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Home My WebLink AboutPLANS REDLINE - 20-00363 - BYUI Manwaring - RemodelAuthor Name Author Email Author Phone No.: Ted Dye tedd@rexburg.org 208-372-2172 Bret Stoddard brets@rexburg.org 208-372-2171 Don Allen Don.Allen@rexburg.org 208-372-2174 Description : BYUI Manwaring - RemodelAddress : 101 E Viking DrRecord Type : Commercial - RemodelDocument Filename : 020513 Permit Set.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 20-00363 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments AE401 -ENLARGED STAIRPLANS &SECTION Callout Ted Dye : Building Open 10 Treads should be no less than 11"Risers should be no more than 7" and not less than 4". Commercial - Remodel Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) DRAWING INDEXSITE MAP SCALE: A1 DETAIL XXX 2 XX X XX.XX ROOM NUM NAME SYMBOLS LEGEND ROOM IDENTIFICATION NUMBER DOOR NUMBER REFERENCE NOTE GLAZING TYPE PARTITON WALL TYPE INTERIOR ELEVATION WALL SECTION EXTERIOR ELEVATION DETAIL REVISION DELTA ROOM NUMBER ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER REVISION NUMBER BUILDING SECTION DETAIL TITLE ROOM NAME SHADE INDICATES ELEVATED WALLA1 A2A4 A3 AFF CMU EIFS ABOVE FINISH FLOOR CONCRETE MASONRY UNIT EXTERIOR INSULATED FINISH EQ EQUAL MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT O.C. ON CENTER SPEC SPECIFICATION SIM SIMILAR TYP TYPICAL T.O. TOP OF B.O. BOTTOM OF ABBREVIATIONS MATERIAL LEGEND CONCRETE STUD WALL GRAVEL COMPACTED FILL AND/OR EARTH BATT INSULATION RIGID INSULATION CMU (CONCRETE MASONRY UNIT) GYPSUM BOARD OR CONCRETE SURFACE PROJECT NUMBER: PROJECT ARCHITECT www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com BYUI MANWARING REMODEL PERMIT SET - MAY 13, 2020 BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I 19185 FFKR ARCHITECTS 730 Pacific Ave. Salt Lake City, Utah 84104 801-512-6186 TBSE INC 233 N 1250 W #201 CENTERVILLE, UT 84014 801-298-8795 STRUCTURAL ENGINEER HEATH ENGINEERING 377 W 800 N Salt Lake City, UT 84103 801-322-0487 MECHANICAL ENGINEER PAYNE ENGINEERING 1823 E CENTER ST. POCATELLO, ID 83201 208-232-4439 ELECTRICAL ENGINEER SHEET NO. SHEET NAME GENERAL INFORMATION G001 COVER G002 CODE SUMMARY & LIFE SAFETY PLAN ARCHITECTURAL AD101 LEVEL 2 DEMO PLAN AD111 LEVEL 2 REFLECTED CEILING DEMO PLAN AE101 LEVEL 2 FLOOR PLAN AE102 MEZZANINE LEVEL PLAN AE111 LEVEL 2 REFLECTED CEILING PLAN AE111A ENLARGED REFLECTED CEILING PLAN AE301 BUILDING SECTION AE401 ENLARGED STAIR PLANS & SECTION AE402 ENLARGED ELEVATIONS AE501 PLAN AND CEILING DETAILS AE601 DOOR SCHEDULE, TYPES, AND DETAILS AE701 ELEVATIONS AF101 FURNITURE PLAN AF102 FINISH PLAN STRUCTURAL DRAWINGS SE-001 GENERAL NOTES SE-002 INSPECTIONS SE-003 SCHEDULES STEEL SE-006 3D RENDERING SE-103 FRAMING PLAN MECHANICAL DRAWINGS M001 MECHANICAL SCHEDULES M002 MECHANICAL SCHEDULES MD101 SECOND LEVEL MECHANICAL DEMOLITION PLAN MD102 THIRD LEVEL MECHANICAL DEMOLITION PLAN MD401 LARGE SCALE FAN ROOM DEMOLITION PLAN MH101 SECOND LEVEL MECHANICAL REMODEL PLAN MH102 THIRD LEVEL MECHANICAL REMODEL PLAN MH401 LARGE SCALE FAN ROOM PLAN MH402 LARGE SCALE MECHANICAL SECTION MH501 MECHANICAL DETAILS MH502 MECHANICAL DETAILS MH503 MECHANICAL PIPING DETAILS MP402 LARGE SCALE MECHANICAL PIPING PLAN MI601 MECHANICAL CONTROLS MI602 MECHANICAL CONTROLS PLUMBING DRAWINGS PD101 LEVEL ONE PLUMBING DEMOLITION PLAN PD102 LEVEL TWO PLUMBING DEMOLITION PLAN PL101 LEVEL ONE PLUMBING DEMODEL PLAN PL102 LEVEL TWO PLUMBING REMODEL PLAN FD101 LEVEL 2 FIRE PROTECTION DEMOLITION PLAN FP101 LEVEL 2 FIRE PROTECTION REMODEL PLAN ELECTRICAL DRAWINGS E0.0 ELECTRICAL SYMBOLS & DETAILS E0.1 EXISTING ELECTRICAL PLAN E1.0 LIGHTING PLAN E2.0 POWER / DATA E3.0 FIRE ALARM E4.0 MEZZANINE PLAN MANWARING CENTER PROJECT TEAM FE C FEC FEC OCCUPANCY AREA BOUNDARY FIRE EXTINGUISHER FEC COMMON PATH OF EGRESS LIFE SAFETY ARROW FIRE BARRIER - 1 HOUR FIRE BARRIER - 2 HOUR FIRE BARRIER - 3 HOUR FIRE PARTITION SMOKE PARTITION SMOKE BARRIER FIRE WALL - 4 HOUR FIRE WALL - 3 HOUR FIRE WALL - 2 HOUR FIRE WALL - 1 HOUR FB1 RATED WALL ASSEMBLY CODE CODE DESCRIPTION EW1 EXTERIOR WALL - 1 HOUR EW2 EXTERIOR WALL - 2 HOUR EW3 EXTERIOR WALL - 3 HOUR FB1 FB2 FB3 FP FW1 FW2 FW3 FW4 SB SP RATED WALL ASSEMBLY NON-RATED WALL ASSEMBLY OCCUPANCY TYPES LEGEND BUSINESS ASSEMBLY ACCESSORY STORAGE BUSINESS 7375 SF/100 =74 OCC STORAGE 90 SF/300 =1 OCC 'A' EGRESS COMPONENT 336" PROV. CLEAR WIDTH 'B' EGRESS COMPONENT 36" PROV. CLEAR WIDTH 'C' EGRESS COMPONENT 36" PROV. CLEAR WIDTH 'D' EGRESS COMPONENT 336" PROV. CLEAR WIDTH PRIMARY EXIT MAXIMUM TRAVEL DISTANCE = 300' PROVIDED TRAVEL DISTANCE = 146' FB1 FB1 FB1 FB1 FB1 FB1 FB1 REQUIRED CAPACITY = 108 OCC'S PROVIDED CAPACITY = 290 OCC'S TRAINING 751 SF/15 =51 OCC 'E' EGRESS COMPONENT 36" PROV. CLEAR WIDTH MAXIMUM TRAVEL DISTANCE = 300' PROVIDED TRAVEL DISTANCE = 78' SECONDARY EXIT MAXIMUM TRAVEL DISTANCE = 300' PROVIDED TRAVEL DISTANCE = 94' DEAD SPACE MEZZANINE 1069 SF/300 =4 OCC BUSINESS 90 SF/100 =1 OCC PRIMARY EXIT MAXIMUM TRAVEL DISTANCE = 300' PROVIDED TRAVEL DISTANCE = 146' REQUIRED CAPACITY = 108 OCC'S PROVIDED CAPACITY = 290 OCC'S Applicable Codes Code Year International Building Code (IBC)2018 International Mechanical Code (IMC)2018 International Fire Code (IFC)2018 International Energy Conservation Code (IECC) 2018 National Electrical Code (NEC)2020 ADA Accessibility Guidelines 2010 International Plumbing Code (IPC)2019 International Building Code (IBC) Analysis Construction Type II-B Non Combustible Table 503 Building Occupancies B Mall Occupancy Sect. 508 Design Building Area 8820 SF Allowed Building Area Unlimited SF Sect. 402.6 - 60' clear on all sides Allowed Building Height (Ft) 75.25'Ft Sect. 504.2 Allowed Building Height (Stories) 3 Stories Sect. 504.2 Building Square Footage Level 2 7724 SF Mezzanine Level 1096 SF Total 8,820 SF Building Occupancy & Construction TYpeFire Resistance Ratings for Building Elements - hours (Table 601 - Substitution 903.2) Are Fire Sprinklers Required Yes Building Element Tabular Primary Structural Frame (See Section 202) 0 HR Bearing Walls - Exterior 0 HR Bearing Walls - Interior 0 HR Nonbearing Walls & Partitions - Interior 0 HR Floor Construction (See Section 202) 0 HR Roof Construction (See Section 202) 0 HR Shaft Enclosure Fire Rating 1 Hr Stair Shaft to Mezzanine Level 1 Hr Exit Width ( Section 1005) Stairs Inches Req.Inches Prov. Level 2 26.2 58 Total Exit Width 26.2 58 Doors Inches Req. Inches Prov. Level 2 19.7 36 (Min.) Mezzanine Level 19.7 40 (Min.) Total Exit Width 39.4 76 Plumbing Fixture Calculations (Section 29) Total Women's Fixtures Occupants 66 Table 2902.1 Most Restrictive Occ. B Mall Occupancy IIB NON Cmobus. Table 503 Shaft Enclosure Fire Rating (Section 713.4) Water Closets Required 2 Provided 12 1: 0 Lavatories Required 1 Provided 6 1: 0 Total Men's Fixtures Occupants 66 Table 2902.1 Water Closets Required 2 Provided 12 1: 0 Lavatories Required 1 Provided 6 1: 0 Total Misc. Fixtures Table 2902.1 Electric Water Cooler Required 1 Provided 2 See Sect. 1109.5 Service Sink Required 1 Provided 1 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 4 : 1 0 P M G002 CODE SUMMARY & LIFE SAFETY PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 1/8" = 1'-0" A1 LEVEL 2 LIFE SAFETY PLAN SCALE: 1/8" = 1'-0" A4 MEZZANINE LEVEL LIFE SAFETY PLAN 2015 2015 2017 2015 2015 2017 2009 32 4 5 6 7 8 9 10 11 12 B C D E F G CONTRACT LIMIT LINE CONTRACT LIMIT LINE CONTRACT LIMIT LINE CO N T R A C T L I M I T L I N E CO N T R A C T L I M I T L I N E CO N T R A C T L I M I T L I N E 2.01 2.012.02 2.02 2.02 TYP. TYP. TYP. 2.05 2.05 2.02 TYP. 2.01 2.04 2.02 2.01 2.03 2.03 2.02 2.04 2.02 2.03 2.03 TYP. TYP. TYP. TYP. TYP. 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 TYP. 2.02 TYP. 2.04 2.04 2.03 TYP. 2.03 2.03 2.03 2.03 2.03 2.02 2.01 TYP. 2.04 2.04 2.02 2.03 TYP. 2.03 2.02 2.02 2.02 FROM STL. COL. TO STL. COL. 10' HT. 10' HT. 13 ' - 0 " TO NEAREST STUD 4'-6" MIN.21'-2 1/4"2.03 2.057'-2" HT. 2.04 4' - 9 1 / 2 " 5' - 6 " 11 1 / 2 " 5' - 6 " 4' - 9 1 / 2 " 2.03 5' - 6 " 1' - 5 " 5' - 6 " 4' - 1 1 " 2.04 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 3 7 P M AD101 LEVEL 2 DEMO PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE:3/16" = 1'-0"A1 LEVEL 2 DEMO PLAN 2.01 REMOVE EXISTING FLOORING, CLEAN AND PREP FOR FUTURE 2.02 REMOVE EXISTING WALL, PREP FOR FUTURE 2.03 EXISTING WALL TO REMAIN, PROTECT, PREP FOR FUTURE 2.04 REMOVE EXISTING DOOR AND HARDWARE, SALVAGE FOR REUSE, COORDINATE WITH OWNER 2.05 NEW 7'-0" TALL DOOR OPENING, REFER TO WIDTH DIMENSION 2.08 REMOVE EXISTING LIGHT, RE. ELEC. DWG. 32 4 5 6 7 8 9 10 11 12 B C D E F G 2.07 2.07 2.07 2.07 2.07 TYP. TYP. TYP. TYP. TYP. 2.072.07 TYP.TYP. 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 3 9 P M AD111 LEVEL 2 REFLECTED CEILING DEMO PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A1 ENLARGED LEVEL 2 DEMO RCP 2.07 REMOVE EXISTING CEILING TO STRUCTURE ABOVE, ALSO REFER TO MECHANICAL AND ELECTRICAL DWG., PREP FOR FUTURE UP J J 32 4 5 6 7 8 9 10 11 12 B C D E F G OFFICE 202 OFFICE 203 ENTRY 201 OFFICE 230 OFFICE 229 TRAINING 224 SMALL CONF. 227 SMALL CONF. 226SMALL CONF. 225 PHOTO 204 STORAGE 224B SMALL CONF. 223 SMALL CONF. 219 HOSTING 221 OFFICE 217 OFFICE 216 OFFICE 214 OPEN OFFICE 213 OFFICE 212 OFFICE 211 OFFICE 210 OFFICE 209 OFFICE 208 OFFICE 207 OFFICE 206 OFFICE 205 A2 AE301 __________ 202 203 205206207208 209 212 214 216 217 220 221 222 224 229 230 224B P3S P3S P3S P3S P3S P3S P3S P3S P3S P3S P3S P3S P3SP3SP3SP3S P3S P3SP3S P3S ALIGN ALIGN (TYP) ALIGN (TYP) P3S P3S EQ EQ 8' - 0 " 6' - 5 " 10 ' - 0 " 10 ' - 0 " +/ - 1 3 ' - 1 1 / 2 " P3S AE102 A4 ABOVE P3S-E 12 ' - 4 1 / 2 " 8' - 0 " ALIGN 08.08 F3 P3S-E P3S-E AE701 B3 AE701B1 AE701 B2 AE701A1 AE701 A2 AE701 A4 AE501 C3 C/LC/L C/L AE501 C3 REV. AE501 C4 218 219 223 225 226 227 224A 201 AL1 5' - 6"8' - 8"8' - 8"8' - 8" AL3AL3AL3 AL2 AL2AL2 AL5 AL4 STAIR S001 OPEN OFFICE 201A 224C 8' - 1"8' - 1"5' - 0"2' - 8"8' - 1"5' - 3" P3S 1 1/2" RECESSED ACCESS FLOOR IN THE SHADED AREA AE601 A2 201A 210 211 SMALL CONF. 218 CORRIDOR 222 OFFICE 220 AE701C2 AE701C3 +/ - 3 ' - 1 0 " 7' - 0 " 4' - 0 " 10 ' - 0 " 8' - 6 " 10' - 10" 11' - 6" 5' - 1"3' - 7" 2' - 6 " 5' - 6 " 4' - 0 " 4' - 0 " 18" CLR 18" CLR ALIGN (TYP) ALIGN (TYP) 5' - 1"3' - 0" 3' - 0" EQ EQ ALIGN (TYP) 213 ALIGN AE701 C1 AE701 D2 12' TALL 12' TALL WALL 12' TALL WALL 12' TALL WALL 12' TALL WALL 12' TALL WALL 09.15 09.15 09.15 09.15 09.15 09.15 AE601 A2 CLEAR 4'-8"09.18 09.1809.18 TYP. 09.18 12.05 12.06 12.06 TYP. TYP. 12.06 TYP. 12.06 TYP.TYP. 12.06 TYP. 12.06 TYP. 12.06 TYP. 12.06 TYP. 12.06 TYP. 1 1/2" GYPCRETE FLOOR LAYER 1 1/2" ACCESS FLOOR 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 4 2 P M AE101 LEVEL 2 FLOOR PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A1 LEVEL 2 FLOOR PLAN 08.08 MANUAL FOLDING PARTITION 09.15 2" X 2" X 4' TALL STAINLESS STEEL CORNERGUARD 09.18 WINDOW FILM 12.05 MOTORIZED ROLLER SHADES 12.06 MANUAL ROLLER SHADES 1 4.30.20 ADDENDUM 1 UP 7 8 9 10 11 E F -P2B1 301 MEZZANINE P3S P3S AE401 A1 301 03.06 05.11 2' - 0 " DEAD SPACE STAIR S001 05.1305.13 05.16 09.01 P2 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 4 3 P M AE102 MEZZANINE LEVEL PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A4 MEZZANINE LEVEL PLAN 03.06 CONCRETE SLAB ON METAL DECK 05.11 CONCRETE FILLED METAL STAIR 05.13 2" DIA ALUMINUM HANDRAIL 05.16 2" DIA, ALUMINUM HANDRAIL W/ GLASS PANEL 09.01 5/8" TYPE 'X' GYPSUM BOARD 1 4.30.20 ADDENDUM 1 32 4 5 6 7 8 9 10 11 12 B C D E F G A2 AE301 __________ OFFICE 230 OFFICE 229 TRAINING 224 SMALL CONF. 225 SMALL CONF. 226 SMALL CONF. 227 SMALL CONF. 223 HOSTING 221 SMALL CONF. 219OFFICE 217 OFFICE 216 OFFICE 214 OFFICE 212 OFFICE 211 OFFICE 210 OFFICE 209 OFFICE 208 OFFICE 207 OFFICE 206 OFFICE 205 PHOTO 204 OFFICE 203 OFFICE 202 OPEN OFFICE 213 B10'-0" C1 A10'-0" P3 C1 AE501 __________ B3 AE501 __________ B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 B10'-0" C1 ENTRY 201 B11'-0" C1 CORRIDOR 222 B10'-0" C1 A11'-0" P2 B11'-0" C1 18' - 0" 17' - 2" 18' - 0" 17' - 10" 16' - 6" 16' - 0" 17' - 2" 17' - 6" 18' - 0" 18' - 0" 17' - 0" 15' - 0" 15' - 6" 16' - 0" 13' - 0"13' - 6" 14' - 0" 13' - 2" 13' - 6" 13' - 0" 12' - 10" 12' - 6" 12' - 8" 12' - 2" 12' - 4"12' - 0" 12' - 6" 12' - 2" 14' - 0" 13' - 4" 18' - 0" 12' - 0" 12' - 6" 13' - 8" 14' - 0" 14' - 6" 15' - 0" 15' - 10" 16' - 0" 17' - 0"17' - 0" 17' - 4" 17' - 0" 18' - 0"18' - 0" 18' - 0" 17' - 8" 17' - 0"18' - 0" 18' - 0" L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 18' - 0" L1 23.01 12.03 OFFICE 220 SMALL CONF. 218 S--- P5 OFFICE WORKSTATIONS 201B 18' - 0" A11'-8 1/2" P3 B4 AE501 __________ AE402 C2 D4 AE501 __________ D4 AE501 __________ D4 AE501 __________ TYP. TYP. TYP. D5 AE501 __________ 12.05 TYP. 12.06 12.0612.0612.0612.06 TYP.TYP.TYP.TYP. TYP. 12.06 TYP. 12.06 TYP. 12.06 TYP. 12.06 TYP. L1 18' - 0" 28' - 8" 12' - 0"TYP. 09.14 TYP. 05.10 TYP. 13' - 6" L1 AE111A A1 GYPSUM BOARD -SUSPENDEDA B S D F OPEN TO STRUCTURES C RM NO. ROOM NAME HT C HEIGHT ABOVE FINISHED FLOOR C = CEILING TYPE CEILING TYPE PNT = CEILING FINISHPNT ACOUSTIC PANEL TILE WOOD PANEL OPEN TO STRUCTURE ACOUSTICAL PANEL -VINYL LAMINATED LIGHT FIXTURES MECHANICAL FIXTURES FIRE SPRINKLERS CEILING LEGEND GENERAL NOTES 1. SEE MECHNICAL DRAWINGS FOR DIFFUSER LOCATIONS IN CEILING. CONRACTOR TO COORDINATE W/ LIGHT FIXTURES (AS INDICATED IN ELECTRICAL DRAWINGS) & MOVE DIFFUSERS AROUND THE LIGHT FIXTURES IF THERE IS A CONFLICT. 2. CONTRACTOR SHALL VERIFY W/ ARCHITECT FOR ALL CEILING HEIGHT CLARIFICATIONS. 3. SOME OF THE ITEMS ON CEILING INDICATED IN MECHNICAL & ELECTRICAL DRAWINGS, MAY / MAY NOT BE, INDICATED ON ARCHITECTURAL CEILING PLANS. SEE MECHNICAL & ELECTRICAL DRAWINGS & COORDINATE W/ ARCHITECT FOR ANY REQUIRED CLARIFICATIONS. 4. CONTRACTOR SHALL NOT HANG CEILING PANELS & LIGHTS FROM DUCTS. 5. ALL FIRE SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILES. REFER TO SHEET AE501 FOR TYPICAL CEILING DETAILS. 