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HomeMy WebLinkAboutPLANS - 17-00309 - 525 S Center St - BYUI - Austin Bldg Remodel ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS #01 P:\17-003 BYU-I Austin Bldg Rmdl\09- CONSTRUCTION\02- ASIs\ASI 1\ASI 01.doc DATE: July 18, 2017 PROJECT NO.: 17-003 CONTRACTOR: Big-D Construction PROJECT: BYU Idaho Mark Austin Building Remodel The following are supplementary instructions intended to clarify or expand upon information contained in the Contract Documents. These instructions are not intended to authorize changes in the work which will result in a change in Contract Time or Contract Amount. If implementation of the instructions contained herein will result in a contract change, do not execute until authorized to do so by Change Order or Change Directive signed by the Owner’s Representative. SUPPLEMENTARY INSTRUCTIONS: Please see attached: 1. GI003: Code summary clarifications added in response to plan review. All occupancy types listed under the use classification. Allowable building height corrected. Sprinkler system identified in code summary. 2. GI004 & GI005: Existing and new exit sign locations indicated. ISSUED BY: Jeff Cramer CRSA Architecture • Planning • Design 649 East South Temple Salt Lake City, Utah 84102 801-746-4988 Direct jeff@crsa-us.com AP P L I C A B L E C O D E S : IN T E R N A T I O N A L B U I L D I N G C O D E IN T E R N A T I O N A L F I R E C O D E ( I N C L U D I N G A P P E N D I X D ) IN T E R N A T I O N A L E N E R G Y C O N S E R V A T I O N C O D E IN T E R N A T I O N A L M E CH A N I C A L C O D E NA T I O N A L E L E C T R I C C O D E UN I F O R M P L U M B I N G C O D E NF P A 1 0 , 1 3 , 1 4 , 3 0 , 3 0 A , 7 0 , AS H R A E 9 0 . 1 IC C A 1 1 7 . 1 AD A A G AL L A P P L I C A B L E S T A T E O F I D A H O A M E N D M E N T S AP P L I C A B L E S T A N D A R D S ( N O N - C O D E R E L A T E D ) : BY U - I D E S I G N S T A N D A R D S BY U - I T E L E C O M M U N I C A T I O N C A B L I N G S T A N D A R D S CH A P T E R 3 SE C T I O N 3 0 4 - M I X E D U S E NO N - S E P A R A T E D ( 5 0 8 . 3 ) B A S E D ON S - 1 R E S T R I C T I O N . 20 1 2 20 1 3 20 1 2 20 1 2 20 1 4 20 1 2 ---- A- 3 : L E C T U R E H A L L S , RE L I G I O U S W O R S H I P B: O F F I C E S & L A B O R A T O R I E S F- 1 : W O O D W O R K I N G , M I L L W O R K S- 1 : M O T O R V E H I C L E R E P A I R G A R A G E S CH A P T E R 4 CH A P T E R 5 TA B L E 5 0 3 - A L L O W A B L E B U I L D I N G H E I G H T S A N D A R E A S TH E F O L L O W I N G B U I L D I N G A R E A T A B U L A T I O N I S B A S E D O N TA B L E 5 0 3 U S I N G C O N S T R UC T I O N T Y P E I B & A R E A MO D I F I C A T I O N S P E R S E C T I O N 5 0 6 A S S U M I N G A F U L L 7 5 % IN C R E A S E F O R F R O N T A G E P E R SE C T I O N 5 0 6 . 2 A N D F U L L Y SP R I N K L E R E D P E R 5 0 6 . 