The URL can be used to link to this page

Home My WebLink AboutPLANS - 19-00119 - BYUI - Hart Building MEP RemodelJOHN W. HART BUILDING MEP REMODEL AP P R O V A L S I G N A T U R E S HE N R Y J . E Y R I N G PR E S I D E N T O F B R I G H A M Y O U N G U N I V E R S I T Y -IDAHO JE F F M O R R I N UN I V E R S I T Y R E S O U R C E S V I C E P R E S I D E N T W A Y N E C L A R K UN I V E R S I T Y O P E R A T I O N S M A N A G I N G D I R E C T O R AN D Y J O H N S O N FA C I L I T I E S P L A N N I N G / C O N S T R U C T I O N D I R E C T O R DA V I D G A Y UN I V E R S I T Y A R C H I T E C T DATE DATE DATE DATE DATEPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:PROJECT NO:DOCUMENT STATUS STATUS DATEREVISIONS 3 / 4 / 2 0 1 9 8 : 5 6 : 3 6 A M C : \ U s e r s \ f d a v i d g \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ m i c a l i w . r v t COVER SHEETJOHN W. HART BUILDING -MEP & LOCKER ROOM REMODELMECHANICAL ENGINEER:Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 3 2 2 - 0 4 8 7 ELECTRICAL ENGINEER:Payne Engineering 1823 E. Center St.Pocatello, ID 83201 (208) 2 3 2 - 4 4 3 9 POOL CONSULTANT:Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 3 8 4 - 9 5 0 0 F. D a v i d G a y gayf@byui.edu (208) 4 9 6 - 2 6 6 7 G001©2018 BYU-IDAHO 525 South Center St.Rexburg, ID 83460 STRUCTURAL ENGINEER:John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 7 5 4 - 7 0 2 0 FDG 1056902/06 /1 9 BID DOCUMENTS JAMNO. D E S C R I P T I O N D A T E AB R E V I A T I O N S A. F . F . : A B O V E F I N I S H E D F L O O R AL U M : A L U M I N U M AS C : A B O V E S U S P E N D E D C E I L I N G CG : C O R N E R G U A R D CJ : C O R N E R J O I N T CL : C E N T E R L I N E CL R : C L E A R CM U : C O N C R E T E M A S O N R Y U N I T CO : C L E A N O U T CO L : C O L U M N CO N C : C O N C R E T E CO N S T : C O N S T R U C T I O N CP T : C A R P E T DE M O : D E M O L I S H , D E M O L I T I O N DF : D R I N K I N G F O U N T A I N DI A : D I A M E T E R DI A M : D I A M E T E R EJ : E X P A N S I O N J O I N T EL E V : E L E V A T I O N S F. F . : F I N I S H E D F L O O R F. V . : F I E L D V E R I F Y FE C : F I R E E X T I N G U I S H E R C A B I N E T GA : G U A G E GA L V : G A L V A N I Z E D GB : G R A B B A R GY P B D : G Y P S U M B O A R D HM : H O L L O W M E T A L IB C : 2 0 1 2 I N T E R N A T I O N A L B U I L D I N G C O D E IN S U L : I N S U L A T I O N MI N : M I N I M U M O. C . : O N C E N T E R OH : O P P O S I T E H A N D OP O I : O W N E R P R O V I D E D / O W N E R I N S T A L L E D OP C I : O W N E R P R O V I D E D / C O N T R A C T O R I N S T A L L E D CP C I : C O N T R A C T O R P R O V I D E D / C O N T R A C T O R I N S T A L L E D OP P : O P P O S I T E P L A M : P L A T I C L A M I N A T E RE F : R E F E R E N C E SI M : S I M I L A R S. S . S T A I N L E S S S T E E L SP E C S : S P E C I F I C A T I O N S T. O . C . : T O P O F C O N C R E T E TP : T O I L E T P A P E R D I S P E N S E R TY P : T Y P I C A L VI F : V E R I F Y I N F I E L D SY M B O L S A1 0 1 1 SI M A1 0 1 1 Re f 1 R e f 1 Re f 1 R e f A1 0 1 1 SI M 1 R e f 1 A1 0 1 SI M A1 0 1 1 Re f N ?1t1i DE T A I L R E F E R E N C E IN T E R I O R E L E V A T I O N R E F E R E N C E IN T E R I O R E L E V A T I O N R E F E R E N C E SE C T I O N R E F E R E N C E EX T T E R I O R E L E V A T I O N RE F E R E N C E NO R T H A R R O W KE Y N O T E T A G ( C O N N E C T E D T O LE G E N D ) FF & E T A G WI N D O W T A G Ro o m n a m e 10 1 RO O M T A G 10 1 DO O R T A G 1 WA L L T A G 1 RE V I S I O N T A G EL E V A T I O N M A R K E R # KE Y N O T E S Y M B O L A. F . F . 1' -0" AL T E R N A T E S D E S C R I P T I O N AL T E R N A T E O N E - Re p l a c e m e n t o f M a i n G y m s u p p l y f a n a n d r e t u r n r e l i e f fa n a s i n d i c a t e d o n t h e M e c h a n i c a l a n d E l e c t r i c a l d r a w i n g s a n d sp e c i f i c a t i o n s . AL T E R N A T E T W O - Re p l a c e F i t n e s s C e n t e r a n d R a c q u e t b a l l C o u r t he a t i n g s y s t e m w i t h H V A C e q u i p m en t a s i n d i c a t e d o n M e c h a n i c a l a nd El e c t r i c a l d r a w i n g s a n d s p e c i f i c a t i o n s . A l s o i n c l u d e s r o o f a n d w a l l pe n e t r a t i o n r e p a i r , n e w w a l l a n d r o o f p e n e t r a t i o n s , s t r u c t u r a l mo d i f i c a t i o n s re q u i r e d t o s u p o r t n e w e q u i p m e n t o n R a c q u e t b a l l r o o f , a n d n e w r oo f ac c e s s d o o r a n d l a d d e r a s i n d i c a t e d o n A r c h i t e c t u r a l d r a w i n g s a nd sp e c i f i c a t i o n s . AL T E R N A T E T H R E E - In s t a l l a t h i r d p o o l f i l t e r a s i n d i c a t e d o n P o o l Eq u i p m e n t a n d E l e c t r i c a l d r a w i n g s . AL T E R N A T E F O U R - In s t a l l f i r e s p r i n k l e r s i n t h e F i t n e s s C e n t e r ( R o o m 18 2 ) a s i n d i c a t e d i n t h e F i r e P r o d e c t i o n d r a w i n g s a n d s p e c i f i c a ti o n s . In c l u d e s d e m o l i t i o n o f b a s k e t b a l l s t a n d a r d s a n d p a i n t i n g o f c e i li n g , st r u c t u r e , d u c t w o r k , c o n d u i t , p l u m b i n g a n d s i d e w a l l a b o v e t h e t op ho r i z o n t a l b l u e a c c e n t c o l o r b a n d . AL T E R N A T E F I V E - Re p l a c e r o o f i n g m e m b r a n e , i n s u l a t i o n a n d a s s o c i a t e d fl a s h i n g a n d w e a t h e r p r o o f i n g o v e r t h e r a c q u e t b a l l c o u r t s . 1. TH E P R O J E C T S P E C I F I C A T I O N S F O R M A P A R T O F T H E S E G E N E R A L NO T E S 2. TH E C O N T R A C T O R S H A L L V E R I F Y A L L D I M E N S I O N S P R I O R T O ST A R T I N G C O N S T R U C T I O N . T H E A R C H I T E C T S H A L L B E N O T I F I E D O F AN Y D I S C R E P A N C I E S O R I N C O N S I S T E N C I E S . 3. DI M E N S I O N S S H A L L T A K E P R E C E D E N C E O V E R S C A L E D DR A W I N G S . D O N O T S C A L E T H E D R A W I N G S . 4. IN F O R M A T I O N S H O W N O N T H E D R A W I N G S R E L A T E D T O E X I S T I N G CO N D I T I O N S R E P R E S E N T S T H E P R E S E N T K N O W L E D G E , B U T W I T H O U T G U R A N T E E O F A C C U R A C Y . R E P O R T C O N D I T I O N S T H A T CO N F L I C T W I T H T H E C O N T R A C T D O C U M E N T S T O T H E A R C H I T E C T . DO N O T D E V I A T E F R O M T H E C O N T R A C T D O C U M E N T S W I T H O U T W R I T T E N D I R E C T I O N F R O M T H E A R C H I T E C T . 5. DE T A I L S I N S H E E T S T I T L E D " T Y P I C A L D E T A I L S " , T Y P I C A L D E T A I L S AN D G E N E R A L N O T E S A P P L Y T O A L L P A R T S O F T H E W O R K , E X C E P T W H E R E S P E C I F I C A L L Y D E T A I L E D O R U N L E S S N O T E D O T H E R W I S E . TH E S E A R E N O T S P E C I F I C A L L Y R E F E R E N C E D W H E R E T H E Y O C C U R . 6. NO T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E PR E C E D E N C E O V E R T H E S E G E N E R A L N O T E S A N D T H E T Y P I C A L DE T A I L S . W H E R E N O T E S A N D D E T A I L S A R E I N C O N F L I C T W I T H T H E PR O J E C T S P E C I F I C A T I O N S , T H E M O R E S T R I N G E N T S H A L L A P P L Y . CO N D I T I O N S N O T S P E C I F I C A L L Y S H O W N S H A L L B E C O N S T R U C T E D AS S H O W N F O R S I M I L A R W O R K . 7. AL L W O R K S H A L L C O N F O R M T O T H E M I N I M U M S T A N D A R D S O F T H E FO L L O W I N G C O D E S A N D A D O P T E D S T A N D A R D S : T H E 2 0 1 2 E D I T I O N OF T H E I N T E R N A T I O N A L B U I L D I N G C O D E , A N D O T H E R R E G U L A T I N G AG E N C I E S W H I C H H A V E A U T H O R I T Y O V E R A N Y P O R T I O N O F T H E W O R K , A N D T H O S E C O D E S A N D S T A N D A R D S L I S T E D I N T H E S E GE N E R A L N O T E S A N D I N T H E P R O J E C T S P E C I F I C A T I O N S . 8. AL L S P E C I F I C A T I O N S , S T A N D A R D S , A N D C O D E S N O T E D S H A L L B E TH E L A T E S T A P P R O V E D E D I T I O N S A N D R E V I S I O N S B Y T H E GO V E R N M E N T A L A G E N C Y H A V I N G J U R I S D I C T I O N O V E R T H I S PR O J E C T . 9. MA N U F A C T U R E D M A T E R I A L S H A L L B E A P P R O V E D B Y T H E CH E C K I N G A G E N C Y P R I O R T O T H E I R U S E . A L L R E Q U I R E M E N T S O F TH O S E A P P R O V A L S S H A L L B E F O L L O W E D . 10 . SE E M E C H A N I C A L , P L U M B I N G , A N D E L E C T R I C A L D R A W I N G S F O R TH E F O L L O W I N G : A. PI P E S , S L E E V E S , H A N G E R S , T R E N C H E S , W A L L F L O O R A N D RO O F O P E N I N G S , D U C T P E N E T R A T I O N , E T C . E X C E P T A S S H O W N OR N O T E D . B. EL E C T R I C A L C O N D U I T R U N S , B O X E S , O U T L E T S I N W A L L S A N D SL A B S . C. AN C H O R A G E A N D B R A C I N G F O R E L E C T R I C A L , M E C H A N I C A L , OR P L U M B I N G E Q U I P M E N T T O T H E S T R U C T U R E . D. AN C H O R B O L T S F O R E Q U I P M E N T M O U N T S . E. SI Z E A N D L O C A T I O N O F M A C H I N E O R E Q U I P M E N T B A S E S , AN C H O R B O L T S F O R M O U N T S . 11 . T H E C O N T R A C T O R S H A L L R E S O L V E A N Y C O N F L I C T S O N T H E CO N S T R U C T I O N D O C U M E N T S W I T H T H E A R C H I T E C T P R I O R T O PR O C E E D I N G W I T H T H E W O R K . 12 . A L L E X I S T I N G C O N S T R U C T I O N I S T O R E M A I N U N L E S S SP E C I F I C A L L Y N O T E D OT H E R W I S E . I T E M S T H A T A R E D A M A G E D B Y DE M O L I T I O N A N D / O R C O N S T R U C T I O N A C T I V I T I E S S H A L L B E RE P A I R E D O R R E P L A C E D T O T H E O W N E R ' S S A T I S F A C T I O N . 