Loading...
HomeMy WebLinkAboutPLANS - 19-00154 - Walmart - Grocery Pickup AdditionO G P 2 D 6 O G P 2 D 6 O G P 2 D 6 O G P 2 D 6 O G P 2 D 6 O G P 2 D 9 O G P 2 D 6 O G P 2 D 6 P I C K C A R T P I C K C A R T P I C K C A R T P I C K C A R T P I C K C A R T DEMOLITION NOTES 1. C O N T R A C T O R I S R E S P O N S I B L E F O R A L L J O B S I T E S A F E T Y A N D C O M P L I A N CE WITH OSHA REGULATIONS. CONTRACTOR WILL IN S T A L L T E M P O R A R Y W A L L , D U S T B A R R I C A D E S A N D C O N S T R U C T I O N B A R R I E RS AND TAKE ALL PRECAUTIONS TO PROTECT CU S T O M E R S A N D A S S O C I A T E S F R O M C O N S T R U C T I O N O P E R A T I O N S . 2. T H E C O N T R A C T O R S H A L L F I E L D V E R I F Y T H E E X T E N T O F D E M O L I T I O N . I F DISCREPANCIES ARE FOUND, CONTACT THE AR C H I T E C T A N D W A L M A R T C O N S T R U C T I O N M A N A G E R . 3. W H E N U T I L I T I E S A R E R E M O V E D , C A P A N D S E A L A M I N I M U M O F 8 " B E L O W FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CE I L I N G . 4. S A W C U T T I N G O F E X I S T I N G C O N C R E T E W I L L B E C O O R D I N A T E D W I T H S T O RE MANAGER FOR APPROPRIATE HOURS TO MI N I M I Z E C U S T O M E R S D I S T U R B A N C E . N O J A C K H A M M E R S A R E A L L O W E D . 5. G E N E R A L C O N T R A C T O R I S R E S P O N S I B L E F O R R E M O V A L O F C O N S T R U C T I O N WASTE AND DEBRIS. DO NOT USE STORE DU M P S T E R S . P R E V E N T C U S T O M E R S A N D A S S O C I A T E S F R O M C O N T A C T W I T H C ONSTRUCTION WASTE. 6. C O O R D I N A T E L O C A T I O N O F D U M P S T E R O N S I T E W I T H W A L M A R T C M . SI T E V E R I F I C A T I O N R E Q U I R E M E N T S 1. T H E A R C H I T E C T H A S M A D E T H E S E D R A W I N G S B A S E D O N T H E E X I S T I N G B UILDING AND CONDITIONS. IT IS THE RESPONSIBILITY OF T H E C O N T R A C T O R T O 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 P R I O R T O T H E SUBMISSION OF HIS BID AND TO THE CO M M E N C E M E N T O F A N Y W O R K . N O A D D I T I O N A L C O M P E N S A T I O N W I L L B E P AID DUE TO THE CONTRACTOR'S FAILURE TO AC Q U A I N T H I M S E L F W I T H E X I S T I N G S I T E C O N D I T I O N S W H I C H I N C L U D E , B UT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UT I L I T I E S . 2. A N Y D I S C R E P A N C Y W I T H T H E E X I S T I N G S I T E C O N D I T I O N S A N D / O R T H E DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF TH E A R C H I T E C T F O R C L A R I F I C A T I O N A N D I N S T R U C T I O N . T H E S E C O N S T R U CTION DOCUMENTS HAVE BEEN DESIGNED AND DR A W N A S S U M I N G E X I S T I N G B U I L D I N G C O N D I T I O N S M A T C H T H E O R I G I N A L DRAWINGS. THE GENERAL CONTRACTOR, IM M E D I A T E L Y U P O N A R R I V A L A T T H I S S I T E , S H A L L V E R I F Y A L L E X I S T I N G STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BE A R I N G H E I G H T S , E X I S T I N G D I M E N S I O N , A N D R O O F I N G C O N D I T I O N S ( I N CLUDING PARAPETS). IF DISCREPANCIES ARE FOUND BE T W E E N W H A T I S S H O W N O N T H E D R A W I N G S A N D E X I S T I N G F I E L D C O N D I T IONS, CONTACT THE WALMART CONSTRUCTION MA N A G E R A N D T H E A R C H I T E C T I M M E D I A T E L Y T O D E T E R M I N E W H A T A C T I O N SHOULD BE TAKEN TO MATCH EXISTING CO N D I T I O N S . 