3 3 . OC C U P A N C Y T Y P E A R E A HE I G H T S T O R I E S N/ A S- 1 I B 4 8 , 0 0 0 1 6 0 F T 1 1 SE C T I O N 5 0 4 . 2 S P R I N K L E R I N C R E A S E HE I G H T I N C R E A S E ST O R Y I N C R E A S E AC T U A L H E I G H T AC T U A L S T O R I E S - F T -50 F T 3 SE C T I O N 5 0 6 - A R E A M O D I F I C A T I O N S S- 1 O C C U P A N C Y 18 0 , 0 0 0 = 4 8 , 0 0 0 + [ 4 8 , 0 0 0 x . 7 5 ] + [ 4 8 , 0 0 0 x 2 ] SE C T I O N 5 0 6 . 2 .7 5 = [ 9 9 0 / 9 9 0 - 0 . 2 5 ] x 1 SE C T I O N 5 0 6 . 4 . 1 - A R E A D E T E R M I N A T I O N 18 0 , 0 0 0 x 3 = 54 0 , 0 0 0 S Q F T T O T A L AC T U A L A R E A LO W E R L E V E L MA I N L E V E L UP P E R L E V E L TO T A L 5 , 3 5 7 S F 6 1 , 7 3 0 S F 1 4 , 8 8 6 S F 8 1 , 9 7 3 S F SE C T I O N 5 0 8 . 2 - A C C E S S O R Y O C C U P A N C Y N / A TA B L E 5 0 8 . 2 . 5 - I N C I DE N T A L O C C U P A N C I E S NO F U R N A C E S NO B O I L E R S SE C T I O N 5 0 8 . 4 . 2 - CH A P T E R 6 TA B L E 6 0 1 ( T Y P E I B C O N S T R U C T I O N ) BU I L D I N G E L E M E N T PR I M A R Y S T R U C T U R A L F R A M E BE A R I N G W A L L S E X T E R I O R BE A R I N G W A L L S I N T E R I O R NO N B E A R I N G W A L L S A N D P A R T I T I O N S I N T E R I O R FL O O R C O N S T R U C T I O N A N D S E C O N D A R Y M E M B E R S RO O F C O N S T R U C T I O N A N D S E C O N D A R Y M E M B E R S RA T I N G I N H O U R S 2 2 2 0 2 1 CHAPTER 8:TABLE 803.9 - WALL AND CEILING FINISHES GROUP E X I T E N C L O S U R E S C O R R I D O R S R O O M S B B C C CLASS F L A M E S P R E A D I N D E X S M O K E - D E V E L O P E D I N D E X A 0 - 2 5 0 - 4 5 0 B 2 6 - 7 5 0 - 4 5 0 C 7 6 - 2 0 0 0 - 4 5 0 CHAPTER 9:SECTION 903.2 AUTOMATIC SPRINKLER SYSTEMS P E R N F P A 1 3 GROUP R E Q U I R E M E N T A-3 N O T R E Q U I R E D . ( U L C L A S S ROOMS LESS THAN 12,000 SF)B N O T R E Q U I R E D . F-1 R E Q U I R E D ( W O O D W O R K I N G O P E R A T I O N S ) S-1 N O T R E Q U I R E D . ( L E S S T H A N 1 2 , 0 0 0 S F ) FIRE SPRINKLERS TO BE PROVIDED THOUGHOUT.CHAPTER 10:TABLE 1004.1.1 FUNCTION F A C T O R F I R S T S E C O N D T H I R D ACCESSORY AREAS BUSINESS AREAS ASSEMBLY UN-CONCENTRATED CLASSROOM SHOPS INDUSTRIAL SUBTOTAL BUILDING TOTAL100 gross 2 0 1 5 4 4 9 300 gross 6 1 6 2 15 net 0 0 2 6 1 92 9 8 1 4 9 3 1,566 SECTION 1007.2.1 -ELEVATOR AS ACCESSIBLE MEANS OF EGRESS NOT REQUIREDSECTION 1005.1 - EGRESS WIDTH STAIRS @0.3 INCHES ALSO SECTION 1009.1 SECTION 1007.3 EXCEPTION 3 - AREA OF REFUGE N O T R E Q U I R E D SECTION 1007.3 EXCEPTION 2 - STAIR WIDTH 4 4 " SECTION 1008.1.4.2 - POWER OPERATED DOORS C O M P L I E S SECTION 1014.3 - COMMON PATH OF EGRESS TRAVEL 7 5 F T TABLE 1015.1 - SPACES WITH ONE EXIT 4 9 O C C M A X . SECTION 1015.1.1 - THREE OR MORE EXITS 5 0 1 - 1 , 0 0 0 O C C TABLE 1016.1 - EXIT ACCESS TRAVEL DISTANCE 2 5 0 F T SECTION 1018.1 - CORRIDOR FIRE RESISTANCE RATING 0 H R TABLE 1021.2 N / A CHAPTER 11 CHAPTER 29 CO D E S U M M A R Y N/A N/A N/ A 20 n e t 6 6 4 2 7 1 8 1 50 net 0 1 9 3 0 100 gross 0 191 0 FIRST S E C O N D T H I R D REQUIRED INCHES PROVIDED INCHES (LEVEL 1&2 EXIT TO GRADE)N/A N / A 1 4 7 . 