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HomeMy WebLinkAbout04060048 Building Plans (2)Nebraska Notes: Building to be located more than 20 feet from adjacent property line and more than 40 feet from an adjacent building. Buildings on the some property located less than 20 ft. apart shall be classified as one building or shall have fire rated exterior wall per table 5-A. Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air, via HVAC air conditioner air handler w/fresh air intake. Tie downs and components are to be installed per tie down manufacturers installation instructions. This building does not contain adequate restroom facilities. Restrooms should be provided on site subject to the local authority having jurisdiction. REFER TO THE GENERAL and/or IBC DETAIL REFERENCE MANUAL X -SECTION IV -F--7,14 FLOOR V -A-2,3,5,6 FRAME V -B -1,C -1,2,1,8,1,D-2,3,6,8,9,13,15 WALLS VI -B- 1, 2,3,4,4.1,5,1,6,C-1,3 ROOF VII -A-1,2,4,6,7,11,12,13,14,16,18,21.1,#966,926 PLUMBING VIII -B-26 MECHANICAL IX -C-1,4,1,5,1,7 ELECTRICAL X -D-1,2,3,4,5,6,9,10 FOUNDATION XIII -B-2,4,10,11, SEE BLOCKING PLAN DATA PLATE NOTES: D ES I G N C R ITE R IA The below note(s) to be placed on the data plate MODEL: F-2460accordance This building does not contain adequate restroom ACTUAL BUILDING SIZE: 23'-6" X 56'-0" facilities. Restrooms should be provided on site BUILDING SQUARE FOOTAGE: 1316 subject to the local authority having jurisdiction. OCCUPANT LOAD: 13 (TN,KS & NE) General Notes: * This building is limited to Roof Live Load The job specifications su ercede the detail specifications areas of 30 PSF or less. I P P where there is a conflict. Exit doors to remain openable during business hours from the inside without the use of a key or any special knowledge. All single occupant toilet rooms are to have privacy latchsets. g p P Y A 1/2"x 2-1/2" shim, corresponding with the finish material thickness, between top and bottom plate bearing surface in lieu of compressable materials, e.g. gypsum or carpet. (Load bearing walls only). INDEX OF INFORMATION BASIC WIND SPEED; MPH: Dwg/Pg S1 Description COVER Dwg. Date 2/3/04 Last Rev. Date 4/19/04 S2 SPECS/BLOCKING PLAN 2/3/04 4/19/04 AEH1 ARCH/ELEC/HVAC 2/3/04 4/19/04 A2 ELEVATIONS/ CROSS SECTION 2/3/04 4/19/04 DP1 DETAILS/PLUMBING 2/3/04 FLOOR LIVE LOAD; PSF: 1991 UNIFORM MECHANICAL CODE SEISMIC DESIGN 1991 UNIFORM PLUMBING CODE IMPORTANCE FACTOR: 1993 CABO MODEL ENERGY CODE * * * * * * * F:R I-< .o. N ;EE; A S USE GROUP: I SITE CLASS: * * * * * * * * INTERNATIONAL MECHANICAL CODE BASE SHEAR; (V): 0.18W 2000 LOCATION OF INFORMATION LABELS: Data Plate & Insignia are on wall Total Number Of Sheets In Each Set: 5 Electrical Panel. ISI E B F:R -dch-.:ES I-< A CONSTRUCTION TYPE: VB CODE CRITERIA VI UNPROTECTED UNSPRINKLERED CONSTRUCTION TYPE: V -N UNPROTECTED OCCUPANT GROUP: B BUILDING LOCATION: ANYTOWN ,NE HEIGHT ABOVE GRADE: 15'-0" MAXIMUM DESIGN LOADS OCCUPANT GROUP: ROOF LIVE LOAD; PSF: 30 ROOF DEAD LOAD; PSF: 7 FLOOR LIVE LOAD; PSF: 50 Nebraska Notes: Building to be located more than 20 feet from adjacent property line and more than 40 feet from an adjacent building. Buildings on the some property located less than 20 ft. apart shall be classified as one building or shall have fire rated exterior wall per table 5-A. Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air, via HVAC air conditioner air handler w/fresh air intake. Tie downs and components are to be installed per tie down manufacturers installation instructions. This building does not contain adequate restroom facilities. Restrooms should be provided on site subject to the local authority having jurisdiction. REFER TO THE GENERAL and/or IBC DETAIL REFERENCE MANUAL X -SECTION IV -F--7,14 FLOOR V -A-2,3,5,6 FRAME V -B -1,C -1,2,1,8,1,D-2,3,6,8,9,13,15 WALLS VI -B- 1, 2,3,4,4.1,5,1,6,C-1,3 ROOF VII -A-1,2,4,6,7,11,12,13,14,16,18,21.1,#966,926 PLUMBING VIII -B-26 MECHANICAL IX -C-1,4,1,5,1,7 ELECTRICAL X -D-1,2,3,4,5,6,9,10 FOUNDATION XIII -B-2,4,10,11, SEE BLOCKING PLAN DATA PLATE NOTES: D ES I G N C R ITE R IA The below note(s) to be placed on the data plate MODEL: F-2460accordance This building does not contain adequate restroom ACTUAL BUILDING SIZE: 23'-6" X 56'-0" facilities. Restrooms should be provided on site BUILDING SQUARE FOOTAGE: 1316 subject to the local authority having jurisdiction. OCCUPANT LOAD: 13 (TN,KS & NE) General Notes: * This building is limited to Roof Live Load The job specifications su ercede the detail specifications areas of 30 PSF or less. I P P where there is a conflict. Exit doors to remain openable during business hours from the inside without the use of a key or any special knowledge. All single occupant toilet rooms are to have privacy latchsets. g p P Y A 1/2"x 2-1/2" shim, corresponding with the finish material thickness, between top and bottom plate bearing surface in lieu of compressable materials, e.g. gypsum or carpet. (Load bearing walls only). SEISMIC ZONE: BASIC WIND SPEED; MPH: 2A BASIC WIND SPEED; MPH: 1.00 80 IMPORTANCE FACTOR: CONSTRUCTION TYPE: 1.00 EXPOSURE: B C ANYTOWN ,MO HEIGHT ABOVE GRADE: 15'-0" MAXIMUM D E S I G N L_ (=)A,, D S 2002 NATIONAL ELECTRICAL CODE 30 1997 UNIFORM BUILDING CODE FLOOR LIVE LOAD; PSF: 1991 UNIFORM MECHANICAL CODE SEISMIC DESIGN 1991 UNIFORM PLUMBING CODE IMPORTANCE FACTOR: 1993 CABO MODEL ENERGY CODE C SEISMIC DESIGN, CATAGORY E ADA ACCESSIBILITY CODE I-< E ISI T U C I-< Y 1994 NFPA 101 RESPONSE COEFFICIENTS; (AV) Aa Nebraska Notes: Building to be located more than 20 feet from adjacent property line and more than 40 feet from an adjacent building. Buildings on the some property located less than 20 ft. apart shall be classified as one building or shall have fire rated exterior wall per table 5-A. Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air, via HVAC air conditioner air handler w/fresh air intake. Tie downs and components are to be installed per tie down manufacturers installation instructions. This building does not contain adequate restroom facilities. Restrooms should be provided on site subject to the local authority having jurisdiction. REFER TO THE GENERAL and/or IBC DETAIL REFERENCE MANUAL X -SECTION IV -F--7,14 FLOOR V -A-2,3,5,6 FRAME V -B -1,C -1,2,1,8,1,D-2,3,6,8,9,13,15 WALLS VI -B- 1, 2,3,4,4.1,5,1,6,C-1,3 ROOF VII -A-1,2,4,6,7,11,12,13,14,16,18,21.1,#966,926 PLUMBING VIII -B-26 MECHANICAL IX -C-1,4,1,5,1,7 ELECTRICAL X -D-1,2,3,4,5,6,9,10 FOUNDATION XIII -B-2,4,10,11, SEE BLOCKING PLAN DATA PLATE NOTES: D ES I G N C R ITE R IA The below note(s) to be placed on the data plate MODEL: F-2460accordance This building does not contain adequate restroom ACTUAL BUILDING SIZE: 23'-6" X 56'-0" facilities. Restrooms should be provided on site BUILDING SQUARE FOOTAGE: 1316 subject to the local authority having jurisdiction. OCCUPANT LOAD: 13 (TN,KS & NE) General Notes: * This building is limited to Roof Live Load The job specifications su ercede the detail specifications areas of 30 PSF or less. I P P where there is a conflict. Exit doors to remain openable during business hours from the inside without the use of a key or any special knowledge. All single occupant toilet rooms are to have privacy latchsets. g p P Y A 1/2"x 2-1/2" shim, corresponding with the finish material thickness, between top and bottom plate bearing surface in lieu of compressable materials, e.g. gypsum or carpet. (Load bearing walls only). Site contractor is responsible for supplying and/or Ins.} alling the following items In with the above applicable codes: Main Distribution Panel Exit Discharge Lighting Accessible Access to Building Crawl Space Ventilation (1 square foot per 150 sq. ft. of building area.) Crawl Space Access Diagonal Frame Tie Downs and Anchors Drinking Facilities Supply and Waste Lines below and/or outside Building Roof Vents, Stacks and Caps Above Building BASIC WIND SPEED; MPH: 70 IMPORTANCE FACTOR: 1.00 EXPOSURE: CODE C R I T E� R I A CONSTRUCTION TYPE: VB OCCUPANT GROUP: B BUILDING LOCATION: ANYTOWN ,MO HEIGHT ABOVE GRADE: 15'-0" MAXIMUM D E S I G N L_ (=)A,, D S C ROOF LIVE LOAD; PSF: 30 ROOF DEAD LOAD; PSF: 10 FLOOR LIVE LOAD; PSF: 50 0.23 0.186 SEISMIC DESIGN BASIC WIND SPEED; MPH: 90 IMPORTANCE FACTOR: 1.00 EXPOSURE: C SEISMIC DESIGN, CATAGORY E RESPONSE COEFFICIENTS; (Ca) I-< E ISI T U C I-< Y T E N ISI E S S E E O K H O P, -,/I RESPONSE COEFFICIENTS; (AV) Aa F:R I-< .o. N ;EE; A S USE GROUP: I SITE CLASS: C O D E C R ITE R IA C O D E C R ITE R IA CODE/DESIGN CRITERIA CODE/DESIGN CRITERIA - C O D E C R I`VE R IA RESPONSE COEFFICIENTS; (SDS) 0.52 INTERNATIONAL MECHANICAL CODE BASE SHEAR; (V): 0.18W 2000 INTERNATIONAL BUILDING CODE BASE SHEAR; (V): CONSTRUCTION TYPE: VB CONSTRUCTION TYPE: VI UNPROTECTED UNSPRINKLERED CONSTRUCTION TYPE: V -N UNPROTECTED CONSTRUCTION TYPE: V -N CONSTRUCTION TYPE: W VB (Sod) 0.27 OCCUPANT GROUP: B OCCUPANT GROUP: B OCCUPANT GROUP: B SITE CLASS: D BUILDING LOCATION: ANYTOWN ,KY OCCUPANT GROUP: B BUILDING LOCATION: ANYTOWN ,OK BUILDING LOCATION: ANYTOWN ,KS OCCUPANT GROUP: B WOOD FRAME: STANDARD BUILDING CODE HEIGHT ABOVE GRADE: 15'-0" MAXIMUM BUILDING LOCATION: ANYTOWN ,TN HEIGHT ABOVE GRADE: 15'-0" MAXIMUM HEIGHT ABOVE GRADE: 15'-0" MAXIMUM BUILDING LOCATION: ADA w/KENTUCKY AMENDMENTS ANYTOWN ,AR BASE SHEAR; (V): 0. 1 04W D E S I G N L_ (D R D S HEIGHT ABOVE GRADE: 15'-0" MAXIMUM D E S I G N L O A D S D E S I G N L_ O R D S HEIGHT ABOVE GRADE: 15'-0" MAXIMUM C 0 �- D E S I G N L O A D S D E S I G N L O R D S 1999 NATIONAL ELECTRICAL CODE ROOF LIVE LOAD; PSF: 30 ROOF LIVE LOAD; PSF: 30 ROOF LIVE LOAD; PSF: 30 ROOF DEAD LOAD; PSF: 10 ROOF LIVE LOAD; PSF: 30 ROOF DEAD LOAD; PSF: 7 ROOF DEAD LOAD; PSF: 10 ROOF LIVE LOAD; PSF: 30 2000 INTERNATIONAL BUILDING CODE FLOOR LIVE LOAD; PSF: 50 ROOF DEAD LOAD; PSF: 10 FLOOR LIVE LOAD; PSF: 50 FLOOR LIVE LOAD; PSF: 50 ROOF DEAD LOAD; PSF: 10 2000 INTERNATIONAL MECHANICAL CODE 2000 INTERNATIONAL PLUMBING CODE FLOOR LIVE LOAD; PSF: 50 FLOOR LIVE LOAD; PSF: 50 2000 INTERNATIONAL CONS. ENERGY CODE BASIC WIND SPEED; MPH: 90 SEISMIC VELOCITY COEFFICIENT (AV): .15 SEISMIC ZONE: 2A IMPORTANCE FACTOR: 1.00 SEISMIC VELOCITY COEFFICIENT (AV): .30 BASIC WIND SPEED; MPH: 80 SEISMIC VELOCITY COEFFICIENT (AV): .25 ADA EXPOSURE: C BASIC WIND SPEED; MPH: 80 IMPORTANCE FACTOR: 1.10 DATA PLATE NOTES: The below note(s) to be placed on the data plate Kentucky Notes: Building to SEISMIC DESIGN BASIC WIND SPEED; MPH: 70 IMPORTANCE FACTOR: 1.00 EXPOSURE: the some property located less C BASIC WIND SPEED; MPH: 70 outside air via HVAC air handler w/fresh USE GROUP: I IMPORTANCE FACTOR: 1.00 EXPOSURE: C SEISMIC DESIGN on site IMPORTANCE FACTOR: 1.00 RESPONSE COEFFICIENTS; (S DS) (SDI 0.23 0.186 SEISMIC DESIGN 2. Aa=0.2 ZONE: 2A EXPOSURE: C EXPOSURE GROUP: C RESPONSE COEFFICIENTS; (Ca) 0.3 C 0 Mate Beam RESPONSE COEFFICIENTS; (AV) Aa 0.2 0 2 1999 NATIONAL ELECTRICAL CODE 7. R-6 1 /2, C(-4 R=6 1 SITE CLASS: D 1999 BOCA BUILDING CODE WOOD FRAME: 2002 NATIONAL ELECTRICAL CDDE WOOD FRAME: 2000 INTERNATIONAL MECHANICAL CODE BASE SHEAR; (V): 0.18W 2000 INTERNATIONAL BUILDING CODE BASE SHEAR; (V): 0.046W WOOD FRAME: 2000 INTERNATIONAL PLUMBING CODE C 1997 STANDARD MECHANICAL CuDE C� c- BASE SHEAR; (V : W 1993 CABO MODEL ENERGY CODE 1997 STANDARD PLUMBING CGDE C C7 C> ADA ACCESSIBILITY CODE 1999 NATIONAL ELECTRICAL CODE 1992 MODEL ENERGY CODE 2002 NATIONAL ELECTRICAL CODE 1997 UNIFORM BUILDING CODE 1997 UNIFORM MECHANICAL CODE Oklahoma Notes: 1997 UNIFORM PLUM CODE I ADA ACCESSIBILITY CODE Building to be located more than 10 feet Kansas Notes: from adjacent property line and more than 20 feet from an adjacent building. Building to be located more than 20 feet Buildings on the same property located less from adjacent property line and more than 0 f f t b 'Id' 1992 CABO/ANSI A117.1 ADA Arkansas Notes: Building to be located more than 10 feet from adjacent property line anc more than 20 feet from an adjacent building. 