3. A L L U T I L I T Y L O C A T I O N S S H O W N A R E A P P R O X I M A T E . T H E C O N T R A C T O R SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EX I S T I N G U T I L I T I E S ( W H E T H E R S H O W N O R N O T ) P R I O R T O T H E S U B M I S S I ON OF HIS BID OR THE COMMENCEMENT OF CO N S T R U C T I O N . T H E C O N T R A C T O R S H A L L N O T I F Y T H E W A L M A R T C O N S T R U C TION MANAGER AND THE ARCHITECT OF THE DI S C O V E R Y O F E X I S T I N G U T I L I T I E S N O T S H O W N O R N O T E D O N T H E D R A W I NGS. 4. T H E C O N T R A C T O R S H A L L V E R I F Y E X A C T L O C A T I O N S A N D D E P T H S O F U N D ERGROUND UTILITY SERVICES PRIOR TO ANY EX C A V A T I O N . 5. R E P O R T A N Y D I S C R E P A N C I E S F O U N D I N T H E F I E L D I M M E D I A T E L Y T O W A LMART AND THE ARCHITECT PRIOR TO MAKING ANY MO D I F I C A T I O N S O R O R D E R I N G O F A N Y M A T E R I A L S . GE N E R A L R E Q U I R E M E N T S 1. A L L W O R K S H A L L B E D O N E I N A S A F E M A N N E R A N D I N S T R I C T A C C O R DA N C E W I T H T H E L O C A L A N D / O R S T A T E ( I F A P P L I C A B L E ) BU I L D I N G C O D E S , N A T I O N A L E L E C T R I C C O D E ( N E C ) , A D A - A D A A G S ( A D O P T ED H A N D I C A P A C C E S S I B I L I T Y R E Q U I R E M E N T S ) , O S H A AN D A L L A P P L I C A B L E C O D E S , R E G U L A T I O N , O R D I N A N C E S , A N D A U T H O R I T I ES H A V I N G J U R I S D I C T I O N . 2. E A C H C O N T R A C T O R A N D T H E I R S U B - C O N T R A C T O R S A R E R E S P O N S I B L E F OR H A V I N G A T H O R O U G H K N O W L E D G E O F A L L DR A W I N G S A N D S P E C I F I C A T I O N S I N T H E I R R E L A T E D F I E L D . T H E F A I L U R E T O A C Q U A I N T H I M S E L F W I T H T H I S K N O W L E D G E D O E S NO T R E L I E V E H I M O F A N Y R E S P O N S I B I L I T Y F O R P E R F O R M I N G H I S W O R K P RO P E R L Y . N O A D D I T I O N A L C O M P E N S A T I O N S H A L L B E AL L O W E D B E C A U S E O F C O N D I T I O N S T H A T O C C U R D U E T O F A I L U R E T O F A M I LI A R I Z E W O R K E R S W I T H T H I S K N O W L E D G E . 3. T H E E X I S T I N G B U I L D I N G S H A L L B E P R O T E C T E D F R O M M O I S T U R E , D U S T A N D D E B R I S . I N S T A L L D U S T P A R T I T I O N S O R D R A P E S A S RE Q U I R E D A N D / O R D I R E C T E D B Y T H E W A L M A R T C O N S T R U C T I O N M A N A G E R T O K E E P D U S T A N D M O I S T U R E F R O M T H E O P E R A T I N G AR E A S O F T H E S T O R E . 