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 4 5 P M AE111 LEVEL 2 REFLECTED CEILING PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A1 LEVEL 2 RCP 05.10 STEEL JOIST 09.14 SOFTZONE TM. ARCHITECTURAL ACOUSTIC LIGHTING SYSTEM, 4' SIDES EQUILATERAL TRIANGLE, INSTALLATION SEE MANUFACTURE INSTRUCTION 12.03 FOLDING PARTITION 12.05 MOTORIZED ROLLER SHADES 12.06 MANUAL ROLLER SHADES 23.01 AIR DUCT 1 4.30.20 ADDENDUM 1 6 7 8 9 10 11 12 B C D E 11' - 7"15' - 8"6' - 1"15' - 7"5' - 0" 1' - 2 " 2' - 5 " 6' - 5 " 8' - 9 " 2' - 8 " 16' - 1" 15' - 11"4' - 6" 5' - 3"6' - 8"14' - 1" 5"13' - 1" 5' - 2"3' - 5"7' - 9" 3' - 4 " 5' - 7 " 8' - 6 " 10 ' - 7 " 8' - 3 " 4' - 8 " 13 ' - 6 " 4' - 9 " 4' - 1 " 3' - 1 1 " 3' - 6 " 12 ' - 4 " 4' - 4 " 2' - 0 " 2' - 3 " 3' - 2 " 2' - 5 " 6' - 1 0 " 9' - 1 " 12 ' - 8 " 7' - 2" 5' - 1"2' - 3" 7' - 0"3' - 5" 7' - 5"2' - 10"1' - 8" 7' - 0 " 4' - 2"4' - 11"3' - 2"2' - 5"7' - 3"7' - 0" 14' - 4" 3' - 6"12' - 7" 4' - 2"2' - 4"5' - 6"9' - 5"17' - 1" 8' - 3"6' - 3" 7' - 1 0 " 4' - 6 " 7' - 8 " 2' - 1 1 " 3' - 9 " 5' - 1 0 " 3' - 7"4' - 4"4' - 5"5' - 0"4' - 8" 1' - 0"3' - 11"8"3' - 0"5' - 9"4' - 7"3' - 11"3' - 11"3' - 11" 2' - 8 " 6' - 8 " 6' - 2 " 7' - 7 " 3' - 7 " 7' - 1 0 " 8' - 6 " 3' - 1 0 " 7' - 0 " 3' - 2 " 6' - 8 " 2' - 2 " 7' - 1 1 " 7' - 2 " 7' - 8 " 8" 3' - 1 " 4' - 2 " 11 ' - 4 " 1' - 9 " 2' - 8 " 17 ' - 6 " 09.14 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 4 7 P M AE111A ENLARGED REFLECTED CEILING PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 1/4" = 1'-0" A1 OPEN OFFICE RCP 09.14 SOFTZONE TM. ARCHITECTURAL ACOUSTIC LIGHTING SYSTEM, 4' SIDES EQUILATERAL TRIANGLE, INSTALLATION SEE MANUFACTURE INSTRUCTION LEVEL 2 128' -0" LEVEL 3 142' -0" B C D E F ENTRY 201 03.0908.10 08.03 AL4 08.03 AL4 RECESSED ACCESS AREA 19' - 2" GYPCRETE FILLED AREA 59' - 10 1/2" 03.08 2.10 2.10 09.17 03.09 LEVEL 2 128' -0" LEVEL 3 142' -0" 67891011 A2 AE301 __________ HIGH CEILING 146' -0" 09.01 09.14 08.10 08.03 08.03 AL2 06.08 06.03 06.05 P3 B1 09.10 05.10 OF F I C E W A L L H G T . 12 ' - 0 " 11' - 6 1/2" RECESSED ACCESS AREA 34' - 4 1/2" GYPCRETE FILLED AREA 20' - 7 1/2" 03.08 03.09 09.1703.09 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 4 9 P M AE301 BUILDING SECTION BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A2 BUILDING SECTION SCALE: 3/16" = 1'-0" C2 BUILDING SECTION 2.10 EXISTING STRUCTURE, PAINT 03.08 1 1/2" RECESSED FLOOR 03.09 GYPCRETE WITH FLOOR FINISH, RE. FINISH SCHEDULE 05.10 STEEL JOIST 06.03 CABINETS 06.05 COUNTERTOP 06.08 FLAT WOOD VENEER PANEL 08.03 NEW DOOR, RE. DOOR SCHEDULE 08.10 MOTORIZED OVERHEAD GRILLE 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 09.14 SOFTZONE TM. ARCHITECTURAL ACOUSTIC LIGHTING SYSTEM, 4' SIDES EQUILATERAL TRIANGLE, INSTALLATION SEE MANUFACTURE INSTRUCTION 09.17 1 1/2" ACCESS FLOOR 23.03 4' - 10" A2 AE401 __________ 14 T R E A D S @ 1 1 " = 1 1 ' - 1 1 " 4' - 6 " 10 T R E A D S @ 1 1 " = 8 ' - 3 " 1' - 0 " D5 AE401 __________ D2 AE401 __________ D3 AE401 __________ D4 AE401 __________ B5 AE401 __________ 05.13 1' - 0 " AL U M I N U M H A N D R A I L O N L Y 21 ' - 8 " GL A S S P A N E L 3' - 0 " 1' - 0 " STAIR S001 4' -10" THREAD WIDTH 05.11 05.16 09.01 LEVEL 3 MECHANICAL REMODEL PLAN 142' -0" LEVEL 2 128' -0" LEVEL 3 142' -0" Level 2 128' -0" Level 3 142' -0" 7' - 2 " 14 TREADS @ 11" = 11'-11"4' - 6"10 TREADS @ 11" = 8'-3"' 3' - 0 " 3' - 1 3 / 4 " 1' - 0" GLASS PANEL 3' - 0" ALUMINUM RAILING ONLY 21' - 8"1' - 0" 05.13 05.11 2' - 1 0 " 09.01 09.02 03.06 AE401 D5 AE401 D2 AE401 D3 AE401 D4 AE401 C5 STAIR S001 STORAGE 224B P2 AE501 B4 09.02 09.02 P3 M5 GLASS SHOE MOULDING STAINLESS STEEL COVER 1/2" CAP SCREW, 12" O.C. PAINTED STAIR STRINGER, SEE STRUCTURAL 12 GAUGE STEEL PLATE 1 1/2" X 1 1/2" ANGLE CONCRETE FILLED METAL PAN 3' - 6 " (F R O M N O S E O F T R E A D T O T O P O F R A I L ) 2 1/2" GLASS RAILING ALUMINUM TOP RAIL 1/ 2 " M I N GLASS RAILING STAINLESS STEEL COVER 1/2" CAP SCREW, 12"O.C. GLASS RAIL SHOE MOULDING CONCRETE FLOOR SLAB, SEE STRUCTURAL 1/4" MIN HANDRAIL HANDRAIL BRACKET 7/8 " 2" DIA. STEEL PIPE HANDRAIL WOOD BLOCKING 1" CONCRETE SLAB ON GRADE METAL PAN STAIRS STEEL STRINGER, TYPE AND SIZE PER STRUCTURAL TYP 1" 2 " 2" CONCRETE SLAB ON METAL DECK STEEL TUBE METAL PAN STAIRS STEEL STRINGERS, TYPE AND SIZE SEE STRUCTURAL TYP 1" 2 " 2" STRUCTURAL BEAM CONCRETE SLAB ON METAL DECK METAL PAN STAIRS STEEL STRINGER, TYPE AND SIZE PER SRUCTURAL 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 5 1 P M AE401 ENLARGED STAIR PLANS & SECTION BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 1/2" = 1'-0" A1 STAIR S001 PLAN SCALE: 1/2" = 1'-0" A2 STAIR S001 SECTION SCALE:3" = 1'-0"D5 GLASS HANDRAIL DETAIL SCALE: 3" = 1'-0" A5 GLASS HANDRAIL BASE DETAIL SCALE: 3" = 1'-0" C5 HANDRAI @ WALL SCALE: 3" = 1'-0" B5 HANDRAIL @ WALL SCALE:1 1/2" = 1'-0"D2 TYPICAL STAIR AT GRADE SCALE: 1 1/2" = 1'-0" D3 TYPICAL STAIR AT LANDING SCALE: 1 1/2" = 1'-0" D4 TYPICAL STAIR AT LEVEL 03.06 CONCRETE SLAB ON METAL DECK 05.11 CONCRETE FILLED METAL STAIR 05.13 2" DIA ALUMINUM HANDRAIL 05.16 2" DIA, ALUMINUM HANDRAIL W/ GLASS PANEL 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.02 SCHEDULED CEILING, SEE REFLECTED CEILING PLANS Treads should be no less than 11" Risers should be no more than 7" and not less than 4". 1' - 7 1 / 2 " 4'- 2 " 5' - 0 " 3 1 ° 7 4 ° 3 2 ° 43° 9 9 ° 6 5 ° 1 6 °7 0 °110° 45°5 5 ° 6 5 ° 30°30° 8 5 ° 5 0 ° 2 6 ° 63° 1 1 5 ° 90° 2 0 ° 4 5 ° 36°4 4 °5 5 °4 5 ° 1 0 5 ° 75°3 6 ° 3 9 ° 3 0 ° 75° 5 0 °85°4 5 °2 0 ° 5 6°6 7 ° 3 7 ° 116° 6 5 ° 106°7 4 ° 3 5 ° 50° 5 6° 6 5 °1 0 9 °74° 64°2 3° 3 4 ° 4 2 ° 104° 5 3 ° 4 0 ° 3 8 ° 1 4 2 ° 115° 2 7 °3 8 ° 8 3 ° 97° 8 3 ° 97° 1 8 °35°50° 1 0 0 ° 100° 5 7 ° 62°6 3 ° 56 ° 108° 2 3 ° 4 9 ° 90° 4 5 °4 5 ° 3 4 °45° 6 7 ° 3 3 ° 70° 1 1 0 ° 6 6 °2 5 ° 135°4 5 ° 3'-3"5'-6 1/4"3 1/4"4'-5 1/4"5'-6 1/2"7'-4" 7 '-9 " 2 '-1 0 1 /2 " 2'-10 1/2"5'-10 3/4"4'-1 1/4"5'-10"3'-1 1/4"4'-7" 1" 1" 1"1"1" 1" 1"1" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" 4" 4" 4" 3" 3" 3" 3" 3" 2" 2" 1" 1" 1" 7 '-1 0 " 8 '-9" 6'-1" 5'-9" 4 '-1 " 4 ' - 0 " 4 ' - 7 " 6 '-5 " 6'-6" 3'-11"3'-11" 7 '-2 " 5 '-5 " 3'- 6 " 3 '-9 " 2'-1" 4 '-4 " 8'-3" 2'-6 "2'-6" 5'-11" 4 '-4 " 4 '-6 "3'-4" 7'- 8 " 7'-1" 4 '-2 " 4 '-7 " 1'-10" 4 '- 7 " 5 '-4 " 5 '-5 " 5 '-1 1 " 4'-11 "2'-10"4'-0"5 '- 7 " 4 '-4" 5 '-1 0 " 5'-3" C5 AE501 __________ 2'-6" 2 '-1 0 " 2'-6"5'-2 3/4"4'-8 3/4" 7 '-2 " 1 '-3 1 /2 " 3'-11"4'-6" 3 '-1 0 " 2 '-0 3 /4 " 1 '-8 1 /4 " 4 '-1 3 /4 " 4 '-6 " 3 '-6 " 7'-9 1/2" 4 2 ° 4 8 ° 4 8 ° 112° 2 0 ° 3 0 ° 150° 4 1 ° 6 8 °70° 2 0 ° 108° 1 4 2 ° 2 2 ° 3 1 ° 1 9 °76° 2 1 ° 1 2 ° 1 5 ° 3 0 ° 3 0 ° 15° 1 3 6 ° 90° 6 2 ° 72° 4 7 ° 3 7 °9 6° 81°5 5 °4 8 °6 0 ° 116° 6 1 ° 1 3 9° 4 6 ° 75°3 0 ° 69 ° 1 9 ° 7 8° 8 3 ° 121°6 6 ° 114°5 9 ° 19°3 5 °2 8 ° 4 3 ° 54° 8 1 ° 78°4 6 °2 4 ° 3 7 ° 94° 2 0 ° 3 9 ° 51° 3 6 ° 34° 1 0 1 ° 90° 4 9 ° 120° 7 5 ° 3 4 ° 71° 1" 1" 1" 1" 1" 1"1" 1" 4" 4" 4" 4" 2" 2" 2" 2" 2" 2" 2" 2" 3" 3" 3" 3" 3" 3" 2" 4" 2" 3'-10" 5 '-6 " 5'-2" 1' -10 " 2 '-8 " 5'-1" 3'- 7 " 6 ' - 9 " 7'-0" 4 '-1 " 7'-10" 7'-10" 8'-0"5'-0" 4'-6 " 4 ' - 5 " 3 '-6 "4'-0" 2 '-6 " 3 ' - 7 " 4'-10" 4'-6" 5 '-7 " 6'-0" 3 ' - 1 0 " 4'-0" 2 '- 1 0 " 7'-5" 3 '- 8 " 5'-1" 2'-10"2 '-10"3'-7"3'-4" 3 '-7 " D1 AE701 __________ 7 '-1 3 /4 " 7 '-8 1 /2 " 3 '-1 1 /4 " 3'-9 1/2" 8 '-4 1 /2 " 2 '-5 1 /4 " 2 '-1 0 " 4 '-3 3 /4 " 3'-10 1/4" 52° 9 0 ° 3 8 ° 3 8 ° 52° 3 8 ° 8 4 ° 58° 58° 3 2 ° 3 5 ° 2 6 ° 2 9 ° 5 5 ° 1 2 5 ° 29 ° 6 1 ° 1" 3" 2" 4" 2" 3" 1" 5 '-0 " 6 '- 6 " 4 '-8 " 3'-11" 4'-9" 8 '- 0 " 7 8 9 E 1" 6 '-0 " 6'-0 1/4"6'-0" 4'-10"5'-6" 4 '-0 " 7'-5"5'-6"4'-7 1/2"5'-8 1/2"3'-2" 6 '-9 1 /4 " 3 '-1 0 1 /4 " 2'-11"3'-4" 2 '-0 1 /4 " 2 '-0 " 6 '-4 1 /2 " 2 '-3 1 /2 " 2 '-1 0 1 /4 " 2'-1" 2'-2 3/4"2'-3"5'-3 3/4"4'-3 3/4"6'-6"1'-3 1/4"3'-0 1/4"3'-2 1/2"4'-5 1/4"6'-0"6'-0"6'-0" 9 0 ° 9 0 ° 90° 90° 4 5 °4 5 ° 5 5 ° 62°6 3 ° 4 5 ° 45°4 5 ° 4 5 ° 72° 4 5 ° 21 ° 6 9 ° 4 5 ° 4 5 °6 9 ° 66° 45° 15° 7 5 ° 6 4 ° 7 5 ° 5 0° 31°3 1 °4 5 °111° 1 1 7 ° 39°4 5 °4 5 ° 2 1 °2 4° 7 5 ° 119° 6 4 ° 57° 74°4 0 ° 121° 1 0 9 ° 55 ° 7 4 ° 40° 4 2° 2 2 ° 7 8 ° 4 5 °56° 7 5 ° 4 9 °57° 3 4 ° 36°22° 5 2 ° 5 6 ° 4 8 °77° 1 0 1 ° 6 9 ° 7 5 ° 115° 5 1 ° 6 3 °60° 6 4 ° 122° 61°5 6 °3 4 ° 5 2 ° 3 5 ° 94° 6 4 ° 3 9°48° 8 0 ° 6 9 ° 3 4 ° 7 7 °72° 4 9 ° 4 9 ° 3 7 ° 80° 8 6 ° 3 4° 48° 1 1 3 ° 6 5 °8 5 ° 6 1 ° 59° 54° 5 1 ° 4 5 ° 51° 86° 1 0 6 ° 8 2 ° 1 9 ° 67° 5 6 °104° 5 7 ° 6 7 ° 71° 7 6 ° 59° 3 1 ° 3 2° 63° 5 3 ° 5 0 ° 3 7 ° 5 6 ° 37° 4"3" 1" 2" 1" 2" 2" 1"3" 2" 4" 1" 2" 3" 1" 3" 1"1" 1"1" 3" 3"3" 3" 3" 4" 4" 4" 4"4" 4" 4" 2" 2" 2" 2" 2" 2" 2" 2" 1" 1" 1" 1"1" 1"1" 1" 1" 2" 3" 2"4" 2" 3" 2" 4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2" 6'-0" 4 '-1 0 "4 ' - 5 " 5'-7"4 ' - 2 " 1'-5" 4'-2"4'-2" 6' -0" 6 ' - 2 "6 '-7 " 5 '-1 " 3 '- 4 " 4 '-2 " 6 ' - 2 " 3'-4" 6'-1" 3 '-2 " 4 ' - 9 " 4'-4" 3 '-2 " 3'-2" 3'-8" 2' -8" 4 '-7 " 4 '-8 " 2 '-7 " 2'-10" 3 ' - 8 " 3 '-1 1 "2'-8" 4'-8" 4' -5" 4 '-2 " 4'-3"2 '-1 1 " 4 '-2 " 4 ' - 0 "3 '-1 0 "4 '-2"2 '- 0 " 3 '-3 " 3 '-1 0 " 4 '- 2 " 5'-4" 4 '-1 0 " 4'- 3 " 4 '-3 " 4'-8" 4 '- 3 " 4'-11" 4'- 1 0 "3 '-1 1 " 3 '-1 1 " D5 AE501 __________ 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 5 3 P M AE402 ENLARGED ELEVATIONS BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 1/2" = 1'-0" A1 ENLARGED DIMENSION WALL S SCALE: 1/2" = 1'-0" A4 DIMENSION WALL E SCALE: 1/2" = 1'-0" C1 DIMENSION WALL W SCALE: 3/8" = 1'-0" C2 ENLARGED WOOD CEILING SOFFIT C R O S S R U N N E R MAIN RUNNER COMPRESSION STRUT AT EVERY 12'-0" O.C. EACH WAY #12 HANGER WIRE STEEL STUD COMPRESSION POST 45° MAX 45° MAX 45° MAX 45° MAX 5/8" GYPSUM BOARD 1 1/2" RUNNER CHANNELS OAK WOOD PANELS (VARYING 1" - 4" DEPTHS) 1/2" REVEAL 12" SYRUCTURAL BEAM, SEE STRUCTURAL PARTITION SUPPORT 4' - 6" ACOUSTIC CEILING TILE PAINTED GYPSUM BATT INSULATION OPERABLE PARTITION OVERHEA TRACK & SUPPORT, BY PARTITION SUPPLIER 3'-8" WIDE, 3" THICK, 9'-6" TALL OPERABLE PARTITION, PAIR HINGED TAPED JOINT 5/8" GYP. BD. WIRE TIE OR CLIP HANGER WIRE 1 1/2" RUNNER CHANNELS M AIN R U NNERS VERTICAL WIRES 10 GA. @ 2 O.C. C R O SS R U N N E R S 8" MAX WALL LINE 6 '-0 " M A X P E R I M E T E R 1 2 '-0 " T Y P I C A L 1 2 ' - 0 " T Y P I C A L NOTE: 1. A CEILING AREA OF 144 SQ. FT. OR LESS SURROUNDED BY WALLS THAT CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL BE EXEMPT FROM LATERAL LOAD DESIGN REQUIREMENTS OF THESE STANDARDS. 2. IN EACH ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED WITH AN ICC EVALUATED & APPROVED SEISMIC CLIP SYSTEM AND 0.75" OF CLEARANCE TO ALLOW FREE HORIZONTAL MOVEMENT 3. LATERAL CEILING BRACING IS REQUIRED @ 12'-0" O.C.IN BOTH DIRECTIONS FOR ALL CEILINGS GREATER THAN 1,000 SF. 4. CEILING AREAS OVER 2,500 SF MUST HAVE SIESMIC SEPARATION JOINTS 5. LIGHT FIXTURES, MECHANICAL EQUIPMENT, ETC. MUST BE SUPPORTED INDEPENDENT OF THE CEILING SUPPORT/ BRACKETING SYSTEM. SEISMIC JOINT CLIP C R O S S R U N N E R M AIN RU NNER 2' - 0" 1' - 0" 1 ' - 0 " 2 ' - 0 " LAY-IN ACOUSTICAL CEILING TILE SPRINKLER HEAD SPEAKER LAY-IN ACOUSTICAL CEILING TILE E Q E Q EQ EQ LIGHT FIXTURE LAY-IN ACOUSTICAL CEILING TILE E Q E Q EQ EQ 5/8" GYPSUM BOARD BRACING AS REQUIRED 6" METAL STUDS METAL CORNER BEAD (TYP.) LAY-IN ACOUSTICAL CEILING TILE 2" FINISH TO STRUCTURE ABOVE 5/8" GYPSUM BOARD. SEE RCP FOR HEIGHT BRACING AS REQUIRED 6" METAL STUDS METAL CORNER BEAD (TYP.) LAY-IN ACOUSTICAL CEILING TILE, SEE RCP FOR CEILING HEIGHT MI N . 4" 5/8" GYPSUM BOARD METAL STUDS BRACING AS REQUIRED METAL CORNER BEAD (TYP.) BOTTOM OF STRUCTURE 5/8" GYPSUM BOARD BRACING AS REQUIRED METAL STUDS METAL CORNER BEAD (TYP) LAY-IN ACOUSTICAL CEILING TILE SUSPENDED CEILING SYSTEM MI N . 4" 5/8" GYPSUM BOARD METAL STUDS BRACING AS REQUIRED METAL CORNER BEAD (TYP) V A R I E S SUSPENDED CEILING SYSTEM 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM 11 E 2.09 PAINT 09.01 05.0606.04 05.05 05.14 08.09 05.02 ABOVE 2.09 F 1'-0" 09.01 05.06 09.01ALIGN 2.09 SCHEDULED FLOOR TILE SOLID GROUT SCHEDULED CARPET SCHLUTER SCHIENE METAL TRANSITION IN ALUMINUM SUBFLOOR - FLOAT AS NECESSARY TO ALIGN OAK WOOD PANELS (VARYING 1" -4"DEPTHS) 1/2" OAK WOOD TRIM @ REVEALS & BASE Z CLIPS 140' - 0" T.O. WALL 12'-0" A.F.F. 138' - 0" B.O. CLG 10'-0" A.F.F. 09.01 05.06 09.02 05.06 09.16 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 3 : 5 5 P M AE501 PLAN AND CEILING DETAILS BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 2.09 EXISTING WALL 05.02 STRUCTURAL BEAM 05.05 2 1/2" METAL STUD 05.06 3 5/8" 20 GAUGE METAL STUD 05.14 STEEL COLUMN FOR OVERHEAD DOOR 06.04 WOOD BLOCKING 08.09 OVERHEAD GRILLE TRACK 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.02 SCHEDULED CEILING, SEE REFLECTED CEILING PLANS 09.16 CEILING HANGER WIRE SCALE: 1 1/2" = 1'-0" C1 OPERABLE DOOR TRACK DETAIL SCALE: 3" = 1'-0" B5 GYP. BD. DETAIL SCALE: 3" = 1'-0" A5 SEISMIC BRACING DETAIL SCALE: 3" = 1'-0" A4 SEISMIC BRACING DETAIL SCALE: 3" = 1'-0" A3 SEISMIC BRACING DETAIL SCALE: 1 1/2" = 1'-0" A1 SPRINKLER HEAD PLACEMENT SCALE: 1 1/2" = 1'-0" A2 TYP LAYOUT OF FIXTURES AT ACOUSTICAL CEILING SCALE: 1 1/2" = 1'-0" B6 SOFFIT DETAIL SCALE: 1 1/2" = 1'-0" B2 CEILING TRANSITION 01 SCALE: 1 1/2" = 1'-0" B1 CEILING CORNER DETAIL SCALE: 1 1/2" = 1'-0" B3 CEILING TRANSITION 02 SCALE: 1 1/2" = 1'-0" B4 CEILING TRANSITION 03 SCALE: 1 1/2" = 1'-0" C3 OVERHEAD GRILLE TRACK DETAIL SCALE: 1 1/2" = 1'-0" C4 DOOR JAMB DETAIL SCALE: 1" = 1'-0" D3 CARPET TO TILE SCALE: 1 1/2" = 1'-0" C5 WOOD PANEL DETAILS SCALE: 3/4" = 1'-0" D4 CEILING DETAIL SCALE: 1" = 1'-0" D5 WOOD CEILING DETAIL 7'- 2 " G-1T 2" 7' - 0 " 2"2' - 0"2"3' - 0"2" 5' - 6" B2 AE601 __________ B1 AE601 __________ G-1T G-1T 2"3' - 0"2"EQ 2"EQ 2" 7' - 0 " 2" 7' - 2 " 11'-11 1/2" B3 AE601 __________ C3 AE601 __________ D2 AE601 __________ G-1T G-1TG-1T 7' - 0 " 2" 2' - 8 " 2" 2"3' - 0"2"4' - 10"2" 10 ' - 0 " 1/4" TEMPERED GLASS GLAZING TYPE G1-T GLAZING SCHEDULE G1 4"4" 4 7/8" HOLD STUD 1" AWAY FROM STRUCTURE EXTEND GYPBOARD TO STRUCTURE @ SOUND WALL SCHEDULED CEILING SCHEDULED BASE ACOUSTICAL SEALANT TOP METAL DEFLECTOR TRACK, ANCHOR TO STRUCTURE BRACE WALLS AS REQUIRED EXTEND GYPBOARD TO STRUCTURE AT SOUND WALL SCHEDULED CEILING 5/8" GYPSUM BOARD 3 5/8" METAL STUDS CONTINUOUS METAL RUNNER, ANCHOR TO STRUCTURE SCHEDULED BASE ACOUSTICAL SEALANT FINISH FLOOR LINE P3 P3S W/ SOUND INSULATION BATT INSULATION AT SOUND WALL DO NOT SCREW TO TOP TRACK 4" SCHEDULED CEILING 5/8" GYPSUM BOARD 3 5/8" METAL STUDS CONTINUOUS METAL RUNNER, ANCHOR TO STRUCTURE SCHEDULED BASE FINISH FLOOR LINEF3 F3S W/ SOUND INSULATION MIN 1/2"4 1/4" BATT INSULATION @ SOUND WALL TOP METAL TRACK, ANCHOR EVERY THIRD STUD TO STRUCTURE W/ 22 GAUGE BRACKET MATCH EXISTING W/ SOUND INSUL. WIDTH MAY VARYP3S-E NOTE: WALLS TO EXTEND TO DECK ABOVE UNLESS NOTED OTHERWISE 7' - 0 " 2" 7' - 2 " G-1T 2"3' - 0"2"4' - 9"2" 8'-3" 2"4' - 10"2"3' - 0"2" 10 ' - 0 " G-1T G-1TG-1T G-1T 2" 6' - 1 0 " 2" 2' - 8 " 2" LINE OF CEILING @ TRANSOM CONDITION ROOM SIDE CORRIDOR SIDE PARTITION, SEE PLANS FOR TYPE HOLLOW METAL FRAME STRAPS, ATTACH TO FRAMING WITH #8 PAN HEAD S.M.S.