13 . F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S I N C L U D I N G B U T N O T LI M I T E D T O D I M E N S I O N S A N D Q U A N T I T I E S . GE N E R A L N O T E S PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:PROJECT NO:DOCUMENT STATUS STATUS DATEREVISIONS 3 / 4 / 2 0 1 9 8 : 5 6 : 3 9 A M C : \ U s e r s \ f d a v i d g \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ m i c a l i w . r v t GENERAL INFORMATIONJOHN W. HART BUILDING -MEP & LOCKER ROOM REMODELMECHANICAL ENGINEER:Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 3 2 2 - 0 4 8 7 ELECTRICAL ENGINEER:Payne Engineering 1823 E. Center St.Pocatello, ID 83201 (208) 2 3 2 - 4 4 3 9 POOL CONSULTANT:Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 3 8 4 - 9 5 0 0 F. D a v i d G a y gayf@byui.edu (208) 4 9 6 - 2 6 6 7 G002©2018 BYU-IDAHO 525 South Center St.Rexburg, ID 83460 STRUCTURAL ENGINEER:John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 7 5 4 - 7 0 2 0 DG 1056902/06 /1 9 BID DOCUMENTS JAMARCHITECTURALAE123 U n n a m e d AE124 U n n a m e d AE125 U n n a m e d AD101 O V E R A L L D E M O L I T I O N P L A N S AD161 O V E R A L L D E M O L I T I O N R E F L E C T E D C E I L I N G P L A N AD171 M A I N L E V E L - E N L A R G E D D E M O L I T I O N R E F L E C T E D C E I L I N G P L A N S AD172 U P P E R L E V E L - E N L A R G E D D E M O L I T I O N R E F L E C T E D C E I L I N G P L A N S AD181 O V E R A L L R O O F D E M O L I T I O N P L A N AE101 O V E R A L L S I T E A N D F L O O R P L A N AE161 O V E R A L L R E F L E C T E D C E I L I N G P L A N S AE171 M A I N L E V E L - E N L A R G E D R E F L E C T E D C E I L I N G P L A N S AE172 U P P E R L E V E L - E N L A R G E D R E F L E C T E D C E I L I N G P L A N S AE181 O V E R A L L A N D E N L A R G E D R O O F P L A N AE501 A R C H I T E C T U R A L D E T A I L S SHEET INDEX GENERAL G001 C O V E R S H E E T G002 G E N E R A L I N F O R M A T I O N STRUCTURAL S0.1 C O V E R S H E E T S1.1 G E N E R A L N O T E S S2.2 S T R U C T U R A L P L A N S S3.1 D E T A I L S ELECTRICAL E-0.1 E L E C T R I C A L N O T E S & D E T A I L S E-1.0 1 S T L E V E L E X I S T I N G E L E C T R I C A L E-1.1 2 N D L E V E L E X I S T I N G E L E C T R I C A L E-1.2 3 R D L E V E L E X I S T I N G E L E C T R I C A L E-2.1 2 N D L E V E L L I G H T I N G E-2.2 3 R D L E V E L L I G H T I N G E-3.0 1 S T L E V E L P O W E R E-3.1 3 R D L E V E L P O W E R E-4.0 3 R D L E V E L F I R E A L A R M E-5.0 P A N E L S C H E D U L E S POOL SP000 P O O L R E F E R E N C E P L A N SP001 P O O L D E M O L I T I O N P L A N SP100 P O O L R E N O V A T I O N P L A N S SP101 P O O L M E C H A N I C A L D E T A I L S SP102 P O O L M E C H A N I C A L D E T A I L S SP200 P O O L S Y S T E M S S C H E M A T I C SP300 P O O L H E A T I N G P L A N S MECHANICAL M-001 M E C H . S Y M B O L L E G E N D A N D E Q U I P M E N T S C H E D U L E S M-002 M E C H A N I C A L E Q U I P M E N T S C H E D U L E S MD121 U P P E R L E V E L S W I M M I N G P O O L M E C H A N I C A L D E M O L I T I O N P L A N MD401 E N L A R G E D M E C H . R O O M M E C H A N I C A L D E M O L I T I O N P L A N - S O U T H MD402 E N L A R G E D M E C H . R O O M M E C H A N I C A L D E M O L I T I O N P L A N - N O R T H MH102 L O W E R L E V E L M E C H A N I C A L R E M O D E L P L A N S MH113 M A I N L E V E L M E C H A N I C A L R E M O D E L P L A N - M A I N G Y M MH121 U P P E R L E V E L S W I M M I N G P O O L M E C H A N I C A L R E M O D E L P L A N MH301 M E C H A N I C A L S E C T I O N S MH401 E N L A R G E D M E C H . R O O M M E C H A N I C A L R E M O D E L P L A N - S O U T H MH402 E N L A R G E D M E C H . R O O M M E C H A N I C A L R E M O D E L P L A N - N O R T H MH501 M E C H A N I C A L D E T A I L S MH502 M E C H A N I C A L D E T A I L S MP401 P A R T I A L L O W E R L E V E L M E C H A N I C A L R E M O D E L P L A N ( M E T E R I N G ) MP501 M E C H A N I C A L P I P I N G D E T A I L S MP601 C H I L L E D W A T E R F L O W D I A G R A M ( M E T E R I N G ) MP602 H E A T I N G W A T E R F L O W D I A G R A M MP603 P O O L H E A T I N G S T E A M F L O W D I A G R A M MI601 M E C H A N I C A L C O N T R O L D I A G R A M S MI602 M E C H A N I C A L C O N T R O L D I A G R A M S MI603 M E C H A N I C A L C O N T R O L D I A G R A M S MI607 M E C H A N I C A L C O N T R O L D I A G R A M S MI608 M E C H A N I C A L C O N T R O L D I A G R A M S PLUMBING PL401 P A R T I A L L O W E R L E V E L P L U M B I N G R E M O D E L P L A N ( M E T E R I N G ) FIRE PROTECTION FP101 F I R E P R O T E C T I O N P L A N - L E V E L 1 FP102 F I R E P R O T E C T I O N P L A N - L E V E L 2 FP103 F I R E P R O T E C T I O N P L A N - L E V E L 3 NO. D E S C R I P T I O N D A T E ABBREVIATIONS DRAWING LIST SHEET TITLE: DA T E P R I N T E D : DA T E DE S C R I P T I O N SHEET: 02 / 0 6 / 1 9 10 0 % C D s - - - - - - - - AT T JT T - - - - - - - - T- 1 0 2 3 . 1 0 0 CH E C K E D B Y : PR O J E C T N O : DR A W N B Y : RE V I S I O N S ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 HART BUILDING MEP RENOVATION PROJECT 2/ 5 / 2 0 1 9 9 : 3 4 : 4 6 A M H: \ C A D \ T - 1 0 2 3 . 1 0 0 B Y U - I \ C E N T R A L \ T - 1 0 2 3 . 1 0 0 B Y U - I . r v t S0.1 BY U - I H A R T B U I L D I N G COVER SHEET S C E N T E R S T , R E X B U R G , I D 8 3 4 6 0 INV INVERTED JST JOIST JT JOINT K KIPS (1,000 LBS) KSI KIPS PER SQUARE INCH LB(S) POUND(S) LEN LENGTH LG LONG LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LSH LONG SLOTTED HOLE LT LIGHT LVL LAMINATED VENEER LUMBER LVL LEVEL (FLOOR) MATL MATERIAL MAX MAXIMUM MECH'L MECHANICAL MED MEDIUM MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MIX MIXTURE MK MARK MS MIDDLE STRIP MTL METAL MULT MULTIPLE NF NEAR FACE NIC NOT IN CONTRACT NO or # NUMBER NORM NORMAL NS NEAR SIDE NTS NOT TO SCALE O-O OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OVERSIZED HOLE OPNG OPENING OPP OPPOSITE ORIG ORIGINAL P/C PRECAST P/T POST-TENSIONED or PRESTRESSED PARA PARALLEL PC PIECE PCF POUNDS PER CUBIC FOOT PERM PERMANENT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PNL PANEL PROJ PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED RAD or R RADIUS REF REFERENCE REINF REINFORCEMENT or REINFORCING REQD REQUIRED REV REVISE or REVISION RF ROOF RJ ROOF JOIST SC SLIP CRITICAL SCHED SCHEDULE SECT SECTION SEP SEPARATION SHT SHEET SHTHG SHTEATHING SIM SIMILAR SK SKETCH SLBB SHORT LEG BACK TO BACK SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SOG SLAB ON GRADE SP SPACE(S) SPECS SPECIFICATIONS SQ SQUARE SSH SHORT SLOTTED HOLE STAGG STAGGER(ED) STD STANDARD STIFF STIFFENER STIR STIRRUP STL STEEL STRUCT STRUCTURAL SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T/ TOP OF T/W TOP OF WALL TEMP TEMPORARY THK THICK(NESS) THRD THREADED THRU THROUGH TOL TOLERANCE TOT TOTAL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WD WOOD WF WIDE FLANGE WP WORK POINT WT WEIGHT WWF WELDED WIRE FABRIC X-HVY EXTRA HEAVY X-STR EXTRA STRONG XX-STR DOUBLE EXTRA STRONG YD YARD & AND (N) NEW 2L DOUBLE ANGLE @ AT AB ANCHOR BOLT ABV ABOVE ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANCH ANCHOR APPROX APPROXIMATE ARCH('L) ARCITECT(URAL) ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVG AVERAGE AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF B/D BOTTOM OF DECK BEL BELOW BF BRACE FRAME BLDG BUILDING BLK(G) BLOCK(ING) BM BEAM BN BOUNDARY NAILING BOT BOTTOM BP BASE PLATE BRG BEARING BTWN BETWEEN BU BUILT UP C CHANNEL C-C CENTER TO CENTER CC CARRIED COLUMN CEN CENTER CF CUBIC FOOT CG CENTER OF GRAVITY CIP CAST IN PLACE CJ CONTROL or CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CS COLUMN STRIP CTR CENTER(ED) CTRSK COUNTERSINK CY CUBIC YARD d PENNY (NAILS) DBL DOUBLE DET DETAIL DF DOUGLAS FIR DIA or Ø DIAMETER DIAG DIAGONAL DIM(S) DIMENSION(S) DWG(S) DRAWING(S) DWL(S) DOWEL(S) EA EACH EBF ECCENTRIC BRACE FRAME EF EACH FACE ELEC(L) ELECTRIC(AL) ELEV ELEVATION EMBED EMBEDMENT EN EDGE NAILING ENGR ENGINEER EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXCAV EXCAVATE EXIST or (E) EXISTING EXP EXPANSION EXT EXTERIOR F/ FACE OF F/B FACE OF BLOCK or BRICK FAB FABRICATED or FABRICATION FDN FOUNDATION FF FAR FACE FIN FINISH(ED) FLG FLANGE FLR FLOOR FN FIELD NAILING FRMG FRAMING FS FAR SIDE FT FOOT FTG FOOTING GA GAGE or GAUGE GALV GALVANIZE(D) GB GRADE BEAM GL GRID LINE GLB GLUED-LAMINATED BEAM GR GRADE GRND GROUND GSN GENERAL STRUCTURAL NOTES HCA HEADED CONCRETE ANCHOR HD HOLDOWN HDR HEADER HGR HANGER HGT HEIGHT HORZ HORIZONTAL HT HEAVY TIMBER IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE(D) INFO INFORMATION INT INTERIOR S0.1 COVER SHEET S1.1 GENERAL NOTES S2.2 STRUCTURAL PLANS S3.1 DETAILS ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 GENERAL NOTES A.GENERAL 1 THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. DO NOT SCALE THE DRAWINGS. 4 INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ARCHITECT. 5 DETAILS IN SHEETS TITLED 'TYPICAL DETAILS', TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK, EXCEPT WHERE SPECIFICALLY DETAILED OR UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT SPECIFICALLY REFERENCED WHERE THEY OCCUR. 6 NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS. WHERE NOTES AND DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK. 7 ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND ADOPTED STANDARDS: THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE GENERAL NOTES AND IN THE PROJECT SPECIFICATIONS. 8 ALL SPECIFICATIONS, STANDARDS AND CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 9 MANUFACTURED MATERIAL SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 10 SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS. B SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. C SIZES AND LOCATIONS OFCONCRETE CURBS, FLOOD DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS. E FLOOR AND ROOF FINISHES. F STAIR FRAMING AND DETAILS. G DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. H CEILING ASSEMBLIES. I EXTERIOR WALL ASSEMBLIES 11 SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION, ETC. EXCEPT AS SHOWN OR NOTED. B ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D ANCHOR BOLTS FOR EQUIPMENT MOUNTS. E SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. 12 OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., THAT ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS AND/OR DIMENSIONS THAT ARE IN CONFLICT WITH THE STRUCTURAL DRAWINGS. 13 THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE MEANS, METHOD, TECHNIQUES, SEQUENCE AND PROCEDURE OF CONSTRUCTION AS REQUIRED. 14 THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE CONSTRUCTION DOCUMENTS WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 15 ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. SUBSTITUTIONS OF PRODUCTS OR MATERIALS SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED. 16 AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY . 17 CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 18 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 19 CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE ARCHITECT. 20 SHOP DRAWINGS SHALL BE SUBMITTED IN PDF FORMAT VIA OWNER'S ONLINE EBUILDER SYSTEM. 21 SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS IF REQUIRED AND WHERE INDICATED WITHOUT PRIOR WRITTEN APPROVAL. 22 ARCHITECT’S/ENGINEER’S REVIEW OF THE SHOP DRAWINGS IS TO GENERALLY CONFIRM PROPER INTERPRETATION OF THE CONTRACT DOCUMENTS AND SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS AND OTHERWISE PROCESSED IN ACCORDANCE WITH THE PROJECT PROTOCOL. 23 ALLOW FIVE WORKING DAYS FOR PROCESSING SHOP DRAWINGS OTHER THAN STRUCTURAL STEEL & DESIGN-BUILD ITEMS AFTER RECEIPT BY THE STRUCTURAL ENGINEER. ALLOW TEN WORKING DAYS FOR PROCESSING STRUCTURAL STEEL & DESIGN- BUILD ITEM SHOP DRAWINGS. SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED A MAXIMUM OF TWO TIMES. 