2002 KENTUCKY BUILDING CODE 1999 NATIONAL ELECTRICAL CODE 2000 INTERNATIONAL ENERGY CONSV. CODE 1999 STANDARD BUILDING CODE 2000 INTERNATIONAL MECHANICAL CODE 1997 STANDARD MECHANICAL CODE 2000 KENTUCKY STATE PLUMBING CODE 1997 STANDARD PLUMBING CODE ADA w/KENTUCKY AMENDMENTS 1992 MODEL ENERGY CODE DATA PLATE NOTES: The below note(s) to be placed on the data plate 1992 CABG/ANSI A117.1 ACCESSIBILITY DATA PLATE NOTES: The below note(s) to be placed on the data plate Kentucky Notes: Building to be located only outside the fire zone with a fire separation of more than 10 ft.. wall Buildings on the some property located less than 20 ft. apart shall be classified as one building. outside air via HVAC air handler w/fresh Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air, via HVAC air conditioner air handier w/fresh air intake. Site contractor is responsible for supplying and/or installing the following items In accordance with the above applicable codes: L Fire extinguisher(s). This building does not contain adequate restroom facilities. Restrooms should be provided on site subject to the local authority having jurisdiction. Tennessee Notes: Building to be located with a fire seperotion of more than 3 feet and more than 6 feet from an adjacent building with opening protection per Table 600. Buildings on the some property located less than 6 ft. apart shall be classified as one building or shall have fire rated exterior walls per Table 600. than 30 ft. apart shall be classIfied as one building. Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air, via HVAC air conditioner air handler w/fresh air intake. Tie downs and components are to be installed per tie down manufacturers installation instructions. 4 eet Will an adjacen ung. Buildings on the some property located less than 20 ft. apart shall be classified as one building or shall have fire rated exterior wall per table 5-A. Roof Truss/Rafters Mechanically operated ventilation system to provide minimum of 20 CFM per occupant outside air via HVAC air handler w/fresh outside air, via HVAC air conditioner air specifications &/or drawings. handler w/fresh air intake. This building does not contain adequate restroom facilities. Restrooms should be provided on site subject to the local authority having jurisdiction. Roof sheathing(sq.edge) Buildings on the some property located less than 20 ft. apart shall be classified as one building or shall have fire rate(i exterior walls per table 602. Mechanically operated ventilation system to provide minimum of 20 CFM peg occupant outside air, via HVAC air conditioner air handler w/fresh air intake. Site contractor is responsi)le for supplying and/or installing the follov�ing items in accordance with the above applicable codes: Material F.S. Rating Fire extinguisher(s). Gypsum Class I(0-25) Lumber species and grades are as listed below unless other wise noted on the specifications &/or drawings, USE SPECIES GRADE Top & bottom plates S -P -F #3 Tennessee Notes: (CONTINUED) studs S -P -F Stud Floor Joist: S -P -F #2 Mechanically Operated ventilation system to Roof Truss/Rafters S -P -F #2 provide minimum of 20 CFM per occupant Plywood sheathing &/or decking to be as specified below unless outside air via HVAC air handler w/fresh other wise noted on the specifications &/or drawings. air intake. USE SPAN RATING Earthquake Design Data Per SBC Roof sheathing(sq.edge) 1. Av=0.2 1/2' & 7/16' 24/16 2. Aa=0.2 Siding 3. Group I Exp(sure Group 4. Group C Exp)sure Group 7/16' LP -SMART PANEL PS 1-83 rated, ext„16 o.c, 5. S=2.0 Mate Beam 6. Bearing Wall System w/ Light Framed Walls 7. R-6 1 /2, C(-4 R=6 1 23/32' 5 -ply, 5 -layer, plywood 48/24 index group 1 8. V=C micro=lam/gang lam, LVL, 2800-1,8 o/e grade Missouri Notes: This building is to be located with a fire separation of more than 10 feet, (more than 20 feet. from an adjacent building). Buildings on the some property located less than 20 ft. apart shall be classified as one building. Mechanical ventilation provided via HVAC unit w/fresh air intake to provide 20 CFM per occupant. Site contractor is responsible for supplying and/or installing the following items in accordance with the above applicable codes: 6/01/2004 Fire extinguisher(s). C DFIELD INSTALLE ® STATE OF TENNESSEE 4/19/04 IW REV DESCRIPTION DATE BY MARK LINE INDUSTRIES INC.© 51687 C.R. 133. BRISTOL, IN, 46507 © 2002 MARK LINE INDUSTRIES MODEL= F-2460 I PLANT= BRISTOL PAC VAN JOB NAMEI OFFICE DATE= 2/3/04 APPROVE SCALE= AS NOTED DRN. BYI IW BY, FILE NAME= QUOTE NO,: DWG. Si SERIAL N0,132501-02 NO.1 r I FAM e LI SPECIFICATIONS FRAMES: QTY: CROSSMEMBER/OUTRIGGER: .......... 12" I -BEAM w/XMBRS 0 48" O.C. HITCH TYPE: .................................. DETACHABLE 310x618: ....................................... AXLE: ............................................. TRIPLE w/BRAKE ON (2) 1 NOTE: .............................................. AXLES TO BE UNDERSLUNG CLEAR STOREFRONT w/CLOSER, MILL FRAME & LOCK TIRES: ................................... 114 PLY CLOSER:. .OVERHEAD, MISC: FRAME TIE DOWN STRAPS BY OTHERS FLOORS: LOCKSET:........................................ BOTTOM BOARD: ........................... ROLL TYPE ao INSULATION: .................................... R-19 FIBERGLASS, UNFACED DOORS KEYED ALIKE FLOOR JOISTS: ................................ 2x6, 16" OC, (TRANSVERSE) MISC.:................ ... DECKING: ......................................... SINGLE LAYER, 5/8" NOMINAL, PLYWOOD INTERIOR DOORS: COVERING: ....................................... 1/8" VINYL COMPOSITION TILE, COLOR: SESAME V824 QTY: ® TOILET ROOM COVERING: ....................................... 20 OZ. LEVEL LOOP CARPET 310x618: ......................................... COLOR: UMBER 2 NOTE: .............................................. FLOOR COVERING REQUIRES ONSITE SEAMING BY OTHERS 15 LITE KIT w/SAFETY GLASS @ OFFICES NOTE: .............................................. FLOOR DECKING HELD BACK 2 1/4" AT MATE LINE - SITE FINISH EXTERIOR WALLS: PREFINISHED, BIFOLD, HOLLOW CORE - SHIP LOOSE FRAMING: .......................................... 2x4, 16" O.C. WALL HEIGHT:...................................8'-0" 1 TOP PLATE: ...................................... DOUBLE 2x4 PRIVACY SET, LEVER TYPE, COMMERCIAL GRADE ® TOILET BOTTOM PLATE: ............................... SINGLE 2x4 WINDOWS WALL COVERING: ............................... 112" VINYL GYPSUM Q TY: COLOR: LOOMA BEIGE NOTE.: .............................................. SOME WALL COVERING SHIPPED LOOSE, SEE SHEET "AEH 1 " 24"x53": ........................................ MISC.: . .................. . ....... . ..... . ............. SIMPLEX BARRICADE BUILDING WRAP 11 INSULATION: ..................................... R-11 FIBERGLASS, UNFACED WINDOW TO BE D.I.G. SIDING: ............................................. 5/8" T1-11 w/GROOVES 0 4" O.C. MINI BLINDS: ................................... SIDING COLOR., MONTERAY GRAY TRIM AND CORNER TRIM COLOR: COCO TRIM: ................................................ WOOD - WINDOWS, 1x4 ROUGH SAWN Q` TRIM: ................................................ WOOD - BOTTOM, 1x6 ROUGH SAWN MAIN FRAME BEAM (TYP)11 TRIM: ................................................ WOOD - CORNER, 1x4 ROUGH SAWN VOLT, SINGLE PHASE, 3 WIRE, 60 HZ. w/GROUND TRIM: ................................................ WOOD - DOOR, 1x4 ROUGH SAWN LOAD CENTER: .................................. EN TR Y: ....................... . . ..... . ..... . ........ RECESSED FOR SINGLE DOOR & WINDOW INTERIOR WALLS: QTY. FLOOR & SEPARATE GROUND 5,4 / 5.4 5,4 FRAMING: ......................................... 2x4, 16" O.C. MINIMUM 114 AWG NON-METALIC SHEATH COPPER (ROMEX) WALL HEIGHT: .............. 8'-0" LIGH T: ............ .............................. . .... TOP PLATE: ..................................... DOUBLE 2x4 2 BOTTOM PLATE: ............................... SINGLE 2x4 EXTERIOR, VANDAL RESISTANT, WALL MOUNTED, WEATHERPROOF WALL COVERING: .............................. 1/2" VINYL GYPSUM S WI TCH:.............................................15 COLOR: LOOMA BEIGE 1 NOTE.: ........... ......... . ......................... WALL COVERING SHIPPED LOOSE, SEE SHEET 'AEH 1 " LOCKOUT DEVICE FOR WATER HEATER CIRCUIT BREAKER TRIM PACKAGE: .............................STANDARD RECEP T: .............................................15 NOTE.: ............................................ TP @ SHIP LOOSE WALL COVERING, SHIPPED LOOSE AND INSTALLED 2 SITE BY OTHERS AMP, 120 VOLT, DUPLEX, GFCI TYPE VINYL COVE BASE: .......................... 6 INCH, COLOR: GRAY RECEPT:.............................................15 NOTE: ............................................... VINYL COVE BASE TO BE IN TOILETS ONLY ROOF. QTY: TRUSS: ........ TAPERED 30# LL 16" O.C. 1 TRUSS CRI TERIA :.............................21 " HEEL x 24" RIDGE x 136 1/2" LONG AMP, 120 VOLT, DUPLEX, GFCI, EXTERIOR, WP EAM:.................................... 2 LAYER 3/4" NOMINAL PLYWD, 24" HIGH w/(2) 6" FLANGES @ TOP & BTM MATE BEAM: .................................... MISC: ............................................. INSULA TION: ..................................... R-19 FIBERGLASS, UNFACED 2 SHEATHING: ..................................... 1/2" NOMINAL MINIMUM, PLYWOOD OR 9/16" OSB SELF LUMINOUS EXIT SIGNS MISC: ................................... I ...... I ....114' DENS DECK OVER ROOF SHEATHING PLUMBING: EILING:........................................... 1/2" MVR PREFINISHED GYPSUM CEILING: ........................................... Q TY: ROOFING: .......... ..... . ...... . ...................045" EPDM, FULLY ADHERED, COLOR: BLACK MATE LINE: ...................................... . 045" EPDM, FULLY ADHERED, COLOR: BLACK WATER CLOSET: ............................... MANSARD: ....................................... 16" HIGH, T1-11, FLAT 1 w/1 112" OVERHANG ® SIDE WALLS & 24" OVERHANG ® END WALLS HUNG, VITREOUS CHINA, 22"x18", HANDICAP w/SINGLE LEVER FAUCET MANSARD FOLLOWS CONTOUR OF ROOF LINE. SINK: ................................................ MANSARD COLOR: MONTERAY GRAY 1 MANSARD TRIM COLOR: COCO 2 MISC.: ......................... POWER ATTIC VENTILATOR w/HUMIDISTAT, UNDER SAVE 4 MISC,: ............................................... UNDER EAVE VENT, 16"x8" w/SCREEN ..........................2-3/4" X 13" X 12'-0" LONG PLYWOOD BEAM FROM 22'-0" TO 34'-0" COPPER, HARD TYPE "L" OVER RECESSED ENTRY C EXTERIOR DOORS: QTY: - 1 310x618: ....................................... COMMERCIAL STEEL w/EXTRUDED ALUMINUM JAMB & 10" x 10" LITE 1 3/0x7/0: CLEAR STOREFRONT w/CLOSER, MILL FRAME & LOCK CLOSER:. .OVERHEAD, HYDRAULIC 1 LOCKSET:........................................ KEYED LEVER TYPE w/DEADBOLT FOR STEEL DOORS ao MISC.: ............................................. DOORS KEYED ALIKE 1 MISC.:................ ... LATCH PROTECTOR INTERIOR DOORS: cu QTY: 4 310x618: ......................................... PREFINISHED, HOLLOW CORE w/PREFINISHED JAMB 2 LI TE: ................................................. 15 LITE KIT w/SAFETY GLASS @ OFFICES 1 4/Ox6/8:......................................... PREFINISHED, BIFOLD, HOLLOW CORE - SHIP LOOSE 3 PASSAGE SET, LEVER TYPE 1 PRIVACY SET, LEVER TYPE, COMMERCIAL GRADE ® TOILET WINDOWS ---------- Q TY: 11 24"x53": ........................................ VERTICAL SLIDER, CLEAR GLASS & MILL FINISH 11 NOTE: ............................................. WINDOW TO BE D.I.G. 11 MINI BLINDS: ................................... SURFACE MOUNTED, COLOR: TO MATCH WALL COVERING ELECTRICAL: QTY: Q` i MAIN FRAME BEAM (TYP)11 SERVICE:............................................120/240 VOLT, SINGLE PHASE, 3 WIRE, 60 HZ. w/GROUND 2 LOAD CENTER: .................................. 125 AMP w/MAIN, SINGLE PHASE w/ 1 1/2" ELECTRICAL PVC THRU cu FLOOR & SEPARATE GROUND 5,4 / 5.4 5,4 RACEWAY :......................................... MINIMUM 114 AWG NON-METALIC SHEATH COPPER (ROMEX) 18 LIGH T: ............ .............................. . .... DIFFUSED, SURFACE MOUNTED, 4', 2 TUBE, FLUORESCENT 2 LIGH T: ............................................... EXTERIOR, VANDAL RESISTANT, WALL MOUNTED, WEATHERPROOF 9 S WI TCH:.............................................15 AMP, 120 VOLT, SILENT TOGGLE TYPE 1 MISC: ............................................. LOCKOUT DEVICE FOR WATER HEATER CIRCUIT BREAKER 24 RECEP T: .............................................15 AMP, 120 VOLT, DUPLEX, GROUNDING TYPE 2 RECEP T: .............................................15 AMP, 120 VOLT, DUPLEX, GFCI TYPE 1 RECEPT:.............................................15 AMP, 120 VOLT, DUPLEX, GFCI, HEAT TAPE 1 RECEP T :..... . ............. . .........................15 AMP, 120 VOLT, DUPLEX, RECESSED IN FLOOR 1 RECEP T : . ............................ . ...............15 AMP, 120 VOLT, DUPLEX, GFCI, EXTERIOR, WP 11 MISC: ............................................. SINGLE GANG ACCESS BOX w/1/2" EMT CONDUIT THRU FLOOR 2 MISC: ............................................. SELF LUMINOUS EXIT SIGNS __ _______ 12.9 ---------MATE LINE-----------12.9---------- PLUMBING: Q TY: 1 WATER CLOSET: ............................... ELONGATED BOWL, TANK TYPE, HANDICAP, LOW FLOW 1 LAVATORY........................................WALL HUNG, VITREOUS CHINA, 22"x18", HANDICAP w/SINGLE LEVER FAUCET 1 SINK: ................................................ 15"x15", STAINLESS STEEL, SINGLE BOWL w/GOOSENECK FAUCET 1 WATER HEATER: .............................. 6 GALLON, 120 V. ELECTRIC w/T&P VALVE 1 MISC.:................................. .............. WATTS TEMPERING VALVE (ASSE 1016) SUPPLY LINES: ................................ COPPER, HARD TYPE "L" SUPPLY LINES: ................................ CONCEALED WITHIN THE STRUCTURE 5,4 5,4 5,4 WASTE LINES: .................................. ABS OR PVC SCHEDULE 40, BOCA/UBC WASTE LINES: .................................. CONCEALED WITHIN THE STRUCTURE 1 ACCESSORIES: ................................. T -P HOLDER 1 ACCESSORIES:..... ......... MIRROR, 18"x24" 1 ACCESSORIES: ................................. GRAB BARS, SET, STAINLESS STEEL, (1)36", (1)42 NOTE: ............................................... ALL PLUMBING BELOW FLOOR PROVIDED BY OTHERS, E�---------- ]--------- HVAC: Q TY: 2 HEA T/COOL:..................................... WALL HUNG, 3 TON COOLING w/15 KW HEAT 2 MISC.: ............................................... DUCT SMOKE DETECTOR FOR AUTOMATIC HVAC SHUTDOWN AA DUCTWORK: ...................................... 16'x8", FIBERGLASS, CEILING SUPPLY 1 SUPPLY AIR DIFFUSER: ................... 8"x 8" IN CEILING WITH ADJUSTABLE DAMPER 8 SUPPLY AIR DIFFUSER: ................... 12"x 12" IN CEILING WITH ADJUSTABLE DAMPER 6 RETURN AIR GRILLE: ........................ 14'X14" THRU WALL 2 RETURN AIR GRILLE: ........................ 30"x16" THRU WALL ® UNIT 1 EXHAUST FAN: ................................. 100 CFM STANDARD CEILING FAN RETURN AIR: .................................... GYPSUM LINED RETURN AIR PLENUM 2 MISC.:............................................... THERMOSTAT, A/C FURNITURE: Notes: QTY: 1 COUN TER TOP: .................................. HIGH PRESSURE ALMOND LAMINATE, 25" DEEP w/4" BACKSPLASH x 62" LON COLOR: WISCONSIN OAK 1 BASE CABINET: ............................... TWO DRAWER, B24, DOUBLE DOOR 1 SINK BASE CABINET :...................... DOUBLE DOOR, SB36 CODES. INDIANA MOBILE SEAL MU -257240 ARKANSAS COMPLIANT MISSOURI APPROVAL KANSAS COMPLIANT NEBRASKA COMPLIANT conditions shall be performed by a registered engineer or architect. MICHIGAN APPROVAL & SEAL KENTUCKY IBC APPROVAL OKLAHOMA COMPLIANT TENNESSEE APPROVAL: MLII-4 THIRD PARTY INSPECTION & SEAL APPROX. SHIPPING HEIGHT: 13'-9" W/ROOF CAPS INSTALLED APPROX. SHIPPING WEIGHT: 22,400# 3) I -BEAM FRAME MEMBER or FLOOR RIM JOIS TREATED 2x8 WOOD PLATE 8' LONG MIN, a Z ''°� •• JH w v, , : • , , TRE TED 2x8 WOOD PLATE 8' LONG 4'x8'x16' SOLID +i CONCRETE CAP 0D PIER BLOCKS ARE HOLLOW LOAD BEARING GRADE CONCRETE BLOCKS G DE WITH OPEN CELLS RUNNING VERTICAL ❑R w S❑LID (8'x8'x16'), aJ � •a ! J F- W C � a NOTES: HOLLOW OR S❑LID CONCRETE BLOCK SHALL BE GRADE N NORMAL WEIGHT CONFORMING TO STANDARD SPECIFICATIONS FOR LOAD BEARING CONCRETE MASONRY UNITS ASTM C90 -92A ALLOWABLE LOAD ON SINGLE STACK OF HOLLOW BLOCK 9600 POUNDS. USE DOUBLE STACK OF HOLLOW BLOCK OR SINGLE STACK OF SOLID BLOCK FOR PIER LOADS BETWEEN 9600 POUNDS AND 19,200 POUNDS. MASONRY UNIT PIERS IN ACCORDANCE WITH LOCAL AUTHORITIES. MAXIMUM HEIGHT OF A SINGLE STACK OF BLOCK ABOVE GRADE IS 40'. MAXIMUM HEIGHT OF A DOUBLE STACK OF BLOCK ABOVE GRADE IS 80'. PIERS MORE THAN 80' MUST BE DESIGNED BY A QUALIFIED ENGINEER, PIER DETAILS SCALES NTS 06/01/2004 E � CFIELD EINSTALLED ITEMS r a a N 56'-0" - - - - - - 52'-0" s A'; ao 2'-0" 13'-0" 13'-0" 13'-0' 13'-0" 2'-0' cu r— --- ---------------------------------------------------- --� ---------- --------------------------- 5.7 8.7 8.7 8.7 5.7 M �' Q` i MAIN FRAME BEAM (TYP)11 cu i 5,1 5,4 / 5.4 5,4 5.2 --------- _ — [j- -------------]--------- i IKU Oa i 11'-11 31 -1 13'-0" i .o __ i --------- __ _______ 12.9 ---------MATE LINE-----------12.9---------- c� in (U -vcti o� 5.1 5,4 5,4 5,4 5.2 CU 5.7 87 8.7 8,7 ----------- 5.7 r' ----------[ E�---------- ]--------- j-� 1— — ` L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BUILDING PERIMETER (TYP) — — 1 , BLOCKING POINTS PLAN Scale= 1/8'=1'-0' Notes: 1) FAILURE TO SUPPORT THE BUILDING AT EVERY BLOCKING POINT SHOWN MAY CAUSE STRUCTURAL FAILURE. 2) Mar,< Line Industries assumes no responsibility for foundation design and construction, Foundation design as required to satisfy site conditions shall be performed by a registered engineer or architect. Shaded piers require additional blocking to base of floor joists, Piers in axle area may cause removal of spring hangers on I -beams. 3) ®Denotes frame tie down locations. Tie downs to be within 2' of a pier. 4) Tie downs and components rated @ 3150# min, furnished and installed 5) by site contractor, The site contractor is to verify the proper mating line growth dimension(s) based on actual site conditions and requirements. 