(TYP.) HEADER, SEE SCHEDULE 1/8 1/2 1/2" 2" 1" 5/ 8 " SCHEDULED DOOR TYPE HOLLOW METAL FRAME, STRAPS ATTACH TO FRAMING W/ #8 PAN HEAD S.M.S TYPICAL SCHEDULED DOOR TYPE PARTITION, SEE PLANS FOR TYPE DOUBLE 18 GAUGE STUDS AT JAMB, EXTEND TO UNDERSIDE OF STRUCTURE ABOVE NOTE: ONLY AT ROOMS 225, 226, AND 227 ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM STOREFRONT WALL SYSTEM 1 1/2" 1/2" 1 1/2" ALIGN ALIGN JAMB STUD OPEN SIDE OUT @ GLAZED FRAME GLAZING, SEE SCHEDULE 5/8"GYPSUM BOARD 7/8" 1/2" SCH'D PARTITION SCH'D PARTITION 1/2" 1 1/2" JAMB STUD OPEN SIDE OUT @ GLAZED FRAME JAMB REFER TO JAMB SCHEDULE 3/A8.01 1/2" BACKER ROD & SEALANT SINGLE GLAZING SYSTEM STRAPS ATTACH TO FRAMING W/ #8 PAN HEAD S.M.S TYPICAL 1/21/8 SCHEDULED DOOR HOLLOW METAL FRAME PARTITION, SEE PLANS FOR TYPE LINE OF WALL WHERE OCCURS (TYP.) 3" 1/4" SHIM W/ BACKER ROD & SEALANT ABOVE GASKETED HEAD RECEPTOR CHANNEL SINGLE GLAZING SYSTEMBACKER ROD & SEALANT FIRE RATED 2x WOOD BLOCKING; ANCHOR TO BOTTOM TRACK (FLUSH UP W/ SHEATHING) SCHEDULED CEILING, SEE REFLECTED CEILING PLAN PARTITION, SEE PLANS FOR TYPE DE 2"4'-2"2"3'-0"2" 7'-8" G-1T 7' - 0 " 2" 7' - 2 " 2" 1" 0" 54321 54321 D C B A DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 4 0 : 5 5 P M AE601 DOOR SCHEDULE, TYPES, AND DETAILS BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 Door Schedule Level Mark Width Height Panel: Thickness Panel: Type Panel: Type 2nd Leaf Panel: Finish Frame: Type Frame: Finish Door: Fire Rating Minutes Hardware Comments LEVEL 2 201 3' - 0" 7' - 0" 1 3/4" P30 Aluminum AL3 Aluminum 0 A1 CARD READER LEVEL 2 201A 28' - 0" 17' - 0" 1 3/4" P65 Steel F65 HM 0 01 LEVEL 2 202 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 203 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 204 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 05 LEVEL 2 205 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 206 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 207 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 208 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 209 3' - 0" 7' - 0" 1 3/4" P20 Oak F00 HM 0 05 LEVEL 2 210 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW DOOR & HARD WARE LEVEL 2 211 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW DOOR & HARD WARE LEVEL 2 212 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 213 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 02 CARD READER LEVEL 2 214 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW DOOR & HARD WARE LEVEL 2 216 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 217 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 218 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 219 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 220 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 221 3' - 0" 7' - 0" 1 3/4" P20 Oak F00 HM 0 05 LEVEL 2 222 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 03 CARD READER LEVEL 2 223 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 224 3' - 6" 7' - 0" 1 3/4" P00 Oak F00 HM 0 08 LEVEL 2 224A 3' - 0" 7' - 0" 1 3/4" P00 Oak AL1 Aluminum 0 09 LEVEL 2 224B 6' - 0" 7' - 0" 1 3/4" P00 P00 Oak F00 HM 0 06 LEVEL 2 224C 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 03 CARD READER LEVEL 2 225 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 226 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 227 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04 LEVEL 2 229 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 2 230 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 LEVEL 3 301 3' - 6" 7' - 0" 1 3/4" P00 Oak F00 HM 0 07 SCALE:1/4" = 1'-0"A3 HOLLOW METAL INTERIOR DOOR FRAMES F00 F21 SCALE: 1/4" = 1'-0" A5 DOOR PANELS P00 WOOD OR METAL SCALE: 1/4" = 1'-0" A4 ALUMINUM STOREFRONT AL4 P30 ALUMINUM FINISH LEGEND CODE PRODUCT TYPE MANUFACTURER STYLE COLOR SPECIFICATIONS NOTES BASE B1 RUBBER BASE ROPPE STANDARD LUNAR DUST 114 4" STANDARD WITH TOE GENERAL BASE B2 PORCELAIN BASE DALTILE PORTFOLIO ASH GREY FF05 BULLNOSE BASE, P-43C9, 3"X12"ENTRY CEILING C1 ACOUSTIC CEILNG TILE ARMSTRONG OPTIMA WHITE 2'X2', BEVELED TEGULAR, FINE TEXTURE, SUPRAFINE XL GRID IN WHITE, 9/16" GENERAL CEILING TILE FLOOR F1 CARPET TILE INTERFACE REINCARNATION REDO GREIGE 50CM X 50CM, INSTALL: BRICK, USE ALUMINUM SCHLUTER SCHIENE FOR TRANSITIONS GENERAL FLOORING,* PROVIDED BY OWNER F2 PORCELAIN TILE DALTILE PORTFOLIO ASH GREY FF05 6"X24" PLANK, INSTALL: 33% RUNNING BOND, GROUT: MAPEI STANDARD COLOR, TO BE SELECTED BY ARCHITECT. ENTRY MILLWORK M1 LAMINATE FORMICA - GRAPHITE 837-58 MATTE GENERAL CABINETTRY M2 QUARTZ COUNTERTOP CAESARSTONE - QUARTZ REFLECTIONS 7141 3CM, EASED EDGE GENERAL COUNTERTOPS M4 CABINET HARDWARE PULL HAFELE 116.07.628 BRUSHED NICKEL 4"ALL CABINETS M5 WOOD VENEER PANELS TBD DIMENSIONAL RED OAK, CLEAR COAT MATCH TO ARCHITECTS SAMPLE/EXISTING. SEE DETAILS WALL PANELS PAINT P2 PAINT SHERWIN WILLIAMS SW7565 OYSTER BAR EGSHELL AT WALL GENERAL WALL PAINT P3 PAINT SHERWIN WILLIAMS SW7605 GALE FORCE EGSHELL AT WALLS ACCENT PAINT P5 PAINT SHERWIN WILLIAMS SW7669 SUMMIT GRAY FLAT ON CEILINGS, EGSHEL ON WALLS START AT 19'-7" TO DECK, ON ALL WALLS IN OPEN OFFICE SPECIALTY FP1 FOLDING PARTITION FINISH HUFCOR CAIRN GREY 44-305 BASIS OF DESIGN- TO BE CHOSEN FROM STANDARD LINE TRAINING ROOM L1 LIGHTING AXIS LIGHTING SOFTZONE RED OAK CUSTOM PAINT COLOR TO MATCH RED OAK FOR FRAME CEILING LIGHT FINISH W1 WINDOW FILM 3M FASARA CRYSTAL FROST/MAT SH2MACRX2, 50"X94"CONF. ROOMS WALL M3 FELT PANELS FILZFELT 3MM WALLCOVERING ASCHE 170 3MM, DIRECT GLUE SM. CONFERENCE WALL ACCENT SCALE:1 1/2" = 1'-0"A1 WALL TYPES AL1 AL5 P20 WOOD W/ HALF GLASS SCALE:3" = 1'-0"B1 INTERIOR HM DOOR HEAD SCALE: 3" = 1'-0" B2 INTERIOR HM DOOR JAMB SCALE: 3" = 1'-0" A2 ALU. JAMB DETAIL SCALE: 3" = 1'-0" C2 STOREFRONT JAMB SCALE: 3" = 1'-0" C3 STOREFRONT JAMB SCALE: 3" = 1'-0" B3 STOREFRONT SILL SCALE: 3" = 1'-0" C1 DUAL EGRESS DOOR JAMB SCALE: 3" = 1'-0" D2 STOREFRONT HEAD P65 MOTORIZED OVERHEAD GRILLE AL2 AL3 1 4.30.20 ADDENDUM 1 2 ' - 1 0 " 1 ' - 8 " 2 ' - 6 " 102 2'-0" 254 2'-0" 301 1'-0" 326 1'-0" M1 M1 M1 M1 2' - 6"1' - 6" 06.06 M2 11.03 09.01 09.10 08.0308.03 P2 B1 06.09 M4 1 ' - 3 " 1 ' - 3 " 1 ' - 8 " 2 ' - 1 0 " 2' - 0" 326 1'-0" 102 2'-0" M1 M1 06.06 M2 09.01 P2 08.03 09.01 P3 09.10 B1 09.01 P5 OPEN TO BEYOND 08.0305.11 05.16 1 9 ' - 6 " 06.09 M4 06.07 06.08 M5 M5 08.1008.03 AL4 09.14 L1 4' - 0" 1 8 ' - 0 " 09.01 P5 AE402 C1 09.01 P2 08.01 06.07 M5 08.03 C5 AE501 __________ 05.13 05.13 05.16 05.11AL2 09.10 B1 AE402 A1 D5 AE501 __________ 09.1809.18 09.18 4 '-4 " 08.01 06.07 06.08 M5 M5 AL1 C5 AE501 __________ 12.04 AE402 A4 D1 AE701 __________ 3 '-6 " 06.05 06.03 M2 M2 4 1/2" 8'-0" 26.03 1 ' - 8 " M1 1 5 0 °3 5 ° M5 05.17 D1 AE701 __________ 3 '-6 "9 1/2" 3'-0"06.05 06.03 M1 M2 2 '-1 0 " 09.01 P2 06.06 M1 M2 1' - 6"2' - 6"2' - 6" 254 2'-0" 102 2'-0" 102 2'-0" M1M1 301 1'-0" 302 1'-0" 302 1'-0" M1 M1 M1 1 ' - 8 " 2 ' - 6 " 11.01 22.07 11.04 11.05 06.09 M4 09.01 08.03 09.10 06.06 P2 B1 4 " 2 ' - 1 0 " 2' - 6"1' - 6" 2' MIN. CLEAR 102 2'-0" M1 M2 11.02 06.09 M4 09.13 09.10 B1 M3 LAMINATE 6" STUD WALL CHASE LAMINATE FACE POWER/DATA GROMMET 3/4" PLYWOOD 3/4" PLYWOOD QUARTZ COUNTERTOP, MITER EDGES GENERAL NOTES 1. SEE FINISH LEGEND AE601 FOR ALL FINISHES 2. CONTRACTOR TO PROVIDE BACKING AT ALL MILLWORK LOCATIONS 3. ALL CABINETS AND INTERIOR SHELVES TO BE WHITE MELAMINE. 4. PROVIDE FILLER CABINETS WHERE THEY MEET WALLS. 5. IN AREAS WHERE NO WALL FINISH IS DEFINED, REFER TO INTERIOR ELEVATIONS AND ENLARGED PLANS. WHERE NO FINISH IS DEFINED MATCH TO ADJACENT WALL OR FLOOR. 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 4 : 0 3 P M AE701 ELEVATIONS BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 1/4" = 1'-0" C2 COPY AREA CORRIDOR W SCALE: 1/4" = 1'-0" C3 OPEN AREA COPY W SCALE: 1/4" = 1'-0" A4 OPEN AREA E SCALE: 1/4" = 1'-0" A2 OPEN AREA S SCALE: 1/4" = 1'-0" A1 RECEPTION W SCALE: 1/4" = 1'-0" B1 RECEPTION FRONT SCALE: 1/4" = 1'-0" B2 RECEPTION SIDE SCALE: 1/4" = 1'-0" B3 BREAK SPACE E SCALE: 1/4" = 1'-0" C1 HOSTING COUNTER E 05.11 CONCRETE FILLED METAL STAIR 05.13 2" DIA ALUMINUM HANDRAIL 05.16 2" DIA, ALUMINUM HANDRAIL W/ GLASS PANEL 05.17 1/4" ALUMINUM REVEAL 06.03 CABINETS 06.05 COUNTERTOP 06.06 COUNTERTOP WITH 4" BACKSPLASH 06.07 DIMENSIONAL WOOD VENEER PANEL 06.08 FLAT WOOD VENEER PANEL 06.09 CABINET HARDWARE 08.01 ALUMINUM STOREFRONT WALL SYSTEM 08.03 NEW DOOR, RE. DOOR SCHEDULE 08.10 MOTORIZED OVERHEAD GRILLE 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 09.13 ACOUSTIC FELT PANEL 09.14 SOFTZONE TM. ARCHITECTURAL ACOUSTIC LIGHTING SYSTEM, 4' SIDES EQUILATERAL TRIANGLE, INSTALLATION SEE MANUFACTURE INSTRUCTION 09.18 WINDOW FILM 11.01 OWNER PROVIDED REFRIGERATOR 11.02 OWNER PROVIDED UNDERCOUNTER REFRIGERATOR 11.03 OWNER PROVIDED COPY/PRINT/SCAN 11.04 OWNER PROVIDED MICROWAVE 11.05 GARBAGE DISPOSAL 12.04 STAND OFF ALUMINUM SIGNAGE, BY OWNER 22.07 SINK 26.03 PROVIDE POWER/DATA AT CENTER OF COUNTERTOP, CLOSABLE GROMMET SCALE: 1/4" = 1'-0" D2 TYPICAL WALL- CONF. ROOMS SCALE: 1/2" = 1'-0" D1 DESK SECTION 1 4.30.20 ADDENDUM 1 UP J J special 60" special 60" special 60" Cut around column special 60" special 60" special 60" special 60" special 60" 08.08 OFFICE 202 OFFICE 203 ENTRY 201 OFFICE 230 OFFICE 229 TRAINING 224 SMALL CONF. 227 SMALL CONF. 226 SMALL CONF. 225 PHOTO 204 STORAGE 224B SMALL CONF. 223 SMALL CONF. 219 HOSTING 221 OFFICE 217 OFFICE 216 OFFICE 214 OPEN OFFICE 213 OFFICE 212 OFFICE 211 OFFICE 210 OFFICE 209 OFFICE 208 OFFICE 207 OFFICE 206 OFFICE 205 STAIR S001 OPEN OFFICE 201A SMALL CONF. 218 CORRIDOR 222 OFFICE 220 6 0 / 6 6 60/66 60/66 60/66 6 0 / 6 6 60/66 X B X B A H L AHL A H L A H L A H L A H L AHL A H LXB X B X B X B 2 4 /4 2 2 4 /4 2 60/4260/42 2 4 /6 0 -F P -C L 32 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 36 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 36 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 3 0 / 6 0 2 6 /5 2 36 32 2 4 /6 0 -F P -C L 42 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 2 4 /6 0 -F P -C L 32 2 4 /6 0 -F P -C L 36 36 L S L / 1 8 L S L / 1 8 L S L / 1 8 L S L / 1 8 L S L /1 8 L S L / 1 8 L S L / 1 8 LSL/18 L S L /1 8 LSL/18 L S L / 1 8 L S L / 1 8 L S L /1 8 L S L / 1 8 LSL/18 L S L / 1 8 LSL/18 L S L / 1 8 L S L / 1 8 L S L /1 8 LSL/18 L S L /1 8 LSL/18 L S L /1 8 L S L / 1 8 L S L / 1 8 LSL/18 L S L / 1 8 LSL/18 L S L / 1 8 LSL/18 L S L / 1 8 LSL/18 LSL/18LSL/18 L S L / 1 8 L S L / 1 8 L S L / 1 8 LSL/18 LSL/18 C F E - D - C C F E -D -C C F E - D - C C F E -D -C C F E - D - C C F E - D - C C F E - D - C C F E -D -C L F /2 /3 0 L F /2 /3 0 LF/2/30LF/2/30 LF/2/30 LF/2/30 L F / 2 / 3 0 L F /2 /3 0 L F / 2 / 3 0 L F / 2 / 3 0 LF/2/30 L F / 2 / 3 0 L F / 2 / 3 0 L F / 5 / 4 2 L F / 5 / 4 2 L F / 5 / 4 2 L F / 5 / 4 2 L F / 5 / 4 2 L F /2 /3 0 L F /2 /3 0 L F /2 /3 0 CW BBF/15 BBF/15 C W B B F /1 5 C W B B F /1 5 BBF/15 CW C W B B F / 1 5 BBF/15 CW B B F / 1 5 BBF/15 CW BBF/15 PF BBF/15 BBF/15 PF B B F / 1 5 B B F /1 5 C W CW BBF/15 B B F / 1 5 BBF/15 CW BBF/15 BBF/15 C W B B F / 1 5 C W B B F /1 5 C W B B F / 1 5 CW BBF/15 B B F / 1 5 C W B B F / 1 5 C W B B F / 1 5 B B F / 1 5 C W BBF/15 C W B B F /1 5 C W B B F /1 5 C W B B F /1 5 M O V E S E R I E S 1 S E R I E S 1 A M I A MOVE J E N N Y P L A Y E R A M I A CG _ 1 J E N N Y M O V E M O V E AMIA SERIES1 M O V E A M I A P L A Y E R P L A Y E R M O V E C G _ 1 A M I A A M I A M O V E SERIES1 PL A Y E R S E R I E S 1 PLAYER S E R I E S 1 A M I A PLAYER A M I A SERIES1SERIES1 P L A Y E R A M I A M O V E P L A Y E R J E NN Y M O V E S E R I E S 1 P L A Y E R A MIA S E R I E S 1 M O V E P L A Y E R AM IA M O V E P L A Y E R M O V E PL A Y E R M O V E M O V E M O V E M OVE MOVE P L A Y E R A M I A M O V E A M I A M O V E M O V E M O V E AMIA SERIES1 S ER I ES 1 M O V E M O V E JE N N Y M O V E S E R I E S 1 P L A Y E R PLAYER JE N N Y S E R I E S 1 M O V E M O V E AMIA M O V E AMIA M O V E S E R I E S 1 P L A Y E R J E N N Y M O V E P L A Y E R SERIES1 P L A Y E R M O V E P L A Y E R S E R I E S 1 A M I A A M I A SE R I E S 1 M O V E M O V E A M I A MIL L B R A E M O V E M O V E J E NN Y M O V E JE N NY M I L L B R A E M O V E M O V E MO V E M O V E SERIES1 MOVE AMIA PLAYER P L A Y E R M O V E SERIES1 J E N N Y S E R I E S 1 M O V E M O V E A M I A J E NN Y SERIES1 M O V E P L A Y E R M O V E MOVE J E N N Y MO V E A M I A M O V E MO V E S E R I E S 1 M O V E J E N N Y PL A Y E R PLAYER PL A Y E R M O V E SE R I E S 1 AMIA S E R I E S 1 P L A Y E R M O V E M O V E MOVE SERIES1 SERIES1 PL A Y E R M O V E AMIA M O V E SERIES1 A M I A PL A Y E R MOVE M O V E P L A Y E R P L A Y E R A M I A P L A Y E R P L A Y E R A M I A P L A Y E R P L A Y E R A M I A M O V E M O V E 24/60 2 4 /7 2 2 4 / 6 6 24/48/48/24 24/48 2 4 / 7 2 2 4 /4 8 /4 8 /2 4 24/48 24/48/48/2 4 2 4 / 4 8 24/48 24/60 2 4 / 4 8 / 4 8 / 2 4 3 0 / 6 6 24/60 3 0 / 4 8 2 4 / 4 8 2 4 / 4 8 / 4 8 / 2 4 24/4 8/48/24 2 4 / 4 8 2 4 / 6 6 2 4 / 6 0 24 / 6 0 2 4 /48 / 4 8 /2 424/60 2 4 / 6 0 24/6 6 24/48 24/60 2 4 / 4 8 24/6024/60 2 4 / 6 0 24 / 6 0 24/48 24/ 7 2 2 4 / 4 8 2 4 / 6 6 24/4 8/48/2 4 3 0 / 4 8 24/48/48/24 24/60 24/48 24/48 2 4 / 6 0 24/60 24/7 2 2 4 / 7 2 3 0 / 4 8 3 0 / 4 8 24/6 6 24/60 24/4 8/48/24 30 / 4 8 3 0 / 4 8 3 0 / 2 4 2 4 /48 / 4 8 /2 4 30 / 4 8 24/48 2 4 / 6 0 24 / 6 0 24/6 6 3 0 / 4 8 2 4 / 6 0 2 4 / 6 6 2 4 / 6 0 3 0 / 4 8 24/48 24/48/4 8/24 24/60 2 4 / 4 8 / 4 8 / 2 4 2 4 / 4 8 30 / 4 8 24/60 2 4 / 6 0 24/60 30/6 6 24/66 2 4 / 6 0 2 4 / 4 8 30 / 2 4 24/66 24 / 6 0 2 4 / 7 2 24/4 8/48/2 4 24 / 6 0 24/48/48/2 4 24 / 6 0 2 4 / 7 2 24/ 4 8 / 4 8 / 2 4 W C WC OH/60/16 O H / 2 4 / 1 6 T B / 4 8 W C OH / 4 8 / 1 6 O H / 6 0 / 1 6 O H / 4 8 / 1 6 OH / 4 8 / 1 6 T B / 4 8 W C TB / 4 8 OH/60/16 W C TB / 4 8 WC W C WC T B / 4 8 W C WC O H / 6 0 / 1 6 OH/48/16 O H / 4 8 / 1 6 O H / 4 8 / 1 6 T B / 4 8 OH/48/16 W C OH / 4 8 / 1 6 O H / 4 8 / 1 6 TB/48 W C T B / 4 8 O H / 4 8 / 1 6 TB / 4 8 TB/48 T B / 4 8 W C T B / 4 8 T B / 2 4 O H / 4 8 / 1 6 WC OH/60/16 O H / 4 8 / 1 6 O H / 4 8 / 1 6 O H / 4 8 / 1 6 TB / 4 8 W C T B / 4 8 W C TB / 4 8 W C OH / 4 8 / 1 6 OH/60/16 WC OH / 4 8 / 1 6 OH/60/16 O H / 4 8 / 1 6 T B / 4 8 O H / 4 8 / 1 6 WC W C T B / 4 8 TB/48 T B / 4 8 W C WC TB/48 OH/60/16 TB/48 WC OH/48/16 TB / 4 8 T B / 4 8 OH/48/16 W C O H / 4 8 / 1 6 W C OH/48/16 T B / 4 8 W C TB/48 O H / 4 8 / 1 6 O H / 4 8 / 1 6 OH/48/16 WC OH / 4 8 / 1 6 WC O H / 6 0 / 1 6 O H / 4 8 / 1 6 O H / 6 0 / 1 6 T B / 4 8 T B / 4 8 O H / 4 8 / 1 6 O H / 4 8 / 1 6 OH/48/16 TB/48TB/48 O H / 4 8 / 1 6 O H / 4 8 / 1 6 OH/48/16 EP / 2 4 PS/30 COL FMB PS/30 COL FMB C S CS C S CANT CANT P S / 3 0 C O L F M B C S CS CS CANT CANT CS C S CS C A N T C A N T CANTEP / 2 4 SS SS CANT CS C S C S C O L SS CANT EP/30 EP/30 C A N T C A N T C S C S CS CS CS C S C A N T E P / 2 4 P S / 3 0 C O L F M B E P / 2 4 FM B CS CS C S FMB C A N T P S / 3 0 C O L F M B CANT C A N T C A N T FMBFMB E P / 2 4 FM B CANT PS / 3 0 CO L FM B C A N T C A N T P S / 3 0 C O L F M B CS C S CS C S C S CSFMB CANTCANT CANT CANT F M B EP / 2 4 PS / 3 0 CO L FM B P S / 3 0 C O L F M B C A N T C A N T EP/30 EP/30 PS / 3 0 CO L FM B CANT C S C S CS E P / 3 0 E P / 3 0 C A N T C A N T C A N T CS CS C S E P / 3 0 E P / 3 0 CANT CANT C A N T FM B P S / 3 0 C O L F M B C A N T C A N T F M B P S / 3 0 C O L F M B F M B C A N T C A N T CANT CANT C S C S CS CANT CS C S C S C A N T C A N T E P / 3 0 E P / 3 0 SS SS F M B FMB CO L S S P S / 3 0 C O L F M B F M B C A N T C A N T CA N T PS/30 COL FMB FM B P S / 3 0 C O L F M B CS C S CS FM B CS C S CS FM B P S / 3 0 C O L F M B C S CS CS A N A N A N AEAE AE AXAX AX AP APAP A Y A Y A Y A N A N A N A Y A Y A Y A N A N A N A N A N A N A E A E A E AZAZ AZ AEAE AE BABA BA A E A E A E AKAK AK AP APAP AQ AQ AQ AKAK AK AW AW AW A Q A Q A Q A N A N A N AEAE AE AXAX AX AM AM AM A F A F A F A P A P A P A N A N A N AEAE AE A N A N A N A