24 REQUESTS FOR INFORMATION (RFI) SHALL BE LIMITED TO QUESTIONS RELATED TO THE INTERPRETATION OF THE CONSTRUCTION DRAWINGS. REQUESTS FOR SUBSTITUTION, REQUESTS FOR ASSISTANCE WITH RESOLUTION OF NON-COMPLIANCE WORK AND SIMILAR REQUESTS SHALL NOT BE SUBMITTED AS AN RFI. 25 EITHER THE DESIGNER SPECIFYING NON-STRUCTURAL COMPONENTS OR THE CONTRACTOR INSTALLING THAT WORK SHALL PROVIDE ANCHORAGE AND BRACING AS REQUIRED BY AISC 7-10. THE STRUCTURAL ENGINEER WILL REVIEW THOSE DESIGNS FOR IMPACT ON THE STRUCTURE ONLY. IF THE ANCHORAGE AND/OR BRACING CAUSE AN OVERLOAD CONDITION, THE SUBMITTAL WILL BE REJECTED. A.GENERAL (CONT) 26 DESIGN LIVE LOADS: AREA LIVE LOAD REMARK ROOF 20 PSF REDUCIBLE FLOOR 40 PSF REDUCIBLE STAIR 100 PSF NON-REDUCIBLE 27 SNOW LOAD CRITERIA: RISK CATEGORY:II SNOW IMPORTANCE FACTOR:IS=1.00 FLAT ROOF SNOW LOAD:Pf = 35 PSF+ DRIFT B.CONCRETE 1 ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE', ACI 318, AND THE 'SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 301, LATEST EDITIONS, WITH MODIFICATIONS AS NOTED ON THE DESIGN DRAWINGS OR SPECIFICATIONS. 2 CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. 3 ALL MIX DESIGNS SHALL BE PREPARED BY A QUALIFIED CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF IDAHO AND BEAR HIS WET SEAL AND SIGNATURE. THE DESIGNS FOR EACH TYPE OF CONCRETE STRENGTH SPECIFIED SHALL STATE THE PROJECT NAME AND LOCATION OF USAGE. 4 ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: LOCATION IN STRUCTURE STRENGTH TYPE RETAINING WALLS 4,500 PSI NORMAL WEIGHT POOL WALLS 5,000 PSI NORMAL WEIGHT 5 PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V IN CONTACT WITH SOIL AND TYPE II ELSEWHERE. CONCRETE EXPOSED TO SOILS CONTAINING SULFATES AND EXPOSED TO FREEZING-AND-THAWING CONDITIONS SHALL COMPLY WITH IBC SECTION 1904.1. 6 CONCRETE MIXES MAY CONTAIN FLY ASH. THE FLY ASH SHALL CONFORM TO ASTM C618 CLASS F. 7 AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 8 AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330 AND PROJECT SPECIFICATIONS. LIGHTWEIGHT CONCRETE MIX DESIGN SHALL BE TESTED, PRIOR TO APPROVAL, FOR SHRINKAGE IN ACCORDANCE WITH ASTM C157. SHRINKAGE SHALL NOT EXCEED 0.0005 INCHES/INCH. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 9 THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUIT SHALL PASS THROUGH CONCRETE BEAMS OR COLUMNS UNLESS SPECIFICALLY DETAILED. 10 FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. 11 NON-SHRINK, NON-METALLIC GROUT UNDER BASEPLATES, SILL PLATES, ETC. SHALL HAVE A MINIMUM F’c = 7,000 PSI. 12 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 13 THOROUGHLY CLEAN AND ROUGHEN ALL E_ISTING CONCRETE, CONCRETE PREVIOUSLY POURED AND HARDENED AND MASONRY SURFACES TO RECEIVE NEW CONCRETE. INTERFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1/4”UNLESS NOTED OTHERWISE 14 IF COLUMNS AND WALLS ARE PLACED WITH A FLOOR, TWO HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL POUR AND BEGINNING OF THE FLOOR POUR. 15 CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS SHALL BE AS FOLLOWS: MINIMUM COVER, INCHES A CONCRETE CAST AGAINST AND PERMANENTLY E_POSED TO EARTH 3 B CONCRETE E_POSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR 2 NO. 5 BAR AND SMALLER 1 1/2 C CONCRETE NOT E_POSED TO WEATHER OR IN CONTACT WITH GROUND, UNO: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR 1 1/2 NO. 11 BAR AND SMALLER 3/4 BEAMS, COLUMNS AND WALL JAMBS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1/2 D SLAB ON GRADE 2 INCHES CLEAR FROM TOP 16 ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 17 MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON GRADE, CONCRETE ON STEEL DECK, FRAMED CONCRETE FLOORS AND WALLS DO NOT REQUIRE SLEEVES, UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS, MECHANICAL OR ELECTRICAL DRAWINGS IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORING OPENINGS IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUIT SHALL PASS THROUGH CONCRETE BEAMS OR COLUMNS UNLESS SPECIFICALLY DETAILED. 18 EXCEPT FOR SLABS ON GRADE AND CONCRETE ON STEEL DECK, EMBEDDED ELECTRICAL CONDUITS OR MECHANICAL PIPES (OTHER THAN THOSE PASSING THROUGH) OUTSIDE DIAMETER SHALL NOT EXCEED 30 PERCENT OF THE SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE CONCENTRATIONS OF ELECTRICAL CONDUITS OR MECHANICAL PIPES SHALL BE AVOIDED E_CEPT WHERE DETAILED OPENINGS ARE PROVIDED. FOR SLABS ON GRADE, UNLESS OTHERWISE DETAILED, NO PIPES OR CONDUITS SHALL BE PLACED WITHIN THE INDICATED CONCRETE SLAB THICKNESS AND SHALL BE LOCATED BELOW THE SLAB. 19 PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 IN. CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 20 CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 21 PROVIDE 3" MINIMUM CONCRETE COVER ALL AROUND STRUCTURAL STEEL AND MISCELLANEOUS METAL BELOW GRADE. C.STRUCTURAL STEEL 1 STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE FOLLOWING AISC CODES: A 'AMERICAN INSTITUTE OF STEEL CONSTRUCTION’S MANUAL OF STEEL CONSTRUCTION', LATEST EDITION (AISC) 1 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS', (AISC 360). 2 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', (RCSC). 1 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES', (AISC 303). B AMERICAN INSTITUTE OF STEEL CONSTRUCTION: 'SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS', LATEST EDITION INCLUDING SUPPLEMENTS (AISC 341). 2 STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW UNLESS NOTED OTHERWISE: ALL WIDE FLANGE AND WT SHAPES A992, GRADE 50 STEEL ANGLES AND CHANNELS A36 ALL OTHER STRUCTURAL SECTIONS A572, GRADE 50 BEAM SHEAR PLATES, STIFFENER A36 PLATES, ALL OTHER PLATES HSS (RECTANGULAR, SQUARE OR ROUND)A500, GRADE B STEEL PIPE (NOT LABELED AS HSS)A53, GRADE B STAINLESS STEEL SHAPES,A276 PLATES AND BARS BOLTS A325N ANCHOR BOLTS (ANCHOR RODS) F1554, GRADE 36 HEADED THREADED AND HANGER ROD A572, GRADE 50 NUTS FOR BOLTS AND MACHINE BOLTS A563 UNHARDENED WASHERS F844 PLAIN WASHERS ANSI B18.22.1 3 THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL FOR ARCHITECT'S REVIEW BEFORE FABRICATION. 4 BOLT HOLES IN STEEL SHALL BE STANDARD HOLES, 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES IN BASE PLATES MAY BE OVERSIZED PER AISC TABLE 14-2 IF WASHERS ARE PROVIDED IN ACCORDANCE WITH THIS TABLE. 5 BOLTS SHALL BE SPACED AT 3" OC UNLESS NOTED OTHERWISE. THE DISTANCE FROM THE EDGE OF A STANDARD HOLE TO THE EDGE OF A CONNECTING PART IN ANY DIRECTION SHALL NOT BE LESS THAN 1 1/2" UNLESS NOTED OTHERWISE. THE DISTANCE FROM THE CENTER OF AN OVERSIZED OR SLOTTED HOLE TO THE EDGE OF A CONNECTING PART SHALL NOT BE LESS THAN THAT REQUIRED FOR A STANDARD HOLE TO THE EDGE OF A CONNECTED PART PLUS THE APPLICABLE INCREMENT C/2 FROM AISC TABLE J3.5. 6 STRUCTURAL STEEL SURFACES THAT ARE NOT EXPOSED TO WEATHER SHALL BE LEFT UNPAINTED. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS. 7 HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL STEEL, MISCELLANEOUS METAL AND FASTENERS THAT ARE EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. 8 WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE CAMBER. AMOUNT MEASURED IN THE FIELD PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. DO NOT CAMBER MEMBERS OCCURRING BELOW ELEVATOR ENTRANCE DOORS. 9 AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL. 10 CHARPY V-NOTCH TESTING IS REQUIRED FOR ALL ASTM A6 ROLLED SHAPES WITH A FLANGE THICKNESS EXCEEDING 2”AND CONNECTION PLATES AS SPECIFIED IN SECTION A3.1c OF THE AISC MANUAL. 11 ANCHOR STUDS, SHEAR STUDS, AND DEFORMED ANCHORS. A SHALL BE MANUFACTURED BY NELSON STUD WELDING CO.OR EQUAL. B HEADED STUDS (SHEAR AND ANCHOR) SHALL BE MADE OF MATERIAL CONFORMING TO ASTM A108. C DEFORMED ANCHORS SHALL BE MADE OF MATERIAL CONFORMING TO ASTM A496. D STUDS AND ANCHORS SHALL BE WELDED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MANUAL ARC STICK WELDING OF HEADED STUDS AND/OR DEFORMED ANCHORS IS NOT ALLOWED: PARAGRAPHS 7.5.5 TO 7.5.5.6 INCLUSIVE, OF THE AWS D1.1, ARE DELETED. 12 EXCEPT AS SUBSEQUENTLY NOTED, HIGH STRENGTH BOLTS NEED NOT BE TIGHTENED BEYOND THE SNUG-TIGHT CONDITION, AS DEFINED IN SECTION 8.1 OF 'THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'. FOR CONNECTIONS SUBJECT TO DIRECT TENSION, CONNECTIONS FOR BRACED FRAMES, AND OTHER CONNECTIONS SHOWN OR NOTED ON THE PLANS AS SC (SLIP CRITICAL) OR FULLY TENSIONED, BOLTS SHALL BE TIGHTENED BY ONE OF THE METHODS DESCRIBED IN SECTION 8.2 AND TO THE MINIMUM TENSION SPECIFIED IN TABLE 8.1. 13 ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS D.1. ALL WELDED JOINTS SHALL BE PRE-QUALIFIED PER THE LATEST EDITION OF AWS D1.1. ALL NON-PREQUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST & PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER THE LATEST EDITION OF AWS D1.1. 14 ALL WELDS SHALL BE MADE USING A FILLER METAL HAVING 70 KSI MINIMUM TENSILE STRENGTH. FILLER METAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT, UNLESS NOTED OTHERWISE. SMAW OR FCAW PROCESSES ARE ACCEPTABLE PROVIDED ALL POWER, CURRENT, AND FEED RATES ARE SET IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 15 GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WIND SPEED EXCEEDS 3 MPH. 16 WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR IDENTIFYING THE METHOD OF FABRICATION. 17 ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE LOCAL JURISDICTION. 18 ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND SHALL HAVE CURRENT VALID CERTIFICATIONS ISSUED BY AWS AND THE GOVERNING JURISDICTION. 19 WELDED JOINTS SPECIFIED AS DEMAND CRITICAL WELDS SHALL CONFORM TO THE PRE- QUALIFIED JOINT DETAILS AS INDICATED IN THE STRUCTURAL WELDING CODE AWS D1.1, AND SHALL FURTHER CONFORM TO THE REQUIREMENTS OF AWS D1.8 AND SECTION A4b OF AISC 341. WELDS THAT ARE REQUIRED TO MEET THE ABOVE DEMAND CRITICAL CRITERIA ARE AS FOLLOWS: A MOMENT FRAMES –COMPLETE JOINT PENETRATION (CJP) WELDS FROM BEAM FLANGES TO COLUMN FLANGES OR PLATES. ALL BACKING BARS ARE TO BE REMOVED. B MOMENT FRAMES –COMPLETE JOINT PENETRATION (CJP) WELDS FROM BEAM FLANGES TO CONTINUITY PLATES. ALL BACKING BARS ARE TO BE REMOVED. C ECCENTRIC BRACE FRAME COMPLETE JOINT PENETRATION (CJP) WELDS FROM BRACE FLANGES TO BEAM OR COLUMN FLANGES. ALL BACKING BARS ARE TO BE REMOVED. D BUCKLING RESTRAINED BRACES GROOVE WELDS AT COLUMN SPLICES AND WELDS FROM COLUMNS TO BASE PLATES. GUSSET PLATE CONNECTIONS TO BEAMS, COLUMNS AND BASEPLATES. BEAM TO COLUMNS MOMENT CONNECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 11A AND 11B. 20 WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED. WHERE LENGTH OF WELD IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. 21 FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES OF FIT OF OTHER ITEMS MAY SO NECESSITATE. C.STRUCTURAL STEEL (CONT) 22 ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. 23 CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING. 24 WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS. 25 THE APPLICATION OF THE FIREPROOFING TO THE STEEL MEMBERS AND STEEL DECK IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR MUST ENFORCE THE REQUIREMENTS OF THE MANUFACTURER AND NOT IMPOSE ANY ADDITIONAL LOADS, INCLUDING CONSTRUCTION LIVE LOADS, DURING THE APPLICATION AND CURING OF THE FIREPROOFING. SEE ARCHITECTURAL DRAWINGS FOR FIREPROOFING REQUIREMENTS. 