4. A N Y D A M A G E T O W A L M A R T P R O P E R T Y , W H I C H O C C U R S D U R I N G T H E P R O CE S S O F C O N S T R U C T I O N , S H A L L B E RE P A I R E D / R E P L A C E D A T N O A D D I T I O N A L C O S T T O W A L M A R T , T H I S I N C L U D ES A L L M E R C H A N D I S E . T H E C O N T R A C T O R S H A L L P A Y W A L M A R T T H E R E T A I L C O S T F O R A L L D A M A G E D M E R C H A N D I S E . 5. T H E C O N T R A C T O R S H A L L K E E P W O R K A R E A C L E A N A N D F R E E O F D E B R I S A N D S H A L L R E M O V E A L L T R A S H A N D D E B R I S F R O M T H E CO N S T R U C T I O N A R E A D A I L Y . N O F L A M M A B L E M A T E R I A L S O R L I Q U I D S M A Y B E S T O R E D I N T H E E X I S T I N G B U I L D I N G O R CO N S T R U C T I O N A R E A S . 6. R E M O V E A N Y E X I S T I N G I T E M S , S E R V I C E S , F I N I S H E S O R S U R F A C E S A S R E Q U I R E D F O R T H E I N S T A L L A T I O N O F N E W C O N S T R U C T I O N . PR O V I D E F U R R I N G F O R C O N D U I T S A N D P I P I N G , S H O W N O R N O T , A N D F I N I SH O U T F U R R I N G T O M A T C H A D J A C E N T F I N I S H E S . 7. A L L A D J A C E N T T E N A N T S P A C E S S H A L L R E M A I N I N S E R V I C E D U R I N G D EM O L I T I O N A N D C O N S T R U C T I O N . 8. S C H E D U L E A L L W O R K T O K E E P D I S R U P T I O N S T O T H E S T O R E O P E R A T I O NS A T A M I N I M U M . C O O R D I N A T E U T I L I T Y D I S R U P T I O N S WI T H T H E W A L M A R T S T O R E M A N A G E R . 9. R E P A I R , R E - R O U T E , A N D E X T E N D A L L S E R V I C E S , P I P I N G , C O N D U I T OF E X I S T I N G I T E M S A N D E Q U I P M E N T A S R E Q U I R E D D U R I N G TH E C O N S T R U C T I O N P R O C E S S F O R T H E C O M P L E T E I N S T A L L A T I O N A N D O P E R AT I O N S O F N E W E Q U I P M E N T . T H I S I N C L U D E S A L L IT E M S S H O W N O R N O T S H O W N O N T H E D R A W I N G S . R E S E T E X I S T I N G E Q U I P ME N T O R R E L A T E D I T E M S A S R E Q U I R E D F O R P R O P E R OP E R A T I O N . 10 . W H E R E E X I S T I N G F I N I S H E S A R E T O R E M A I N , C L E A N , R E P A I R , P A T C H , A N D / O R R E P A I N T A S N E C E S S A R Y T O B L E N D W I T H A D J A C E N T SU R F A C E S . C O O R D I N A T E W I T H W A L M A R T C O N S T R U C T I O N M A N A G E R . 11 . T H E G E N E R A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E T I M E L Y OR D E R I N G O F M A T E R I A L S T O P R O H I B I T D E L A Y S O F T H E CO N S T R U C T I O N S C H E D U L E O F T H I S P R O J E C T . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O C O O R D I N A T E D E L I V E R Y O F MA T E R I A L S I N A T I M E L Y M A N N E R . 12 . T H E G E N E R A L C O N T R A C T O R S H A L L R E S P O N D T O A L L R E Q U I R E M E N T S O F T H E A R C H I T E C T F O R V E R I F I C A T I O N S , R E S P O N S E S A N D SU B M I S S I O N S . 