X A X A X AEAE AE A X A X A X A N A N A N AF AF AF A O A O A O AF AF AF A Y A Y A Y AF AF AF AN AN AN AXAX AX A N A N A N AQ AQ AQ AQ AQ AQ A F A F A F AEAE AE AXAX AX A E A E A E A P A P A P A N A N A N A Q A Q A Q A X A X A X A N A N A N B B B B B B A O A O A O A Q A Q A Q A X A X A X AF AF AF AM AM AM A N A N A N A Y A Y A Y AP APAP A N A N A N AXAX AX A W A W A W AQ AQAQ A Y A Y A Y A P A P A P A X A X A X AXAX AX A E A E A E A X A X A X A N A N A N A N A N A N A Q A Q A Q AN AN AN 48 / 3 0 48 / 3 0 4 8 / 3 0 4 8 / 3 0 48 / 3 0 4 8 / 3 0 L 5 4 E54 T5 4 L54 E 5 4 E 5 4 X54-66-54-66 I 5 4 E42 E54 T 5 4 - 6 6 - 5 4 E 5 4 E54 E5 4 E 5 4 E54 L42 E 5 4 E54 E5 4 E 5 4 E54 E54 E54 X 3 0 - 5 4 - 3 0 - 5 4 E 3 0 E 5 4 E 5 4 E54 X 30 -5 4 -30- 54 X 54 I42 X 54 E54 E5 4 E 5 4 T 5 4 E 5 4 E42 E54 E 5 4 X 54 -5 4 -54- 30 I 5 4 E 5 4 E 6 6 E 5 4 X 30 -5 4 -30- 54 X54-6 6-54-6 6 E5 4 X 54 T 5 4 X 54 -5 4 -54- 30E 5 4 E 5 4 E 5 4 E54 I 5 4 E5 4 I 5 4 E 5 4 X 3 0 - 5 4 - 3 0 - 5 4 E 5 4 T 5 4 E 5 4 E 5 4 X 54 E5 4 E 5 4 I 5 4 L42 X 54 E54 E 5 4 E54 T 5 4 T 5 4 E54 4 8 / 5 4 30 / 5 4 42 / 5 4 4 8 / 5 4 4 8 / 5 4 4 8 / 5 4 4 8 / 5 4 4 8 / 5 4 3 0 / 5 4 60 / 5 4 30 / 5 4 42 / 5 4 3 0 / 5 4 24/54 60/54 2 4 / 5 4 4 8 / 5 4 30 / 5 4 42 / 5 4 4 8 / 5 4 30 / 5 4 4 8 / 5 4 4 2 / 5 4 30 / 5 4 4 2 / 5 4 4 8 / 5 4 3 6 / 5 4 4 8 / 5 4 48/54 42 / 5 4 4 8 / 5 4 24/54 24/54 30 / 5 4 42 / 5 4 3 0 / 5 4 4 8 / 5 4 2 4 / 5 4 4 2 / 5 4 4 8 / 5 4 7 2 / 5 4 3 6 / 5 4 2 4 / 5 4 4 2 / 5 4 4 8 / 5 4 4 8 / 5 4 4 8 / 5 4 42 / 5 4 6 0 / 5 4 24 / 5 4 4 8 / 5 4 4 2 / 5 4 42 / 5 4 3 0 / 5 4 4 2 / 5 4 4 8 / 5 4 4 8 / 5 4 2 4 / 5 4 48/54 F G / 4 8 - R F G / 3 0 - R F G / 7 2 - R F G / 3 0 - R FG / 3 0 - R FG / 3 0 - R FG / 3 0 - R FG/48-R FG / 4 2 - R FG/48-R FG / 3 0 - R FG/48-R FG / 3 0 - R FG / 6 0 - R FG/48-R F G / 3 0 - R FG / 3 0 - R F G / 3 0 - R 32 4 5 6 7 8 9 10 11 12 UP 32 4 5 6 7 8 9 10 11 12 B C D E F G ALIGN ALIGN AE6015 AE6017 AE701 D2 AE601 8 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 4 : 0 4 P M AF101 FURNITURE PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A1 LEVEL 2 FURNITURE PLAN - FOR REFERENCE ONLY UP OFFICE F1 P2B1 202 OFFICE F1 P2B1 203 ENTRY F2 P2B2 201 OFFICE F1 P2B1 230 OFFICE F1 P2B1 229 TRAINING F1 P2B1 224 SMALL CONF. F1 P2B1 227 SMALL CONF. F1 P2B1 226SMALL CONF. F1 P2B1 225 PHOTO F1 P2B1 204 STORAGE F1 P2B1 224B SMALL CONF. F1 P2B1 223 SMALL CONF. F1 P2B1 219 HOSTING F1 P2B1 221 OFFICE F1 P2B1 217 OFFICE F1 P2B1 216 OFFICE F1 P2B1 214 OPEN OFFICE F1 P2B1 213 OFFICE F1 P2B1 212 OFFICE F1 P2B1 211 F1 P2B1 210 OFFICE OFFICE F1 P2B1 209 OFFICE F1 P2B1 208 OFFICE F1 P2B1 207 OFFICE F1 P2B1 206 OFFICE F1 P2B1 205 08.08 CORRIDOR F1 P1B1 222 M5 M5 M5 M3 M3 M3 M3 M3M3 P3 OFFICE WORKSTATIONS 201B SMALL CONF. F1 P2B1 218 F1 P2B1 220 OFFICE Floor Finish Legend F1 F2 Calculating... D3 AE501 __________ D3 AE501 __________ D3 AE501 __________D3 AE501 __________D3 AE501 __________ TYP. INSTALL DIRECTION 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 2 : 1 4 : 0 7 P M AF102 FINISH PLAN BY U I M A N W A R I N G R E M O D E L CA R E E R A D V I S I N G T I PE R M I T S E T - M A Y 1 3 , 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R 19185 SCALE: 3/16" = 1'-0" A1 ENLARGED LEVEL 2 FINISH PLAN 08.08 MANUAL FOLDING PARTITION STRUCTURAL GENERAL NOTES BASIS OF DESIGN 1.GOVERNING BUILDING CODE...............................................2018 IBC 2.OCCUPANCY CATEGORY.......................................................III 3.LOAD COMBINATIONS: ASD -GRAVITY AND LATERAL.......................................1605.3.1 4.GRAVITY DESIGN: DEAD LOAD ROOF................................................................................NA FLOOR..............................................................................80 PSF PARTITIONS.....................................................................20 PSF LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS) ROOMS..............................................................................100 PSF LIVE LOAD (CONCENTRATED LOADS) ALL AREAS.........................................................................2000 LBS ROOF LIVE LOAD (NOT CONCURRENT WITH ROOF SNOW LOAD)............NA ROOF SNOW LOAD GROUND SNOW LOAD...................................................NA FLAT ROOF SNOW LOAD...............................................NA Is........................................................................................NA Ce......................................................................................NA Ct.......................................................................................NA DRIFTING PER ASCE 7 5.LATERAL DESIGN: WIND DESIGN PER ASCE 7-10 ULTIMATE DESIGN WIND SPEED..................................NA SEISMIC DESIGN SEISMIC DESIGN PROCEDURE.....................................NA GENERAL 1.THE GENERAL CONTRACTOR SHALL: A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION FABRICATION. B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC. C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS. D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER. E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER. G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER. H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 2.CONTRACT DOCUMENTS: A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE. C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED. 3.BUILDING CODE COMPLIANCE: A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE. 4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS. B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE-SHORING PROCEDURES. C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW. D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE. 5.OMISSIONS AND/OR CONFLICTS: A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED. B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER. CONCRETE 1.CODES AND STANDARDS: A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF: I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED BY THE IBC. III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". 2.MATERIALS: A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT. I.USE TYPE I OR II FOR EXPOSURE CLASS S0 II.USE TYPE I OR V FOR EXPOSURE CLASS S1 III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3 B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. C.WATER SHALL BE POTABLE. D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260. I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%. E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618. F.CALCIUM CHLORIDE SHALL NOT BE USED. G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496. H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108. I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240 3.MIX DESIGNS: A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME. B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN. C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL. E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION). 4.CONSTRUCTION: A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT. B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE. C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR. D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF EACH OPENING. F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 5. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS: A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION. B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS. C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS. D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM. REINFORCING STEEL 1.CODES AND STANDARDS: A.REINFORCING STEEL SHALL COMPLY WITH: I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66). 2.MATERIALS: A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW. I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL". II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL". B.MASONRY JOINT REINFORCING SHALL CONFORM TO ASTM 951 AND SHALL BE MANUFACTURED FROM WIRE WHICH CONFORMS TO ASTM A82. C.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR. 3.CONSTRUCTION: A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315. B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC. D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS. E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE- BEND A PREVIOUSLY BENT BAR. F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH................................................................3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER........................................................................2" #5 AND SMALLER......................................................................1-1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS, #11 AND SMALLER..................................3/4" BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2" SLABS ON GRADE.....................................................................CENTER OF SLAB G.REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR TEN FEET. H.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS. I.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI. STRUCTURAL STEEL 1.CODES AND STANDARDS: A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY". II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)" EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3. III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL", EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS. 2.MATERIALS: A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36. RUSSIAN STEEL IS NOT PERMITTED. B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI. C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 35 KSI. D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). ANCHOR RODS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER. E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT. 3.CONSTRUCTION: A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP. B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS. C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND/OR BOLTING. D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED. E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO. 4.BOLTED CONNECTIONS: A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 (A490)HIGH STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES. B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. C.BOLTS SHALL BE 3/4"(7/8")DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS NOTED OTHERWISE. D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED OTHERWISE. E.BOLTED CONNECTIONS SHALL BE TIGHTENED PER SLIP CRITICAL REQUIREMENTS AND SHALL HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE. F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A TORCH ON ANY BOLT HOLES. 5.WELDED CONNECTIONS: A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS. B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES. C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE. D.WELDS SHALL HAVE THE SLAG REMOVED. E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD. COMPOSITE STEEL BEAMS 1.STUD SPACING AND PLACEMENT: A.COMPOSITE STEEL BEAMS ARE INDICATED ON THE FRAMING PLANS WITH THE SUFFIX (##). THE NUMBER INSIDE THE PARENTHESES INDICATES THE NUMBER OF STUDS FOR THE BEAM OR SECTION OF BEAM. BEAMS OR SECTION OF BEAMS SHALL HAVE THE STUDS SPACED UNIFORMLY OVER THE BEAM OR SECTION OF BEAM. B.ALL HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A-108. DIMENSIONS SHALL COMPLY WITH AISC. USE 3/4" DIAMETER STUDS. HEADED ANCHOR STUDS SHALL EXTEND 1 1/2" MINIMUM ABOVE THE TOP OF THE STEEL DECK AFTER WELDING. HEADED ANCHOR STUDS SHALL BE APPLIED THROUGH THE METAL DECK TO THE TOP FLANGE OF THE STEEL SECTION OR WELDED DIRECTLY TO THE STEEL SECTION. C.THE MINIMUM ON CENTER SPACING OF STUD CONNECTORS SHALL BE 6 DIAMETERS ALONG THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM AND 4 DIAMETERS TRANSVERSE TO THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM. THE MAXIMUM SPACING SHALL NOT EXCEED 36" ON CENTER. 2. BEAM CAMBER: A.COMPOSITE BEAMS SHALL BE CAMBERED AS INDICATED ON THE PLANS BY C=0.00", WHICH DENOTES THE BEAM CAMBER DIMENSION (UPWARD) IN INCHES. B.CAMBER TOLERANCE SHALL BE +1/4", -0". C.CONCRETE TOPPING SLABS SHALL BE SCREEDED TO A CONSTANT THICKNESS. STEEL JOISTS AND JOIST GIRDERS 1.PRODUCT: A.OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND ASSOCIATED HARDWARE SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE", AISC SPECIFICATIONS, AND SHALL HAVE SPECIFIC PRODUCT APPROVAL OF THE STEEL JOIST INSTITUTE (SJI). 2.DESIGN: A.THE STEEL JOIST/GIRDER MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL STEEL JOISTS, JOIST GIRDERS, AND THEIR ASSOCIATED HARDWARE. B.ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE _____. C.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING UPLIFT LOADS IN ADDITION TO THE LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL NOTES: ROOF NET UPLIFT LOAD TYPICAL INTERIOR BAYS 10 PSF TYPICAL EXTERIOR BAYS 15 PSF TYPICAL CORNER BAYS 20 PSF D.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT ALL POINT LOADS SPECIFICALLY SHOWN ON THE DRAWINGS AND ALL MECHANICAL UNITS, SPECIAL EQUIPMENT, AND OTHER SUSPENDED LOADS. CONTRACTOR SHALL COORDINATE. 3.FABRICATION AND ERECTION: A.PROVIDE BRIDGING AS SHOWN ON THE FRAMING PLANS. ALSO, PROVIDE A HORIZONTAL LINE OF BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF THE JOIST. ADDITIONAL BRIDGING REQUIRED BY THE MANUFACTURER SHALL BE PROVIDED AND SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. COORDINATE EXACT LOCATION AS REQUIRED. B.DO NOT CUT, DRILL, MODIFY, OR OMIT ANY PART OF ANY JOIST OR JOIST GIRDER WITHOUT PRIOR WRITTEN CONSENT AND DIRECTION FROM THE MANUFACTURER. C.DO NOT WELD THE BOTTOM CHORD OF THE JOIST GIRDERS TO THE STABILIZER PLATES AT BEARING LOCATIONS UNLESS SPECIFICALLY INSTRUCTED. WHEN WELDING IS SPECIFIED, WELD AFTER ALL DEAD LOAD HAS BEEN APPLIED. D.MECHANICAL EQUIPMENT, PIPES, AND OTHER CONCENTRATED LOADS SHALL NOT BE PLACED ON NOR HUNG FROM STEEL JOISTS OR GIRDERS UNLESS THEY ARE POSITIONED WITHIN 4" OF A PANEL POINT OR A TWO (2) ANGLE (L2X2X1/4) BRACE IS INSTALLED BETWEEN THE LOAD AND THE NEAREST OPPOSITE CHORD PANEL POINT. 6.MISCELLANEOUS: A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN. B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS. D.ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC., SHALL BE SUPPLIED BY THE ELEVATOR MANUFACTURER. ALL LOADS IMPOSED BY THE ELEVATOR ONTO THE STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. E.