference connection = J LL O O diagram shown on'M' Sheets (n z z r N a D50:3 EXIT SIGN N X m Exit sign to be wall mounted above exit door, mounted IY m 8' above floor level, internally illuminated at all times et = F 5 foot candles and have emergency power system. ¢ m OSSC 1011.1, A924 X z D50:4 EXIT ILLUMINATIONM Means of egress and exit discharge to have illumination o a of 1 foot candle or greater at the walking surface. Include emergency power illumination within fixture, as battery backup. Reference OSSC 1006.3 Z GENERAL Z10:05 EXISTING An existing element, structural or otherwise, shown for reference for the purpose of illustrating information within this project. 210:05 -- D30:01 82034 B20:24 5 2110:00:0 6 1 L;{ REX GPRATEA a7 ►] N RECON 'Z LICENSE# 808A Q Y7 0 OF i 1 :PERMIT INTERIOR ELEVATION - WEST INTERIOR ELEVATION SCALE: 3/16"= 1'-0" A CZ D30:06 820:25 B20:24 B20:02 D30:06 ii 2 CEILING 16'-0" WALL SECTION 02 A6 SCALE: 1/2" = 1'-0" 820:10 D50:4 820:24 D30:06 B20:25 -� SOUTH ELEVATION - EXTERIOR 210:05 KEYNOTES SHELL B JS EXISTING B20:02 An existing element, structural or not, MECHANICAL LOUVRE D30:06 that is shown as a graphical reference - _-- GREENHECK EDJ-401 line, dashed or not e as Wall mounted louvre, size per Mechanical design on'M' Sheets. _- CLADDING 820:10 Lo 'o METAL SIDING _- m �� — tt COLOR: PORTLAND STONE #GF115 < o New and existing metal siding within z 3 Q this project area is to match, EXIT ILLUMINATION g z d ¢ WALL TYPE 1 B20:24 Q m c g in Wall Type per schedule 074619, 051200 v— 2 x WALL TYPE 2 B20:25 < :° " D o Wall Type per schedule emergency power illumination within w mooo. E t v u tt 074619, 051200 fixture, as battery backup. Referencez SERVICES D MECHANICAL LOUVRE D30:06 - _-- GREENHECK EDJ-401 Wall mounted louvre, size per Mechanical design on'M' Sheets. _- -- Coordinate location with framing for - _- size and elevation. Reference elevations. -_ _ EXIT ILLUMINATION D50:4 Means of egress and exit discharge to have illumination of 1 foot candle or greater at the walking surface. Include y F emergency power illumination within d o X a fixture, as battery backup. Referencez 0 "woo OSSC 1006.3 wTUU GENERAL Z C6Zi, = 0a EXISTING Z10:05 1n <� x An existing element, structural or 0 m otherwise, shown for reference for the 00 CL purpose of illustrating information within this project. G 'E, OREOON UCEN'SE 45808 O y2, QCs 1 OF BW'� :PERMIT ELEVATION + SECTION BOTTOM TRACK DEFLECTION track and top track shown attachment with (2) . I I Fasten with #10 self tapping framers (STF), 16" on BOXED HEADER - JAMB SCALE 3/4" = T-0" STRUCTURE line of existing concrete DEFLECTION TRACK CROSS-SECTION DEFLECTION TRACK DETAIL DESIGN CRITERIA When provided, factory punchouts will be located along the center line of the webs of the stud members and wi 2014 OSSC I IBC 2012 a minimum center -to -center spacing of 24". Punchouts for members greater than 2 VT' deep are a maximum SPRINGFIELD HIGH SCHOOL SHOP SAYDOOR FRAMING wide x 4 12" long. Members with depths 2 12" and smaller are maximum 3r4" wide x 4 12" long. Any configur REFERENCE and STANDARDS 4D DESIGN LOADS: ASCE 7-10 other punchout configurations and locations not In compliancewlth limitations listed above must be approved sly LIGHT GUAGE STEEL: AISI 2010 with