26 BEFORE DETAILING AND FABRICATING STEEL CONNECTORS INVOLVING HEAVY TIMBER MEMBERS, VERIFY ACTUAL DIMENSION OF HEAVY TIMBER MEMBERS TO BE SUPPLIED TO THE JOB SITE. D.REINFOCING STEEL 1 ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' ACI 318 AND THE `MANUAL OF STANDARD PRACTICE’BY CRSI AND WCRSI, AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. 2 DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60. EXCEPT REINFORCING BARS IN NON-STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE, WHICH MAY BE GRADE 40, UNLESS NOTED OTHERWISE. 3 DEFORMED REINFORCING BARS FOR CONCRETE SHEAR WALLS, MOMENT FRAME BEAMS AND C COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 GRADE 60. 4 WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN E90XX ELECTRODES FOR WELDING A615 BARS AND E80XX ELECTRODES FOR WELDING ASTM A706 BARS. ALL WELDING SHALL BE IN CONFORMANCE WITH AMERICAN WELDING SOCIETY, AWS-D1.4. ONLY WELDERS SPECIFICALLY CERTIFIED FOR REINFORCING STEEL AND IN ACCORDANCE WITH AWS-D1.4 SHALL PERFORM WELDING OF REINFORCING STEEL. 5 TACK OR SPOT WELDS SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 6 DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING QUANTITY, SPACING, SIZE, CLEARANCES, LAPS, INTERSECTIONS AND COVERAGE REQUIRED BY STRUCTURAL DETAILS, APPLICABLE CODE AND TRADE STANDARDS. CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS FROM TYPICAL CONDITIONS THAT ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE. 7 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 8 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 9 MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH AND ONE HALF, WHICH EVER IS GREATER. 10 REINFORCING SPLICES SHALL BE MADE ONLY AS AND WHERE INDICATED ON THE STRUCTURAL DRAWINGS. 11 DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE SPECIFIED VERTICAL WALL OF COLUMN REINFORCING, UNLESS NOTED OTHERWISE. 12 ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN- PLACE INSPECTION OCCURS. E.ADHESIVE ANCHORS 1 INSTRUCTIONS FOR ADHESIVE ANCHORING OF REBAR AND BOLTS REFERRED TO BELOW AS BAR(S). 2 BARS MUST BE DEFORMED OR THREADED FOR THE FULL EMBEDMENT DEPTH IN ADHESIVE. 3 LOCATE THE POSITION OF ALL MISSING BARS AND REINSTALL NEW BARS IN THESE LOCATIONS. 4 DRILLED HOLE DIAMETER SHALL BE PER MANUFACTURER RECOMMENDATIONS AS SET FORTH IN THE ICC REPORT. DRILL TO DEPTH RECOMMENDED BY THE MANUFACTURER AS SET FORTH IN THE ICC REPORT UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 5 REMOVE ALL DIRT, DUST, WATER, AND ICE BY VACUUM UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER IN THE ICC REPORT FROM THE HOLES. 6 CLEAN DIRT, RUST, AND OIL FROM THE BARS. 7 DURING THE EPOXY MIXING AND APPLICATION PROCESS, FOLLOW THE EPOXY MANUFACTURER'S SPECIFICATIONS EXACTLY. INSPECTOR TO VERIFY EXPIRATION DATE OF EPOXY. 8 VERTICAL HOLES TO BE FILLED FROM THE BOTTOM ARE TO USE AN EPOXY GEL. 9 THE FOLLOWING EPOXIES ARE ACCEPTABLE: HILTI RE-500 V3 (ICC ESR-3814) HILTI HY-200 (ICC ESR-3187) SIMPSON SET-XP (ICC ESR-2508) DEWALT PURE 110+ (ICC ESR-3298) OR APPROVED EQUAL F.REVIEW OF SPECIALTY ITEMS 1 SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK AND SHALL BE IN COMPLIANCE WITH IBC SECTION 1704: A CONCRETE WORK WITH STRENGTHS GREATER THAN 2500 PSI. FIELD WELDING SHOP WELDING PROCEDURES AND MULTIPLE PASS WELDS. B MASONRY CONSTRUCTION. C HIGH STRENGTH BOLTING. D REBAR OR BOLTS ANCHORED BY EPOXIES OR GROUTS. E ANCHOR BOLTS AND EMBEDDED PLATES. F INSTALLATION AND TESTING OF PILE FOUNDATIONS. G MECHANICAL ANCHORS INTO MASONRY OR CONCRETE. 2 STATEMENT OF SPECIAL INSPECTION: A THIS STATEMENT OF SPECIAL INSPECTIONS SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 1704.3 OF THE 2012 IBC. B THIS STATEMENT SHALL INCLUDE A SCHEDULE OF SPECIAL INSPECTION SERVICES APPLICABLE TO THIS PROJECT. 3 THE SPECIAL INSPECTOR(S) SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISH INTERIM INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ON A BI-WEEKLY BASIS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AT THE CONCLUSION OF THE PROJECT. 4 THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE CONTRACT DOCUMENTS. JOBSITE SAFETY AND MEANS AND METHOD OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 5 STATEMENT OF SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC RESISTANCE: A SEE THE SCHEDULE OF SPECIAL INSPECTIONS FOR INSPECTION AND TESTING REQUIREMENTS. B DESCRIPTION OF SEISMIC FORCE RESISTING SYSTEM SUBJECT TO SPECIAL INSPECTION AND TESTING FOR SEISMIC RESISTANCE: C DESCRIPTION OF ADDITIONAL SEISMIC SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS AND TESTING: D A STATEMENT OF RESPONSIBILITY FROM THE CONTRACTOR IS REQUIRED PER SECTION 1704.4 OF THE IBC. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR FABRICATION OF MAIN FORCE RESISTING SYSTEM OR COMPONENT DESCRIBED ABOVE SHALL SUBMIT A STATEMENT OF RESPONSIBILITY. 6 STATEMENT OF SPECIAL INSPECTION REQUIREMENTS FOR WIND RESISTANCE: A SEE THE SCHEDULE OF SPECIAL INSPECTIONS FOR INSPECTION AND TESTING REQUIREMENTS. B DESCRIPTION OF WIND FORCE RESISTING SYSTEM SUBJECT TO SPECIAL INSPECTION AND TESTING FOR WIND RESISTANCE: C DESCRIPTION OF WIND FORCE COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR WIND RESISTANCE: D A STATEMENT OF RESPONSIBILITY FROM THE CONTRACTOR IS REQUIRED PER SECTION 1704.4 OF THE IBC. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR FABRICATION OF MAIN FORCE RESISTING SYSTEM OR COMPONENT DESCRIBED ABOVE SHALL SUBMIT A STATEMENT OF RESPONSIBILITY. G.SPECIAL INSPECTIONS 1 SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK AND SHALL BE IN COMPLIANCE WITH IBC SECTION 1704: A CONCRETE WORK WITH STRENGTHS GREATER THAN 2500 PSI. B FIELD WELDING SHOP WELDING PROCEDURES AND MULTIPLE PASS WELDS. C MASONRY CONSTRUCTION. D HIGH STRENGTH BOLTING. E REBAR OR BOLTS ANCHORED BY EPOXIES OR GROUTS. F ANCHOR BOLTS AND EMBEDDED PLATES. G MECHANICAL ANCHORS INTO MASONRY OR CONCRETE. 2 STATEMENT OF SPECIAL INSPECTION: A THIS STATEMENT OF SPECIAL INSPECTIONS SHALL BE SUBMITTEDIN ACCORDANCE WITH SECTION 1704.3 OF THE 2012 IBC. B THIS STATEMENT SHALL INCLUDE A SCHEDULE OF SPECIAL INSPECTION SERVICES APPLICABLE TO THIS PROJECT. 3 THE SPECIAL INSPECTOR(S) SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISH INTERIM INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ON A BI-WEEKLY BASIS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AT THE CONCLUSION OF THE PROJECT. 4 THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE CONTRACT DOCUMENTS. JOBSITE SAFETY AND MEANS AND METHOD OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. SHEET TITLE: DA T E P R I N T E D : DA T E D E S C R I P T I O N SHEET: 02 / 0 6 / 1 9 10 0 % C D s - - - - - - - - AT T JT T - - - - - - - - T- 1 0 2 3 . 1 0 0 CH E C K E D B Y : PR O J E C T N O : DR A W N B Y : RE V I S I O N S ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 HART BUILDING MEP RENOVATION PROJECT 2/ 5 / 2 0 1 9 9 : 3 4 : 4 7 A M H: \ C A D \ T - 1 0 2 3 . 1 0 0 B Y U - I \ C E N T R A L \ T - 1 0 2 3 . 1 0 0 B Y U - I . r v t S1.1 BY U - I H A R T B U I L D I N G GENERAL NOTES S C E N T E R S T , R E X B U R G , I D 8 3 4 6 0 ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 B C 6 75 8 21 ' - 0 " 5' - 0"10' - 0" 9 S3.1 2 EXISITNG KNOCKOUT PANEL B C 7 8 9 10 11 S3.1 1 (E) 16B26 (E) 16B26 (E) 16B31 (E) 16B26 (E) 12WF36 (E ) 1 8 W F 5 0 (E) 12WF45 (E) 12WF36(E) 12WF45 (E) 12WF36 (E) 12WF36(E ) 2 1 W F 6 8 (E) 12WF27 (E) 12WF27(E ) 1 6 W F 4 0 (E) 12WF27 (E) 12WF36 (E) 12WF45 (E) 12WF36 (E) 12WF27 (E) 12WF36 (E) 12WF45 (E) 12WF36 (E ) 8 B 1 3 (E ) 8 B 1 3 (E ) 8 B 1 3 (E ) 8 B 1 3 BASEMENT LEVEL FLOOR LEVEL SHEET TITLE: DA T E P R I N T E D : DA T E D E S C R I P T I O N SHEET: 02 / 0 6 / 1 9 10 0 % C D s - - - - - - - - AT T JT T - - - - - - - - T- 1 0 2 3 . 1 0 0 CH E C K E D B Y : PR O J E C T N O : DR A W N B Y : RE V I S I O N S ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 HART BUILDING MEP RENOVATION PROJECT 2/ 5 / 2 0 1 9 9 : 3 4 : 4 8 A M H: \ C A D \ T - 1 0 2 3 . 1 0 0 B Y U - I \ C E N T R A L \ T - 1 0 2 3 . 1 0 0 B Y U - I . r v t S2.2 BY U - I H A R T B U I L D I N G STRUCTURAL PLANS S C E N T E R S T , R E X B U R G , I D 8 3 4 6 0 1/8" = 1'-0" PARTIAL FOUNDATION PLAN1 1/8" = 1'-0" MECHANICAL ROOM PARTIAL FLOOR PLAN3 ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 9 AREA TO BE REMOVED 4' - 0" 4' - 0 " 4' - 0" 4' - 0 " ROOF FLOOR NOTES: 1 REMOVE (E) CMU WALL TO EXPOSE PRECAST PANEL. 2 CONTRACTOR TO ENSURE INTEGRITY OF (E) PRECAST PANEL IS NOT COMPROMISED DURING DEMOLITION 3 INFILL CMU WALL TO MATCH EXISTING AFTER FIELD VERIFICATIONS HAVE BEEN PREFORMED ROUGHEN EXISTING SURFACE TO 1/4" AMPLITUDE NOTE: DO NOT BACK FILL PANEL UNTIL CONC REACHES FULL 28-DAY STRENGTH, ONE WEEK MINIMUM EQ EQ 4"(N) INFILL SIKA HYDROTITE CJ WATER STOP (E) CONC FDN WALL #4 @ 12" OC EA WAY EA FACE STAGGERED TO AVOID (E) REINFORCEMENTHILTI HIT RE 500 SD EPOXY W/ 6" EMBED 3 S3.1 SAW CUT (E) CONC WALL ALONG EXISTING COLD JOINT OF KNOCKOUT PANEL DEMOLITION IN-FILL VIF 10' - 0" V I F 1 2 ' - 0 " NOTES 1 (1) LOCATION, REFERENCE ARCHITECTURAL PLANS. M I N T Y P A L L S I D E S 1 ' - 0 " (E) OPENING 6'-0" x 6'-0" MAX (N) 20 GA ROOF DECKING TO MATCH PROFILE OF (E) ROOF DECKING #12 SCREWS AT 6" OC TYP ALL SIDES (E) ROOF DECKING NOTES 1 (7) LOCATIONS, REFERENCE ARCHITECTURAL PLANS. MAX 6' - 0" 32" MAX 1' - 4" MIN 1/2" Ø ANCHORS W/ HILTI HIT-HY 270 EPOXY W/ 6" EMBED MIN (E) CMU WALL (N) OPENING MIN (1) ANCHOR BEYOND (N) OPENING EA SIDE (N) C 6x10.5 INSTALL PRIOR TO CUTTING (N) OPENING NOTES 1 (2) LOCATIONS, REFERENCE ARCHITECTURAL PLANS. (N) SLAB TO MATCH (E) SLAB THICKNESS #4 @ 12" OC EA WAY CENTERED IN SLAB (E) SOG #4 DOWEL W/ HILTI HIT-HY 500-RE EPOXY 6" MIN EMBED CENTERED IN SLAB SHEET TITLE: DA T E P R I N T E D : DA T E D E S C R I P T I O N SHEET: 02 / 0 6 / 1 9 10 0 % C D s - - - - - - - - AT T JT T - - - - - - - - T- 1 0 2 3 . 1 0 0 CH E C K E D B Y : PR O J E C T N O : DR A W N B Y : RE V I S I O N S ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 HART BUILDING MEP RENOVATION PROJECT 2/ 5 / 2 0 1 9 9 : 3 4 : 4 9 A M H: \ C A D \ T - 1 0 2 3 . 1 0 0 B Y U - I \ C E N T R A L \ T - 1 0 2 3 . 