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 7.SUBMITTALS: A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK. MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS. MIX DESIGNS FOR EACH TYPE OF CONCRETE. REINFORCING STEEL SHOP DRAWINGS. STRUCTURAL STEEL SHOP DRAWINGS. WELDING PROCEDURES AND CERTIFICATIONS. STEEL DECK SHOP DRAWINGS. B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER. C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER. SOILS 1.SOILS REPORT BY: NA QUALITY ASSURANCE PLAN FOR STRUCTURE 1.INSPECTION: A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES. REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION. POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED. 2.TESTING: A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS. SOILS: COMPACTION OF STRUCTURAL FILL. CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE. BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION. WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS. 3.STRUCTURAL OBSERVATIONS: A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT THE FOLLOWING STAGES OF CONSTRUCTION.: AFTER PLACEMENT OF STEEL MEMBERS AFTER PLACEMENT OF STEEL DECK B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION. 4.THE CONTRACTOR SHALL: A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL. B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER. C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL. STEEL DECK 1.PRODUCT: A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS. B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS 2.ATTACHMENT AND HANDLING: A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN. B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES. C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS. D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL LAYERS OF THE DECK MATERIAL. E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT. PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK. F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN ACCESS IS LIMITED. G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE. H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK. I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS. J.DO NOT BEND OR MAR DECK. K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION. POST-INSTALLED ANCHORS 1.EPOXY ANCHORS: A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED: FOR CONCRETE: SIMPSON SET-XP HILTI HIT-RE 500-V3 HILTI HIT-RE 100 B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS INDICATED ON PLAN. C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS. D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014 (Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER. G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES (FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie DEWALT AC200+, HILTI HY200, SIMPSON AT-XP. 2.MECHANICAL ANCHORS A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED: SIMPSON TITEN HD HILTI KWIK HUS-EZ B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. 3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE ARCHITECT AND STRUCTURAL ENGINEER. 2" 1" 0" 54321 54321 D C B A DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 1 2 : 0 5 : 1 0 P M SE-001 GENERAL NOTES BY U I M A N W A R I N G R E M O D E L PE R M I T S E T - 5 / 1 3 / 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R T I Project Number SHEET LIST NUMBER SHEET NAME SE-001 GENERAL NOTES SE-002 INSPECTIONS SE-003 SCHEDULES STEEL SE-006 3D RENDERING SE-103 FRAMING PLANS * (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI. SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0 SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0 SUSPENDED SLABS AND SLABS ON METAL DECK SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0 WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0 FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0 INTERIOR MEMBERS SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0 EXTERIOR MEMBERS TYPE OF MEMBER MIN. STRENGTH @ 28 DAYS (PSI) MAX. W/C (RATIO) DRY WEIGHT (PCF) MAX AGGREGTE SIZE (INCHES) AIR ENTRAIN- MENT (%) MIN. CEMENT PER YARD (LBS) EXPOSURE CLASS CONCRETE MIX DESIGN TABLE 05/14/2020 ABBREVIATIONS @ AT AB ANCHOR BOLT ABV ABOVE ALT ALTERNATE APPROX APPROXIMATE ARCH ACHITECT BLDG BUILDING BLW BELOW BM BEAM BOT BOTTOM BRG BEARING BTWN BETWEEN CJ CONSTRUCTION /CONTROLJOINT CJP COMPLETE JOINT PENETRATION CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER D.B.DECK BEARING D.B.A.DEFORMED BAR ANCHOR DBL DOUBLE DET DETAIL DIA (Ø)DIAMETER DIAG DIAGONAL DIM DIMENSION DK DECK DN DOWN DWG DRAWING DWL DOWEL E.F.EACH FACE E.J.EXPANSION JOINT E.W.EACH WAY EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXIST (E)EXISTING EXP EXPOSED/ EXPANSION EXT EXTERIOR F.D.FLOOR DRAIN F.F.FINISH FLOOR F.S.E.FINISH FLOOR ELEVATION F.V.FIELD VERIFY FDTN FOUNDATION FIN FINISH FL FLOOR FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GLB GLU-LAMINATED BEAM GR GRADE G.S.N.GENERAL STRUCTURAL NOTES HB HORIZONTAL BRIDGING HORIZ HORIZONTAL H.S.A.HEADED STUD ANCHORS HSS HOLLLOW STRUCTURAL STEEL HT HEIGHT I.F.INSIDE FACE IBC INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL IN INCHES INSUL INSULATION INT INTERIOR JT JOINT JST JOIST K KIPS -1,000 POUNDS KLF KIPS PER LINEAR FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LBS POUNDS LF LINEAR FOOT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE O OBSERVE O.C.ON CENTER O.F.OUTSIDE FACE OPNG OPENING OPP OPPOSITE P PERFORM PCF POUNDS PER CUBIC FOOT PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PP PARTIAL PENETRATION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/T POST TENSIONED PT POINT REINF REINFORCING REQ'D REQUIRED SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR S.O.G.SLAB ON GRADE SQ SQUARE STD STANDARD ST STEEL STIFF STIFFENER STRUCT STRUCTURAL T&B TOP AND BOTTOM T.O.TOP OF TEMP TEMPERATURE T.C.TOP OF CONCRETE T.F.TOP OF FOOTING T.S.TOP OF SLAB T.ST.TOP OF STEEL T.W.TOP OF WALL TYP TYPICAL U.N.O.UNLESSS NOTED OTHERWISE VERT VERTICAL W.P.WORK POINT W/WITH WF WIDE FLANGE WT WEIGHT W.W.F.WELDED WIRE FABRIC YD YARD MEMBER DESIGNATION W12X26 (25) C = 1/2" HSS3X3X1/4 INDICATES SIZE AND TYPE OF BEAM (HSS, WIDE FLANGE, PIPE, ETC.) NUMBER IN PARENTHESES INDICATES NUMBER OF EQUALLY SPACED 3/4" Ø X 3.1/2"SHEAR STUDS UPWARD CAMBER AT MIDSPAN OF BEAM STANDARD STEEL CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE OR SEE PLAN FOR SPECIFIC INSTANCES FILLED TRIANGLE INDICATES MOMENT CONNECTION OPEN TRIANGLE INDICATES CANTILEVERED MOMENT CONNECTION FILLED CIRCLE INDICATES DRAG CONNECTION, ADDITIONAL ROW OF BOLTS REQUIRED, SEE STEEL TO STEEL CONNECTION SCHEDULE INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE MOMENT CONNECTION DETAIL SHEET FOR MOMENT CONNECTION INFORMATION. (2) 1¾x11⅞LVL STEEL BEAMS WOOD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE STANDARD WOOD CONNECTION DETAILS FOR MORE INFORMATION. LEADING NUMBER IN PARENTHESES INDICATES NUMBER OF PLYS MEMBER WIDTH MEMBER DEPTH MEMBER TYPE (LVL, GLULAM, LSL, ETC.) STEEL JOISTS 18LH05 JOIST DEPTH JOIST TYPE DBP 88DLH 730/375 SPECIAL JOIST SHAPE OR DESIGNATION AS REQUIRED (I.E. DPB = DOUBLE PITCH) JOIST DEPTH JOIST TYPE TOTAL LOAD LIVE/SNOW LOAD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE PLAN, TRUSS LOADING DIAGRAMS, AND GENERAL NOTES FOR APPROPRIATE LOADS. SEE PLAN FOR MECHANICAL UNIT LOCATIONS LEGEND INDICATES BRACE CONNECTION. INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE. H SS ?? CF INDICATES CONCRETE SLAB ON GRADE, SEE PLAN NOTES. INDICATES FRAME ELEVATION VIEW. CHANGE IN ELEVATION RECESSED SLAB. OPEN INDICATES OPENING IN DECK, SEE DETAIL ______. INDICATES CONCRETE WALL, SEE SCHEDULE. 1 Ref SE?-?? INDICATES SPECIAL MOMENT FRAME CONNECTION, SEE DETAIL C1/SE514. INDICATES DRAG CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE. INDICATES CANTILEVER MOMENT CONNECTION, SEE DETAIL _______. INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULE. INDICATES HOLE IN WEB OF BEAM, SEE DETAIL ________. INDICATES RECESSED SLAB, SEE ARCH. INDICATES FINISHED FLOOR SLAB ELEVATION. T.F. = ??'-??"INDICATES TOP OF FOOTING ELEVATION. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF PIER ELEVATION. T.W. = ??'-??" T.P. = ??'-??" INDICATES BAR GRATING SPAN DIRECTION, SEE PLAN NOTES. INDICATES EXPANSION JOINT. CW-?? ??" INDICATES MOMENT FRAME BRACING. INDICATES FOLDING PARTITION. DR-? INDICATES TOP OF STEEL ELEVATION.T.S. = ??'-??" INDICATES WOOD SHEATHING SPAN DIRECTION, SEE PLAN NOTES. SW-?INDICATES SHEATHED SIDE OF STEEL STUD SHEAR WALL, SEE SCHEDULE. WW-?INDICATES SHEATHED SIDE OF WOOD STUD SHEAR WALL, SEE SCHEDULE. INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES DETAIL SECTION VIEW.? SE?-?? ? SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT. INDICATES CONCRETE BEAM, SEE SCHEDULE. CB-?? INDICATES CONCRETE BEAM, SEE SCHEDULE. MB-?? INDICATES WOOD WALL TYPE (X,X) AND SHEATHING (-Y) IF REQUIRED, SEE SCHEDULE WW-X.X-Y INDICATES NUMBER OF OF TRIMMER STUDS (T) AND KINGPOSTS (K) INDICATES FACE OF WALL SHEATHING, SEE WALL TYPE AND SCHEDULES FOR NAILING F.S.E. = INDICATES CONCRETE PIER (CP) OR MASONRY PIER (MP), SEE SCHEDULESCP-? INDICATES STEEL HSS (HSS) OR STEEL WIDE FLANGE (W). COLUMN AND BASE PLATE, SEE SCHEDULES BP -?BP -?H SS??W ?X??INDICATES STEEL ROOF DECK SPAN DIRECTION, SEE PLAN NOTES. INDICATES CONCRETE ON METAL DECK SPAN DIRECTION AND TYPE, SEE SCHEDULES. ??-?? ??-??-?? T-K 2" 1" 0" 54321 54321 D C B A DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 1 2 : 0 5 : 1 2 P M SE-002 INSPECTIONS BY U I M A N W A R I N G R E M O D E L PE R M I T S E T - 5 / 1 3 / 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R T I Project Number COMPOSITE MEMBER SIZE X VERIFY THAT COMPOSIT MEMBER IS THE REQUIRED SIZE. REINFORCING STEEL X VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL... DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS X PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X PLACEMENT AND INSTALLATION OF STEEL DECK X STEEL ELEMENTS OF COMPOSITE CONSTRUCTION (TABLE N6.1, AISC 360-10; TABLES J9-1 THRU J9-3, AISC 341-11): H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE OF PILING (SEE TABLE J8-1 OF AISC 341-10). PROTECTED ZONES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE (SEE TABLE J8-1 OF AISC... REDUCED BEAM SECTIONS (RBS) X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL TOLERANCES (SEE TABLE J8-1 OF AISC 341-10). ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL X SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH... STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,... OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10): DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X AFTER BOLTING (TABLE N5.6, AISC 360-10): PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH PREVENTED FROM ROTATING. SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION. FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS REQUIRED. - NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10]. - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]. DURING BOLTING (TABLE N5.6-2, AISC 360-10): PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND... CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET REQUIRMENTS. PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE EXCLUDED FROM THE SHEAR PLANE. FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. CERTIFICATIONS OF FASTENERS X - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10] PRIOR TO BOLTING (TABLE N5.6, AISC 360-10): WELDED JOINTS SUBJECT TO FATIGUE X ACCESS HOLES (FLANGE > 2") X CJP WELDS (RISK CAT. III OR IV) X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5E. CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS... NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10): DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER X BACKING AND WELD TABS REMOVED X K-AREA X ARC STRIKES X WELDS MEET VISUAL ACCEPTANCE CRITERIA X SIZE, LENGTH, AND LOCATION OF WELDS X WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. AFTER WELDING (TABLE N5.4-3, AISC 360-10): WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS, AND QUALITY OF EACH PASS. WPB FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED... ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACK WELDS CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED. DURING WEDLING (TABLE N5.4-2, AISE 360-10): FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, AND BACKING. WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES X PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES STRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P INSPECTIONS TASKS AFTER BOLTING (TABLE N5.6-3)QC QA SYSTEMATICALLY FROM THE MOST RIGID PO9INT TOWARD THE FREE EDGES FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE TCSC SPECIFICATION, PROGRESSING O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION O O REQUIRED) ARE POSITIONED AS REQUIRED FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF O O INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)QC QA PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHER, AND OTHER FASTENER COMPONENTS O O DOCUMENT FOR FASTENER ASSEMBLIES AND METHODS USED PRE-INSTALLATION VERIFCATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P O HOLE PREPARATIOIN, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND O O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF O O FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTNER MATERIALS O P INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) QC QA STRUCTURAL STEEL BOLTING INSPECTIONS (AISC 360 N5.6-1,2,3) DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P PLACEMENT AND INSTALLATION OF STEEL DECK P P INSPECTION TASKS PRIOR TO CONCRETE PLACMENT (TABLE N6.1) QC QA STRUCTURAL STEEL COMPOSITE ELEMENTS (AISC 360 N6.1) INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REPAIR ACTIVITIES P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P K-AREA*P P ARC STRIKES P P - POROSITY - UNDERCUT - WELD SIZE - WELD PROFILES - CRATER CORSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P P SIZE, LENGTH AND LOCATION OF WELDS P P WELDS CLEANED O O INSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA - EACH PASS MEETS QUAILITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O O - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHIELDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O O - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITS ENVIRNOMENTAL CONDITIONS O O NO WELDING OVER CRACKED TACK WELDS O O - EXPOSURE CONTROL - PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O O USE OF QUALIFIED WELDERS O O INSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QA OR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT CHECK WELDING EQUIPMENT O - - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS O O CONFIGURATION AND FINISH OF ACCESS HOLES O O - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDICATION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) O O WELDER IDNETIFICATION SYSTEM*O O MATERIAL IDENTIFICATION (TYPE/GRADE)O O MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLE P P WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QA STRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3) 05/14/2020 TYPE 'A'TYPE 'B' 1 1 / 2 " T Y P . 