Supplement 2, design professional Values herein are based on punchout configuration and location aS illustrated below. rA North American Specification for LICENSEFSS09 0 the Design of Cold -formed Steel Structural Members OF BW 1 :PERMIT CONCRETE: (EXISTING) ACI 318-11 Building E Code Requirements for Structural nz d Concrete Q 'o 'o ¢ U DESIGN LOADS: m z mz `o w .5 Dead Loads: ,g S Walls 10 psf, DLw 10 c s -Zof m Wind Loads: a m$ d G basic wind speed V„n=95 mph w- "' `mbof CZ exposure category Co ,,, v,n ma JWC aelsmib loads SDC = Dr Is =I Me E `a a a X lateral farce resisting system: light frame cold formed steel sheathed with sheet metal panels - -- as cladding FRAMING MATERIAL LIST: -_- _ 6005162 -54 -Walls (0.0566 in.) 50 ksi, typical framing member BY SCAFCO = - - 600T200-54- Bottom Track (0.0566 In.) 50 ksi. typical framing member BY SCAFCO _ _- - 60oslottedtmck250-54-Deflection Track for top of wall (0.0566 in.) 50 ksi. typical framing member BY SCAFCO = - 24005162-54 - Box beam header 247all x 6" wide. CUSTOM BY SCAFCO. FASTENERS: -- Self Tapping Framers _ HBIiX-U19MX-.157x3/4" I %' x''/e" Red Head Hammer Set Anchor FINISH: 24 ga. break formed sheet metal panels by Owner N XO c #8 SMS self tapping sheet metal screws d x Boz O U 0 0 FRAMING NOTES. w 2 u_uU Horizontal Deflection: For wall assemblies, limited to 1Y360 of the wall height based on horizontal loading of 10 Ih Z Z" ft. (480 Pa) fn O ix rn Design in accordance with American Iron and Steel Institute Publication "5220 - North American Specification to = U Design of Cold -Formed Steel Framing - Nonstructural Members", except as otherwise shown or specified. a x �m Design loads: As indicated on the Architectural Drawings to be 10 PSF (5 Iminimum as required by 0 p International Building Code) a Design framing systems to accommodate deflection of primary building structure (concrete) and constrw tolerances and to withstand design loads with a maximum deflection of 1/2 inches. Framing Members, General: Comply with ASTM C 645 for conditions indicated. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. Protective Coaling: Comply with ASTM C 645; mil -formed from hot -dipped galvanized steel; complying with ASI 653/A 653M G40 (Z120) or having coating that provides equivalent corrosion resistance. - Where AISI S100 is referenced, it is the North American Specification for the Design of Cold -Formed Steel Structs Members, 5100-07 and AISI S100-07 with Supplement S2-10, as applicable with U.S. provisions. The structural properties have been computed based on allowable strength design (ASD) method. Distortional buckling calculations are based on Kip = 0. The effective moment of Inertia for deflection Is calculated at a stress that results in a section modulus such that if stress times the section modulus at that stress is equal to the allowable moment. AISI 5100 procedure I for serviceability determination has been used. Various sections may be manufactured with yield points of 50 kips per square inch (ksi). The yield point used for calculations is Indicated m the tables. Conditions with loads that exceed the 16psf limit for nonstructural members require an approved G60 coaling. D When provided, factory punchouts will be located along the center line of the webs of the stud