1 0 0 B Y U - I . r v t S3.1 BY U - I H A R T B U I L D I N G DETAILS S C E N T E R S T , R E X B U R G , I D 8 3 4 6 0 1/4" = 1'-0" ELEVATION1 3/4" = 1'-0" SECTION3 1/4" = 1'-0" ELEVATION2 1/2" = 1'-0" METAL DECK OPENING4 3/4" = 1'-0" NEW OPENING IN EXISTING CMU WALL5 3/4" = 1'-0" SLAB ON GRADE REPAIR DETAIL6 ©2018 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10' APPROX. SAW CUT CONCRETE WALL AT EXISTING COLD JOINT DEMOLISH CONCRETE WALL EXISTING CONCRETE WALL EXCAVATE SOIL AS REQUIRED TO EXPOSE BASEMENT WALL. REF: SITE PLAN 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 AD101 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 2 3 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L DE M O L I T I O N PL A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AD101 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author NO. DESCRIPTION DATE 1/32" = 1'-0"1 OVERALL LOWER LEVEL DEMOLITION FLOOR PLAN N 1 1/2" = 1'-0"2 WALL DEMOLITION DETAIL TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. D21 D20 D21 D24 D20 D21 D24 D24 D24 D24 D24 D24 D24 D24 D21 D20 D21 D21 D21 D21 D21D20 D21 D20 D20 D21 D20 D20 D20 D21 D21 D21 D21 D24 D24 D24 D21 D21 D21 D21 D24 D20 D34 D34 D24 D23 D21 D21 D20 D32 D31 D31D31 D20 D23 D24 D31 D31 D24 D23 D23D31 D21 D20 D31 D31 D35 D35 234 FITNESS 263 LAUNDRY 265 DRESSING 236 OFFICE 238 MENS 242 WOMENS 234A STOR 204 WRESTLING 208C STOR 208D STOR 202 ISSUE E E D20 D24 D21 D21 D21 D21 D21 D21 D24 D24 D24 D24 D20 D21 D21 D21 D21 D21 D24 D24 D24 D21 332 STOR 310 GALLARY 332A STOR 332C STOR 332D STOR D21 D21 D21 D21 D20 D24 D24 D24 D24 D24 LIGHT PIPES 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 AD171 2 AD171 1 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 AD172 2 AD172 1 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 2 3 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L DE M O L I T I O N RE F L E C T E D CE I L I N G P L A N JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AD161 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author NO. DESCRIPTION DATE N 1/32" = 1'-0"1 OVERALL MAIN LEVEL DEMOLITION REFLECTED CEILING PLAN 1/32" = 1'-0"2 OVERALL UPPER LEVEL REFLECTED CEILING PLAN N TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. D21 D21 D21 D21 D20 D21 D20 D20 D21 D20 D20 D34 D34 D24 D23 D21 D21 D20 D31 D31D31 D20 D23 D24 D31 D31 D24 D23 D23D31 D21 D20 D31 D31 D35 D35 234 FITNESS 236 OFFICE 238 MENS 242 WOMENS 234A STOR TYP. TYP. TYP. TYP. D21 D20 D21 D24 D20 D21 D24 D24 D24 D24 D24 D24 D24 D24 D21 D20 D21 204 WRESTLING 208C STOR 208D STOR 202 ISSUE 7 8 9 G H J K 2 G H J K PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 2 5 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t MA I N L E V E L - EN L A R G E D DE M O L I T I O N RE F L E C T E D CE I L I N G P L A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AD171 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 1/4" = 1'-0"2 BATHROOMS & CLOSET DEMOLITION REFLECTED CEILING PLAN 1/4" = 1'-0"1 WRESTLING & EQUIPMENT DEMOLITION REFLECTED CEILING PLAN NO. DESCRIPTION DATE N N KEYNOTES - DEMOLITION D1 DEMOLISH SHOWER PEDESTAL, DOMESTIC WATER LINE AND DRAIN, TYP. REF: PLUMBING D2 DEMOLISH CMU WALL AND ASSOCIATED SYSTEMS. REF: PLUMBING, ELECTRICAL D3 DEMOLISH LOCKERS, CONCRETE LOCKER BASE, AND BENCH. D4 DEMOLISH DOOR, FRAME, AND DOOR HARDWARE. D5 REMOVE SWIMMING SUIT WATER EXTRACTOR AND PRESERVE FOR REINSTALLATION. D6 DEMOLISH FRAMED WALL AND ASSOCIATED SYSTEMS. REF: ELECTRICAL, PLUMBING D7 DEMOLISH PLUMBING FIXTURES. SALVAGE AND PRESERVE FLUSH VALVES,TOILETS, URINALS AND LAVATORY FAUCETS. REINSTALL WHERE SALVAGED ITEMS MEET WORK REQUIREMENTS AND DELIVER REMAINDER TO OWNER. DISPOSE ALL ELSE. REF: PLUMBING D8 DEMOLISH FLOOR TILE AND MORTAR BED. CLEAN AND PREP CONCRETE SLAB FOR INSTALLATION OF NEW FLOORING. D9 DEMOLISH ABANDONED PLUMBING CONTROL CABINET. ENSURE BEFORE DEMOLITION THAT WATER HAS BEEN DISCONNECTED TO PLUMBING ELEMENTS AND THAT NO SYSTEMS CONTAINED WITHIN CABINET ARE IN SERVICE. REF: PLUMBING D10 DEMOLISH SHOWER PARTITIONS, CURTAINS AND APPURTENANCES. D11 DEMOLISH FIRE HOSE CABINET. REF: PLUMBING D12 DEMOLISH DEMOLISH LOCKERS AND BENCHES. D13 DEMOLISH HOSE BIB. REF: PLUMBING. D14 DEMOLISH CEILING. DEMOLISH LIGHT FIXTURES, HVAC COMPONENTS AND OTHER DEVICES AND EQUIPMENT PER ELECTRICAL AND MECHANICAL SHEETS. D15 CMU WALL TO REMAIN. PROTECT ELECTRICAL & MECHANICAL SYSTEMS AND EQUIPMENT TO REMAIN FROM DAMAGE AND ENSURE PROPER FUNCTION AT PROJECT COMPLETION. D16 DEMOLISH MESH PARTITION AND OVERHEAD COUNTER DOOR. D17 DEMOLISH RESILIENT TILE FLOORING WITHIN BOUNDS. CLEAN AND PREP SUBFLOOR FOR NEW FLOORING. D18 DOOR TO REMAIN. D19 DEMOLISH RETRACTABLE BASKETBALL STANDARD AND APPURTENANCES. D20 DEMOLISH LAY-IN CEILING GRID AND TILES. SUPPORT AND PROTECT FIXTURES AND EQUIPMENT TO REMAIN. D21 DEMOLISH LIGHT FIXTURES. REF: ELECTRICAL D22 DEMOLISH GRILL/VENT/DUCT. REF: MECHANICAL D23 LIGHT FIXTURE TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D24 GRILLE/VENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D25 DEMOLISH 3/4" TREATED PLYWOOD CEILING AS REQUIRED TO PERFORM WORK. REMOVE FULL PANELS. D26 DEMOLISH ROOF VENT. REF: MECHANICAL. D27 DEMOLISH ROOF MEMBRANE, INSULATION, METAL DECK AND APPURTENANCES TO EXPOSE WEB JOISTS. PROTECT ROOF MEMBRANE TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REMAIR ANY DAMAGE TO ROOF DURING PERFORMANCE OF WORK. D28 REMOVE AND SALVAGE WEB JOISTS. PROTECT FROM DAMAGE AND RESERVE FOR REINSTALLATION. D29 FIRE SPRINKLER HEAD TO REMAIN. PROTECT FROM DAMAGE. D30 COLUMN TO REMAIN. D31 DEMOLISH SPEAKERS WHERE THEY OCCUR. DEMOLISH CONDUCTORS BACK TO SOURCE. D32 CEILING TO REMAIN D33 ELECTRICAL COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D34 DEMOLISH SUSPENDED GYP. BD. CEILING. D35 HVAC COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE D36 SALVAGE EXISTING CEILING ACCESS DOOR FOR REINSTALLATION. D20 D21 D21 D21 D21 D21 D21 D24 D24 D24 D24 310 GALLARY D21 D21 D21 D21 D20 D24 D24 D24 D24 D24 D24 D20 D21 D21 D21 D21 D21 D24 D24 D24 D21 332 STOR 332A STOR 332C STOR 332D STOR LIGHT PIPES 2 43 5 6 7 E F 7 8 9 10 11 12 K L J1 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 2 5 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t UP P E R L E V E L - EN L A R G E D DE M O L I T I O N RE F L E C T E D CE I L I N G P L A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AD172 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author NO. DESCRIPTION DATE N N KEYNOTES - DEMOLITION D1 DEMOLISH SHOWER PEDESTAL, DOMESTIC WATER LINE AND DRAIN, TYP. REF: PLUMBING D2 DEMOLISH CMU WALL AND ASSOCIATED SYSTEMS. REF: PLUMBING, ELECTRICAL D3 DEMOLISH LOCKERS, CONCRETE LOCKER BASE, AND BENCH. D4 DEMOLISH DOOR, FRAME, AND DOOR HARDWARE. D5 REMOVE SWIMMING SUIT WATER EXTRACTOR AND PRESERVE FOR REINSTALLATION. D6 DEMOLISH FRAMED WALL AND ASSOCIATED SYSTEMS. REF: ELECTRICAL, PLUMBING D7 DEMOLISH PLUMBING FIXTURES. SALVAGE AND PRESERVE FLUSH VALVES,TOILETS, URINALS AND LAVATORY FAUCETS. REINSTALL WHERE SALVAGED ITEMS MEET WORK REQUIREMENTS AND DELIVER REMAINDER TO OWNER. DISPOSE ALL ELSE. REF: PLUMBING D8 DEMOLISH FLOOR TILE AND MORTAR BED. CLEAN AND PREP CONCRETE SLAB FOR INSTALLATION OF NEW FLOORING. D9 DEMOLISH ABANDONED PLUMBING CONTROL CABINET. ENSURE BEFORE DEMOLITION THAT WATER HAS BEEN DISCONNECTED TO PLUMBING ELEMENTS AND THAT NO SYSTEMS CONTAINED WITHIN CABINET ARE IN SERVICE. REF: PLUMBING D10 DEMOLISH SHOWER PARTITIONS, CURTAINS AND APPURTENANCES. D11 DEMOLISH FIRE HOSE CABINET. REF: PLUMBING D12 DEMOLISH DEMOLISH LOCKERS AND BENCHES. D13 DEMOLISH HOSE BIB. REF: PLUMBING. D14 DEMOLISH CEILING. DEMOLISH LIGHT FIXTURES, HVAC COMPONENTS AND OTHER DEVICES AND EQUIPMENT PER ELECTRICAL AND MECHANICAL SHEETS. D15 CMU WALL TO REMAIN. PROTECT ELECTRICAL & MECHANICAL SYSTEMS AND EQUIPMENT TO REMAIN FROM DAMAGE AND ENSURE PROPER FUNCTION AT PROJECT COMPLETION. D16 DEMOLISH MESH PARTITION AND OVERHEAD COUNTER DOOR. D17 DEMOLISH RESILIENT TILE FLOORING WITHIN BOUNDS. CLEAN AND PREP SUBFLOOR FOR NEW FLOORING. D18 DOOR TO REMAIN. D19 DEMOLISH RETRACTABLE BASKETBALL STANDARD AND APPURTENANCES. D20 DEMOLISH LAY-IN CEILING GRID AND TILES. SUPPORT AND PROTECT FIXTURES AND EQUIPMENT TO REMAIN. D21 DEMOLISH LIGHT FIXTURES. REF: ELECTRICAL D22 DEMOLISH GRILL/VENT/DUCT. REF: MECHANICAL D23 LIGHT FIXTURE TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D24 GRILLE/VENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D25 DEMOLISH 3/4" TREATED PLYWOOD CEILING AS REQUIRED TO PERFORM WORK. REMOVE FULL PANELS. D26 DEMOLISH ROOF VENT. REF: MECHANICAL. D27 DEMOLISH ROOF MEMBRANE, INSULATION, METAL DECK AND APPURTENANCES TO EXPOSE WEB JOISTS. PROTECT ROOF MEMBRANE TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REMAIR ANY DAMAGE TO ROOF DURING PERFORMANCE OF WORK. D28 REMOVE AND SALVAGE WEB JOISTS. PROTECT FROM DAMAGE AND RESERVE FOR REINSTALLATION. D29 FIRE SPRINKLER HEAD TO REMAIN. PROTECT FROM DAMAGE. D30 COLUMN TO REMAIN. D31 DEMOLISH SPEAKERS WHERE THEY OCCUR. DEMOLISH CONDUCTORS BACK TO SOURCE. D32 CEILING TO REMAIN D33 ELECTRICAL COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D34 DEMOLISH SUSPENDED GYP. BD. CEILING. D35 HVAC COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE D36 SALVAGE EXISTING CEILING ACCESS DOOR FOR REINSTALLATION. 1/4" = 1'-0"1 POOL SEATING ENLARGED DEMOLITION REFLECTED CEILING PLAN 1/4" = 1'-0"2 UPPER STORAGE ENLARGED DEMO RCP 158 34 3840 4040 1834 D27 D28 21 ' - 9 " 26'-11" AD181 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 2 8 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L R O O F DE M O L I T I O N P L A N JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AD181 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 3/64" = 1'-0"1 OVERALL ROOF DEMOLITION PLAN 1/8" = 1'-0"2MECHANICAL ROOM ROOF DEMOLITION PLAN NO. DESCRIPTION DATE N KEYNOTES - DEMOLITION D1 DEMOLISH SHOWER PEDESTAL, DOMESTIC WATER LINE AND DRAIN, TYP. REF: PLUMBING D2 DEMOLISH CMU WALL AND ASSOCIATED SYSTEMS. REF: PLUMBING, ELECTRICAL D3 DEMOLISH LOCKERS, CONCRETE LOCKER BASE, AND BENCH. D4 DEMOLISH DOOR, FRAME, AND DOOR HARDWARE. D5 REMOVE SWIMMING SUIT WATER EXTRACTOR AND PRESERVE FOR REINSTALLATION. D6 DEMOLISH FRAMED WALL AND ASSOCIATED SYSTEMS. REF: ELECTRICAL, PLUMBING D7 DEMOLISH PLUMBING FIXTURES. SALVAGE AND PRESERVE FLUSH VALVES,TOILETS, URINALS AND LAVATORY FAUCETS. REINSTALL WHERE SALVAGED ITEMS MEET WORK REQUIREMENTS AND DELIVER REMAINDER TO OWNER. DISPOSE ALL ELSE. REF: PLUMBING D8 DEMOLISH FLOOR TILE AND MORTAR BED. CLEAN AND PREP CONCRETE SLAB FOR INSTALLATION OF NEW FLOORING. D9 DEMOLISH ABANDONED PLUMBING CONTROL CABINET. ENSURE BEFORE DEMOLITION THAT WATER HAS BEEN DISCONNECTED TO PLUMBING ELEMENTS AND THAT NO SYSTEMS CONTAINED WITHIN CABINET ARE IN SERVICE. REF: PLUMBING D10 DEMOLISH SHOWER PARTITIONS, CURTAINS AND APPURTENANCES. D11 DEMOLISH FIRE HOSE CABINET. REF: PLUMBING D12 DEMOLISH DEMOLISH LOCKERS AND BENCHES. D13 DEMOLISH HOSE BIB. REF: PLUMBING. D14 DEMOLISH CEILING. DEMOLISH LIGHT FIXTURES, HVAC COMPONENTS AND OTHER DEVICES AND EQUIPMENT PER ELECTRICAL AND MECHANICAL SHEETS. D15 CMU WALL TO REMAIN. PROTECT ELECTRICAL & MECHANICAL SYSTEMS AND EQUIPMENT TO REMAIN FROM DAMAGE AND ENSURE PROPER FUNCTION AT PROJECT COMPLETION. D16 DEMOLISH MESH PARTITION AND OVERHEAD COUNTER DOOR. D17 DEMOLISH RESILIENT TILE FLOORING WITHIN BOUNDS. CLEAN AND PREP SUBFLOOR FOR NEW FLOORING. D18 DOOR TO REMAIN. D19 DEMOLISH RETRACTABLE BASKETBALL STANDARD AND APPURTENANCES. D20 DEMOLISH LAY-IN CEILING GRID AND TILES. SUPPORT AND PROTECT FIXTURES AND EQUIPMENT TO REMAIN. D21 DEMOLISH LIGHT FIXTURES. REF: ELECTRICAL D22 DEMOLISH GRILL/VENT/DUCT. REF: MECHANICAL D23 LIGHT FIXTURE TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D24 GRILLE/VENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D25 DEMOLISH 3/4" TREATED PLYWOOD CEILING AS REQUIRED TO PERFORM WORK. REMOVE FULL PANELS. D26 DEMOLISH ROOF VENT. REF: MECHANICAL. D27 DEMOLISH ROOF MEMBRANE, INSULATION, METAL DECK AND APPURTENANCES TO EXPOSE WEB JOISTS. PROTECT ROOF MEMBRANE TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REMAIR ANY DAMAGE TO ROOF DURING PERFORMANCE OF WORK. D28 REMOVE AND SALVAGE WEB JOISTS. PROTECT FROM DAMAGE AND RESERVE FOR REINSTALLATION. D29 FIRE SPRINKLER HEAD TO REMAIN. PROTECT FROM DAMAGE. D30 COLUMN TO REMAIN. D31 DEMOLISH SPEAKERS WHERE THEY OCCUR. DEMOLISH CONDUCTORS BACK TO SOURCE. D32 CEILING TO REMAIN D33 ELECTRICAL COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE. D34 DEMOLISH SUSPENDED GYP. BD. CEILING. D35 HVAC COMPONENT TO REMAIN. SUPPORT AND PROTECT FROM DAMAGE D36 SALVAGE EXISTING CEILING ACCESS DOOR FOR REINSTALLATION. 