6) Masonry unit piers in accordance with local authority. A(loN 1/2' per mating line for mate -up growth, 7) Overall module & building dimensions are measured to outside Face of 8) wall Framing, Width of projections & thickness of sheathing and 9) siding are not included in these dimensions, 10) Loans are in 1000 (bs„ 11) Tie downs shown for areas with 02 sec, spectral respnse acceleration of 607 or less. For locations near St. Lewis with a 0.2 sec, spectral response acceleration of up to 3007, ( 8 ) tie downs are required in each direction, I -BEAM FRAME MEMBER or FLOOR RIM JOIS TREATED 2x8 WOOD PLATE 8' LONG MIN, a Z ''°� •• JH w v, , : • , , TRE TED 2x8 WOOD PLATE 8' LONG 4'x8'x16' SOLID +i CONCRETE CAP 0D PIER BLOCKS ARE HOLLOW LOAD BEARING GRADE CONCRETE BLOCKS G DE WITH OPEN CELLS RUNNING VERTICAL ❑R w S❑LID (8'x8'x16'), aJ � •a ! J F- W C � a NOTES: HOLLOW OR S❑LID CONCRETE BLOCK SHALL BE GRADE N NORMAL WEIGHT CONFORMING TO STANDARD SPECIFICATIONS FOR LOAD BEARING CONCRETE MASONRY UNITS ASTM C90 -92A ALLOWABLE LOAD ON SINGLE STACK OF HOLLOW BLOCK 9600 POUNDS. USE DOUBLE STACK OF HOLLOW BLOCK OR SINGLE STACK OF SOLID BLOCK FOR PIER LOADS BETWEEN 9600 POUNDS AND 19,200 POUNDS. MASONRY UNIT PIERS IN ACCORDANCE WITH LOCAL AUTHORITIES. MAXIMUM HEIGHT OF A SINGLE STACK OF BLOCK ABOVE GRADE IS 40'. MAXIMUM HEIGHT OF A DOUBLE STACK OF BLOCK ABOVE GRADE IS 80'. PIERS MORE THAN 80' MUST BE DESIGNED BY A QUALIFIED ENGINEER, PIER DETAILS SCALES NTS 06/01/2004 E � CFIELD EINSTALLED ITEMS r a a N PANEL A PANEL B ELECTRICAL LOAD CALCULATIONS GFI,* 1% H ID NO. AMPS/ POLES DESCRIPTION CONNECTED LOAD - LATED LOAD FACTOR TOTAL LOAD Al 15/1 LIGHTS 9*84+180+60=996 658*3.5 B1 15/1 LIGHTS 0- 10*84+60=816 2303 1.25 1 2879 A215 1 RECEPTS 3*180+120=660 R.O. 37 5/8' X 82 1/4' 1.00 660 A3 15 1 RECEPTS 3*180=540 B2 1.00 540 A4 90 2 HVAC 15600 1.00 1.00 15600 A5 15/1 qEAT TAPE GFI REC 600+2* 180=960 3*180+120=660 1.25 1200 A6 2011 WATER HEATER 1650 HVAC 1.25 1 2063 A7 15 1 RECEPTS 3* 180=540 65 1.00 1 540 A8 15/1 RECEPTS 3*180=540 1.00 1.00 540 15/1 RECEPTS A 3*180=540 1 1 1.00 540 B7 15/1 RECEPTS 1 2*180=360 1 1 1.00 360 TOTAL LOAD OF UNIT (WL) I 21119 WATTS / VOLTS = AMPS VOLTS X AMPS = WATTS FOR 3 PHASE V 1,74) F.L.A. = 21119___ _ 240V, ____ 88 _ AMPS X` - ---------- DV TOTAL LOAD OF UNIT 3' — — — — — — — 24022 WATTS / VOLTS = AMPS VOLTS X AMPS = WATTS FOR 3 PHASE W--- F.L.A, = 24022 240V, _ 100 AMPS PANEL B I (y) CU J ELECTRICAL LOAD CALCULATIONS GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW ID NO. AMPS/ POLES DESCRIPTION (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM CONNECTED LOAD - LD LOAD FACTOR TOTAL LOAD B1 15/1 LIGHTS 0- 10*84+60=816 658*3.5 M0_ 3680 INT PREFINISHED H.C. DDDR w/PREFINISHED JAMB ., M R.O. 37 5/8' X 82 1/4' ® FLUOR. LIGHT W/DIFFUSER 2303 1.25 2879 B2 15/1 RECEPTS �j 3* 180=540 1 �D 1.00 540 B3 15/1 RECEPTS VENT 3*180+120=660 0i I 1.00 660 64 1 9012 HVAC ^' 15600 Ln 1.00 15600 65 15/1 RECEPTS 3*180=540 (y) 1.00 540 B6 15/1 RECEPTS A 3*180=540 1 1 1.00 540 B7 15/1 RECEPTS 1 2*180=360 1 1 1.00 360 TOTAL LOAD OF UNIT (WL) I 21119 WATTS / VOLTS = AMPS VOLTS X AMPS = WATTS FOR 3 PHASE V 1,74) F.L.A. = 21119___ _ 240V, ____ 88 _ AMPS I (y) CU J 3 42' AFF a \ GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW • \ M 120 V., 15 A., DUPLEX RECEPT 3 42' AFF a \ GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW • \ (2) 2x COLUMN REQUIRES 3' J❑IST & BEAM 120 V., 15 A., DUPLEX RECEPT (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM •� \ �, \ M M ON VANDAL RESISTANT EXT. INCANDESCENT4880 \ M 0- • o SUB -PANEL W/ I ISOLATED NEUTRAy M0_ 3680 INT PREFINISHED H.C. DDDR w/PREFINISHED JAMB ., M R.O. 37 5/8' X 82 1/4' ® FLUOR. LIGHT W/DIFFUSER M 3684 STOREFRONT DOOR o I I 1 cu AND GROUND (TYP)I �j T O 1 �D R.O. 37 3/8'x81' I I— v MARK I DRAWING LEGEND 0i I coppers O) I 47+ 'q- (U v .'' ^' (3) #1 THW Ln DENOTES WALL AND INSTALLED a t!) wT R m Nr CEILING EXHAUST FAN (CFM (y) W/#6 GROUND M M A A 1 C) 0 12'-2 1/4 (WL2) 12'-0' (WL) I ATTIC POWER VENT, SOFFIT X` - ---------- DV 3' — — — — — — — 6 1/2' — — ----------- DV 304 - --------- DV — — — — - — — 400 R IN 2 1/2' CONDUIT W W )K DV DV )K )K )K A #2 GROUNDING CONDUCTOR TO DV DV RECESSED ENTRY DV DV J 0� RE: DTL, A, SHT. DP1 30 X 16 RETURN AIR GRILLE @ UNIT R NEC 250-50 OR 250-52 • I 3 ("�-'-050" ci N, 20 LINE DIAGRAM A RETURN AIR GRILLE "D ELECTRICAL 22'-0' TO 34'-0' M " CLEAR 00 1 v (U ® I 00 co CtJ (lJ 7 / 12 X 12 CEILING SUPPLY AIR o M J 120 V., 15 AMP, TOGGLE TYPE SWITCH 1 D'-0 '7 /n" L() 48' AFF J U 120 V., 15 AMP, DUPLEX GFI RECEPT 3 •• I D V GFI fP WEATHERPROOF 6" AFF R I R FI 120 V., 15 AMP, DUPLEX GFI RECEPT R 516 A A A I FRAMING FOR DOOR ONLY �E T D❑ NOT R❑UT ❑UT LLI OFFICE #1 C516 B24 SB36 • 16 � \ OFFICE #2 (4)2x4 (4)2x4 ) (2)2x4 COLUMN COLUMN — — — COLUMN J 3 I MAIN DISCONNECT PANEL (MDP) (SUPPLIED & INSTALLED ON OR XI SELF LUMIN❑US EXIT SIGN ADJACENT TO BLDG, BY 0 A SITE CONTRACTOR) 84' AFF F SUITABLE FOR SERVICE EQUIPMENT ® 120 V., 15 AMP, DUPLEX FLOOR RECEPTACLE J -BOX W/1/2' CONDUIT THRU FLOOR FOR 125 A 250 AMP 125 A COMPUTER 18' AFF PANEL (MIND PANEL 17 J BOX W/1/2' CONDUIT THRU FLOOR FOR 'A' 'B' TELEPHONE 18' AFF WATER HEATER VTR 42' AFF L3 GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW FLOOR) 36' MIN, FROM EDGE OF BUILDING (2) 2x COLUMN REQUIRES 3' J❑IST & BEAM 120 V., 15 A., DUPLEX RECEPT (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM 2453 VERTICAL SLIDER WINDOW �, o __j Z 16 3 > R.O. 24 1/2'x53 5/8', 30 1/4' AFF Ap VANDAL RESISTANT EXT. INCANDESCENT4880 516 � INT PREFINISHED H.C, DOOR, BI -FOLD 49 1/2' X 81 1/2' SUB -PANEL W/ I ISOLATED NEUTRAy 516 3680 INT PREFINISHED H.C. DDDR w/PREFINISHED JAMB ., 4' DOUBLE TUBE SURFACE MOUNTED R.O. 37 5/8' X 82 1/4' ® FLUOR. LIGHT W/DIFFUSER 400 3684 STOREFRONT DOOR R.O. 40 1/2'x86 1/2' o AND GROUND (TYP)I OPEN AREA T O THERMOSTAT, 48' AFF R.O. 37 3/8'x81' SYMBOL DESCRIPTION MARK I DESCRIPTION DRAWING LEGEND I coppers 40 amp circuits #8 copperx or xx 110 amp circuits #2 47+ x 75°C. min. temperature rating with equipment DV terminations listed and identified for 75°C, (3) #1 THW Type THW or THWN, DENOTES WALL AND INSTALLED COVERING SHIPPED LOOSE @ SITE BY OTHERS wT R R CEILING EXHAUST FAN (CFM AS NOTED) W/#6 GROUND A A IN 1 1/2' CONDUIT OFFICE #3 v I ATTIC POWER VENT, SOFFIT X` \ 3-#250 Mcm THW A 8 X 16 ATTIC VENT, UNDER 400 R IN 2 1/2' CONDUIT W W )K DV DV )K )K )K A #2 GROUNDING CONDUCTOR TO DV DV RECESSED ENTRY DV DV GROUNDING ELECTRODE PER RE: DTL, A, SHT. DP1 30 X 16 RETURN AIR GRILLE @ UNIT NEC 250-50 OR 250-52 • (2) 3/ 4'x14'x12'-0' I 14 X 14 THRU WALL/DOOR ci N, PLYWOOD BEAM FROM LINE DIAGRAM M RETURN AIR GRILLE M ELECTRICAL 22'-0' TO 34'-0' M 00 1 v ® I 00 co CtJ (lJ ® 12 X 12 CEILING SUPPLY AIR DIFFUSER M 120 V., 15 AMP, TOGGLE TYPE SWITCH 1 D'-0 '7 /n" VTR 42' AFF 1) BEARING WIDTH OF FLOOR J❑IST AND MATE BEAM GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW FLOOR) 36' MIN, FROM EDGE OF BUILDING (2) 2x COLUMN REQUIRES 3' J❑IST & BEAM 120 V., 15 A., DUPLEX RECEPT (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM 2453 VERTICAL SLIDER WINDOW 18' AFF (UNLESS NOTED) DV R.O. 24 1/2'x53 5/8', 30 1/4' AFF Ap VANDAL RESISTANT EXT. INCANDESCENT4880 520R.O. INT PREFINISHED H.C, DOOR, BI -FOLD 49 1/2' X 81 1/2' SUB -PANEL W/ I ISOLATED NEUTRAy 516 3680 INT PREFINISHED H.C. DDDR w/PREFINISHED JAMB MAIN DRAIN LOCATION 4' DOUBLE TUBE SURFACE MOUNTED R.O. 37 5/8' X 82 1/4' ® FLUOR. LIGHT W/DIFFUSER 400 3684 STOREFRONT DOOR R.O. 40 1/2'x86 1/2' AND GROUND (TYP)I O3680 T O THERMOSTAT, 48' AFF R.O. 37 3/8'x81' SYMBOL DESCRIPTION MARK I DESCRIPTION DRAWING LEGEND I coppers 40 amp circuits #8 copperx or xx 110 amp circuits #2 copperx x 75°C. min. temperature rating with equipment terminations listed and identified for 75°C, (3) #1 THW Type THW or THWN, xx Type NM cable (from 60° column table 310-16), I CEILING EXHAUST FAN (CFM AS NOTED) W/#6 GROUND IN 1 1/2' CONDUIT (TYP-2) ATTIC POWER VENT, SOFFIT MOUNT 3-#250 Mcm THW 8 X 16 ATTIC VENT, UNDER EAVE IN 2 1/2' CONDUIT _ #2 GROUNDING CONDUCTOR TO GROUNDING ELECTRODE PER MOM 30 X 16 RETURN AIR GRILLE @ UNIT NEC 250-50 OR 250-52 RETURN AIR GRILLE I 14 X 14 THRU WALL/DOOR SINGLE LINE DIAGRAM RETURN AIR GRILLE ELECTRICAL 8 X 8 CEILING SUPPLY AIR DIFFUSER NTS ® I ® 12 X 12 CEILING SUPPLY AIR DIFFUSER I ( 120 V., 15 AMP, TOGGLE TYPE SWITCH 48' AFF 120 V., 15 AMP, DUPLEX GFI RECEPT GFI fP WEATHERPROOF 6" AFF I FI 120 V., 15 AMP, DUPLEX GFI RECEPT 7 42' AFF 1) BEARING WIDTH OF FLOOR J❑IST AND MATE BEAM GFI,* 1% H 120 V., 15 AMP, GFI HEAT TAPE REC, (BELOW FLOOR) 36' MIN, FROM EDGE OF BUILDING (2) 2x COLUMN REQUIRES 3' J❑IST & BEAM 120 V., 15 A., DUPLEX RECEPT (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM 2453 VERTICAL SLIDER WINDOW 18' AFF (UNLESS NOTED) DV R.O. 24 1/2'x53 5/8', 30 1/4' AFF Ap VANDAL RESISTANT EXT. INCANDESCENT4880 520R.O. INT PREFINISHED H.C, DOOR, BI -FOLD 49 1/2' X 81 1/2' LIGHT, WEATHERPROOF 84'AFF 516 3680 INT PREFINISHED H.C. DDDR w/PREFINISHED JAMB NOTE: 4' DOUBLE TUBE SURFACE MOUNTED R.O. 37 5/8' X 82 1/4' ® FLUOR. LIGHT W/DIFFUSER 400 3684 STOREFRONT DOOR R.O. 40 1/2'x86 1/2' LOAD CENTER O3680 EXT. COMMERICAL STEEL DOOR w/ALUMINUM JAMB R.O. 37 3/8'x81' SYMBOL DESCRIPTION MARK I DESCRIPTION DRAWING LEGEND OPENING SCHEDULE a NOTES: 1) BEARING WIDTH OF FLOOR J❑IST AND MATE BEAM @ COLUMN LOCATIONS; (2) 2x COLUMN REQUIRES 3' J❑IST & BEAM (3) 2x COLUMN REQUIRES 4 1/2" J❑IST & BEAM (4) 2x COLUMN REQUIRES 6' J❑IST & BEAM 2) ADDITIONAL BLOCKING IS REQUIRED IN WALLS AT LAV AND GRAB BARS, 3) EXTERI❑R WALL THICKNESS TO BE 4' UNLESS OTHERWISE NOTED. 4) INTERIOR WALL THICKNESS TO BE 4 1/2" UNLESS OTHERWISE NOTED, 5) MATE LINE WALL THICKNESS TO BE 4' UNLESS OTHERWISE NOTED. NOTE: The ID number is not intended to identify a specific circuit breaker or location inside the load center but to identify like circuits only, Circuits shall be balanced between phases as near as possible in accordance with N,E,C, Section 220. WIRING SIZES 15 amp circuits 414 copperxx 45 amp circuits #8 copper)' 20 amp circuits #12 copperxx 50 amp circuits #8 copperx 25 amp circuits #10 copperxx 60 amp circuits #6 copperx 30 amp circuits #10 copperxx 90 amp circuits #3 coppers 40 amp circuits #8 copperx or xx 110 amp circuits #2 copperx x 75°C. min. temperature rating with equipment terminations listed and identified for 75°C, Type THW or THWN, xx Type NM cable (from 60° column table 310-16), 0 _ATE & TN LABEL 06/01/2004 o FIELD INSTALLED ITEMS 0 3EL DA STATE OF TENNESSEE 4/19/04 IW REV DESCRIPTION DATE BY MARK LINE INDUSTRIES INC,© 51687 C.R. 133. BRISTOL, IN. 46507 © 2002 MARK LINE INDUSTRIES MODELI F-2460 IPLANTiBRISTOL PAC VAN JOB NAMEI OFFICE WEI 2/3/04 1 APPROVEJ SCALE, 1/4"=1'-0" DRN, BYI IW I By, FILE NAME-. QUOTE NO,, M. AEH1 SERIAL N0,132501-02 N1 I I a 0 CURBSIDE ELEVATION SCALES 1/4'=1'-0' TOP PLATE SIDING ROADSIDE ELEVATION SCALES 1/4'=1'-0' MATE LINE nnnr IAT. c' D FLOOR HITCHEND ELEVATION SCALES 1/4'=1'-0' Tl it E, T1-11 s o oSIDING IRTING SUPPLIED & INSTALLED EBY SITE CONTRACT❑R FINISHE TOP PLATE SIDING ROADSIDE ELEVATION SCALES 1/4'=1'-0' MATE LINE nnnr IAT. c' D FLOOR HITCHEND ELEVATION SCALES 1/4'=1'-0' CROSS SECTION DETAIL 0 SCALE: 1/2 W=l 9-0 . REAREND ELEVATION SCALES 1/4'=1'-0' 06/01/2004 n FIELD INSTALLED ITEMS Tl it SIDING SUPPLIED (aBY D & INSTALLED N CROSS SECTION DETAIL 0 SCALE: 1/2 W=l 9-0 . REAREND ELEVATION SCALES 1/4'=1'-0' 06/01/2004 n FIELD INSTALLED ITEMS SCALEi 1/4'=1'-0' NOTES: 1) ROOF RAILS AND OR MATE BEAM TO EXTEND 24' BEYOND EDGE OF BUILDING TO HELP SUPPORT MANSARD, 2) TRUSSES TO HAVE HEEL 2' LOWER THAN RIDGE. 3) MANSARD TO BE FIRESTOPPED AT 20'-0' O.C. PLYW❑❑D SHIM (TYP) ""�"T""'� ,T.,�. 2X2 FRAMING @ 2'-0' O.C. ROOF SHEATHING MATE BEAM INSTALL FIBERGLASS BATT INSULATION IN GAP BETWEEN UNITS. CURED LAMINATED COVER TAPE (CAULK AT OVERLAPPING END JOINTS AND AT ENDS OF ROOF) PRIMER , '__ EPDM MEMBRANE TRUSS (TYP) :16' CEILING 4' TOESCREWS.C, STAGGERED NOTE: DETAIL APPLIES TO ANY STYLE OF ROOF, STANDARD OR TRANSVERSE SLOPE ROOF SEAM DETAIL USING EPDM SIDE WALL MANSARD 4 TRIM (TYP) MANSARD (TYP) /ALL JILING (TYP) MANSARD DETAIL 6d RING SHANK NAILS @ 8' D.C. >�D SCREWED ON TO At REMOVAL FOR HVAC SER NTS 45° +5° STRAP RATED @ 3150 LBS. MIN, (TYP) FLOOR MINUTE MAN FRAME EARTH ANCHOR OR EQUAL P.T. 2x8 WOOD SHIM 8' LONG MIN. S❑LID CONCRETE CAP CMU PIER NOTE: a..: MAX. HORIZONTAL OR VERTICAL LOAD RESISTED BY ANCHOR AND STRAP 2025 LBS. TIE DOWN DETAIL SCALE: 1/2"=1'-0" O END WALL MANSARD RED TRUSS (TYP) a D L❑❑SESQUAREDECKING CARPET ROLLED BACK AND TACKED DOWN (FIELD SEAMING BY SET-UP CONTRACTOR) \--- FLOOR DECKING INSTALL FIBERGLS=BA INSULATI❑N IN GA KING HOLD BACK C O 1 ACCESSIBLE PLUMBING FIXTURES 17'MIN M .. 