members and wi S a minimum center -to -center spacing of 24". Punchouts for members greater than 2 VT' deep are a maximum REX G PRATER wide x 4 12" long. Members with depths 2 12" and smaller are maximum 3r4" wide x 4 12" long. Any configur i combination of holes that ft within the punchout width and length limitations mentioned above shall be permute ; other punchout configurations and locations not In compliancewlth limitations listed above must be approved sly s design professional Values herein are based on punchout configuration and location aS illustrated below. rA G REGON 'Z LICENSEFSS09 0 OF BW 1 :PERMIT FRAMING DETAILS DOOR SCHEDULE ROOM ID QUANTITY OPENSTO OPENSFROM WIDTH HEIGHT MANUFACTURER CODE NOTES/REMARKS GROUND FLOOR, ND -G1 1 T-0" T-0" STEEL 7296 EGRESS LH 1 HARDWARE TO BE APPROVED BY OWNER HARDWARE - INTERIOR 30 to 36 -inch Wide Door Touch Bar Rim Exit Device VON DUPRIN 33 RIM PANIC or Global Series THI r 00EDTBAR touch bar style exit device suitable for all doors (aluminum, hallow metal, or woad) where there is no projection on the door face. HARDWARE - EXTERIOR Night Latch Function Handlesst Night Latch - Entry by turning key. Key does NOT unlock panic exit device. Key unlatches the exit device when ND -131 turned so you can open the door. /� FINISHES #630 stainless steel DOOR LEGEND BORE: heavy duty / 1 OPENING FORCE �% SCALE: 1' = 1'-0" WT -1 & WT -2 Wall type WT -1 & WT -2 are a be identical walls. Difference between WT -1 and WT -2 is that WT -1 is existing, WT -2 is new. Remove and salvage existing exterior sheet metal siding from WT -1 to be reapplied over new sheathing. FRAMING. Metal studs per details on SHEET AT Construct so that existing and new framing match in form and strength. SHEATHING. 5/8" Gypsum Exterior Wall Sheathing with fiberglass face. Place sheathing an interior and exterior side of wall framing. THERMAL. Fill cavity with eco -batt material per KEYNOTES. VAPOR BARRIER Cover and seal Henry's Blueskin WP 200 or comparable self -adhering composite membrane consisting of an SBS rubberized asphalt compound, integrally laminated to a high-density polyethylene film CLADDING Sheetmetal wall panels per Owner. Also reference KEYNOTES for color. SCALE: 11/2"= 1r-0" schedule �ellj:"xcj=lllc ACCESSIBILITY. OSSC 1101.2.1 (ORS 447.220 and 447.231) All new work is _ 4._0designed to provide equivalent F or greater accessibility. I CFA OSSC 3411.6 Alterations. The o work in this building shall comply 0 I with the applicable provisions of ICC A117.1, unless technically r infeasible. Where compliance _ with this section is technically r infeasible, the alteration shall provide access to the maximum extent technically feasible. o - ---�—\ OPENING FORCE Not to exceed 5 pounds (OSSC DIBCH T II 1008.1.3) ... L _ CFA_ J N-6" c CFA DIAGRAM A8,/ SCALE: 3/16" = 1'-0" 0 a< E 0 c,a o 7 U Q di m 2 < sx K roam—r UZ ep2ed ¢ 5m� q ayX w� dx m0U Enadr CL KUKU N Q m K F O Upw OOO " M LLUU ' y ZZ, N Z" O a_I. KN U Um rn Z o oro UO M 1� f `�' LIl2N5E 55808 O OF BW r :PERMIT DETAILS NICE WALL MOUNTED O&OFF SWITCH TO INTERLOCK FAN AND EXHAUST I )MAKE MOTOREED DAMPERS CONCRETE INSERT ANCHOR W/ BOLT (Tm.) OR CONCRETE WALL - GENERAL NOTES 1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS RETURN DUCT UP EXHAUST FAN SCHEDULE RETURN GRILLE COUNTY CODES, AND OTHER APPLICABLE CODES AND ® THERMOSTAT REGULATIONS. SUPPLY DUCT DOWN 2. PRIOR TO BID, THE CONTRACTOR SHALL VISIT THE SITE TO RETURN DUCT DOWN VERIFY LOCATONS AND CHARACTERISTICS OF EQUIPMENT, BALANCING DAMPER -!