13 . D U R I N G E N T I R E C O N S T R U C T I O N P E R I O D , P R O V I D E O N E U . L . L I S T E D 2A - 2 0 B C D R Y C H E M I C A L F I R E E X T I N G U I S H E R , O R O N E ST A N D A R D U . L . L I S T E D 2 - 1 / 2 G A L L O N W A T E R ( E - 1 0 ) A N D O N E U . L . L I S TE D 1 0 B C C A R B O N D I O X I D E F I R E E X T I N G U I S H E R M O U N T E D TO G E T H E R I N E A C H 3 0 0 0 S Q U A R E F O O T O F W O R K A R E A O R F R A C T I O N T H E R EO F ( M I N I M U M O F T W O A V A I L A B L E I N A L L CO N S T R U C T I O N A R E A S A T A L L T I M E S ) . 14 . I F M O D I F I C A T I O N T O S P R I N K L E R S Y S T E M I S R E Q U I R E D , T H E G E N E R A L C O N T R A C T O R S H A L L H I R E A L I C E N S E D S P R I N K L E R CO N T R A C T O R . T H E C O N T R A C T O R I S T O S U B M I T S I G N E D A N D S E A L E D S P R I NK L E R D R A W I N G S F O R A P P R O V A L T O T H E A H J P R I O R TO A N Y A L T E R A T I O N O F T H E A U T O M A T I C S P R I N K L E R S Y S T E M . 15 . T H E C O N T R A C T O R S H A L L M A I N T A I N T H E I N T E G R I T Y O F T H E E X I S T I N G B U I L D I N G S E C U R I T Y A T A L L T I M E S . T H I S I N C L U D E S K E E P I N G TH E B U I L D I N G S E C U R E F R O M P E R S O N S , E N V I R O N M E N T A L E L E M E N T S O R H A Z AR D S . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E TO M A I N T A I N T H E I N T E G R I T Y O F A L L E X I S T I N G S E C U R I T Y S Y S T E M . T H E C O N T R A C T O R S H A L L O B T A I N P E R M I S S I O N F R O M T H E ST O R E M A N A G E R P R I O R T O T H E M O D I F I C A T I O N O F A N Y E X I S T I N G S E C U R I T Y S Y S T E M F O R T H E O P E N I N G ( D E M O L I T I O N ) O F A N Y EX T E R I O R W A L L . 16 . F I R E A L A R M D R A W I N G S T O B E F U R N I S H E D A N D I N S T A L L E D B Y W A L M A R T A L A R M S E R V I C E S . 17 . C O N T R A C T O R T O M A I N T A I N A C C E S S T O A L L E M E R G E N C Y E G R E S S E X I T S D U R I N G C O N S T R U C T I O N O P E R A T I O N S . SP 1 2 A1 . 0 2 AB B R AB AC I AF F AH U AI S C AR C H AS T M AW S BD BF F BL BL D G BO BO S BT M BR G CD CJ CL CL R CM U CO L CO N C CO N S T CO N T DI A DS EA S ED C EI F S EJ EL EL E C EQ ES ET R EW EX T FD N FF FS FT G AB B R E V I A T I O N S DE F I N I T I O N AN C H O R B O L T AM E R I C A N C O N C R E T E I N S T I T U T E AB O V E F I N I S H E D F L O O R AI R H A N D L I N G U N I T AM E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N AR C H I T E C T U R A L AM E R I C A N S O C I E T Y O F T E S T I N G A N D M A T E R I A L S AM E R I C A N W E L D I N G S O C I E T Y BO A R D BE L O W F I N I S H E D F L O O R BL O C K L I N T E L BU I L D I N G BO T T O M O F BO T T O M O F S T E E L O R B O T T O M O F S T U D BO T T O M BE A R I N G CA S H D R A W E R CO N T R O L J O I N T CE N T E R L I N E CL E A R CO N C R E T E M A S O N R Y U N I T CO L U M N CO N C R E T E CO N S T R U C T I O N CO N T I N U O U S DI A M E T E R DO W N S P O U T EM E R G E N C Y A C C E S S S Y S T E M EL E C T R I C A L