1 1/2" TYP. 1 1 / 2 " T Y P . 1 1/2" TYP. NOTES: 1.ALL BASE PLATES SHALL BEAR ON 1-1/2" ± NON-SHRINK GROUT AND SHALL HAVE LEVELING NUTS, TYP., U.N.O. 2.ALL BASE PLATES SHALL BE WELDED TO THE COLUMN WITH A 5/16" FILLET WELD ALL AROUND, TYP., U.N.O. 3.ALL ANCHOR RODS SHALL BE HEADED ANCHOR RODS, TYP., U.N.O. ALL ANCHOR RODS SHALL HAVE HARDENED WASHERS AND NUTS. 4.ALL ANCHOR RODS SHALL BE SET IN PLACE WITH A TEMPLATE. THEY SHALL BE PLACED PLUMB AND AT THE CORRECT DEPTH AND EXTENSION. 5.ALL ANCHOR ROD HOLES IN BASE PLATES SHALL BE OVERSIZED PER AISC. 6.ALL ANCHOR RODS SHALL BE ASTM F1554, SEE SCHEDULE FOR GRADE STRENGTH. 7.SHEAR LUGS SHALL BE THE WIDTH OF THE BASE PLATE AND DEPTH SPECIFIED IN THE SCHEDULE. 8.ALL BASE PLATES FOR BRACE FRAMES SHALL BE ASTM A572 GRADE 50 STEEL. ALL SHEAR LUGS SHALL BE ASTM A36 STEEL. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. TYPE 'C' 1 1 / 2 " T Y P . 1 1/2" TYP. FULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS. STEEL BEAM. STEEL COLUMN. SHEAR PLATE. STEEL BEAM. TYP DSW 12" TYP. STEEL BEAM. SINGLE SHEAR STIFFENER. ADD TABS WHERE BEAMS OCCUR. STEEL COLUMN. TYP DSW SINGLE SHEAR PLATE. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE SAME DEPTH. COPE JOIST FLANGES WHERE REQUIRED. 3 SIDES SSW NOTES: 1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS 2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES. 3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS. 4.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS WITH A CLASS A FAYING SURFACE. 5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE. TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW HORIZ. STIFFENER PLATES TOP AND BOTTOM THICKNESS TO MATCH SPT. TYPDSW TYP DSW SSW 1/4 BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. SINGLE PLATE SINGLE PLATE SINGLE BENT PLATE. EXTEND AS REQ'D TO ACHIEVE BOLT CLEARANCE. 0 ° T O 3 0 ° O V E R 4 5 ° BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO COLUMN STIFFENER PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE DRAG CONNECTION BEAM TO COLUMN FLANGE SINGLE PLATE CONNECTION BEAM TO COLUMN WEB SINGLE PLATE CONNECTION 0° TO 30°30° TO 45°OVER 45° HSS TUBE COLUMN. HSS TUBE COLUMN. WIDE FLANGE COLUMN.WIDE FLANGE COLUMN. BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. 3" TYP. 2.1/2" MAX. SKEWED SINGLE PLATE CONNECTIONS 2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. COLUMN WEB. COPE JOIST FLANGES WHERE REQUIRED. KNIFE PLATE USE THICKEST REQ'D SPT. 3" MAX. S P T 4" T Y P . SPT (4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE HIGHER. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW RAISED BEAM AT SINGLE PLATE CONNECTION FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE JOIST HANGS BELOW BEAM. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW LOWERED BEAM AT SINGLE PLATE CONNECTION (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. SSW 6 " M A X . 4" AT DRAGS S P T 3 1 /2 " M A X .3 0 ° T O 4 5 ° 3/4" CAP PLATE 3/4" CAP PLATE 3/8" CAP PLATECOLUMN ABOVE, WHERE OCCURS BP-17 9 9 3/4 4 3/4" 36 6" MIN. A - - HSS3X3 BP-16 28 15 1 5/8 10 3/4" 55 8" MIN. D - - W24 BP-15 26 14 1 5/8 10 3/4" 55 8" MIN. D - - W24X131 BP-14 22 14 1 3/8 8 3/4" 55 8" MIN. D - - W18X192, 211 BP-13 22 13 1 3/8 8 3/4" 55 8" MIN. D - - W18X192, 211 BP-12 21 13 1 3/8 8 3/4" 55 8" MIN. D - - W18X97, 119, 130 BP-11 23 14 1 3/8 8 3/4" 55 8" MIN. D - - W18 BP-10 21 14 1 3/8 8 3/4" 55 8" MIN. D - - W18X97, 119, 130 BP-9 16 15 1 1/4 4 3/4" 55 8" MIN. D - - W12 BP-8 15 15 1 1/4 4 3/4" 55 8" MIN. D - - W12X79, 87 BP-7 15 14 1 1/8 4 3/4" 55 8" MIN. D - - W12X65, 72 BP-6 15 12 1 4 3/4" 36 8" MIN. D - - W12X53, 58 BP-5 15 11 7/8 4 3/4" 36 8" MIN. D - - W12X50 BP-4 14 9 3/4 4 3/4" 36 6" MIN. B - - HSS8X8 BP-3 12 7 3/4 4 3/4" 36 6" MIN. B - - HSS6X6 BP-2 14 14 3/4 4 3/4" 36 6" MIN. A - - HSS8X8 BP-1 12 12 3/4 4 3/4" 36 6" MIN. A - - HSS6X6 L W T NO. SIZE GRADE MARK SIZE (INCHES) ANCHOR RODS EMBED DEPTH TYPE SHEAR LUG DEPTH SHEAR LUG THICKNESS NOTES BASE PLATE SCHEDULE1 W36 (11) 7/8" Ø 7/16" 5/16" 1/2" W33 (10) 7/8" Ø 7/16" 5/16" 1/2" W30 (9) 7/8" Ø 7/16" 5/16" 1/2" W27 (8) 7/8" Ø 7/16" 5/16" 1/2" W24 (7) 7/8" Ø 7/16" 5/16" 1/2" W21 (6) 7/8" Ø 7/16" 5/16" 1/2" W18 (5) 7/8" Ø 5/16" 1/4" 3/8" W16 (4) 7/8" Ø 5/16" 1/4" 3/8" W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8" W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8" BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT) STEEL TO STEEL CONNECTION SCHEDULE1 2" 1" 0" 54321 54321 D C B A DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 1 2 : 0 5 : 1 4 P M SE-003 SCHEDULES STEEL BY U I M A N W A R I N G R E M O D E L PE R M I T S E T - 5 / 1 3 / 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R T I Project Number 05/14/2020 2" 1" 0" 54321 54321 D C B A REFERENCE NOTES DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 1 2 : 0 5 : 1 7 P M SE-006 3D RENDERING BY U I M A N W A R I N G R E M O D E L PE R M I T S E T - 5 / 1 3 / 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R T I Project Number NO SCALESE-006 A2 3D Structural Rendering - LVL 2 NO SCALESE-006 C2 3D Structural Rendering - LVL 3 05/14/2020 INDICATES BRACE CONNECTION. INDICATES CONCRETE SLAB ON GRADE, SEE SHEET NOTES INDICATES STEEL ROOF DECK SPAN DIRECTION, SEE SHEET NOTES INDICATES FRAME ELEVATION VIEW INDICATES CHANGE IN ELEVATION OR RECESSED SLAB INDICATES CONCRETE ON STEEL DECK SPAN DIRECTION, SEE SHEET NOTES OPEN INDICATES OPENING IN DECK, SEE TYPICAL OPENING IN FLOOR DECK DETAILS INDICATES CONCRETE WALL, SEE SCHEDULES 1 Ref SE?-?? INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULE INDICATES DIFFERENT FLOOR DECK LEGEND INDICATES FINISHED FLOOR SLAB ELEVATION INDICATES TOP OF WALL ELEVATION INDICATES TOP OF PIER ELEVATION T.W. = ??' -??" T.P. = ??' -??" INDICATES BAR GRATING SPAN DIRECTION, SEE SHEET NOTES CW-?? INDICATES MOMENT FRAME BRACING DR-? INDICATES TOP OF STEEL ELEVATIONT.S. = ??' -??" INDICATES MASONRY WALL, SEE SCHEDULES MW-?? INDICATES DETAIL SECTION VIEW? SE?-?? INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT INDICATES CONCRETE BEAM, SEE SCHEDULES CB-?? INDICATES CONCRETE BEAM, SEE SCHEDULES MB-?? ? SE?-?? F.S.E. = ??' -??" INDICATES CONCRETE PIER (CP) OR MASONRY PIER (MP), SEE SCHEDULES INDICATES STEEL HSS (HSS) OR STEEL WIDE FLANGE (W) COLUMN AND BASE PLATE, SEE SCHEDULES H SS??W ?X??BP -?BP -? CP-? C C -? INDICATES CONCRETE COLUMN (CC) OR MASONRY COLUMN (MC), SEE SCHEDULES M C -?INDICATES NOTES ARE KEYED ON PLAN. 1 FLOOR SLAB SHALL BE 6" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 2 X 18 GAUGE TYPE "W2" COMPOSITE GALVANIZED FLOOR DECK WITH INTERLOCKING SIDE LAPS. THREE SPAN MINIMUM. REINFORCE WITH #4 BARS AT 18"O.C. EACH WAY. ATTACH DECK TO SUPPORTS. ATTACH TO PERPENDICULAR SUPPORTS WITH (4) 3/4" DIAMETER PUDDLE WELDS PER 36" WIDE SHEET. ATTACH TO PARALLEL SUPPORTS WITH 3/4" DIAMETER PUDDLE WELDS AT 12"O.C. ATTACH SIDE LAPS WITH VERCO SIDE LAP CONNECTION ( VSC2) AT 24" O.C. OR BUTTON PUNCH AT 12" O.C. SHEET NOTES CJP, TYPCONCRETE ON METAL DECK, SEE PLAN. BEAM, SEE PLAN. D E F 6 7 8 9 10 11 12 1314 1615 W2 4 X 6 8 EL = - 6 " W24X76 EL = -6" W2 4 X 7 6 EL = - 6 " W24X68 EL = -6" W24X55 EL = -6" W1 2 X 1 9 EL = - 6 " W12X22 EL = -6" W1 2 X 1 9 EL = - 6 " W1 2 X 1 9 EL = - 6 " W1 2 X 1 9 EL = - 6 " W1 2 X 1 9 EL = - 6 " H SS6X6X5/16 A4 SE-103 W 8 X 1 0 E L = -6 " W2 4 X 6 8 EL = - 6 " 6 7 8 9 10 11 12 1314 15 16 D E F HS S 1 2 X 2 X 5 / 1 6 HS S 1 2 X 2 X 5 / 1 6 W12X14 EL = -6" W12X14 EL = -6" B4 SE-103 HS S 8 X 4 X 1 / 4 EL = - 6 " D4 SE-103 D4 SE-103 OPP. 1 1/2"X24" D.B.A. CONCRETE ON METAL DECK, SEE SCHEDULE 1/2" PLATE STEEL BEAM, SEE PLAN EXISITING STEEL BEAM AND CONCRETE ON METAL DECK E F 6 7 8 9 11 12 6 7 8 9 10 11 12 E F H SS6X6X5/16 C4 SE-103 1 1/2" TYP. 1 1 / 2 " T Y P . A A VIEW A-A STEEL COLUMN, SEE PLAN , W/ 3/4" BASE PLATE WITH (4) 7/8"Ø BOLTS EXISTING CONCRTE ON METAL DECK, SEE PLAN AND SCHEDULE. REMOVE AND REPLACE CONCRETE AS REQUIRED FOR STEEL COLUMN EXISTING STEEL BEAM 5/16 5/16 5/16 BEAM, SEE PLAN EXISTING COLUMN 2" 1" 0" 54321 54321 D C B A DATE REVISION www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER 5/ 1 4 / 2 0 2 0 1 2 : 0 5 : 1 8 P M SE-103 FRAMING PLANS BY U I M A N W A R I N G R E M O D E L PE R M I T S E T - 5 / 1 3 / 2 0 2 0 BY U I D A H O M A N W A R I N G C E N T E R T I Project Number NO SCALESE-103 A4 1/8" = 1'-0"SE-103 A1 Level 3 1 6/1/2018 Addendum NO SCALESE-103 B4 1/8" = 1'-0"SE-103 C1 Level 2 NO SCALESE-103 C4 A BO V E NO SCALESE-103 D4 05/14/2020 CI R C U I T I N G & G E N E R A L S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N KE Y E D N O T E R E F E R E N C E 1 BR A N C H C I R C U I T H O M E - R U N T O P A N E L I N D I C A T E D A-1 , 3 , 5 3/4 " C . - 6 # 1 2 , 1 # 1 2 G QT Y & S I Z E O F E Q U I P M E N T G R O U N D C O N D U C T O R QT Y & S I Z E O F N E U T R A L A N D P H A S E C O N D U C T O R ( S ) SIZ E O F C O N D U I T A- 1 , 3 , 5 3/4 " C . - 6 # 1 2 , 1 # 1 2 G PA N E L A N D C I R C U I T D E S I G N A T I O N S EQ U I P M E N T G R O U N D I N G C O N D U C T O R TIC K M A R K S NE U T R A L C O N D U C T O R ( S ) PH A S E A N D / O R S W I T C H - L E G C O N D U C T O R ( S ) BR A N C H C I R C U I T / F E E D E R C O N C E A L E D I N C E I L I N G O R W A L L BR A N C H C I R C U I T / F E E D E R C O N C E A L E D U N D E R G R O U N D O R F L O O R NE W E Q U I P M E N T , D E V I C E S , E T C . EX I S T I N G E Q U I P M E N T , D E V I C E S , E T C . DE M O L I T I O N E Q U I P M E N T , D E V I C E S , E T C . DE T A I L # / S H E E T R E F E R E N C E 1 / E S 1 0 1 *2 5 , 0 0 0 A CA L C U L A T E D A V A I L A B L E F A U L T C U R R E N T A T E Q U I P M E N T ( S E E P O W E R R I S E R ) FI R E A L A R M S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N DE T E C T O R S U B S C R I P T S P P H O T O E L E C T R I C S M O K E D E T E C T O R D D U C T S M O K E D E T E C T O R ID I N - D U C T S M O K E D E T E C T O R H H E A T D E T E C T O R M M U L T I - S T A T I O N S M O K E D E T E C T O R (1 2 0 V W / B A T T E R Y B A C K U P ) FIR E A L A R M C O N T R O L P A N E L ( W A L L M O U N T E D , T O P A T 6 ' - 0 ' A F F ) FFA C P NO T I F I C A T I O N D E V I C E E X T E N D E R P A N E L . P R O V I D E Q T Y A S RE Q U I R E D B A S E D O N D E V I C E VO L T A G E D R O P C A L C ' S P E R N F P A 7 2 R E Q U I R E M E N T S . ( W A L L M O U N T E D , T O P A T 5 ' - 0 ' A F F ) RE M O T E A N N U C I A T O R P A N E L ( F L U S H M O U N T E D I N W A L L A T 5'- 0 ' A F F ) NA C RA MA N U A L P U L L S T A T I O N ( M O U N T I N G H E I G H T P E R A D A & N F P A 7 2 ) MA G N E T I C D O O R H O L D O P E N AD D R E S S A B L E C O N T R O L / R E L A Y M O D U L E MMCM AD D R E S S A B L E M O N I T O R I N G M O D U L E FIR E A L A R M F L O W S W I T C H FIR E A L A R M T A M P E R S W I T C H FS TS WA L L M O U N T E D F I R E A L A R M H O R N O N L Y WA L L M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) # AD D R E S S A B L E D E T E C T O R W I T H B A S E #### CE I L I N G M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) #### WA L L M O U N T E D F I R E A L A R M H O R N S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) CE I L I N G M O U N T E D F I R E A L A R M H O R N S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) EX T E R I O R 1 2 0 V F I R E B E L L , I N S T A L L N E X T T O F D C . FIR E / S M O K E D A M P E R ; C O O R D I N A T E L O C A T I O N S W I T H M E C H . DR A W I N G S SD A. D O N O T I N S T A L L M O R E T H A N ( 1 0 ) N O T I F I C A T I O N A P P L I AN C E S O N A N Y S I N G L E C L A S S " A " S I G N A L C I R C U I T . DO N O T E X C E E D 4 0 0 F T . O F N O . 1 4 W I R E I N T H E T O T A L L OO P . B. N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D A T A H E I G H T R A N G E B E T W E E N 8 0 " T O 9 6 " AB O V E F I N I S H F L O O R . T H E P R E F E R R E D H E I G H T I S 8 0 " . I F T H I S C O N F L I C T S W I T H O T H E R T R A D E S O R R O O M FU R N I S H I N G S , L O C A T E A S C L O S E T O 8 0 " A S P O S S I B L E , N O T E X C E E D I N G 9 6 " . A L L N O T I F I C A T I O N AP P L I A N C E S I N A C O M M O N R O O M O R L I N E O F S I G H T S H A L L BE L O C A T E D A T A C O M M O N H E I G H T . C. M O U N T P U L L S T A T I O N S A T 4 6 - 4 8 " A . F . F . T O T H E O P E R AT I N G H A N D L E T O M E E T A D A R E Q U I R E M E N T S . D. D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I CE W H I C H H A S A P O W E R H E L D CO N T A C T S . ( F L O W , T A M P E R , H O O D S Y S T E M , D U C T D E T E C T O R , E T C . . F A L S E A L A R M W I L L O C C U R . E. E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L C ON D U C T O R Q U A N T I T I E S P E R F I R E A L A R M SY S T E M S U P P L I E R , A N D A S P E R N F P A A N D N E C R E Q U I R E M E N TS . F. D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 F E E T O F A N Y A I R D I F F U S E R . G. D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E R U N . D O N O T E X C E E D 1 2 0 D E V I C E S O N A N Y ON E A D D R E S S A B L E D E V I C E R U N . H. A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T B E S H U T D O W N U P O N F I R E A L A R M A S P E R L I F E SA F E T Y C O D E S . I. A L L C L A S S " B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B LE D E V I C E S N E E D E O L R . ( E N D O F L I N E R E S I S T O R S ) . J. I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O CA T E D W I T H I N 1 5 ' F R O M E N D S O F C O R R I D O R S AN D A M A X I M U M O F 1 0 0 ' S P A C I N G . K. N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R OV I D E A 3 - 3 - 3 T E M P O R A L P A T T E R N . L. A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D O N S U P P L I E D S H O P D R A W I N G S . F I R E A L A R M PL A N I S S H O W N F O R G E N E R A L L O C A T I O N A N D L A Y O U T O N L Y . M. T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A LL A P P L I C A B L E L O C A L , S T A T E A N D A D A RE Q U I R E M E N T S . N. E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R S W I T C H E S A N D F L O W V A L V E S T O F I R E A L A R M SY S T E M A S R E Q U I R E D . S E E F I R E S P R I N K L E R S Y S T E M D R A W I NG S F O R E X A C T L O C A T I O N S A N D QU A N T I T I E S . GE N E R A L F I R E A L A R M S Y S T E M N O T E S LI G H T I N G S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N PA R K I N G A R E A P O L E L I G H T , S I N G L E O R D O U B L E H E A D A S I ND I C A T E D O N DR A W I N G S . R E F E R T O L I G H T P O L E D E T A I L F O R P O L E I N F O R MA T I O N . 