- DUCTS, UTILITIES, ETC. AND REPORT ANY DISCREPANCIES WFUN 1-5/8" UNISTRUT MANUFACTURER MODEL TYPELOCATON 1 AREA SERVED DRIVE FLO 1DFM1 ESB FAN RPM VOLTIPA MO RWM MORFLP OPERwT.NUO.( NOTES GREENHECK 50-12.1 INLINEOENI )FUGAL WALL MOUNTED GARAGE Ip1f10MOTNE SERVICE) DIRECT 975 0]5 1725 1191 '25 1]25 12 9.R fi5 111 CARDUR CMD,. UTLRY SET WgLL MOUMEDPWTFORM GERVICE SAY - SOURCE CAPTURE BELT 6.0 35 24.13 t 14. H] 5. COORDINATE ENTIRE INSTALLATION OF THE VENTILATION SYSTEM (LUT, SIDEWALL EXHAUST GRILLE WITH THE WORK OF OTHER TRADES PRIOR TO ANY CUBIC FOOT CLL FT. FABRICATION OR INSTALLATION. PROVIDE FITTINGS, OFFSETS. TO POUNDS AND TRANSIPONS AS REQUIRED FOR A COMPLETE WORKABLE NICE WALL MOUNTED O&OFF SWITCH TO INTERLOCK FAN AND EXHAUST I )MAKE MOTOREED DAMPERS CONCRETE INSERT ANCHOR W/ BOLT (Tm.) OR CONCRETE WALL - GENERAL NOTES EA DUCT, SEE PLAN FOR SIZE & CONFIGURATION CONTROL NOTES EF- (GENERAL SERV CE RAY EXHAUST) Z. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EOURMENT MANUFACTURERS RECOMMENDATIONS. PROVIDE FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 8, DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE MOST RESTRICPVE OF LOCAL REGULATIONS. 2D14 CASS PROCEDURES DETAILED IN THE ASTRAL HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CON TRACTORS NATIONAL ASSOCIATION. A COPY OF THE SMACNA STANDARDS SHALL BE KEPT AT THE JOB FOR REFERENCE BY THOSE REVIEMNG THE WORK - 9. DUCT SIZES ARE NET INSIDE CLEAR DIMENSIONS (LE NOT INCLUDING LINER). DUCT JOINTS SHALL BE SEALED AIR TIGHT, PROVIDE STRAP, TRAPEZE, OR ROD HANGERS. 10. DUCT INSULATION AND LININGS, INCLUDING ADHESIVES WHEN USED, SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE 1WTH ASTM E 84 OR UL 723.. 11. DUCTWORK INSULATION (IF INSTALLED) SHALL HAVE THERMAL CONDUCTANCE OF 0.24 BTU PER S0. IN /SD FT. PER DEQ F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEC, F. AT 1-1/2 LE /CU FT. DENSITY. LINER SHALL BE TREATED WITH A FIRE DAMAGE AND MILDEW RESISTANT SURFACE FIBERGLAS DUCTWRAP BLANKET SHALL HAVE A THERMAL CONDUCTANCE OF 0.27 BTU PER IN./ 51 FT /DEG. F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEG. F., AT O.]5 ITS /CJ FT. DENSITY, WITH FSK FOIL REINFORCED FIRE-RESISTANT FACING AND A VAPOR BARRIER RATING OF 05 PERM- THE SERVICE BAY AREAS. THE FAN 15 ENABLED VIA A MANUAL LINE VOLTAGE 2E_ OPEN WHEN EF -1 15 ENABLED, AND CLOSED WHEN EF -1 IS DISABLED. THE ON-OFF SWITCH IS TO BE PROVIDED WITH A RELAY TO OPERATE THI MOTORIZED AUTOMATIC DAMPER INSTALLED IN THE OUTSIDE AIR INTAKE LOUVER AS DESCRIBED BELOW. PROVIDE FLEXIBLE DUCT CONNECTORS AT INLET & DISCHARGE DUCT CONNECTIONS TO FAN. FF -2 (SOURCE CAPTURE SERVOS BAY EXHAUST) UTILITY SET EXHAUST FAN EF -2 PROTUDES SOURCE CAPTURE VENTILATION FOR THE TWO SERVICE BAY AREAS. THE FAN IS ENABLED VIA A MANUAL LINE VOLTAGE (120V.) "ON-OFF" SWITCH WITH INDICATOR LIGHT TO SHOW OPERATION. THE ON-OFF SWITCH IS ALSO INTERLOCKED WITH THE 120V. DAMPER ACTUATOR THAT OPERATES THE MOTORIZED DAMPER INSTALLED IN THE EXHAUST DISCHARGE AIR LOUVER DOWNSTREAM OF WALL MOUNTED