D I S T R I B U T I O N C E N T E R EX T E R I O R I N S U L A T I O N A N D F I N I S H S Y S T E M EX P A N S I O N J O I N T EL E V A T I O N EL E C T R I C A L EQ U A L EQ U I P M E N T S U P P L I E R EX I S T I N G T O R E M A I N EA C H W A Y EX T E R I O R FO U N D A T I O N FI N I S H E D F L O O R FA R S I D E FO O T I N G G E N E R A L A B B R E V I A T I O N S AB B R FV GA GC GM GR GY P B D H HM R HO R I Z HS A HS S IN F O IS O JB E JS T JT KS I L LB LL H LL V LO N G LV T MA X MD F ME C H MF R MI N MI S C MO MT L NI C NR P NO NS NT S OC OC H OC V OD OH PA F DE F I N I T I O N FI E L D V E R I F Y GA U G E GE N E R A L C O N T R A C T O R GE N E R A L M E R C H A N D I S E GR O C E R Y GY P S U M B O A R D HE I G H T HO M E M E A L R E P L A C E M E N T HO R I Z O N T A L HE A D E D S T U D A N C H O R HO L L O W S T R U C T U R A L S E C T I O N IN F O R M A T I O N IS O L A T I O N JO I S T B E A R I N G E L E V A T I O N JO I S T JO I N T KI P S P E R S Q U A R E I N C H LE N G T H PO U N D S LO N G L E G H O R I Z O N T A L LO N G L E G V E R T I C A L LO N G I T U D I N A L LU X U R Y V I N Y L T I L E MA X I M U M ME D I U M D E N S I T Y F I B E R B O A R D ME C H A N I C A L MA N U F A C T U R E R MI N I M U M MI S C E L L A N E O U S MA S O N R Y O P E N I N G ME T A L NO T I N C O N T R A C T NO N - F I B E R G L A S S R E I N F O R C E D P L A S T I C NU M B E R NE A R S I D E NO T T O S C A L E ON C E N T E R ON C E N T E R H O R I Z O N T A L L Y ON C E N T E R V E R T I C A L L Y OU T S I D E D I A M E T E R OP P O S I T E H A N D PO W D E R A C T U A T E D F A S T E N E R G E N E R A L A B B R E V I A T I O N S AB B R PC F PL A M PL PL F PM E J PT PS F PS I PS PV C QT Y RE F RE I N F RE Q D RE V RI RO RT U SC H E D SD I SI M SJ I SP SP E C S SS ST R U C T& B TH K TO TO C / T C TO F TO G B TO M TO P / T P TO S TR A N S TY P UN O VE R T VT R W WD DE F I N I T I O N PO U N D S P E R C U B I C F O O T PL A S T I C L A M I N A T E PL A T E PO U N D S P E R L I N E A R F O O T PR E M O L D E D E X P A N S I O N J O I N T PR E S S U R E T R E A T E D PO U N D S P E R S Q U A R E F O O T PO U N D S P E R S Q U A R E I N C H PR O T E C T I V E S U R F A C I N G PO L Y V I N Y L C H L O R I D E QU A N T I T Y RE F E R T O RE I N F O R C I N G RE Q U I R E D RE V E R S E RE A C H - I N RO U G H O P E N I N G RO O F T O P U N I T SC H E D U L E ST E E L D E C K I N S T I T U T E SI M I L A R ST E E L J O I S T I N S T I T U T E SP A C E S SP E C I F I C A T I O N S ST A I N L E S S S T E E L ST R U C T U R A L TO P A N D B O T T O M TH I C K N E S S TO P O F TO P O F C O N C R E T E TO P O F F O O T I N G TO P O F G R A D E B E A M TO P O F M A S O N R Y TO P O F P A V I N G TO P O F S T E E L O R T O P O F S T U D TR A N S V E R S E TY P I C A L UN L E S S N O T E D O T H E R W I S E VE R T I C A L VE N T T H R O U G H R O O F WI D T H W O O D G E N E R A L A B B R E V I A T I O N S VI C I N I T Y M A P GO O G L E E A R T H ©2 0 1 9 G O O G L E OC C U P A N C Y M - M E R C A N T I L E ; W H O L E S A L E O R R E T A I L S T O R E ( M A I N U S E ) - S E C T I O N 3 09 . 