190 230 22 34 1834 34 34 34 42 34 34 34 40 4 8' 14' 2 8 '-8 " 6' S1 S3 S4 S5 S2 AE101 2 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 MECH 120 POOL SERVICE A102 SWIMMING POOL A213 PUMP WELL A104 FITNESS CENTER 182 CLASSROOM AREA 182F FREE WEIGHT AREA 182E RACQUETBALL 1 191 RACQUETBALL 2 192 RACQUETBALL 3 193 RACQUETBALL 4 194 RACQUETBALL 5 195 EQUIPMENT STORAGE 182A AE501 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 2 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L S I T E AN D F L O O R P L A N JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE101 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 1" = 30'-0"1 SITE PLAN 1/8" = 1'-0"2 EXCAVATION DETAIL NO. DESCRIPTION DATE N KEYNOTE LEGEND - SITE S1 REMOVE SIDEWALK AS REQUIRED FOR WORK. CUT AT CONTROL JOINTS. REPLACE SIDEWALK AS SOON AS WORK NO LONGER REQUIRES ACCESS IN THE AREA. S2 CLEAR TREES AND BRUSH AS REQUIRED FOR WORK. S3 EXCAVATE SOIL TO A DEPTH OF APPROXIMATELY 14' TO EXPOSE BASEMENT WALL TO FOUNDATION. SHORE SIDES OF OPEN EXCAVATION PER OSHA REQUIREMENTS. S4 STOCKPILE LANDSCAPING STONE AND SOIL FOR REPLACEMENT. BACKFILL SOIL TO EXISTING GRADE AT COMPLETION OF WORK IN AREA. SITE S5 TAKE REASONABLE MEASURES TO AVOID DAMAGE TO EXISTING STRUCTURES. OWNER TO REPLACE LANDSCAPING TEXTILE, REINSTALL LANSCAPING ROCK, REPLACE DISTURBED PLANTINGS AND REPAIR INCIDENTAL DAMAGE TO SPRINKLERS. 1 N E TYP.TYP. TYP.TYP. TYP.TYP. TYP. TYP.TYP. TYP. 332 STOR 310 GALLERY 332A STOR 332C STOR 332D STOR 18 18 17 17 17 17 17 18 1818 18 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 AE171 1 AE171 2 AE172 3 1 2 43 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 B A C D E F G H J K L M C1 D1 F1 G1 H1 J1 AE172 1 AE172 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 2 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L RE F L E C T E D CE I L I N G P L A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE161 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 1/32" = 1'-0"1 OVERALL MAIN LEVEL REFLECTED CEILING PLAN NO. DESCRIPTION DATE 1/32" = 1'-0"2 OVERALL UPPER LEVEL REFLECTED CEILING PLAN N N 1 2 G H J K 17 TYP. EQUIP. ISSUE 202 STORAGE 208D WRESTLING ROOM 204 STORAGE 208C VESTIBULE B203A 18 17 17 18 TYP. TYP. TYP. TYP. TYP. INSTALL FIRE SPRINKLERS. REPLACEMENT OF CEILING, LIGHTING AND RELATED ITEMS IN THIS ROOM WILL BE UNDER A SEPERATE CONTRACT. INSTALL FIRE SPRINKLERS. REPLACEMENT OF CEILING, LIGHTING AND RELATED ITEMS IN THIS ROOM WILL BE UNDER A SEPERATE CONTRACT. 7 8 9 10 G H J K 5 AE501 5 AE501 18 18 18 18 18 18 12 17 18 17 17 1818 1816 16 16 12 16 17 17 18 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 17 18 1616 16 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 3 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t MA I N L E V E L - EN L A R G E D RE F L E C T E D CE I L I N G P L A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE171 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author NO. DESCRIPTION DATE 1/4" = 1'-0"1 ENLARGED WRESTLING & EQUIPMENT REFLECTED CEILING PLAN 1/4" = 1'-0"2 ENLARGED FITNESS & STORAGE REFLECTED CEILING PLAN 1 KEYNOTE LEGEND 12 REINSTALL EXISTING LIGHT FIXTURE. 16 REINSTALL EXISTSING ELECTRICAL COMPONENT. 17 REINSTALL EXISTING HVAC COMPONENT. 18 NEW ELECTRICAL COMPONENT. REF: ELECTRICAL KEYNOTE LEGEND TYP.TYP. TYP. TYP.TYP. TYP. 332 STOR 332A STOR 332C STOR 332D STOR 17 17 17 18 1818 18 TYP.TYP. TYP.TYP. 310 GALLERY 18 18 17 17 K L INSTALL FIRE SPRINKLERS. REPLACEMENT OF CEILING, LIGHTING AND RELATED ITEMS IN THIS ROOM WILL BE UNDER A SEPERATE CONTRACT. LAUNDRY 263 DRESSING 265 18 16 17 18 17 TYP. TYP. FOYER 2-PP W. STUDENT LOCKER ROOM 267 INSTALL FIRE SPRINKLERS. REPLACEMENT OF CEILING, LIGHTING AND RELATED ITEMS IN THIS ROOM WILL BE UNDER A SEPERATE CONTRACT. PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 3 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t UP P E R L E V E L - EN L A R G E D RE F L E C T E D CE I L I N G P L A N S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE172 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author NO. DESCRIPTION DATE 1/4" = 1'-0"2 OVERALL UPPER LEVEL REFLECTED CEILING PLAN 1/4" = 1'-0"1 OVERALL UPPER LEVEL REFLECTED CEILING PLAN 1/4" = 1'-0"3 MAIN LEVEL ENLARGED LAUNDRY & DRESSING ROOM REFLECTED CEILING PLAN KEYNOTES 3 REPLACE REMOVED WEB JOISTS. TACK WELD TO SUPPORTING MEMBER. 4 REPAIR ROOF PENETRATION. REF: DETAIL 3/AE502. 5 CROSSOVER BRIDGE. REF: DETAIL 4/AE501. 6 ROOF WALK PAD. 7 MECHANICAL EQUIPMENT SCREEN WALL. 8 MECHANICAL EQUIPMENT. REF: MECHANICAL 9 NEW ACCESS DOOR. REF: DETAIL 9/AE501 10 REINSTALL SALVAGE CEILING ACCESS DOOR IN NEW CEILING. 11 NEW PLYWOOD CEILING. PAINT P1. REF: DETAILS 12 REINSTALL EXISTING LIGHT FIXTURE. 13 NEW HVAC COMPONENT. REF: MECHANICAL 14 REINSTALL SALVAGE CEILING ACCESS DOOR. 15 EXISTSING FIRE SPRINKLER. 16 REINSTALL EXISTSING ELECTRICAL COMPONENT. 17 REINSTALL EXISTING HVAC COMPONENT. 18 NEW ELECTRICAL COMPONENT. REF: ELECTRICAL 19 REPAIR ROOF PENETRATION @ DEMOLISHED DUCT LOCATION. REF: 3/AE502 20 FLASH ROOF PENETRATION @ NEW STRUCTURAL MEMBERS. REF: 21/AE501 21 ALTERNATE 5: REMOVE EXISTING ROOFING MATERIAL AND REPLACE WITH NEW FULLY ADHERED EPDM MEMBRANE. 22 PAINT CEILING, STRUCTURE, DUCTWORK, SPRINKLER PIPES AND SIDE WALLS DOWN TO EXISTING BLUE HORIZONTAL BAND. 23 SHELVING CASEWORK. REF: 11/AE501 24 ADA COMPATBLE LOCKER ROOM BENCH. 25 REMOVE AND REPLACE CUT OR BROKEN CMU. REPOINT, PRIME AND PAINT P1. wt wtw twtt wwt 4 158 34 3840 4040 1834 3 4 21 ' - 9 " 26'-11" AE181 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 6 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t OV E R A L L A N D EN L A R G E D R O O F PL A N JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE181 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 1/32" = 1'-0"1 OVERALL ROOF PLAN NO. DESCRIPTION DATE N 1/8" = 1'-0"2 MECHANICAL ROOM ROOF PLAN N KEYNOTES 3 REPLACE REMOVED WEB JOISTS. TACK WELD TO SUPPORTING MEMBER. 4 REPAIR ROOF PENETRATION. REF: DETAIL 3/AE502. 5 CROSSOVER BRIDGE. REF: DETAIL 4/AE501. 6 ROOF WALK PAD. 7 MECHANICAL EQUIPMENT SCREEN WALL. 8 MECHANICAL EQUIPMENT. REF: MECHANICAL 9 NEW ACCESS DOOR. REF: DETAIL 9/AE501 10 REINSTALL SALVAGE CEILING ACCESS DOOR IN NEW CEILING. 11 NEW PLYWOOD CEILING. PAINT P1. REF: DETAILS 12 REINSTALL EXISTING LIGHT FIXTURE. 13 NEW HVAC COMPONENT. REF: MECHANICAL 14 REINSTALL SALVAGE CEILING ACCESS DOOR. 15 EXISTSING FIRE SPRINKLER. 16 REINSTALL EXISTSING ELECTRICAL COMPONENT. 17 REINSTALL EXISTING HVAC COMPONENT. 18 NEW ELECTRICAL COMPONENT. REF: ELECTRICAL 19 REPAIR ROOF PENETRATION @ DEMOLISHED DUCT LOCATION. REF: 3/AE502 20 FLASH ROOF PENETRATION @ NEW STRUCTURAL MEMBERS. REF: 21/AE501 21 ALTERNATE 5: REMOVE EXISTING ROOFING MATERIAL AND REPLACE WITH NEW FULLY ADHERED EPDM MEMBRANE. 22 PAINT CEILING, STRUCTURE, DUCTWORK, SPRINKLER PIPES AND SIDE WALLS DOWN TO EXISTING BLUE HORIZONTAL BAND. 23 SHELVING CASEWORK. REF: 11/AE501 24 ADA COMPATBLE LOCKER ROOM BENCH. 25 REMOVE AND REPLACE CUT OR BROKEN CMU. REPOINT, PRIME AND PAINT P1. wt wtw twtt wwt WALL CONSTRUCTION. SEE WALL TYPES. ACCESSORY MOUNTED OVER FINISHED WALL GYPSUM BOARD NOTE: TYPICAL BLOCKING REQUIRED BEHIND WALL MOUNTED ACCESSORIES AND EQUIPMENT 20 GA x 6" FLAT STEEL BLOCKING CONCRETE SLAB ON DECK POWER ACTUATED FASTENER ANGLE AT EACH BRACE CONT. METAL TRACK 22 GA. 3-5/8" STUD BRACE @ 48" O.C. ANGLE AT EACH BRACE SCHEDULED CEILING ALTERNATE BRACE ORIENTATION WHERE POSSIBLE WALL AS PER WALL TYPES 1 1 10' APPROX. LIQUID APPLIED WATERPROOFING MEMBRANE PROTECTION BOARD FROM BOTTOM OF EXCAVATION TO 6" BELOW FINISH GRADE. WATER STOP CONTINUOUS AROUND PERIMETER OF OPENING. BACKFILL SOIL CONCRETE INFILL DOWEL AND REINFORCING PER STRUCTURAL. REF: 7/S3.1 1' AP P R O X . T MOLDING TRANSITION CLIP 5_ 8" MOISTURE RESISTANT GYP. BD. PAINT P1. BRACING CHANNEL MOLDING ELASTOMERIC SEALANT CEILING PANEL 4 5 ° M A X 4 5 ° M A X 4 5 ° M A X 4 5 ° M A X M AIN R U N N ER C R O S S R U N N E R VERTICAL WIRES 12 GA. AT 4'-0" O.C. 3/4" STRUT FASTENED TO THE MAIN RUNNER AND EXTENDED AND FASTENED TO UNISTRUT GRID (4) #12 GAGE WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION & SPLAYED 90 DEGREES FROM EACH OTHER AT ANGLE NOT EXCEEDING 45 DEGREES FROM HORIZONTAL PLANE OF CEILING. NOTES: 1. MUST MEET IBC 20122" MIN. 2. FIRST LINE OF LATERAL BRACING 48" MAX. FROM BOUNDRY WALL OR CEILING DISCONTINUITY 2" MIN. 3. ATTACH TO BOTTOM EDGE OF VERTICAL FACE EXIST. STRUCT. 4.ELECTRICAL FIXTURES NOT TO COMPROMISE CEILING PERFORMANCE. 5. 12 GAGE VERT. WIRE TO HAVE NO LESS THAN 3 TURNS AFTER BEING ATTACHED TO SUSP. CEILING SYSTEM. LAP NEW DECK OVER EXISTING PER MANUFACTURER RECOMMENDATIONS VAPOR RETARDER RIGID INSULATION TO MATCH DEPTH OF EXISTING TREATED LUMBER BLOCKING 6" WIDE EPDM MEMBRANE SCREW & FASTENING PLATE @ 8" O.C. SPLICE ADHESIVE EXISTING EPDM MEMBRANE 7" SEAM TAPE 60 ML EPDM MEMBRANE SET IN BONDING ADHESIVE 4"4" 1-1/4" MAXI SET TAPCON SCREW @ 8" O.C. 12 GA. STAINLESS STEEL SHEET LAID IN CONTINUOUS BEAD OF ELASTOMERIC SEALANT FILL CAVITY WITH BATT INSULATION 4"4" 1-1/4" MAXI SET TAPCON SCREW @ 8" O.C. CONTINUOUS BEAD OF ELASTOMERIC SEALANT AROUND ENTIRE PERIMETER OF OPENING 12 GA. GALVANIZED STEEL SHEET SET IN CONTINUOUS BEAD OF ELASTOMERIC SEALANT. PAINT TO MATCH ADJACENT SURFACE. VAPOR BARRIER @ EXTERIOR WALLS INTERIOR WALL SURFACES EXTERIOR WALL SURFACES SEAL PERIMITER W/ CONTINUOUS BEAD OF ELASTOMERIC SEALANT M AIN TEE C R O S S C H A N N E L 1/2" CONDUIT COMPRESSION BRACE- FULL HEIGHT-TYPICAL 4 5 ° M A X . 4 5 ° M A X .4 5 ° M A X . 4 5 ° M A X . 