2X 4 F L U O R E S C E N T O R L E D F I X T U R E 2X 2 F L U O R E S C E N T O R L E D F I X T U R E SU R F A C E M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E ST R I P F L U O R E S C E N T O R L E D F I X T U R E WA L L M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E EX T E R I O R W A L L M O U N T E D F I X T U R E RO U N D R E C E S S E D F I X T U R E SU R F A C E O R P E N D A N T F I X T U R E LIG H T F I X T U R E S U B S C R I P T S NL N I G H T - L I G H T ( C O N N E C T T O U N S W I T C H E D L E G O F C I R C U I T ) EX I T S I G N , W A L L O R C E I L I N G M O U N T I N G A S R E Q U I R E D ( S I NG L E O R D O U B L E F A C E ) DIR E C T I O N A L C H E V R O N S A S I N D I C A T E D ; C O N N E C T T O U N S W I TC H E D L E G O F L I G H T I N G CIR C U I T T H A T I S I N T H E S A M E A R E A A S T H E E X I T S I G N S . SH A D E D F I X T U R E I N D I C A T E S A N E M E R G E N C Y F I X T U R E . P R O V ID E W I T H E M E R G . B A T T E R Y PA C K O R C O N N E C T T O E M E R G E N C Y P O W E R S Y S T E M ( W H E R E A P PL I C A B L E ) . C O N N E C T BA T T E R Y P A C K T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T TH A T S E R V E S T H E S A M E AR E A A S T H E E M E R G E N C Y F I X T U R E . P R O V I D E W I T H T E S T L I GH T A N D S W I T C H . CE I L I N G M O U N T E D O C C U P A N C Y S E N S O R , R E F E R T O O C C U P A N CY S E N S O R / S W I T C H SC H E D U L E F O R S E N S O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N . SW I T C H M O U N T E D O C C U P A N C Y S E N S O R O R L O W V O L T A G E S W I T CH P O D , R E F E R T O OC C U P A N C Y S E N S O R / S W I T C H S C H E D U L E F O R T Y P E A N D A D D I T IO N A L I N F O R M A T I O N . SIN G L E - P O L E S W I T C H DU A L - L E V E L S W I T C H , P R O V I D E C O N T R O L O F F I X T U R E S T O A LL O W O C C U P A N T T O RE D U C E L I G H T L E V E L T O 5 0 % . ( S U B S C R I P T A P P L I E S T O B OT H S W I T C H E S ) SW I T C H S U B S C R I P T S 3 3 - W A Y S W I T C H 4 4 - W A Y S W I T C H D D I M M E R S W I T C H ( C O M P A T I B L E W / L O A D & L T G T Y P E S ) K K E Y E D S W I T C H F T I M E R S W I T C H ( I N T E R M A T I C M O D E L E I 4 0 0 S E R I E S ) P P I L O T L I G H T E D S W I T C H F1 LIG H T F I X T U R E T Y P E D E S I G N A T I O N S ## # WA L L O R C E I L I N G M O U N T E D E M E R G E N C Y L I G H T I N G U N I T W / B AT T E R Y P A C K CO N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T IS I N T H E S A M E A R E A A S TH E E M E R G E N C Y L I G H T . LV L O W - V O L T A G E S W I T C H ( P E R D W G ' S ) T T H E R M A L - O V E R L O A D S W I T C H M S W I T C H S U P P L I E D W I T H E Q U I P M E N T , IN S T A L L E D B Y E . C . WP W E A T H E R P R O O F 2P D O U B L E P O L E , S I N G L E T H R O W S W I T C H GE N E R A L L I G H T I N G N O T E S : A. S Y M B O L S S H O W N A B O V E M A Y N O T R E P R E S E N T A L L L I G H T FIX T U R E S U S E D O N P R O J E C T , R E F E R T O LIG H T F I X T U R E S C H E D U L E F O R A C T U A L F I X T U R E I N F O R M A T I ON I N C L U D I N G F I X T U R E T Y P E , L A M P I N G , MO U N T I N G A N D E T C . B. J U N C T I O N B O X E S F O R L I G H T I N G C I R C U I T I N G A R E N O T S HO W N F O R C L A R I T Y . T H E E . C . I S R E S P O N S I B L E FO R P R O V I D I N G A N D I N S T A L L I N G A L L J U N C T I O N B O X E S R E Q UIR E D F O R C I R C U I T I N G O F A L L L I G H T FIX T U R E S T H A T A R E N O T L I S T E D F O R " T H R O U G H - B R A N C H C I RC U I T W I R I N G " . C. I N G E N E R A L A L L S W I T C H - L E G C O N D U C T O R S M A Y N O T B E SH O W N O N D R A W I N G S ; E . C . S H A L L P R O V I D E AN D I N S T A L L C O N D U C T O R S A S R E Q U I R E D T O A C H I E V E C O N T R OL S C H E M E S I N D I C A T E D A N D DE S C R I B E D O N D R A W I N G S . I N C L U D I N G A L L 0 - 1 0 V . D I M M I N G W I R I N G . D. A L L B A T T E R Y E X I T S I G N S A N D E M E R G E N C Y L I G H T I N G T O B E C O N N E C T E D T O T H E U N S W I T C H E D L E G O F TH E L I G H T I N G C I R C U I T I N T H E A R E A . ## # FM PO W E R S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N EL E C T R I C A L S W I T C H B O A R D E Q U I P M E N T , ( S E E P O W E R R I S E R A N D P A N E L S C H E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) 'M S B ' 'T # # ' DR Y - T Y P E T R A N S F O R M E R , ( S E E P O W E R R I S E R F O R A D D I T I O NA L I N F O R M A T I O N ) 'L A ' EL E C T R I C A L P A N E L B O A R D , ( S E E P O W E R R I S E R A N D P A N E L SC H E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) DIS C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T E D TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R FU S E D D I S C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T ED TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R (3 0 A F U S E S ) CO M B I N A T I O N S T A R T E R & F U S E D D I S C O N N E C T S W I T C H , S I Z E /P O L E S / T Y P E A S I N D I C A T E D . TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X J JU N C T I O N B O X CR = C O R D R E E L ; S E E D R A W I N G S F O R I N F O R M A T I O N CD = C O R D D R O P ; S E E D R A W I N G S F O R I N F O R M A T I O N EQ U I P M E N T C O N N E C T I O N ; C O O R D I N A T E C O N N E C T I O N W I T H E Q UIP M E N T PR I O R T O R O U G H - I N MO T O R C O N N E C T I O N PO W E R A N D / O R D A T A S E R V I C E P O L E FL O O R B O X W I T H P O W E R O N L Y ( S E E F L O O R B O X S C H E D U L E F O R A D D I T I O N A L IN F O R M A T I O N ) PU S H B U T T O N S T A T I O N FL O O R B O X W I T H P O W E R A N D D A T A ( S E E F L O O R B O X S C H E D U L E FO R A D D I T I O N A L IN F O R M A T I O N ) FB # FB # SP E C I A L R E C E P T A C L E ( C O O R D I N A T E N E M A T Y P E W I T H E Q U I P .) (R E F E R T O P A N E L S C H E D U L E S F O R A M P S ) CE I L I N G M O U N T E D D U P L E X R E C E P T A C L E ( C O O R D I N A T E P L A C EM E N T W I T H CE I L I N G E Q U I P M E N T P R I O R T O R O U G H - I N ) DU P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T GF C I - T Y P E D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H ER E M O U N T E D B E L O W 5 F T DO U B L E - D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T GF C I - T Y P E D O U B L E - D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S TA N T W H E R E M O U N T E D BE L O W 5 F T . RE C E P T A C L E A N D E Q U I P M E N T S U B S C R I P T S AC AB O V E C O U N T E R WP WE A T H E R P R O O F ( U L L I S T E D WE A T H E R -RE S I S T A N T ) 42 " MO U N T I N G H E I G H T A F F O R A F G IG IS O L A T E D G R O U N D S SU R G E -PR O T E C T I O N T Y P E RE F RE F R I G E R A T O R W WA S H I N G M A C H I N E D DR Y E R ( 3 0 A -24 0 V R A T E D R E C P T . ) M MI C R O W A V E HV A C T H E R M O S T A T O R S E N S O R ; P R O V I D E & I N S T A L L B A C K B O X,3 / 4 " C O N D U I T A N D CO N D U C T O R S T O A S S O C I A T E D H V A C U N I T . C O O R D I N A T E E X A C T L O C A T I O N & S I Z E A N D NU M B E R O F C O N D U C T O R S W I T H M . C . T S OR 30 A / 3 P / 3 R SI Z E 1 (3 0 A F U S E S ) SM A L L E X H A U S T F A N C O N N E C T I O N TV 12 0 V R E C E P T . F O R T V ; V E R I F Y H E I G H T W I T H A R C H . DR A W I N G S & E L E V A T I O N S US B 12 0 V R E C P T . W I T H U S B C H A R G I N G P O R T S EW C EL E C T R I C W A T E R C O O L E R ; ( S E E D E T A I L . R E C P T . S H A L L BE A C C E S S I B L E , D O N O T M O U N T B E H I N D H O U S I N G . ) DI S P GA R B A G E D I S P . ( U N D E R S I N K ) DW DI S H W A S H E R ( C O O R D I N A T E W / M I L L W O R K , I N S T A L L P E R NE C 4 2 2 . 1 6 ( B ) ( 2 ) ) . M/ R MI C R O W A V E / R A N G E H O O D ( C O O R D I N A T E W / M I L L W O R K ) R EL E C T R I C R A N G E ( 5 0 A -24 0 V R A T E D R E C P T . ) GE N E R A L S P E C I A L S Y S T E M N O T E S : A. A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K S HA L L B E C O O R D I N A T E D W I T H T H E AR C H I T E C T U R A L E L E V A T I O N D R A W I N G S A N D M I L L W O R K I N S T A LL E R T O I N S U R E P R O P E R M O U N T I N G HE I G H T S . C O N T R A C T O R S H A L L A D J U S T D E V I C E S A S N E C E S S A RY I N O R D E R T O P O S I T I O N D E V I C E S S U C H TH A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S O R B E D I R E C T L Y A B O V E S I N K S O R M I D W A Y BE T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . B. I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O I N S T A L L A G F C I T Y P E R E C E P T A C L E F O R A L L RE C P T A C L E S S H O W N I N T O I L E T R M S , B A T H R O O M S , K I T C H E N S /S E R V I N G A R E A S , R O O F T O P , O U T D O O R S OR W I T H I N 6 F T O F A N Y S I N K , B A S I N , T U B O R F L O O R S I N K A N D A L L O T H E R A R E A S D E F I N E D B Y T H E N E C . SP E C I A L S Y S T E M S S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N TE L E P H O N E A N D D A T A O U T L E T N O T E S : 1. U T I L I Z E 4 1 1 / 1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G AN D C O N D U I T T O A B O V E N E A R E S T A C C E S S I B L E CE I L I N G / C A B L E T R A Y , T E R M I N A T E W I T H I N S U L A T E D T H R O A T B U S H I N G . P R O V I D E Q T Y O F C A B L E S IN D I C A T E D F R O M O U T L E T T O N E A R E S T T E L E / D A T A R O O M . S E E D W G S F O R A D D I T I O N A L I N F O R M A T I O N . UT I L I Z E J - H O O K S 3 F T O N C E N T E R F O R S U P P O R T O F C A B L I NG W H E R E C A B L E T R A Y I S N O T IN S T A L L E D / S P E C I F I E D . 2. C O N D U I T S I Z E ( ' X ' F R O M A B O V E ) ; 2 = 1 / 2 " , 3 = 3 / 4 " , 4 =1 " , 5 = 1 - 1 / 4 " O R ( 2 ) 1 " 3. B L A N K ( N O L A B E L ) = 4 - 1 1 / 1 6 " D E E P B O X W I T H R E Q U I R ED M U D R I N G A N D 1 " C O N D U I T T O A B O V E N E A R E S T AC C E S S I B L E C E I L I N G / C A B L E T R A Y , T E R M I N A T E W I T H I N S U L AT E D TH R O A T B U S H I N G , P R O V I D E P U L L S T R I N G . ( U N L E S S O T H E R W IS E N O T E D ) DA T A O U T L E T ; _ = # O F D A T A C A B L E S , X = C O N D U I T S I Z E ( S EE N O T E S B E L O W ) _D - X TE L E P H O N E O U T L E T ; _ = # O F T E L E P H O N E C A B L E S , X = C O N D U IT S I Z E ( S E E N O T E S B E L O W ) _T - X TE L E P H O N E / D A T A O U T L E T ; _ = # O F T E L E P H O N E / D A T A C A B L E S, X = C O N D U I T S I Z E ( S E E NO T E S B E L O W ) _T / _ D - X T.V . O U T L E T O N L Y ( C = C E I L I N G M O U N T E D O T H E R W I S E W A L L M O U N T E D ) UT I L I Z E 4 1 1 / 1 6 " D E E P B O X W I T H 1 - G A N G M U D R I N G A N D 3 /4 " C O N D U I T T O A B O V E N E A R E S T AC C E S S I B L E C E I L I N G / C A B L E T R A Y , T E R M I N A T E W I T H I N S U L AT E D T H R O A T B U S H I N G . IN S T A L L C O N N E C T O R A N D F A C E P L A T E A N D P R O V I D E C O A X I A L C A B L E F R O M O U T L E T T O NE A R E S T T V S Y S T E M A M P L I F I E R / H E A D - E N D E Q U I P M E N T L O C A TO I N . U T I L I Z E J - H O O K S 3 F T ON C E N T E R F O R S U P P O R T O F C A B L I N G W H E R E C A B L E T R A Y IS N O T IN S T A L L E D / S P E C I F I E D . CE I L I N G M O U N T E D D A T A O U T L E T ; _ = # O F D A T A C A B L E S , X =C O N D U I T S I Z E ( S E E N O T E S BE L O W ) _D - X RE C E S S E D W A L L M O U N T E D A V O U T L E T HU B B E L L E N C L O S U R E # N S A V 6 2 M (1 ) P O W E R K I T H B L # N S O K P S , ( 1 ) 4 - P O R T D A T A P L A T E H B L # NS P 1 4 W MO U N T 5 ' - 0 " A F F ; F I E L D C O O R D I N A T E W I T H T V L O C A T I O N E.C . S H A L L I N S T A L L 1 " C F R O M D A T A C O M P A R T M E N T T O I T RO O M , I N S T A L L ( 1 ) C O A X C A B L E AN D ( 1 ) C A T 5 e C A B L E T O D A T A R A C K , M A K E A L L T E R M I N A TIO N S . TV C A. C O M M U N I C A T I O N S C A B L E S S H A L L H A V E B E N D S N O G R E A T E R T H A N 9 0 D E G . B. C O N D U I T S F O R C O M M U N I C A T I O N S C A B L I N G S H A L L H A V E A M A X I M U M B E N D R A D I U S N O T M O R E T H A N 1 0 X TH E D I A M E T E R O F T H E C O N D U I T . C. A L L C O M M U N I C A T I O N S C O N D U I T S S H A L L B E T E R M I N A T E D WIT H A N I N S U L A T E D N O N - M E T A L L I C B U S H I N G AT B O T H E N D S . D. C O M M U N I C A T I O N S C O N D U I T S S H A L L H A V E N O M O R E T H A N ( 2 ) 9 0 ' S W I T H O U T A P U L L B O X . P U L L B O X E S SH A L L B E L O C A T E D I N A C C E S S I B L E L O C A T I O N S A N D S H A L L BE S I Z E D A T L E A S E D 1 2 X T H E L A R G E S T CO N D U I T D I A M E T E R I N L E N G T H A N D M I N , 4 " D E E P A N D 8 " WID E . E. I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E . C . T O I N SU R E T H A T T H E P A T H W A Y F O R T H E D A T A C A B L I N G DO E S N O T C R E A T E C A B L E L E N G T H S T O E X C E E D S T H E L E N G T H O F 2 9 5 F T F R O M O U T L E T T O P A T C H PA N E L , T H I S I N C L U D E S S E R V I C E L O O P S A N D P A T C H C O R D S . F. W H E R E C A B L E T R A Y I S U T I L I Z E D I N T H E P R O J E C T . C O MM U N I C A T I O N C O N D U I T S E N D I N G A T T H E C A B L E TR A Y S H A L L E X T E N D 1 " O V E R T H E S I D E I N T O T H E T R A Y . GE N E R A L S P E C I A L S Y S T E M N O T E S : P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C.EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C.GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOXABBREVIATIONSSINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA)AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F.VFD W/W/O WP XFMRKILOVOLTKILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET)SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. E L E C T R I C A L C O N T R A C T O R S H A L L R E F E R T O T H E M E C H A N I CA L D R A W I N G S F O R E X A C T L O C A T I O N S O F AL L M E C H A N I C A L E Q U I P M E N T A N D E L E C T R I C A L C O N N E C T I O N S . B. E L E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E M I N I M U M W O R K IN G C L E A R A N C E A S P E R N E C B E F O R E IN S T A L L I N G A N Y E L E C T R I C A L P A N E L S O R C A B I N E T S . S E E E LE C T R I C A L E Q U I P M E N T C L E A R A N C E D E T A I L . C. I N S T A L L A L L L I G H T F I X T U R E S I N M E C H A N I C A L R O O M A F TE R T H E M E C H A N I C A L E Q U I P M E N T I S I N P L A C E . AD J U S T A S N E C E S S A R Y . P R O V I D E C H A I N S U S P E N S I O N K I T S AS R E Q U I R E D . D. R E F E R T O A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N ( S ) F O R E X A C T F I X T U R E L O C A T I O N S , C E I L I N G TY P E S , E T C . E. E L E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E A L