1 S1 - S T O R A G E A R E A ; M O T O R V EH I C L E S E R V I C E S T A T I O N A N D RE C E I V I N G A N D S T O C K R O O M S ( M I X E D U S E ) - S E C T I O N 3 1 1 . 2 A2 - A S S E M B L Y U S E ; B R E A K R O O M A N D F O O D T E N A N T ( A C C E S S O R Y TO M A I N U S E ) - S E C T I O N 3 0 3 . 1 B - B U S I N E S S ; N O N F O O D T E N A N T ( A C C E S S O R Y T O M A I N U S E ) - S E C T I O N 30 4 . 1 TY P E O F C O N S T R U C T I O N II B U N P R O T E C T E D ( S P R I N K L E R E D ) P E R S E C T I O N 6 0 2 . 2 A N D T A B L E S 6 0 1 A ND 6 0 2 AL L O W A B L E A R E A UN L I M I T E D S E C T I O N 5 0 7 . 2 FI R E P R O T E C T I O N : BU I L D I N G I S E Q U I P P E D T H R O U G H O U T W IT H A N A U T O M A T I C S P R I N K L E R S Y S TE M A N D I S S U R R O U N D E D O N A L L SI D E S B Y 6 0 F E E T M I N I M UM O F P E R M A N E N T O P E N S PA C E A N D C OM P L I E S W IT H S E C T I O N 5 0 7 . 2 . U N L I M I T E D AR E A C R I T E R I A I S A P P L I C A B L E . BU I L D I N G C O D E S U M M A R Y NA M E O F P R O J E C T : R E X B U R G , I D ST R E E T A D D R E S S : 1 4 5 0 N 2 N D EA S T , R E X B U R G , I D 8 3 4 4 0 PR O P O S E D U S E : R E T A I L CO D E S BU I L D I N G C O D E : 2 0 1 5 I N T E R NA T I O N A L B U I L D I N G C O D E ME C H A N I C A L C O D E : 2 0 1 5 I N T E R N A T I O N A L M E C H A N I C A L C O D E PL U M B I N G C O D E : 2 0 1 7 I D A H O P L U M B I N G C O D E EL E C T R I C A L C O D E : 2 0 1 7 N A T I O N A L E L E C T R I C A L C O D E FI R E C O D E : 2 0 1 5 I N T E R N A T I O N A L F I R E C O D E W I T H 2 0 1 3 N F P A 7 2 F I R E A LA R M & S I G N A L I N G CO D E AC C E S S I B I L I T Y C O D E : 2 0 1 7 I C C / A N S I A - 1 1 7 . 1 GE N E R A L S C O P E O F W O R K - A D D C M U E X P A N S I O N 1" = 5 0 ' - 0 " 1 KE Y P L A N SH E E T I N D E X AR C H I T E C T U R A L C1 C O V E R S H E E T SP 1 S I T E P L A N A N D D E M O L I T I O N S I T E P L A N SP 1 . 1 P I C K U P S I T E D E T A I L S A1 . 0 F L O O R P L A N S A N D D E T A I L S A2 . 1 P I C K U P D E T A I L S A2 . 3 S I G N A G E D E T A I L S A N D S C H E D U L E OS 1 O W N E R S U P P L I E D I T E M S ( N O T F O R P E R M I T ) ST R U C T U R A L S0 G E N E R A L S T R U C T U R A L I N F O R M A T I O N S1 F O U N D A T I O N A N D F R A M I N G P L A N S S2 F O U N D A T I O N D E T A I L S S3 R O O F F R A M I N G D E T A I L S S4 G E N E R A L S C H E D U L E S A N D D I A G R A M S FI R E P R O T E C T I O N FP 1 O V E R A L L F I R E S P R I N K L E R P L A N FP 2 E N L A R G E D F I R E S P R I N K L E R P L A N ME C H A N I C A L MP 1 M E C H A N I C A L A ND P L U M B I N G P L A N S MP 2 M E C H A N I C A L A N D P L U M B I NG D E T A I L S A N D S C H E D U L E S EM 1 E N E R G Y M A N A G E M E N T P L A N R1 R E F R I G E R A T I O N P L A N R2 R E F R I G E R A T I O N D E T A I L S R3 R E F R I G E R A T I O N S C H E D U