36' 6'MAX 8'MIN a� 12' 428 X x CK 7' T ❑ 9' Cn 18 m Q •i oo o' M • X o 't 4 z z 0i cd ou o� SIDE VIEW FRONT VIEW LAVATORY DETAIL SINK DETAIL DWV NOTES: All vertical to horizontal change of direction shall be through ST X 4' T❑ESCR) @ 12' D.C. a long turn T -Y or combination WYE and 1/8 bend with the 1x4 TRIM STAGGERED (TYP) exception of the water closet trap arm which shall be an extra long turn 90 elbow. WALL STUDS (TYP) All horizontal to vertical change of direction shall be through a sanitary tee or when (2) fixtures enter a vertical stack at the same level, an approved double sanitary fixture fitting shall be used, Note: Double sanitary tee patterns shall not receive the discharge of back-to-back water closets and fixtures or V.C. GYPSUM appliances with pumping action discharge, (TYP) COLORED PINS INSTALL FIBERGLASS BATT All horizontal to horizontal change of direction shall be @ 8' D.C. (TYP) INSULATION IN GAP BETWEEN UNITS, through a long turn T -Y or combination WYE and 1/8 bend. Lavatories and drinking fountains shall have 1-1/4' tail piece. WALL COVERING @ MATE LINE —EXTERIOR WALL DETAIL DWV 3' VTR JI' NTS 22.50' All DWV pipe and fittings shall be ABS or PVC schedule 40. 22.50° 22.50° 06/01/2004 IZ WATER HAMMER 3/4' T.P. & RELIEF VALVE DRAIN THRU 6'-5'(WL) All horizontal runs shall have a uniform slope of 1/8' per 22.509 ` �(0 O 1'-7 3/8' foot toward drain for larger than 3' pipe, CONTINUE TO 3' A.F.G. rsJ All horizontal runs shall have a uniform slope of 1/4' per J �. foot toward drain for 3' and smaller pipe. iu DIELECTRIC UNI❑NS All trap arms shall have a uniform slope of 1/4' per foot 2 45.000 i1 45.00 , 3" VTR 1 UT OFF VALVE (TYP) WATER SUPPLY NOTES: 3'1 • All water supply piping shall be type 'M' or 'L' hard copper or 10'-5 3/4' \ CPVC plastic. 1 1121, All water supply fittings shall be either copper, brass, O 2-3/4' x 14' PLYWOOD BEAM 12'-0' LONG FROM 22'-0' TO 34'-0' RECESSED DOOR DETAIL All water supply piping shall be supported 48' O.C. maximum, SCALEi 1/4'=1'-0' NOTES: 1) ROOF RAILS AND OR MATE BEAM TO EXTEND 24' BEYOND EDGE OF BUILDING TO HELP SUPPORT MANSARD, 2) TRUSSES TO HAVE HEEL 2' LOWER THAN RIDGE. 3) MANSARD TO BE FIRESTOPPED AT 20'-0' O.C. PLYW❑❑D SHIM (TYP) ""�"T""'� ,T.,�. 2X2 FRAMING @ 2'-0' O.C. ROOF SHEATHING MATE BEAM INSTALL FIBERGLASS BATT INSULATION IN GAP BETWEEN UNITS. CURED LAMINATED COVER TAPE (CAULK AT OVERLAPPING END JOINTS AND AT ENDS OF ROOF) PRIMER , '__ EPDM MEMBRANE TRUSS (TYP) :16' CEILING 4' TOESCREWS.C, STAGGERED NOTE: DETAIL APPLIES TO ANY STYLE OF ROOF, STANDARD OR TRANSVERSE SLOPE ROOF SEAM DETAIL USING EPDM SIDE WALL MANSARD 4 TRIM (TYP) MANSARD (TYP) /ALL JILING (TYP) MANSARD DETAIL 6d RING SHANK NAILS @ 8' D.C. >�D SCREWED ON TO At REMOVAL FOR HVAC SER NTS 45° +5° STRAP RATED @ 3150 LBS. MIN, (TYP) FLOOR MINUTE MAN FRAME EARTH ANCHOR OR EQUAL P.T. 2x8 WOOD SHIM 8' LONG MIN. S❑LID CONCRETE CAP CMU PIER NOTE: a..: MAX. HORIZONTAL OR VERTICAL LOAD RESISTED BY ANCHOR AND STRAP 2025 LBS. TIE DOWN DETAIL SCALE: 1/2"=1'-0" O END WALL MANSARD RED TRUSS (TYP) a D L❑❑SESQUAREDECKING CARPET ROLLED BACK AND TACKED DOWN (FIELD SEAMING BY SET-UP CONTRACTOR) \--- FLOOR DECKING INSTALL FIBERGLS=BA INSULATI❑N IN GA KING HOLD BACK C O 1 ACCESSIBLE PLUMBING FIXTURES 17'MIN M .. 36' 6'MAX 8'MIN a� 12' 428 X x CK 7' T ❑ 9' Cn 18 m Q •i oo o' M • X o 't 4 z z 0i cd ou o� SIDE VIEW FRONT VIEW LAVATORY DETAIL SINK DETAIL DWV NOTES: All vertical to horizontal change of direction shall be through ST X 4' T❑ESCR) @ 12' D.C. a long turn T -Y or combination WYE and 1/8 bend with the 1x4 TRIM STAGGERED (TYP) exception of the water closet trap arm which shall be an extra long turn 90 elbow. WALL STUDS (TYP) All horizontal to vertical change of direction shall be through a sanitary tee or when (2) fixtures enter a vertical stack at the same level, an approved double sanitary fixture fitting shall be used, Note: Double sanitary tee patterns shall not receive the discharge of back-to-back water closets and fixtures or V.C. GYPSUM appliances with pumping action discharge, (TYP) COLORED PINS INSTALL FIBERGLASS BATT All horizontal to horizontal change of direction shall be @ 8' D.C. (TYP) INSULATION IN GAP BETWEEN UNITS, through a long turn T -Y or combination WYE and 1/8 bend. Lavatories and drinking fountains shall have 1-1/4' tail piece. WALL COVERING @ MATE LINE —EXTERIOR WALL DETAIL DWV 3' VTR JI' NTS All DWV pipe and fittings shall be ABS or PVC schedule 40. All horizontal runs shall be supported 48' ❑,C, maximum, 06/01/2004 WATER HAMMER 3/4' T.P. & RELIEF VALVE DRAIN THRU All horizontal runs shall have a uniform slope of 1/8' per ARRESTOR FLOOR VIA AN AIR GAP. SITE CONTRACTOR O foot toward drain for larger than 3' pipe, CONTINUE TO 3' A.F.G. All horizontal runs shall have a uniform slope of 1/4' per a foot toward drain for 3' and smaller pipe. DIELECTRIC UNI❑NS All trap arms shall have a uniform slope of 1/4' per foot toward drain, 3" VTR UT OFF VALVE (TYP) WATER SUPPLY NOTES: 3'1 All water supply piping shall be type 'M' or 'L' hard copper or \ CPVC plastic. 1 1121, All water supply fittings shall be either copper, brass, galvanized steel or CPVC, All water supply piping shall be supported 48' O.C. maximum, SINK (Horizontal plastic piping 32' o.c) a All solder to be lead free. 3/4' Pipe sizing based on water pressure range of 46 to 60 PSI. 1 1/2' 1 1 1/2' a Where local water pressure exceeds 80 PSI, an approved pressure reducing valve shall be installed, (supplied and installed be 1/2' site contractor) in the water service near its entrance to the 3 i building. Reducing water pressure to 80 PSI or less, �2' C.O. SINK 1 1/2' Drain valve shall be installed for tank type water heaters. WC 3" 3/4' FIELD I,f1JG,TF)L�LED ITEMS 2„ 3/4' GATE VALVE (TYP) NOTE: PLANT TO INSTALL AS MUCH PLUMBING AS POSSIBLE, ALL 2' FD WITH PLUMBING BELOW FLOOR SUPPLIED AND INSTALLED BY SITE 1 1/2� 3" 4' DEEP P -TRAP CONTRACTOR, LINED W/ LIGHT GRADE ❑IL 2 „ � 2' C'❑. 3A' TO 4" MAIN DRAIN OUTSIDE OF BUILDING IF BUILDING IS LOCATED IN ILLINOIS DWV SCHEMATIC SCALES NOT TO SCALE 06/01/2004 WATER HAMMER 3/4' T.P. & RELIEF VALVE DRAIN THRU ARRESTOR FLOOR VIA AN AIR GAP. SITE CONTRACTOR CONTINUE TO 3' A.F.G. a DIELECTRIC UNI❑NS VACUUM RELIEF VALVE UT OFF VALVE (TYP) i zt SINK a 3/4' 1 1/2' 1 2' a 1/2' 3/4' i 3/4' 3/4' FIELD I,f1JG,TF)L�LED ITEMS 3/4' GATE VALVE (TYP) SUPPLY SCHEMATIC SCALE; NOT TO SCALE REVI DESCRIPTION I DATE I BY MARK LINE INDUSTRIES INC,© 51687 C.R. 133, BRISTOL, IN, 46507 0 2002 MARK LINE INDUSTRIES MODEL= F-2460 IPLANTi BRISTOL. PAC VAN JOB NAME:OFFICE DATE= 2/3/04 APPROVE SCALEIAS NOTED DRN, BYI IW BY' FILE NAME= QUOTE NO,= DWG. DP1 SERIAL NO,: 32501-02 NO.I r