12 GA. VERTICAL WIRES AT 4'-0" O.C. 12 GA. SPLAY WIRE AT 12'-0" O.C. IN EACH PLAN OF EACH RUNNER GYP. BD. CEILING PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: PROJECT NO: DOCUMENT STATUS STATUS DATE REVISIONS 2/ 1 2 / 2 0 1 9 1 1 : 1 0 : 3 7 A M C : \ U s e r s \ l a t k a 2 2 4 \ D o c u m e n t s \ H a r t 2 0 1 9 M E P _ l a t k a 2 2 4 . r v t AR C H I T E C T U R A L DE T A I L S JO H N W . H A R T B U I L D I N G - ME P & L O C K E R R O O M RE M O D E L MECHANICAL ENGINEER: Heath Engineering 377 West 800 North Salt Lake City, UT 84103 (801) 322-0487 ELECTRICAL ENGINEER: Payne Engineering 1823 E. Center St. Pocatello, ID 83201 (208) 232-4439 POOL CONSULTANT: Counsilman-Hunsaker 1536 Cole Blvd. Suite 333 Lakewood, CO 80401 (303) 384-9500 F. David Gay gayf@byui.edu (208) 496-2667 AE501 ©2018 BYU-IDAHO 525 South Center St. Rexburg, ID 83460 STRUCTURAL ENGINEER: John A. Martin 36 Professional Plaza #230 Rexburg, ID 83440 (208) 754-7020 Checker 10569 02/06/19NEW BID DOCUMENTS Author 1 1/2" = 1'-0"3BLOCKING DETAIL 1 1/2" = 1'-0"4WALL BRACE DETAIL NO. DESCRIPTION DATE 1 1/2" = 1'-0"2BASEMENT WALL INFILL DETAIL 3" = 1'-0"5CEILING SOFFIT DETAIL 1 1/2" = 1'-0"6LAY-IN CEILING 1 1/2" = 1'-0"7SUSPENDED GYP. CEILING 3" = 1'-0"8ROOFING REPAIR DETAIL 1 1/2" = 1'-0"1MASONRY WALL REPAIR DETAIL JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S _T-X_D-X_T/_D-X_DVPROJECT GENERAL NOT E S : T O B E M O U N T E D A S C L O S E T O T Y 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 D I A G R A M N O S C A L E F I N I S H E D F L O O R A R 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 . D O O R J A M B S A S P O 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 1 8 " - 2 4 " T . V . O U T L E T A L 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 N O T E D O T H E R W I S E . A L L S W I T C H E S A N D T H E R M O S T A T S N O T E S : T H E R M O S T A T O R M E C H A N I C A L S W I T C H L I G H T S W I T C H C O N V E N I E N C E O U T L E T T E L E P H O N E / D A T A O U T L E T T T ( O R A S N O T E D ) 5 ' - 0 ' ' 4 ' - 0 ' ' 3 ' - 6 ' ' 5 0 6 0 7 0 8 0 A . C O 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 A R 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 T H 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 C A 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 W I T H W A I N S C O T I N G , E T C . ( O R A S N O T E D ) @ M I L L W O R K X X " * B . D . * C O 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 H E I G H T S W I T H A R C H I T E C T U R A L W A 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 N O 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 . * M O U N T V E R T I C A L O R H O R I Z O N T A L T O M A T C H E X I S T I N G D E V I C E S ( T Y P ) V E R I F Y W I T H M E C H . M U D R I N G O R I E N T A T I O N . PER NEC 384-4. WALL P L A N V I E W E L E C T R I C A L E Q U I P . C L E A R A N C E D E T A I L N O S C A L E P E R N E C 1 1 0 - 2 6 . 3 6 " E L E V A T I O N V I E W 3 0 " WALL 6'-6"A.F.F. 66" F I N I S H F L O O R 3 6 " P A N E L O R E L E C T R I C A L E Q U I P M E N T OR CEILING 6' A.F.F. R E C E P T A C L E M O U N T I N G D E T A I L N O S C A L E T O S U I T W A L L R A I S E D R I N G C O N D U I T ( S ) E N T R A N C E 4 ' ' S Q U A R E B O X B A C K O F C O V E R W / F E L T - T I P M A R K E R T O B E A S P E R S P E C I F I C A T I O N S . C O V E R P L A T E S - S T Y L E & C O L O R C I R C U I T N U M B E R T O B E W R I T T E N O N N O R M A L P O W E R C O L O R - ( S E E S P E C S ) R E C E P T A C L E - 2 0 A M P R A T E D - S E E S P E C I F I C A T I O N S . G R O U N D C O N D U C T O R G R E E N I N S U L A T E D P O W E R S U P P L Y C O N D U I T F O R C E I L I N G O R W A L L " J " B O X . R E C E S S E D L I G H T F I X T U R E M O U N T I N G D E T A I L N O S C A L E C E I L I N G T I L E A C O U S T I C A L L S I D E S S U P P O R T C L I P S T E E B A R G R I D I N D E P E N D E N T O F C E I L I N G S Y S T E M . ( T Y P I C A L ) S U P P O R T W I R E B Y E L E C T R I C A L C O N T R A C T O R DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE BRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS)ROUGH-IN BOX MUD RING ORIENTATION.F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)SW$9:(/'(5287/(7 BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHED S S S S S S U P JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S S C A L E : P A R T I A L 1 S T L E V E L - E X I S T I N G E L E C T R I C A L 1 / 8 " = 1 ' - 0 " JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S S C A L E : P A R T I A L 2 N D L E V E L - E X I S T I N G E L E C T R I C A L 1 / 8 " = 1 ' - 0 " F F F F JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S S C A L E : P A R T I A L 3 R D L E V E L - E X I S T I N G E L E C T R I C A L 1 / 8 " = 1 ' - 0 " S S S S S S S S JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S SCALE:PARTIAL 2 N D L E V E L - L I G H T I N G 1/8" = 1' - 0" L I G H T I N G N O T E : JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S SCALE:PARTIAL 3 R D L E V E L - L I G H T I N G 1/8" = 1' - 0" U P PP JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S SCALE:PARTIAL 1ST LEVEL - POWER1/8" = 1' - 0" P O W E R N O T E S : JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S SCALE:PARTIAL 3 R D L E V E L - P O W E R 1/8" = 1' - 0" FIRE ALARM NOTE: JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S SCALE:PARTIAL 3RD LEVEL - FIR E A L A R M 1/8" = 1' - 0" F I R E A L A R M E X P A N S I O N N O T E S : JOHN W. HART BUILDING - MEP & LOCKER ROOM REMODEL P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E M E C H A N I C A L E N G I N E E R : H e a t h E n g i n e e r i n g 3 7 7 W e s t 8 0 0 N o r t h S a l t L a k e C i t y , U T 8 4 1 0 3 ( 8 0 1 ) 3 2 2 - 0 4 8 7 E L E C T R I C A L E N G I N E E R : P a y n e E n g i n e e r i n g 1 8 2 3 E . C e n t e r S t . P o c a t e l l o , I D 8 3 2 0 1 ( 2 0 8 ) 2 3 2 - 4 4 3 9 P O O L C O N S U L T A N T : C o u n s i l m a n - H u n s a k e r 1 5 3 6 C o l e B l v d . S u i t e 3 3 3 L a k e w o o d , C O 8 0 4 0 1 ( 3 0 3 ) 3 8 4 . 9 5 0 0 A r c h i t e c t : F . D a v i d G a y g a y f @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 6 7 S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : T E P - - - P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E M M P R E V I S I O N S B MAIN BRKR. AMPSLOAD/POLE MAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPS WATTS 41 293739353331 27 25 2123 CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3 E BRKCIRLOAD MAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE 42 3038363432 28 26 24 22AMPS.NO.WATTSECAMP1018161412 8 6 2 4 FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIR SURFACEFLUSHLOAD NAME B M A I N B R K R . A M P S L O A D / P O L E M A I N L U G S O N L Y 1 9 FEEDER CO N D U C T O R S I Z E : TOTAL L O A D / P H A S E REMARKS: A M P S W A T T S 4 1 2 9 3 7 3 9 3 5 3 3 3 1 2 7 2 5 2 1 2 3 CLASSLOCATIONMAKE/MODE L LOAD N A M E A A M P W A T T S N O . 9 1 7 1 5 1 1 1 3 7 5 1 3 E B R K C I R L O A D M A I N S W . O P L 2 0 S . C . I N T C A P / B K R . 4 0 C O N D U I T S I Z E 4 2 3 0 3 8 3 6 3 4 3 2 2 8 2 6 2 4 2 2 A M P S . N O . W A T T S E C A M P 1 0 1 8 1 6 1 4 1 2 8 6 2 4 F E E D B O T T O M F E E D T O P D I M E N S I O N S B R K A M P S L O P L O A D C I R S U R F A C E F L U S H L O A D N A M E B M A I N B R K R . A M P S L O A D / P O L E M A I N L U G S O N L Y 1 9 F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : A M P S W A T T S 4 1 2 9 3 7 3 9 3 5 3 3 3 1 2 7 2 5 2 1 2 3 C L A S S L O C A T I O N M A K E / M O D E L L O A D N A M E A A M P W A T T S N O . 9 1 7 1 5 1 1 1 3 7 5 1 3 E B R K C I R L O A D M A I N S W . O P L 2 0 S . C . I N T C A P / B K R . 4 0 C O N D U I T S I Z E 4 2 3 0 3 8 3 6 3 4 3 2 2 8 2 6 2 4 2 2 A M P S . N O . W A T T S E C A M P 1 0 1 8 1 6 1 4 1 2 8 6 2 4 F E E D B O T T O M F E E D T O P D I M E N S I O N S B R K A M P S L O P L O A D C I R S U R F A C E F L U S H L O A D N A M E B MAIN BRKR. AMPSLOAD/POLE MAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPS WATTS 41 293739353331 27 25 2123 CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3 E BRKCIRLOAD MAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE 42 3038363432 28 26 24 22AMPS.NO.WATTSECAMP1018161412 8 6 2 4 FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIR SURFACEFLUSHLOAD NAME B M A I N B R K R . A M P S L O A D / P O L E M A I N L U G S O N L Y 1 9 F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : A M P S W A T T S 4 1 2 9 3 7 3 9 3 5 3 3 3 1 2 7 2 5 2 1 2 3 C L A S S L O C A T I O N M A K E / M O D E L L O A D N A M E A A M P W A T T S N O . 9 1 7 1 5 1 1 1 3 7 5 1 3 E B R K C I R L O A D M A I N S W . O P L 2 0 S . C . I N T C A P / B K R . 4 0 C O N D U I T S I Z E 4 2 3 0 3 8 3 6 3 4 3 2 2 8 2 6 2 4 2 2 A M P S . N O . W A T T S E C A M P 1 0 1 8 1 6 1 4 1 2 8 6 2 4 F E E D B O T T O M F E E D T O P D I M E N S I O N S B R K A M P S L O P L O A D C I R S U R F A C E F L U S H L O A D N A M E 4 7 4 3 4 5 4 6 4 8 4 4 4 9 5 1 5 2 5 0 5 3 5 4 FP101 P L A N - L E V E L 1 F I R E P R O T E C T I O N 1/16" = 1’-0"0’48’32’16’8’ FIRE PROTECTION PLAN - LEVEL 1 R E M O D E L M E P & L O C K E R R O O M J O H N W . H A R T B U I L D I N G - PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE (801) 322-0487 Salt Lake City, UT 84103 377 West 800 North Heath Engineering MECHANICAL ENGINEER: (208) 232-4439 Pocatello, ID 83201 1823 E. Center St. Payne Engineering ELECTRICAL ENGINEER: (303) 384.9500 Lakewood, CO 80401 Suite 333 1536 Cole Blvd. Counsilman-Hunsaker POOL CONSULTANT: Architect: F. David Gay gayf@byui.edu (208) 496-2667 OF SHEET NUMBER: 012 / 8 / 2 0 1 7 1 0 : 1 6 : 0 4 A M DRAWN BY: CHECKED BY: Rexburg, ID 83460 525 South Center St. Copyright 2018 BYU-Idaho PROJECT NO: DOCUMENT STATUS STATUS DATE F i l e P a t h REVISIONS 03 18057 GTJ NS FOR CONSTRUCTION 02/19/19 DN UP D N RAMP HALLWAY 1-T COMPACTED FILL POOL SERVICE ROOM 130 3634 SQ.FT. COMPACTED FILL MECHANICAL ROOM 146C MECHANICAL ROOM# 120 219 SQ. FT. ELECTRICAL ROOM# 122 R A M P DN UP D N CENTER ROOM 152 CLASSROOM ROOM 154 950 SQ.FT. STORAGE ROOM 154A 164 SQ.FT. CLASSROOM ROOM 170 945 SQ.FT. RM 176 101 S.F. U P U P 271 SQ. FT. 534 SQ.FT. 261 SQ.FT. UP ROOM 161A 308 SQ.FT. U P U P LAUNDRY ROOM 185 368 SQ.FT. EQUIPMENT STOR. ROOM 185B DANCE STUDIO ROOM 141 2239 SQ.FT. R A M P VARSITY DRESSING, SHOWER ROOMS ROOM 188 APPROX. 3316 SQ.FT. MECH. RM 189B 196 S.F. TRAINING ROOM 189 476 SQ.FT. STORAGE ROOM 189A 74 SQ.FT. HALLWAY 1-K 2203 SQ.FT. 378 SQ.FT. TRAINING TELECOM RM ROOM 169 151 SQ.FT. RAMP COMPACTED FILL U P CUSTODIAL ROOM 190 200 SQ.FT. RACQUETBALL COURTS (FOR SCHEDULING PURPOSES, THE WHOLE SUITE IS NUMBERED 196) 813 SQ.FT. EA. ROOM 191 ROOM 192 ROOM 193 ROOM 194 ROOM 195 UP EQUIP. STORAGE ROOM# 182A 1265 SQ. FT. CUST. TRAINING ROOM 161 462 SQ.FT. 126 SQ.FT. STAIRWELL 1-A H A L L W A Y 1 - R STAIRWELL 1-U 196 SQ.FT. 130 SQ.FT. STAIRWELL 1-C R A M P 141 SQ.FT. HALLWAY 1-P 738 SQ.FT. 176 SQ.FT. STAIRWELL 1-Q 1 4 8 5 S Q . F T . 84 SQ.FT. VESIBULE 1-N 238 SQ.FT. RAMP 1-S 188 SQ.FT. ISSUE ROOM 187 671 SQ.FT. ROOM 185A EQUIPMENT STORAGE 6 SEATS 681 S.F. LAB EXERCISE RM 174 902 S.F. ROOM CLASS- ROOM / LOCKER RM 178 177 S.F. HALLWAY 1-M 87 SQ.FT. ROOM 152A STORAGE 3 7 1 S Q . F T . R O O M 1 5 5 O F F I C E 213 SQ.FT. VESTIBULE 1-J 407 SQ.FT. HALLWAY 1-B 1 4 2 8 S Q . F T . H A L L W A Y 1 - D 34 SQ.FT. ELEVATOR EQUIPMENT ROOM 182B 56 SQ.FT. ELEVATOR SHAFT 1-F 997 SQ.FT. VESTIBULE 1-G 285 SQ.FT. STAIRWELL 1-H E 108 S.F. WELLNESS B 70 S. F. D 43 S. F. C 74 S.F. 53 SEATS 41 SEATS LOCKER BASES 70 SQ.FT. HALLWAY 1-E 91 SQ.FT. RM 183 WOMEN’S ROOM 62 SQ.FT. RM 181 MEN’S ROOM 1241 SQ.FT. ROOM 157 WOMEN FAC.DRESSING 6 5 5 S Q . F T . R O O M 1 5 9 E Q U I P . R E P A I R ROOM 177 MEN’S FAC. DRESSING 39 SQ.FT. RM 174A RESTROOM 1 0 9 5 S Q . F T . R O O M 1 4 8 C L A S S R O O M T H E R A P Y P H Y S I C A L STAIRWELL 1-L 92 SQ.FT. COURT #1 COURT #2 COURT #3 COURT #4 COURT #5 E UP 50 SQ.FT. ROOM 197 ELEV. EQUIP. 