L E S R4 R E F R I G E R A T I O N S U B M I T T A L S EL E C T R I C A L E1 E L E C T R I C A L P L A N E2 E L E C T R I C A L P L A N RA C K I N G S T R U C T U R A L FX S 1 F I X T U R E A N C H O R A G E P L A N D E T A I L S A N D N O T E S CI V I L C1 . S I T E P L A N C2 G R A D I N G P L A N C3 S I T E D E T A I L S SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. PR O T O C Y C L E : PR O T O : DA T E : THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 2 0 / 2 0 1 9 1 1 : 1 5 : 4 2 A M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ c h e l s e y s . r v t C1COVERSHEETCS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19 RE X B U R G , I D 01/15/19 ST O R E N O . : 1 8 7 8 . 2 3 7 STORE NO: 1878.237(LOW CAP)(LOW CAP)01/15/1902/18/19 RO PI C K U P L C PICKUP LC NORTH SG A D E S I G N G R O U P , P . C . 14 3 7 S O U T H B O U L D E R , S U I T E 5 5 0 TU L S A , O K L A H O M A 7 4 1 1 9 . 3 6 0 9 AR C H I T E C T U R A L W A L L A C E E N G I N E E R I N G , S T R U C T U R A L C O N S U L T A N T S , I N C . CA R R I E J . J O H N S O N 20 0 E A S T B R A D Y S T R E E T TU L S A , O K L A H O M A 7 4 1 0 3 ST R U C T U R A L HE N D E R S O N E N G I N E E R S , I N C . SE A N O . E I S L E R 83 4 5 L E N E X A D R I V E , S U I T E 3 0 0 LE N E X A , K A N S A S 6 6 2 1 4 ME C H A N I C A L HE N D E R S O N E N G I N E E R S , I N C . JA S O N P . W O L L U M 83 4 5 L E N E X A D R I V E , S U I T E 3 0 0 LE N E X A , K A N S A S 6 6 2 1 4 EL E C T R I C A L W A L L A C E E N G I N E E R I N G , S T R U C T U R A L C O N S U L T A N T S , I N C . CA R R I E J . J O H N S O N 20 0 E A S T B R A D Y S T R E E T TU L S A , O K L A H O M A 7 4 1 0 3 RA C K I N G S T R U C T U R A L CA R L S O N C O N S U L T I N G E N G I N E E R S , I N C DE A N L . C A R L S O N 70 6 8 L E D G E S T O N E C O M M O N S BA R T L E T T , T E N N E S S E E 3 8 1 3 3 CI V I L HE N D E R S O N E N G I N E E R S , I N C . CH R I S T O P H E R J . C U L P 83 4 5 L E N E X A D R I V E , S U I T E 3 0 0 LE N E X A , K A N S A S 6 6 2 1 4 FI R E P R O T E C T I O N ISSUE BLOCK 1 A D D # 1 0 3 / 1 9 / 1 9 1 03/20/2019 AR C H I T E C T U R A L F I N I S H F L O O R = 1 0 0 . 0 0 ' NO T E : FI N I S H F L O O R E L E V A T I O N A T A L L E X T E R I O R DO O R S = 1 0 0 . 0 0 ' UN L E S S N O T E D O T H E R W I S E RE F E R T O S P E C S E C T I O N 0 1 5 0 0 F O R DE T A I L S A N D R E Q U I R E M E N T S F O R ST O R M W A T E R P O L L U T I O N C O N T R O L S A N D SI T E S T O R A G E O F M A T E R I A L S A N D EQ U I P M E N T . D E V I A T I O N ( S ) F R O M D E T A I L S SH O W N M U S T B E S U B M I T T E D F O R AP P R O V A L I N A C C O R D A N C E W I T H S P E C SE C T I O N 0 1 3 3 0 . NO T E : TH I S I M A G E I S F R O M T H E L A T E S T G O O G L E MA P S . I N F O R M A T I O N I S A S S U M E D E X I S T I N G CO N D I T I O N S A T T H E P R O J E C T S I T E . T H E AR C H I T E C T O F R E C O R D H A S N O T V I S I T E D TH E S I T E T O C O N F I R M A N D C A N N O