9 N/A N / A 9 8 OTHER @ 0 . 2 I N C H E S ALSO SECTION 1018.2 FIRST S E C O N D T H I R D REQUIRED INCHES (36" MIN.)PROVIDED INCHES27.6 1 9 6 . 2 9 8 . 6 108 6 1 2 9 5 STAMP PROJECT NUMBER:DRAWN BY:CHECKED BY:ISSUE TYPE:5 4 3 2 1 D C B A DATE:5/31/17 C : \ U s e r s \ j e f f \ D o c u m e n t s \ 1 7 - 0 0 3 B Y U - I A u s t i n _ 2 0 1 6 _ j c r a m e r . r v t 7 / 1 8 / 2 0 1 7 1 : 4 1 : 2 1 P M CODE SUMMARY GI00317-003June 14, 2017 Bid Package 2Mark Austin Building Remodel Physical Plant Way Rexburg, ID 83440 JC JN1 A S I # 1 7 / 1 8 / 1 7 1 FE FIRE EXTINGUISHER COMMON PATH OF EGRESS (CPE)TRAVEL DISTANCE (TD)CPE TD EXIT SIGN EXISTING NEW 39 4 7 S F WO O D W O R K I N G LA B 11 2 8 S F CL A S S R O O M 10 8 7 S F PR O T O T Y P I N G LA B 76 8 S F CL A S S R O O M 39 8 0 S F AU T O M O T I V E LA B 39 8 0 S F AU T O M O T I V E LA B 19 7 6 S F MA C H I N I N G LA B 97 8 S F CO M P U T E R LA B 50 6 S F MA T E R I A L S LA B 73 0 S F PR O T O T Y P I N G LA B 12 0 8 S F AR C WE L D I N G LA B 68 4 S F LA Y O U T 99 0 S F GA S WE L D I N G LA B 11 9 3 S F LA B O R A T O R Y 92 0 S F TH E R M A L / FL U I D S L A B 12 5 S F ST O R A G E (E ) M A C H I N I N G L A B (E ) W A S H B A Y HA L L W A Y 1 - B VE H I C L E P A R K I N G C O M P O U N D HA L L W A Y 1 - M H A L L W A Y 1 - N H A L L W A Y 1 - C (E ) W E L D I N G ST O R A G E RM # 1 8 8 80 7 S F (E ) M E T A L S T O R . TD ~ 6 0 F T EX I T (E ) 1 4 4 " @ 5 0 = 1 6 CP E ~ 5 4 F T @ 5 0 = 2 2 (E ) M E N (E ) C U S T . (E ) W O M E N @ 2 0 = 2 8 @ 1 0 0 = 4 0 @ 1 0 0 = 4 0 89 8 S F CL A S S R O O M 20 4 S F WO M E N 14 0 S F ST A I R & LI F T 56 3 S F CL A S S R O O M 22 8 S F ME N 52 S F CU S T O D I A L (E ) C O N F . / S T U D Y (E ) M E N @ 5 0 = 1 1 @ 5 0 = 4 0 @ 5 0 = 2 0 @ 2 0 = 4 5 @ 2 0 = 5 7 EX I T (E ) 8 4 " CP E ~ 4 2 F T EX I T (E ) 7 2 " CP E ~ 2 8 F T TD ~ 1 0 8 F T TD ~ 4 2 F T CP E ~ 6 0 F T EX I T (E ) 8 4 " (E ) M E N @ 5 0 = 2 5 @ 5 0 = 1 5 CP E ~ 7 2 F T T D ~ 4 0 F T STAMP PROJECT NUMBER:DRAWN BY:CHECKED BY:ISSUE TYPE:5 4 3 2 1 D C B A DATE:5/31/17 C : \ U s e r s \ j e f f \ D o c u m e n t s \ 1 7 - 0 0 3 B Y U - I A u s t i n _ 2 0 1 6 _ j c r a m e r . r v t 7 / 1 8 / 2 0 1 7 1 : 4 0 : 4 6 P M LEVEL 2 CODE PLAN GI00417-003June 14, 2017 Bid Package 2Mark Austin Building Remodel Physical Plant Way Rexburg, ID 83440 JC JNCALCULATIONS:GRAPHIC LEGEND:TOTAL SQUARE FOOTAGE LEVEL 2 (EXCLUDING OUT BUILDINGS) 6 1 , 7 30 SF OCCUPANT LOAD ASSEMBLY UN-CONCENTRATED @ 15 = 0 CLASSROOMS @ 20 = 4 2 7 ACCESSORY STORAGE, MECHANICAL @ 300 = 1 6 BUSINESS AREAS @ 100 = 1 5 4 SHOPS @ 50 = 1 9 3 INDUSTRIAL @ 100 = 1 9 1 TOTAL MAIN LEVEL OCC = 9 8 1 EGRESS WIDTH DOOR EGRESS WIDTH @ 0.2" / OCC = 1 9 6 . 