INLINE FAN DETAIL (EF -1 THE FAN. DAMPER IS OPEN WHEN EF -2 IS ENABLED, AND CLOSED WHEN EF -2 IS DISABLED. THE ON-OFF SWITCH IS TO BE PROVIDED WITH A RELAY TO OPERATE THE MOTORIZED AUTOMATIC DAMPER INSTALLED IN THE OUTSIDE AIR INTAKE LOUVER AS DESCRIBED BELOW. M0.1 NTS OUTSIDE AIR INTAKEUV Z DAMPER THE OUTSIDE AIR INTAKE LOUVER MOTORIZED DAMPER 15 TO OPENED UPON ENABLING OF EITHER EXHAUST FAN EF -1 OR EF -2. THE DAMPER IS TO BE CLOSED WHEN BOTH FANS ARE DISABLED. FLEX CONNECTION UTILITY SET - EA DUCT - SEE PLAN FLANGE SET FAN HOUSING FOR SIZE & TO E.A. BRA'LANNCH CONNECTION CONFIGURATION - SEE I EA DISCHARGE DUCT - SEE PLAN FOR SIZE & MODEL BA ��_ CAR -MON NOSE BALANCER 4 0 x 20 FT. TYPE CONFIGURATION _ CUP FLEX MOTOR & DRIVE HOUSING LOAD PLATE - 12 GA. PLATED STEEL TUBING DROP'. FAN SUPPORT LEG 4"0 x 20 FT. LONG (ttB 4)_ _ _ _ _ _ _ _ _ _ _ _ _ COATED HERGLAS TYPE NU% FLEX SOLATION MEDIUM VIBRATION RAIL 3/3 x2-1/2" WEDGE (TYP- 2) ANCHOR - SIMPSON STRONG -BOLT 2 3/8'0 PLATED NUT & BOLT TUBING SUNG (TYP. 2 EACH HORIZONTAL(TYP- 4 - 9 EA- SUPPORT & VERTICAL MEMBER) LEG) SERIES RS FACTORY SUPPLIED ADAPTER WELDED STEEL PLATFORM CONCRETE WALL -____[." (1/l/2 0-1/2'x3/16" ANGLE IRON) - SIZE AS REO'D FOR FAN NOTES: 1, ALL ITEMS PROVIDED BY CAR -MON PRODUCTS, INC. 2. INSTALL EQUIPMENT PER MANUFACTURER'S PRINTED INSTRUCTIONS. WALL MOUNTED FAN PLATFORM DETAIL NTS SOURCE CAPTURE HOSE DROP WITH BALANCER & ADAPTER LEGEND SUPPLY DUCT UP 1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS RETURN DUCT UP OF ME 2010 OFFS, 2014 DMSO, 2014 OEESC, CITY & RETURN GRILLE COUNTY CODES, AND OTHER APPLICABLE CODES AND ® THERMOSTAT REGULATIONS. SUPPLY DUCT DOWN 2. PRIOR TO BID, THE CONTRACTOR SHALL VISIT THE SITE TO RETURN DUCT DOWN VERIFY LOCATONS AND CHARACTERISTICS OF EQUIPMENT, BALANCING DAMPER -!- DUCTS, UTILITIES, ETC. AND REPORT ANY DISCREPANCIES WFUN 1-5/8" UNISTRUT POINT OF CONNECTION PLANS TO ARCHITECT CHANNEL (TYP-) 1 EXISTING EOWPMENT THAT 15 REMOVED AND NOT REUSED SHALL EF RETURN AIR BE RETURNED TO THE OWNER OR DISPOSED OF AS DIRECTED FIRE DAMPER FD BY THE OwMER. CHANNEL NUT W/0 4. CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH SPRING (TYP.) OSA THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CSD CUBIC FEET PER MIN CONTRACTOR SHALL GIVE ME OWNERS REPRESENTATIVE RETURN GRILLE CEILING RGC SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL CEF EXHAUST GRILLE CEILING SHUT DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE U NI$TRUT ANGLE MUA OWNER'S REPRESENTATIVE, BRACKET W/ ON CENTER O.C. BOLT/NUT FASTENERS 5. COORDINATE ENTIRE INSTALLATION OF THE VENTILATION SYSTEM (LUT, SIDEWALL EXHAUST GRILLE WITH THE WORK OF OTHER TRADES PRIOR TO ANY CUBIC FOOT CLL FT. FABRICATION OR INSTALLATION. PROVIDE FITTINGS, OFFSETS. TO POUNDS AND TRANSIPONS AS REQUIRED FOR A COMPLETE WORKABLE EXISTING (E) INSTALLATON. 3/8"0 HANGER ROD 6, PLATFORMS. CURBS AND FLASHINGS FOR MECHANICAL (TYP.J CD EQUIPMENT SHALL BE AS INDICATED ON THE PLANS PLANS, 0 OVERFLOW DRAIN UNLESS NOTED OTHERWISE. FACTORY SUPPLIED DAL POINT OF CONNECTION HANGING NEOPRENE EXHAUST AIR LOUVER FAL ISOLATOR (TYP.) # AUTOMATIC DAMPER EA DUCT, SEE PLAN FOR SIZE & CONFIGURATION CONTROL NOTES EF- (GENERAL SERV CE RAY EXHAUST) Z. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EOURMENT MANUFACTURERS RECOMMENDATIONS. PROVIDE FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 8, DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE MOST RESTRICPVE OF LOCAL REGULATIONS. 2D14 CASS PROCEDURES DETAILED IN THE ASTRAL HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CON TRACTORS NATIONAL ASSOCIATION. A COPY OF THE SMACNA STANDARDS SHALL BE KEPT AT THE JOB FOR REFERENCE BY THOSE REVIEMNG THE WORK - 9. DUCT SIZES ARE NET INSIDE CLEAR DIMENSIONS (LE NOT INCLUDING LINER). DUCT JOINTS SHALL BE SEALED AIR TIGHT, PROVIDE STRAP, TRAPEZE, OR ROD HANGERS. 10. DUCT INSULATION AND LININGS, INCLUDING ADHESIVES WHEN USED, SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE 1WTH ASTM E 84 OR UL 723.. 11. DUCTWORK INSULATION (IF INSTALLED) SHALL HAVE THERMAL CONDUCTANCE OF 0.24 BTU PER S0. IN /SD FT. PER DEQ F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEC, F. AT 1-1/2 LE /CU FT. DENSITY. LINER SHALL BE TREATED WITH A FIRE DAMAGE AND MILDEW RESISTANT SURFACE FIBERGLAS DUCTWRAP BLANKET SHALL HAVE A THERMAL CONDUCTANCE OF 0.27 BTU PER IN./ 51 FT /DEG. F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEG. F., AT O.]5 ITS /CJ FT. DENSITY, WITH FSK FOIL REINFORCED FIRE-RESISTANT FACING AND A VAPOR BARRIER RATING OF 05 PERM- THE SERVICE BAY AREAS. THE FAN 15 ENABLED VIA A MANUAL LINE VOLTAGE 2E_ OPEN WHEN EF -1 15 ENABLED, AND CLOSED WHEN EF -1 IS DISABLED. THE ON-OFF SWITCH IS TO BE PROVIDED WITH A RELAY TO OPERATE THI MOTORIZED AUTOMATIC DAMPER INSTALLED IN THE OUTSIDE AIR INTAKE LOUVER AS DESCRIBED BELOW. PROVIDE FLEXIBLE DUCT CONNECTORS AT INLET & DISCHARGE DUCT CONNECTIONS TO FAN. FF -2 (SOURCE CAPTURE SERVOS BAY EXHAUST) UTILITY SET EXHAUST FAN EF -2 PROTUDES SOURCE CAPTURE VENTILATION FOR THE TWO SERVICE BAY AREAS. THE FAN IS ENABLED VIA A MANUAL LINE VOLTAGE (120V.) "ON-OFF" SWITCH WITH INDICATOR LIGHT TO SHOW OPERATION. THE ON-OFF SWITCH IS ALSO INTERLOCKED WITH THE 120V. DAMPER ACTUATOR THAT OPERATES THE MOTORIZED DAMPER INSTALLED IN THE EXHAUST DISCHARGE AIR LOUVER DOWNSTREAM OF WALL MOUNTED INLINE FAN DETAIL (EF -1 THE FAN. DAMPER IS OPEN WHEN EF -2 IS ENABLED, AND CLOSED WHEN EF -2 IS DISABLED. THE ON-OFF SWITCH IS TO BE PROVIDED WITH A RELAY TO OPERATE THE MOTORIZED AUTOMATIC DAMPER INSTALLED IN THE OUTSIDE AIR INTAKE LOUVER AS DESCRIBED BELOW. M0.1 NTS OUTSIDE AIR INTAKEUV Z DAMPER THE OUTSIDE AIR INTAKE LOUVER MOTORIZED DAMPER 15 TO OPENED UPON ENABLING OF EITHER EXHAUST FAN EF -1 OR EF -2. THE DAMPER IS TO BE CLOSED WHEN BOTH FANS ARE DISABLED. FLEX CONNECTION UTILITY SET - EA DUCT - SEE PLAN FLANGE SET FAN HOUSING FOR SIZE & TO E.A. BRA'LANNCH CONNECTION CONFIGURATION - SEE I EA DISCHARGE DUCT - SEE PLAN FOR SIZE & MODEL BA ��_ CAR -MON NOSE BALANCER 4 0 x 20 FT. TYPE CONFIGURATION _ CUP FLEX MOTOR & DRIVE HOUSING LOAD PLATE - 12 GA. PLATED STEEL TUBING DROP'. FAN SUPPORT LEG 4"0 x 20 FT. LONG (ttB 4)_ _ _ _ _ _ _ _ _ _ _ _ _ COATED HERGLAS TYPE NU% FLEX SOLATION MEDIUM VIBRATION RAIL 3/3 x2-1/2" WEDGE (TYP- 2) ANCHOR - SIMPSON STRONG -BOLT 2 3/8'0 PLATED NUT & BOLT TUBING SUNG (TYP. 2 EACH HORIZONTAL(TYP- 4 - 9 EA- SUPPORT & VERTICAL MEMBER) LEG) SERIES RS FACTORY SUPPLIED ADAPTER WELDED STEEL PLATFORM CONCRETE WALL -____[." (1/l/2 0-1/2'x3/16" ANGLE IRON) - SIZE AS REO'D FOR FAN NOTES: 1, ALL ITEMS PROVIDED BY CAR -MON PRODUCTS, INC. 2. INSTALL EQUIPMENT PER MANUFACTURER'S PRINTED INSTRUCTIONS. WALL MOUNTED FAN PLATFORM DETAIL NTS SOURCE CAPTURE HOSE DROP WITH BALANCER & ADAPTER LEGEND SUPPLY DUCT UP ® SUPPLY DIFFUSER RETURN DUCT UP ® RETURN GRILLE EXHAUST DUCT UP ® THERMOSTAT SUPPLY DUCT DOWN ® SENSOR RETURN DUCT DOWN NCQ BALANCING DAMPER -!