103 SF ELEVATOR 1V 254 SF ELEVATOR LOBBY 1W 263 SF STAIRWELL 1Z STAIR TOWER ACTUALLY CONNECTED TO HALLWAY 2L WHICH IS DETAILED ON NEXT LEVEL UP. 34 SQ.FT. ROOM 198 STORAGE 115 SF ROOM 199 ELEC. / MECH. 74 SF HALLWAY 1X 95 SF VESTIBULE 1Y DN 24,142 SF RM 182 FITNESS CENTER AREA 182A CARDIO AREA AREA 182B SPINNING AREA MACHINE WEIGHTS AREA A R E A 1 8 2 C C I R C U I T T R A I N I N G A R E A A R E A 1 8 2 D S T R E T C H I N G A R E A AREA 182E FREE WEIGHT AREA AREA 182F CLASSROOM AREA AREA 182G EQUIPMENT AREA SMALL COMBINED DANCE STUDIO/ CLASSROOM ROOM 142 1092 SQ.FT. 2432 SQ.FT. ROOM 146 CLASSROOM EXERCISE PHYSIOLOGY CHANGING ROOM RM 146B 46 SQ.FT. STORAGE RM 146A 65 SQ.FT. STORAGE RM 148A 78 SQ.FT. CUSTODIAL RM 147 38 SQ.FT. 544 SQ.FT. ROOM 143 UNASSIGNED STORAGE ROOM 141A 298 SQ.FT. STORAGE ROOM 141B 355 SQ.FT. STORAGE ROOM 142A 228 SQ.FT. FIRE SPRINKLER SCOPE NOTES SPRINKLER SYSTEM. NOT IN SCOPE. AREA PROTECTED BY EXISTING, PARTIAL FIRE REMODEL OF AREA SCOPE. FIRE SPRINKLERS TO BE ADDED IN FUTURE AREA NOT PROTECTED BY FIRE SPRINKLERS. NOT IN ACCORDANCE WITH IBC 507.4 EXCEPTION 2. FIRE SPRINKLERS IN THIS AREA IS PERMITTED IN TO THE EXTERIOR OF THE BUILDING. OMISSION OF A PARTICIPANT SPORTS AREA WITH EXITS DIRECTLY NO FIRE SPRINKLERS REQUIRED. AREA IS CONSIDERED SPECIFICATION SECTION 211313. APPLICABLE PROVISIONS OF NFPA 13 AND TEST FIRE SPRINKLERS IN ACCORDANCE WITH ALL THIS CONTRACT (BASE BID). DESIGN, INSTALL AND FIRE SPRINKLERS TO PROTECT AREA AS PART OF AREA NOT PROTECTED BY FIRE SPRINKLERS. INSTALL FP102 P L A N - L E V E L 2 F I R E P R O T E C T I O N 1/16" = 1’-0"0’48’32’16’8’ FIRE PROTECTION PLAN - LEVEL 2 R E M O D E L M E P & L O C K E R R O O M J O H N W . H A R T B U I L D I N G - PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE (801) 322-0487 Salt Lake City, UT 84103 377 West 800 North Heath Engineering MECHANICAL ENGINEER: (208) 232-4439 Pocatello, ID 83201 1823 E. Center St. Payne Engineering ELECTRICAL ENGINEER: (303) 384.9500 Lakewood, CO 80401 Suite 333 1536 Cole Blvd. Counsilman-Hunsaker POOL CONSULTANT: Architect: F. David Gay gayf@byui.edu (208) 496-2667 OF SHEET NUMBER: 012 / 8 / 2 0 1 7 1 0 : 1 6 : 0 4 A M DRAWN BY: CHECKED BY: Rexburg, ID 83460 525 South Center St. Copyright 2018 BYU-Idaho PROJECT NO: DOCUMENT STATUS STATUS DATE F i l e P a t h REVISIONS 03 18057 GTJ NS FOR CONSTRUCTION 02/19/19 EQUIP. ISSUE ROOM# 202 1180 SQ.FT. AUXILIARY GYMNASIUM ROOM# 208 9581 SQ. FT. OFFICE ROOM# 236 113 SQ. FT. CUSTODIAL ROOM# 208A 170 SQ. FT. OFFICE RM.# 244A 164 S.F. OFFICE ROOM#244 149 SQ.FT. DN UP FITNESS STUDIO ROOM# 234 2393 SQ. FT. WOMENS RESTROOM ROOM# 242 605 SQ. FT. MENS RESTROOM ROOM# 238 593 SQ. FT. STORAGE ROOM# 208C 322 SQ. FT. STORAGE ROOM# 208D 204 SQ. FT. TELECOM ROOM# 208B 47 SQ. FT. STORAGE ROOM# 234A 77 SQ. FT. STORAGE ROOM# 234B 164 SQ. FT. MAIN GYM FIXED SEATING AREA 20,102 SQ. FT. MAIN GYM PLAYING FLOOR 7636 SQ. FT. DN TICKET OFFICE ROOM# 272 87 SQ. FT. TICKET OFFICE ROOM# 271 87 SQ. FT. D N D N D N UPPER FIELDHOUSE ROOM# 182 DN ROOM# 191 ROOM# 192 ROOM# 193 ROOM# 194 ROOM# 195 BALCONY 2-A 397 SQ. FT. UPPER HANDBALL COURTS D N DN DN UP HALLWAY 2-E 364 SQ. FT. STAGE 1568 SQ. FT. DN UP STORAGE ROOM 281 495 SQ.FT. HALLWAY (FOYER) 2-W 6163 SQ.FT. ELEVATOR SHAFT ROOM# 250B ROOM# 250 ROOM# 250A STORAGE ROOM 210 93 SQ. FT. RESTOOM 160 SQ.FT. MENS SHOWER 728 SQ.FT. CLOTHING ISSUE 343 SQ.FT. MENS DRESSING ROOM ROOM 207 3500 SQ.FT. U P UP FIRST AID ROOM 215A 87 SQ.FT. OFFICE RM213 93 S.F. OFFICE RM 217 112 S.F. OFFICE R223B 87 S.F. STORAGE RM 215B 193 SQ.FT. DN UP OFFICE ROOM# 229 112 SQ. FT. INTRAMURAL RM 223 310 SQ.FT. OFFICE R223A 87 S.F. OFFICE RM219 112 S.F. DRESSING 111 S.F. CUST RM 209 56 S.F. RM 211 SWIMMING POOL ROOM 215 7180 SQ.FT. LAUNDRY RM263 230 S.F. RESTROOM 181 SQ.FT. WOMENS SHOWER 348 SQ.FT. CLOTHING ISSUE 177 SQ.FT. WOMENS DRESSING ROOM ROOM 261 3215 SQ.FT. ROOM 207A ROOM 207B ROOM 207C RM 261D RM 261E RM 261F SEATING 14 W H E E L C H A I R P L A T F O R M W H E E L C H A I R P L A T F O R M CHAIR SEATS 1540 BLEACHER SEATS 1929 TOTAL FIXED SEATS 3469 SEATING GRAND TOTAL = 4189 D N R O O M 2 9 0 C H A I R S T O R A G E 5 4 0 S Q . F T . R O O M 2 9 0 A L L I G H T / S O U N D S T O R A G E 4 4 4 S Q . F T . CHAIN LINK FENCE STORAGE AREA & CORRIDOR BENEATH BLEACHER SEATING. DRAWN HERE FOR PUPOSES OF CLARITY. DASHED ARROWS LOCATE ACTUAL POSITION OF CORNERS IN BUILDING. OFFICE RM 252 100 S.F. 100 S.F. OFFICE RM 254 100 S.F. OFFICE RM 258 100 S.F. RM 260 OFFICE RM 259 100 S.F. OFFICE OFFICE 100 S.F. RM 257 RM 255 100 S.F. OFFICE OFFICE 100 S.F. RM 253 OFFICE RM 251 140 S.F. RM 264 142 S.F. OFFICE RM262 64 SF CUST. RM 239 OFFICE 120 S.F. 120 S.F. RM 241 OFFICE OFFICE RM 243 120 S.F. HALLWAY 2-N 2665 SQ.FT. H A L L W A Y 2 - R 9 8 1 S Q . F T . 235 SQ.FT. ROOM# 2-Z STAIRWAY 289 SQ. FT. HALLWAY 2-B 152 SQ. FT. HALLWAY 2-G 248 SQ. FT. HALLWAY 2-H 986 SQ. FT. HALLWAY 2-M 301 SQ. FT. STAIRWELL 2-Y SHOWN WITH LIGHT LINES) INTERIOR ELEMENTS BENEATH (AREA SHOWN SHADED WITH & BALCONY 2-D. 517 SQ.FT. EXTERIOR STAIRWELL 344 SQ.FT. HALLWAY 2-AA 290A 2-AA & IS ACCESSED FROM ROOM AREA. IT IS LOCATED ABOVE HALLWAY 373 SQ.FT. THIS IS THE SHADED LIGHT/SOUND STORAGE ROOM 290B 126 SQ.FT. STAIRWELL 2-BB 221 SQ.FT. VESTIBULE 2-U 133 SQ.FT. STAIRWELL 2-T 144 SQ.FT. STAIRWELL 2-S 137 SQ.FT. STAIRWELL 2-X ENTRY ABOVE ROOFLINE 96 SQ.FT. INTERIOR STAIRWELL 2-C 53 SQ.FT. STAIRWELL 2-J 65 SQ.FT. VESTIBULE 2-Q 198 SQ.FT. STAIRWELL 2-P 227 SQ.FT. STAIRWELL 2-O 110 SQ.FT. ROOM 283 ELECTRICAL ROOM 50 SQ.FT. ROOM# 285 STORAGE 50 SQ.FT. STAIRWELL 2-F 220 SQ.FT. HALLWAY 2-V 109 SQ.FT. ROOM# 246B COPY ROOM 316 SQ.FT. ROOM#246A CONFERENCE ROOM 1987 SQ.FT. ROOM 204 WRESTLING ROOM 136 SQ.FT. RM# 287 STORAGE 40 SQ.FT. RM# 287A MECHANICAL U P P E R E Q U I P . S T O R A G E R O O M # 1 8 2 A SHOWER 6 ea. 5 PERSON COL. INSTALL MARBLE DIVIDERS COL. SHOWERS- REUSE AND 4 EA. 4 PERSON COL. SHOWERS TOTAL FLOOR SEATING: 720 42 SF RM 245 STORAGE 22 S.F. RM 205 CLOSET S C H E U L E E N T I R E R O O M O R E I T H E R H A L F E DN UP 315 SQ.FT. ROOM 265 DRESSING ROOM BELOW OPEN TO 3 0 9 S F H A L L W A Y 2 C C 179 SQ.FT. ROOM 264A OFFICE 103 SF ELEVATOR 2DD 150 SF ELEVATOR LOBBY 2EE 264 SF STAIRWELL 2FF 27 SF RM 274 RESTROOM R A M P D O W N 142 SQ.FT. STAIRWELL 2-L 137 SQ.FT. ROOM 261C RESTROOM FIRE SPRINKLER SCOPE NOTES SPRINKLER SYSTEM. NOT IN SCOPE. AREA PROTECTED BY EXISTING, PARTIAL FIRE REMODEL OF AREA SCOPE. FIRE SPRINKLERS TO BE ADDED IN FUTURE AREA NOT PROTECTED BY FIRE SPRINKLERS. NOT IN ACCORDANCE WITH IBC 507.4 EXCEPTION 2. FIRE SPRINKLERS IN THIS AREA IS PERMITTED IN TO THE EXTERIOR OF THE BUILDING. OMISSION OF A PARTICIPANT SPORTS AREA WITH EXITS DIRECTLY NO FIRE SPRINKLERS REQUIRED. AREA IS CONSIDERED SPECIFICATION SECTION 211313. APPLICABLE PROVISIONS OF NFPA 13 AND TEST FIRE SPRINKLERS IN ACCORDANCE WITH ALL THIS CONTRACT (BASE BID). DESIGN, INSTALL AND FIRE SPRINKLERS TO PROTECT AREA AS PART OF AREA NOT PROTECTED BY FIRE SPRINKLERS. INSTALL FP103 P L A N - L E V E L 3 F I R E P R O T E C T I O N 1/16" = 1’-0"0’48’32’16’8’ FIRE PROTECTION PLAN - LEVEL 3 R E M O D E L M E P & L O C K E R R O O M J O H N W . H A R T B U I L D I N G - PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE (801) 322-0487 Salt Lake City, UT 84103 377 West 800 North Heath Engineering MECHANICAL ENGINEER: (208) 232-4439 Pocatello, ID 83201 1823 E. Center St. Payne Engineering ELECTRICAL ENGINEER: (303) 384.9500 Lakewood, CO 80401 Suite 333 1536 Cole Blvd. Counsilman-Hunsaker POOL CONSULTANT: Architect: F. David Gay gayf@byui.edu (208) 496-2667 OF SHEET NUMBER: 012 / 8 / 2 0 1 7 1 0 : 1 6 : 0 4 A M DRAWN BY: CHECKED BY: Rexburg, ID 83460 525 South Center St. Copyright 2018 BYU-Idaho PROJECT NO: DOCUMENT STATUS STATUS DATE F i l e P a t h REVISIONS 03 18057 GTJ NS FOR CONSTRUCTION 02/19/19 ROOF UPPER SWIMMING POOL DN DN UPPER AUXILIARY GYMNASIUM MECHANICAL WELL DN UP UPPER MAIN GYMNASIUM UPPER FOYER UPPER FIELDHOUSE ROOF UPPER STAGE D N DN STORAGE ROOMS 21 SQ.FT. STAIRWELL 3-G ENTRY & STAIR ROOF LINE OVER 54 SQ.FT. STAIRWELL 3-J 293 SQ.FT. STAIRWELL 3-A 293 SQ.FT. STAIRWELL 3-B 163 SQ.FT. HALLWAY 3-C 169 SQ.FT. HALLWAY 3-D 131 SQ.FT. STAIRWELL 3-E 27 SQ.FT. RESTROOM ROOM 350A 27 SQ.FT. RESTROOM ROOM 370A R O O F1390 SQ.FT. ROOM #310 GALLERY 1707 SQ.FT. ROOM #312 GALLERY 668 SQ.FT. ROOM #360 SOUND / LIGHTS STORAGE 47 SQ.FT. STAIRWELL 3-K 63 SQ.FT. SPOTLIGHT PLATFORM 3-F 63 SQ.FT. PLATFORM 3-H SPOTLIGHT 234 SQ.FT. ROOM #350 DRESSING ROOM 9058 SQ.FT. ROOM 333 MECHANICAL ROOM 286 SQ.FT. ROOM #341 BOX SEATS 172 SQ.FT. ROOM 340 BOX SEATS 80 SQ.FT. ROOM #339 BDF 61 SQ.FT. ROOM 338 MEDIA BROADCAST 76 SQ.FT. ROOM #334 MEDIA BROADCAST 61 SQ.FT. ROOM #336 MEDIA BROADCAST 1731 SQ.FT. ROOM #332 CLASSROOM 40 SQ.FT. RM 332A53 SQ.FT. RM 332B 183 SQ.FT. RM 332C 1 5 8 S Q . F T . R M 3 3 2 D 416 SQ.FT. ROOM #380 SOUND & LT CONTROL ROOM 42 SQ.FT. ROOM #340A MEDIA BROADCAST E 347 SQ.FT. ROOM #370 DRESSING ROOM STAIRWELL 3-N 271 SF ELEVATOR LOBBY 3-M 145 SF ELEVATOR 3-L 103 SF BRIDGE TO BYU-IDAHO CENTER DN DN ROOF BELOW FIRE SPRINKLER SCOPE NOTES SPRINKLER SYSTEM. NOT IN SCOPE. AREA PROTECTED BY EXISTING, PARTIAL FIRE REMODEL OF AREA SCOPE. FIRE SPRINKLERS TO BE ADDED IN FUTURE AREA NOT PROTECTED BY FIRE SPRINKLERS. NOT IN ACCORDANCE WITH IBC 507.4 EXCEPTION 2. FIRE SPRINKLERS IN THIS AREA IS PERMITTED IN TO THE EXTERIOR OF THE BUILDING. OMISSION OF A PARTICIPANT SPORTS AREA WITH EXITS DIRECTLY NO FIRE SPRINKLERS REQUIRED. AREA IS CONSIDERED SPECIFICATION SECTION 211313. APPLICABLE PROVISIONS OF NFPA 13 AND TEST FIRE SPRINKLERS IN ACCORDANCE WITH ALL THIS CONTRACT (BASE BID). DESIGN, INSTALL AND FIRE SPRINKLERS TO PROTECT AREA AS PART OF AREA NOT PROTECTED BY FIRE SPRINKLERS. INSTALL 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L R E F E R E NC E P L AN SP000 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L D EM O L IT I ON P L AN SP001 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L R E N O VA TI ON P L A NS SP100 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L ME C H A N I C AL D E T A I LS SP101 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L ME C H A N I C AL D E T A I LS SP102 2 01 8 C O UN S I L M AN H UN S A K ER C ph: 314.894.1245 www.chh2o.com COUNSILMAN HUNSAKER J O H N W . H A R T B U I L D I N G - ME P & L O C K E R R OO M R EM O D EL PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE OF SHEET NUMBER: DRAWN BY: CHECKED BY:CJR PROJECT NO: DOCUMENT STATUS STATUS DATE 11/29/18100% CD CMB REVISIONS P OO L SY S T EM S S C H E M A T IC SP200 11-16-20 1 8 11-29-20 1 8