L C O N C R E T E P A D S A S R E Q U I R E D F O R A L L E L E C T R I C A L EQ U I P M E N T . F. C O N F I R M E X A C T L O C A T I O N S O F A L L T E L E P H O N E / D A T A O U TL E T S W I T H O W N E R P R I O R T O R O U G H - I N . G. L O C A T E S W I T C H E S , O U T L E T S , E T C . , S H O W N A T R O O M E N TR Y D O O R W A Y S , A S C L O S E T O D O O R F R A M E A S PO S S I B L E , S O A S N O T R O I N T E R F E R E W I T H R O O M C A B I N E T S , E T C . H. S U P P O R T A L L L I G H T F I X T U R E S I N D E P E N D E N T O F C E I L I N G. I. E L E C T R I C A L C O N T R A C T O R S H A L L O B T A I N A L L A P P L I C A B L E P E R M I T S F O R W O R K A N D P A Y A S S O C I A T E D FE E S . J. M A I N T A I N 2 4 " M I N . C L E A R A N C E F R O M A L L C O M M U N I C A T I ON S C A B L I N G A N D E L E C T R O N I C B A L L A S T S . K. U N L E S S S P E C I F I C A L L Y I N D I C A T E D O T H E R W I S E , E L E C T R I CA L C O N T R A C T O R S H A L L C O O R D I N A T E W I T H AN Y S P E C I A L S Y S T E M S S U P P L I E R / C O N T R A C T O R ; D E N T A L , M E DIC A L , K I T C H E N , S P E C I A L I Z E D E Q U I P M E N T , ET C . F O R T H E E X A C T R O U G H - I N R E Q U I R E M E N T S F O R T H E I R EQ U I P M E N T . A L S O U N L E S S I N D I C A T E D OT H E R W I S E , T H E E L E C T R I C A L C O N T R A C T O R T O B E R E S P O N S I BL E F O R F I N A L E L E C T R I C A L C O N N E C T I O N S TO A L L S P E C I A L E Q U I P M E N T . L. A L L C O N D U I T / R A C E W A Y / C A B L E S T O B E C O N C E A L E D I N W A LL S O R A B O V E C E I L I N G S . I F A N Y S U R F A C E WO R K I S N E C E S S A R Y , I T S H A L L B E A P P R O V E D B Y T H E A R C H IT E C T / E N G I N E E R P R I O R T O I N S T A L L A T I O N . M. E L E C T R I C A L C O N T R A C T O R S H A L L V I S I T T H E S I T E P R I O R T O B I D A N D T H O R O U G H L Y I N V E S T I G A T E T H E EX I S T I N G C O N D I T I O N S , A S T H E Y R E L A T E T O T H E S C O P E O F W O R K D E S C R I B E D . M A K E N E C E S S A R Y PR O V I S I O N S I N T H E B A S E B I D T O A D E Q U A T E L Y A C C O M M O D A T E T H E S E C O N D I T I O N S . PR O J E C T G E N E R A L N O T E S : CO N T A C T : J a r o m T a y l o r N e x a n t (8 0 1 ) 7 4 6 - 1 6 2 3 fo r a s s i s t a n c e . UT I L I T Y L I G H T I N G R E B A T E S & I N C E N T I V E S : IT S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E L E C T R I C A L C O NT R A C T O R T O P R E P A R E A L L R E Q U I R E D AP P L I C A T I O N S A N D I N F O R M A T I O N R E Q U I R E D T O P R O V I D E T H E O W N E R W I T H T H E M A X I M U M A M O U N T O F RE B A T E D O L L A R S F R O M T H E L O C A L U T I L I T Y C O M P A N Y . T H E EL E C T R I C A L C O N T R A C T O R S H A L L S U B M I T VE R I F I C A T I O N O F T H E U T I L I T Y C O M P A N Y P R E - A P P L I C A T I O N A P P R O V A L P R I O R T O O R D E R I N G A N Y M A T E R I A L S . TY P I C A L D E V I C E M O U N T I N G H E I G H T S : GE N E R A L C O O R D I N A T I O N N O T E : GE N E R A L D E T A I L N O T E S : FIN I S H F L O O R 1' - 6 ' ' TH E R M O S T A T O R S E N S O R VE R I F Y W I T H M . C . P R I O R T O LIG H T S W . (O R A S N O T E D ) * 4 ' - 0 ' ' * 3 ' - 6 ' ' (O R A S N O T E D ) RE C E P T A C L E @ M I L L W O R K BA C K S P L A S H C A B . D I M E N S I O N S P E R A R C H . D E T A I L 6" CA B I N E T * E . C . S H A L L C O O R D I N A T E A L L D E V I C E MO U N T I N G H G T S . A N D E X A C T L O C A T I O N WIT H A R C H I T E C T U R A L I N T E R I O R EL E V A T I O N S R E P O R T C O N F L I C T S T O AR C H I T E C T * * P R I O R T O R O U G H - I N * * RO U G H - I N . TY P I C A L F O R A L L D E V I C E S MO U N T E D A B O V E C O U N T E R (ie C . O . ' S , D A T A , P H O N E e t c . ) A.B.C.D. AL L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S NO T E D O T H E R W I S E . CO O R D I N A T E O U T L E T H E I G H T S W I T H AR C H I T E C T S M I L L W O R K D W G S . T O I N S U R E TH A T O U T L E T S W I L L N O T F A L L B E H I N D CA B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E WIT H W A I N S C O T I N G , E T C . AL L S W I T C H E S A N D T H E R M O S T A T S T O B E MO U N T E D A S C L O S E T O D O O R J A M S A S PO S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H AR C H I T E C T U R A L P L A N S A N D D E T A I L S . CO O R D I N A T E L I G H T S W I T C H & O U T L E T HE I G H T S W I T H AR C H I T E C T U R A L WA I N S C O T I N G A N D O R T I L E W O R K S O A S NO T T O F A L L M I D W A Y I N T H E S E F I N I S H E S . FIR E 6' - 8 ' ' FIR E A L A R M N O T I F I C A T I O N DE V I C E FIR E MA N U A L P U L L S T A T I O N HA N D L E S H A L L B E BE T W E E N 4 2 " & 4 8 " A F F CA B I N E T RE C E P T . TE L E / D A T A OU T L E T TV OU T L E T ELECTRICAL EQUIP. CLEARANCE ELECTRICAL EQUIPMENT NOTE #1 N O T E #4NOTE#3 NOTE#2 NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDT H OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGR EES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSI TION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARAN CE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE O F THE EQUIPMENT.8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com 2 " 1 " 0 " 6 5 4 3 2 1 6 5 4 3 2 1 E D C B A DATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER04-25-2020 5 / 1 4 / 2 0 2 0 9 : 1 7 : 0 1 A M E0.0ELECTRICALSYMBOLS& DETAILSBYUI MANWARING REMODEL PERMIT SET - 5/13/2020 BYU IDAHO MANWARING CENTER TI 18031 FS J J 3 2 4 5 6 7 8 9 10 11 12 B C D E F G (1 0 ) F I R E SM O K E DA M P E R S LO W V O L T A G E S W I T C H B A N K LO W V O L T A G E S W I T C H B A N K LO W V O L T A G E S W I T C H B A N K LO W V O L T A G E S W I T C H B A N K 1 1 1 1 1 2 2 3 3 2 (T Y P ) 2 2 2 (T Y P ) 4 3 4 3 3 3 3 4 4 3 2 2 4 4 433 43 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 7 77 7 7 7 7 7 7 7 7 7 A. R E F E R T O S Y M B O L S C H E D U L E S F O R G E N E R A L N O T E S AS S O C I A T E D W I T H T H E I N S T A L L A T I O N O F E A C H S Y S T E M ; L I GHTING, PO W E R , F I R E A L A R M , S P E C I A L S Y S T E M S , E T C . GE N E R A L N O T E S : KEY NOTES:#1 EXISTING PANEL TO REMAIN 2 EXISTING LIGHTING TO BE DISCONNECTED AND REMOVED; REMOVE ASSOCIATED SWITCH AND ALL ASSOCIATED WIRE AND CONDU IT BACK TO PANEL OR ACTIVE J-BOX . MAINTAIN AND/OR REE STABLISH ELECTRICAL CONTINUITY TO DOWNSTREAM DEVICE TO REMAI N.3 DISCONNECT AND REMOVE EXISTING DEVICE IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BAC K TO NEXT ACTIVE J-BOX OR SOURCE. MAINTAIN AND/OR REESTA BLISH ELECTRICAL CONTINUITY TO DOWNSTREAM DEVICES TO REMA IN.LABEL ANY EMPTY BREAKERS AS "SPARE"4 DISCONNECT AND REMOVE EXISTING DATA DEVICE, REMOVE ALL ASSOICATED CABLEING BACK TO PATCH PANEL.5 ALL EXISTING ELECTRICAL EQUIPMENT WITHIN THIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. W HEN EXISTING SWITCH BOXES OR OUTLET BOXES FALL WITHIN O R VERY NEAR NEW OUTLET/SWITCH LOCATIONS. ELECTRICAL CONTRA CTOR MAY UTILIZE EXISTING ROUGH-IN, ETC. IN LIEU OF INST ALLING NEW.ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN 6 E X I S T I N G F A D E V I C E T O R E M A I N E . C . S H A L L P R O T E C T D U RING CONSTRUCTION.7 C A R E F U L L Y R E M O V E E X I S T I N G F I R E A L A R M D E V I C E S I N C O NFLICT W/ REMODEL. E.C. MAY REPERPOSE EXISTING DEVICES WHE RE COMPATABLE WITH NEW DESIGN ALL OTHER DEVICES SHALL BE BOXED AND TURNED OVER TO THE OWNER.8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com 2 " 1 " 0 " 6 5 4 3 2 1 6 5 4 3 2 1 E D C B A DATE R E V I S I O N www.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER04-25-2020 5 / 1 4 / 2 0 2 0 9 : 1 7 : 0 2 A M E0.1EXISTINGPLANBYUI MANWARING REMODEL PERMIT SET - 5/13/2020 BYU IDAHO MANWARING CENTER TI 18031 SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 EX I S T I N G P L A N 8' 4' 0" NO R T H n P D C n P D C n P D C n P D C n P D C nP D C nP D C nP D C nP D C n P D C nP D C n P D C n P D C n P D n P D n P D n P D n P D C n P D C nP D C nP D C nP D C S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 n P D C nP D C nP D C S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 S nD 1 J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J S nD 1 R nP S 8 0 R nP S 8 0 RnP S 8 0 R nP S 8 0 R nP S 8 0 R nP S 8 0 R nP S 8 0 RnP S 8 0 RnP S 8 0 R nP S 8 0 RnP S 8 0 S nD 1 R nP S 8 0 R nP S 8 0 RnP S 8 0 R nP S 8 0 R nP S 8 0 R nP S 8 0 RnP P 1 6 D E R R nP P 1 6 D E R R nP P 1 6 D n P D 4 S L S L S L S L S L S L S nD 1 n P D n P D R nP S 8 0 3 2 4 5 6 7 8 9 10 11 12 B C D E F G (T Y P ) F1 (T Y P ) F1 (T Y P ) F2 (T Y P ) F2 F2 F2 F2 F2 F2 F2 F2 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 (T Y P ) F1 F1 F1 (T Y P ) F1(T Y P ) F1 (T Y P ) F2 (T Y P ) F2 F3F3 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F5 F5 F5 F5F5 F5 F5 F5F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5F5 F5 F8 F5 F8 F8 OP E N O F F I C E 20 1 OF F I C E 20 2 OF F I C E 20 3 PH O T O 20 4 OF F I C E 20 5 OF F I C E 20 6 OF F I C E 20 7 OF F I C E 20 8 OF F I C E 20 9 OF F I C E 21 0 OF F I C E 21 1 OF F I C E 21 2 OP E N O F F I C E 21 3 OF F I C E 21 4 OF F I C E 21 6 OF F I C E 21 7 SM A L L C O N F . 21 8 SM A L L C O N F . 21 9 OF F I C E 22 0 HO S T I N G 22 1 SM A L L C O N F . 22 3 TR A I N I N G 22 4 SM A L L C O N F . 22 5 SM A L L C O N F . 22 6 SM A L L C O N F . 22 7 OF F I C E 22 9 OF F I C E 23 0 '2 3 L 3 ' '2 3 L 2 ' '2 3 L 1 ' '2 3 E H ' '2 3 H 1 ' F5 F5 F5 F5 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F8 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 F7 F7 F7 F7 F7 F7 F4 F8F8 F8 F8 F8 F8 F8 F8 F8 F8 2 2 2 2 2 2 2 F1 0 F1 0 F1 0 F1 0 F8F8F8 3 4 (T Y P ) F2 A. R E F E R T O S Y M B O L S C H E D U L E S F O R G E N E R A L N O T E S AS S O C I A T E D W I T H T H E I N S T A L L A T I O N O F E A C H S Y S T E M ; L I GHTING, PO W E R , F I R E A L A R M , S P E C I A L S Y S T E M S , E T C . GE N E R A L N O T E S : K E Y N O T E S : #1 CONNECT LIGHTING TO EXISTING LIGHTING CIRCUIT, PRO VIDE NEW CONTROLS AS SHOWN.2 SUPPLY THIS FIXTURE WITH AN EMERGENCY TRANSFER DEV ICE.CONNECT TO BOTH NORMAL EMERGENCY POWER CONTROL COMMON WITH LOCAL FIXTURES.3 CONNECT ALL F4 TO NPP16D PROVIDE ALL ON/OFF, 0-10V WIRING FROM POWER PACK TO EACH FIXTURE.4 CONECT ALL F5 AND F8 FIXTURES IN THIS AREA TO NPP1 6DER,PROVIDE ALL ON/OFF, 0-10V. WIRING FROM POWER PACK T O EACH FIXTURE CONNECT BOTH NORMAL AND E POWER TO 23H1-1 AND 23EH - 5 8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com 2 " 1 " 0 " 6 5 4 3 2 1 6 5 4 3 2 1 E D C B A DATE R E V I S I O N www.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER04-25-2020 5 / 1 4 / 2 0 2 0 9 : 1 7 : 0 5 A M E1.0LIGHTINGPLANBYUI MANWARING REMODEL PERMIT SET - 5/13/2020 BYU IDAHO MANWARING CENTER TI 18031 SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 LI G H T I N G P L A N 8' 4' 0" NO R T H M J J J J J J J J J J J J C R CR CR C R J J J J 1 3 2 4 5 6 7 8 9 10 11 12 B C D E F G 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 OP E N O F F I C E 20 1 OF F I C E 20 2 OF F I C E 20 3 PH O T O 20 4 OF F I C E 20 5 OF F I C E 20 6 OF F I C E 20 7 OF F I C E 20 8 OF F I C E 20 9 OF F I C E 21 0 OF F I C E 21 1 OF F I C E 21 2 OP E N O F F I C E 21 3 OF F I C E 21 4 OF F I C E 21 6 OF F I C E 21 7 SM A L L C O N F . 21 8 SM A L L C O N F . 21 9 OF F I C E 22 0 HO S T I N G 22 1 SM A L L C O N F . 22 3 TR A I N I N G 22 4 SM A L L C O N F . 22 5 SM A L L C O N F . 22 6 SM A L L C O N F . 22 7 OF F I C E 22 9 OF F I C E 23 0 DA T A 21 5 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 3D - 4 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 2D - 3 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 2D - 3 2D - 3 2D - 3 '2 3 L 3 ' '2 3 L 2 ' '2 3 L 1 ' '2 3 E H ' '2 3 H 1 ' 3D - 4 3D - 4 3D - 4 3D - 4 6D - 5 2 3 44 5 5 5 5 6D - 5 3D - 4 5 5 AC 2D - 3 2D - 3 3D - 4 2D - 3 3D - 4 2D - 3 2D - 3 2D - 3 5 5 1D 1D 1D 1D 1 D 1D 1D 1D 1D 1 D 1 D 1 D 66 1D 1 D 1 D 1D 1D 1D 6 6 6 6 6 6 TO M O T O R I Z E D OV E R H E A D DO O R 3D - 4 5 2D - 3 1 6 6 4 1D 1D 1D 1D 1D 1D 1D1D 6 6 6 6 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 3 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 2 23 L 1 23 L 2 23 L 1 23 L 1 23 L 1 23 L 1 23 L 1 23 L 1 23 L 1 23 L 1 23 L 1 23 L 3 23 L 3 6D - 5 AC 6D - 5 23 L 2 23 L 2 7 7 8 8 9 9 9 9 9 10 11 12 12 12 12 2D - 3 2D - 3 3D - 4 A. R E F E R T O S Y M B O L S C H E D U L E S F O R G E N E R A L N O T E S AS S O C I A T E D W I T H T H E I N S T A L L A T I O N O F E A C H S Y S T E M ; L I GHTING, PO W E R , F I R E A L A R M , S P E C I A L S Y S T E M S , E T C . GE N E R A L N O T E S : K E Y N O T E S : #1 E.C. SHALL COORDINATE EXACT DEVICE PLACEMENT WITH STEELCASE INSTALLER SUCH THAT ALL DEVICES ARE ACCES SIBLE.2 PROVIDE AND INSTALL (9) TWO-PORT DATA DROPS, (2) D EDICATED POWER CIRCUITS FROM PANEL 23L2 W/ (2) DUPLEX RECEPT ACLES PER CIRCUIT, AND (1) THREE PORT DATA DROP. COORDINA TE EXACT LOCATION WITH CLASSROOM TECH DEPARTMENT.3 PROVIDE AND INSTALL (4) TWO-PORT DATA DROPS, AND (1)DEDICATED CIRCUIT FROM PANEL 23L2 W/ (1) DUPLEX REC EPTACLE.COORDINATE EXACT LOCATION WITH CLASSROOM TECH DEPARTMENT.4 PROVIDE AND INSTALL (1) LARGE CAPACITY J-BOX (HUBB ELL #HBL2160) WITH A SINGLE GANG MUD RING WITH (1) 1 1/2" PATHWAY BACK TO MEZZANINE CAGE. COORDINATE EXACT LOCATION W ITH CLASSROOM TECH DEPARTMENT 5 INSTALL BEHIND FLAT PANEL DISPLAY, COORDINATE LOCA TION WITH CLASSROOM TECH DEPARTMENT 6 R O U T E W I R E S A N D C A B L I N G T H R O U G H F U R N I T U R E , P R O V I D E AND INSTALL ALL NECESSARY BRACKETS, COVERS, CONNECTOR, ETC.REQUIRED FOR INSTALLATION.7 C R E S T R O N L I G H T I N G C O N T R O L B Y O W N E R E . C . S H A L L C O O R DINATE CABLING REQUIREMENTS 8 P R O V I D E A N D I N S T A L L C A M E R A A N D C A B L I N G A S D E F I N E D BY OWNER 9 P R O V I D E A N D I N S T A L L N E W P A N E L I N D E X E S W I T H N E W L O A DS IDENTIFIED, LABEL ALL UNUSED BREAKERS AS "SPARE"10 P R O V I D E A N D I N S T A L L ( 6 ) N E W S I N G L E P O L E 2 0 A M P B R EAKERS 11 P R O V I D E A N D I N S T A L L ( 1 3 ) N E W S I N G L E P O L E 2 0 A M P B REAKERS 12 C A R D R E A D E R ; L O C A T I O N U T I L I Z E 4 S Q . B O X W / 1 - G A N G MUDRING,3/4" C TO ACCESS CONTROL BOARD AND PULL STRING 8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com 2 " 1 " 0 " 6 5 4 3 2 1 6 5 4 3 2 1 E D C B A DATE R E V I S I O N www.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com 05/ 16/2 016 J WS PROJECT NUMBER04-25-2020 5 / 1 4 / 2 0 2 0 9 : 1 7 : 0 7 A M E2.0POWER/DATA PLANBYUI MANWARING REMODEL PERMIT SET - 5/13/2020 BYU IDAHO MANWARING CENTER TI 18031 SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 MA I N L E V E L P O W E R P L A N 8' 4' 0" NO R T H