- EXHAUST DUCT DOWN ® POINT OF CONNECTION 8 SUPPLY AIR SA EXHAUSTFAN EF RETURN AIR RA FIRE DAMPER FD EXHAUSTAIR EA BACKDRAFT DAMPER RDD OUTSIDE AIR OSA CEILING SUPPLY DIFFUSER CSD CUBIC FEET PER MIN CFM RETURN GRILLE CEILING RGC CEILING EXHAUST FAN CEF EXHAUST GRILLE CEILING EGC MAKE-UP AIR MUA SIDEWALL SUPPLY GRILLE SEW ON CENTER O.C. SIDEWALL RETURN GRILLE SRO SQUAREFOOT SOFT. SIDEWALL EXHAUST GRILLE FEW CUBIC FOOT CLL FT. TRANSFER GRILLE TO POUNDS LBS. EXISTING (E) MANUAL VOL. DAMPER MVD TYPICAL TYP. CONDENSATE DRAIN CD DIAMETER 0 OVERFLOW DRAIN OD OUTSIDE AIR LOUVER DAL POINT OF CONNECTION POC EXHAUST AIR LOUVER FAL EXISTING EQUIPMENT # AUTOMATIC DAMPER AD TO BE REMOVED NOT IN CONTRACT N.I.G. EA DO CT TO EXHAUST FAN SEE PLANS EA DUCT ON. ALONG WALL - SEE PLANS FOR SIZE 45OPENING AT FLOOR - PROVIDE 1/4" MESH WIRE SCREEN AT INTAKE 1� LOW EXHAUST PICKUP DETAIL LL] C^ %-Y PEW I LU CL1 z LL] LEGEND,NOTES &SCHEDULES wx aY eef L,' 02 Ufi 201] IDYVVNG14Ml,: 24XBfi wNG AS NOTED 1lA Stationary Louver J B€ads Application d Ensign JJ F L tl........t , HER H build 9A„ Des r bl e0 j s.tl P I, B _" m ROKA-,4I EGf AOount About l 1 AMCA LICENSED PERFORMANCE DATA e eb ^y ce,91m, to soYY[ our eo y WfF co Tcsrc" Standard Construction Fremo Than, o ", Ofult. 6063Y, u 000 t tRF-se ele6es Jst,s, nee,Gobeenuoletl W6311 al—Gm. DOB' - nommelsol T-rses, osltlonaJ 117 enn 45 angles cr ano-miemly4ln r,,GE, Cansimc9on INecnpsia ,fastens, Ciel no In x 0051 In. Idi e.penand Alrnimun , es. vGLto Immo. Is do mami (ROF Fn56 111 Minimum Size '2n X1 12el Meelmum Single Faction Size 'DO Sur '20,. Qimile0 to 7j f. soJ Options Fr and .o1a. o" A esue, of di er0 msec, scrams -Ble on son, H antes -xti s'1 - lo-THE -i°nent IG,d SeC" rare ; ,,i one "6 u,of—Gu f Guest weamau`eee •AChas o1 e¢nitecuml Mises *clerfng Clesr anotlae Ilt'sgleicolofeno.A Beeotl NHV 1nt nfe peir I(]<tBr pN `1L (11�) SHS-EDJ401_submittal Mly SCALE. 6" = Vi 20" SO. PANEL 1_ — 12o/,RO .., 3 He --sF l II L JT J 120/240 —Ph LJI 1°/za0 ... s '. IS"x,A-/ - - - EAT IV CID �\ SHOP VENTILATION PLAN 2' _ ° NORTH ■ M1.1 SCALE: 1/4" SCALE: il4" = i' -D" PLAN NOTES (1) INLINE GENERAL EXHAUST FAN MOUNTED AS HIGH AS POSSIBLE ON CONCRETE WALL BELOW (E) 16 FT. CEILING (APPROX. 14 FT A.F.F. - VERIFY) - REFER TO DETAIL I/M2 L COORDINATE LOCATION WITH A) WALL OPENINGS & EQUIPMENT, CONDUIT, ETC. ON WALL., Q2 UTILITY SET TYPE CARBON MONOXIDE SOURCE CAPTURE EXHAUST FAN MOUNTED ON FACTORY SUPPLIED PLATFORM ATTACHED TO CONCRETE WALL BELOW (E) 16 FT_ CEILING (APPROX. 14 FT_ AFF_ - VERIFY) - REFER TO DETAIL 2/M21. COORDINATE LOCATION WITH (E) EQUIPMENT, CONDUIT ETC_ ON WALL 03 12"d EA DUCT OFFSET AND ON ALONG WALL TO 12" (+/-) AFF. W/ M V-0. - BALANCE TO 500 CFM, REFER TO DETAIL 4/MS1. © 4S x 20 FT. "CAR -MON" TYPE ND -FLEX HOSE DROP W/ RS -4 ADAPTER, TUBE SLING, BA BALANCER & FLANGE SET (TYP- 2 LOCATIONS)- ALSO PROVIDE (1) MODEL RYA DUAL EXTENSION CONNECTOR FOR ADAPTION TO DUAL EXHAUST VEHICLES (SHIPPED LOOSE AND CAPABLE OF FIELD INSTALLATION AND REMOVAL AS REQUIRED). 