2 " R E Q U I R E D 612" EXISTING STAIR EGRESS WIDTH @ 0 . 3 " / O C C = N / A R E Q U I R E D EXISTING STAIRS EXIST TO GRADE 1 / 1 6 " = 1 ' - 0 " GI004 LE V E L 2 C O D E P L A N A4 N1 A S I # 1 7 / 1 8 / 1 7 11 FE FIRE EXTINGUISHER COMMON PATH OF EGRESS (CPE)TRAVEL DISTANCE (TD)CPE TD EXIT SIGN EXISTING NEW (E ) E L E V A T O R 2 - C (E ) C O P Y / B R E A K (E ) C L A S S R O O M (E ) O F F I C E 97 4 S F CL A S S R O O M 76 1 S F CL A S S R O O M 93 5 S F CL A S S R O O M 10 5 3 S F CL A S S R O O M ( E ) H A L L W A Y 2 - B (E ) C U S T O D I A L (E ) W O M E N (E ) M E N 96 2 S F CL A S S R O O M 10 1 0 S F CL A S S R O O M 10 4 6 S F CL A S S R O O M 21 9 S F ST O R A G E 52 S F SA C . P R E P . @ 1 5 = 6 9 CP E ~ 6 0 F T TD ~ 3 8 F T EX I T (E ) 5 0 " @ 2 0 = 4 9 61 9 S F ME C H A N I C A L @ 3 0 0 = 3 @ 2 0 = 3 9 (E ) O F F I C E (E ) O F F I C E @ 1 5 = 7 1 (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E @ 2 0 = 5 4 @ 1 5 = 6 5 @ 1 5 = 6 3 @ 1 0 0 = 3 @ 1 0 0 = 1 CP E ~ 6 9 F T C P E ~ 4 5 F T CP E ~ - F T S T A I R W E L L 2 - F S T A I R W E L L 2 - A EX I T (E ) 5 0 " 95 2 S F ME C H A N I C A L 16 9 S F TR A N S F O R M E R VA U L T 48 2 S F DU S T CO L L E C T I O N 13 1 1 S F LA P T O P CO M P U T E R LA B VE H I C L E P A R K I N G C O M P O U N D CR A W L S P A C E HA L L W A Y 0 - B HA L L W A Y 0 - B ME C H . RM # 1 6 HA L L W A Y 0 - C ST A I R W E L L 0 - F V E S T . 0 - A BD F RM # 1 2 EL E C . RM # 1 4 A CU S T . RM # 1 4 RE S T R O O M RM # 1 7 88 S F OF F I C E 92 S F OF F I C E @ 1 0 0 = 1 @ 1 0 0 = 1 STAMP PROJECT NUMBER:DRAWN BY:CHECKED BY:ISSUE TYPE:5 4 3 2 1 D C B A DATE:5/31/17 C : \ U s e r s \ j e f f \ D o c u m e n t s \ 1 7 - 0 0 3 B Y U - I A u s t i n _ 2 0 1 6 _ j c r a m e r . r v t 7 / 1 8 / 2 0 1 7 1 : 4 1 : 0 2 P M LEVELS 1&3 CODE PLANS GI00517-003June 14, 2017 Bid Package 2Mark Austin Building Remodel Physical Plant Way Rexburg, ID 83440 JC JNCALCULATIONS:GRAPHIC LEGEND: 3 / 3 2 " = 1 ' - 0 " GI 0 0 5 LE V E L 3 C O D E P L A N A4 N 3 / 3 2 " = 1 ' - 0 " GI 0 0 5 LE V E L 1 C O D E P L A N C1 N TOTAL SQUARE FOOTAGE LEVEL 1 6 1 , 7 3 0 S F OCCUPANT LOAD ASSEMBLY UN-CONCENTRATED @ 15 = 0 CLASSROOMS @ 20 = 6 6 ACCESSORY STORAGE, MECHANICAL @ 300 = 6 BUSINESS AREAS @ 100 = 2 0 TOTAL MAIN LEVEL OCC = 9 2 EGRESS WIDTH DOOR EGRESS WIDTH @ 0.2" / OCC = 2 7 . 6 " R E Q U I R E D 108"EXISTING STAIR EGRESS WIDTH @ 0 . 3 " / O C C = N / A R E Q U I R E D EXISTING STAIRS EXIST TO GRADE TOTAL SQUARE FOOTAGE LEVEL 3 14,886 SF OCCUPANT LOAD ASSEMBLY UN-CONCENTRATED @ 15 = 2 6 1 CLASSROOMS @ 20 = 1 8 1 ACCESSORY STORAGE, MECHANICAL @ 300 = 2 BUSINESS AREAS @ 100 = 4 9 TOTAL MAIN LEVEL OCC = 4 9 3 EGRESS WIDTH DOOR EGRESS WIDTH @ 0.2" / OCC = 9 8 . 6 " R E Q U I R E D 100" EXISTING STAIR EGRESS WIDTH @ 0 . 3 " / O C C = 1 4 8 " R E Q U I R E D 100" EXISTING 1 A S I # 1 7 / 1 8 / 1 7 1 1 1