05 RUN EXHAUST DUCT AS HIGH AS POSSIBLE BELOW (E) 16 FT. CEILING © MOTORIZED AUTOMATIC DAMPER SIZED FOR LOUVER W/ 120,, 1 PH ACTUATOR. O EXTERIOR EA LOUVER MOUNTED ON METAL STUD, METAL SHEET PANEL WALL. O EXTERIOR OA LOUVER LOUVER MOUNTED ABOVE (E) ROLL -UP DOOR - COORDINATE LOCATION, MOUNTING, is INSTALLATION W/ ROLL -UP DOOR COMPONENTS (DO NOT CUT (E) STEEL STUDS). Q9 WALL MOUNTED LINE VOLTAGE ON-OFF SWITCH WITH INDICATOR LIGHT FOR FAN AND MOTORIZED DAMPER INTERLOCK -PROVIDED AND INSTALLED BY ELECTRICAL, COORDINATE LOCATION WITH OWNER AND (E) CONDITIONS - REFER TO CONTROL NOTES SHEET MO.1. ® APPROXIMATE LOCATION OF (E) ELECTRICAL PANELS - VERIFY IN FIELD. POWER SOURCE FOR NEW VENTILATION SYSTEMS EQUIPMENT AND APPURTENANCES SHALL BE FROM PANEL "JK'. COORDINATE W/ ELECTRICAL SAEpAy PgN'ESS EOB'D E 09 MB1296PE a �O cora ag9'�'N 10 'J�pOA 4N E dPU as MI62o1obod, t` t` v Is - 0) O F- w U) LL 2 (D F zN— re - /LL^ 00 VJ SHOP VENTILATION PLAN PROOa eY DDI TF 02.06.2017 thouste 4A.1 ORIGINAL PLOT NZE AS NOTED M1.1 j F-1 4x EAT so A J 0 OAT OD PANEL 1_ — 12o/,RO .., 3 He --sF l II L JT J 120/240 —Ph LJI 1°/za0 ... s '. IS"x,A-/ - - - EAT IV CID �\ SHOP VENTILATION PLAN 2' _ ° NORTH ■ M1.1 SCALE: 1/4" SCALE: il4" = i' -D" PLAN NOTES (1) INLINE GENERAL EXHAUST FAN MOUNTED AS HIGH AS POSSIBLE ON CONCRETE WALL BELOW (E) 16 FT. CEILING (APPROX. 14 FT A.F.F. - VERIFY) - REFER TO DETAIL I/M2 L COORDINATE LOCATION WITH A) WALL OPENINGS & EQUIPMENT, CONDUIT, ETC. ON WALL., Q2 UTILITY SET TYPE CARBON MONOXIDE SOURCE CAPTURE EXHAUST FAN MOUNTED ON FACTORY SUPPLIED PLATFORM ATTACHED TO CONCRETE WALL BELOW (E) 16 FT_ CEILING (APPROX. 14 FT_ AFF_ - VERIFY) - REFER TO DETAIL 2/M21. COORDINATE LOCATION WITH (E) EQUIPMENT, CONDUIT ETC_ ON WALL 03 12"d EA DUCT OFFSET AND ON ALONG WALL TO 12" (+/-) AFF. W/ M V-0. - BALANCE TO 500 CFM, REFER TO DETAIL 4/MS1. © 4S x 20 FT. "CAR -MON" TYPE ND -FLEX HOSE DROP W/ RS -4 ADAPTER, TUBE SLING, BA BALANCER & FLANGE SET (TYP- 2 LOCATIONS)- ALSO PROVIDE (1) MODEL RYA DUAL EXTENSION CONNECTOR FOR ADAPTION TO DUAL EXHAUST VEHICLES (SHIPPED LOOSE AND CAPABLE OF FIELD INSTALLATION AND REMOVAL AS REQUIRED). 05 RUN EXHAUST DUCT AS HIGH AS POSSIBLE BELOW (E) 16 FT. CEILING © MOTORIZED AUTOMATIC DAMPER SIZED FOR LOUVER W/ 120,, 1 PH ACTUATOR. O EXTERIOR EA LOUVER MOUNTED ON METAL STUD, METAL SHEET PANEL WALL. O EXTERIOR OA LOUVER LOUVER MOUNTED ABOVE (E) ROLL -UP DOOR - COORDINATE LOCATION, MOUNTING, is INSTALLATION W/ ROLL -UP DOOR COMPONENTS (DO NOT CUT (E) STEEL STUDS). Q9 WALL MOUNTED LINE VOLTAGE ON-OFF SWITCH WITH INDICATOR LIGHT FOR FAN AND MOTORIZED DAMPER INTERLOCK -PROVIDED AND INSTALLED BY ELECTRICAL, COORDINATE LOCATION WITH OWNER AND (E) CONDITIONS - REFER TO CONTROL NOTES SHEET MO.1. ® APPROXIMATE LOCATION OF (E) ELECTRICAL PANELS - VERIFY IN FIELD. POWER SOURCE FOR NEW VENTILATION SYSTEMS EQUIPMENT AND APPURTENANCES SHALL BE FROM PANEL "JK'. COORDINATE W/ ELECTRICAL SAEpAy PgN'ESS EOB'D E 09 MB1296PE a �O cora ag9'�'N 10 'J�pOA 4N E dPU as MI62o1obod, t` t` v Is - 0) O F- w U) LL 2 (D F zN— re - /LL^ 00 VJ SHOP VENTILATION PLAN PROOa eY DDI TF 02.06.2017 thouste 4A.1 ORIGINAL PLOT NZE AS NOTED M1.1