T B E HE L D R E S P O N S I B L E F O R T H E A C C U R A C Y OF T H E C O N D I T I O N S I L L U S T R A T E D . SP 1 2 GO O G L E E A R T H ©2 0 1 9 G O O G L E SIGNAGE NOTES 1. REF SP1.1 FOR POLE DETAILS AND SIGNAGE DETAILSSIGNAGE GENERAL NOTES 1. BUILDING SIGNAGE FURNISHED BY WALMART, INSTALLED BY OTHERS. SITE DIRECTIONAL PLACARDS FURNISHED BY WALMART, INSTALLED BY G.C.; POLE FURNISHED AND INST ALLED BY G.C. PAVEMENT PAINT FURNISHED AND INSTALLED BY G .C.2. GENERAL CONTRACTOR RESPONSIBILITIES:A. REMOVE EXISTING BUILDING SIGNAGE AS INDICATED.B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTIO N, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION.C. NOT USED. D. NOT USED.E. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE.F. NOT USED.G. FOR SPECIAL PROJECTS, WHEN REQUIRED BY AHJ, G.C. IS RESPONSIBLE TO ACQUIRE SEPARATE PERMIT(S) FOR INSTALLATION OF SITE SIGNS. FOR REM PROJECTS, FOLLOW REM SIGN STANDARDS FOR PERMITS AND INSTALLATION.H. NOT USED. 3. S I G N A G E C O N T R A C T O R R E S P O N S I B I L I T I E S : A. N O T U S E D . B. N O T U S E D . C. INSTALL SIGNAGE PER DETAILS ON SP1.1 AND A2.3. PI C K U P D O O R NE W D O O R FO R E N L A R G E D FL O O R P L A N - RE F 2 A1 . 0 ST R I P I N G - RE F 3 SP 1 . 1 GC T O S E A L C O A T S T R I P I N G PE R S P E C S E C T I O N 0 2 7 8 7 . EX I S T I N G ST R I P I N G ST R I P I N G - RE F 3 S P 1 . 1 1 2 ' - 0 " SP 1 . 1 2 SP 1 . 1 1 TY P O F 1 RE L O C A T E D FI R E H Y D R A N T RE F C I V I L NE W C U R B S A N D LA N D S C A P E D AR E A R E F C I V I L NE W R A M P RE F C I V I L F . V . 3 3 ' - 3 " F . V . 1 0 ' - 2 " SE A L C O A T E X T E N T S 36 ' - 1 1 " F . V . 25 ' - 0 " NE W S T R I P I N G A R E A PA I N T E D S A F E T Y Y E L L O W 4" W I D E A T 4 5 ° @ 2 ' -0" O . C . F . V . 6 ' - 1 1 " S E A L C O A T E X T E N T S E X T E N T S S E A L C O A T SE A L C O A T E X T E N T S 20 ' - 0 " RE N U M B E R E X I S T I N G PA R K I N G S T A L L PL A C A R D S S O S T A L L AR E I N A C C E N D I N G OR D E R S T A R T I N G FR O M S T A L L C L O S E S T TO T H E P I C K U P D O O R RE L O C A T E D P I C K U P PA R K I N G S T A L L S I G N EXISTING STRIPING TO REMAINEXISTING STRIPING,SHOWN DASHED, TO BE REMOVED, TYPEXISTING STOOP AND SIDEWALK,SHOWN DASHED, TO BE REMOVED, TYP EXISTING STRIPING TO REMAINEXISTING STRIPING SHOWN DASHED, TO BE REMOVED, TYPSAW CUT EXTENTS EXISTING CURBS TO BE REMOVEDEXISTING TREES AND PLANTS IN DEMO AREA TO BE RELOCATED RELOCATE PICKUP PARKING STALL SIGNAGEEXISTING FIRE HYDRANT TO BE RELOCATED EXISTING LIGHT POLE TO REMAIN SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 6 / 2 0 1 9 2 : 2 7 : 4 9 P M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n a e . r v t SP1SITE PLAN AND DEMOLITION SITE PLANCS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237(LOW CAP)01/15/19ROPICKUP LC 1" = 5 0 ' - 0 " 3 SI T E P L A N NO R T H NO R T H 1/ 1 6 " = 1 ' - 0 " 2 EN L A R G E D S I T E P L A N 1/16" = 1'-0"1 ENLARGED DEMO SITE PLAN NORTHISSUE BLOCK 03/07/2019 TYPICAL PARKING SIGNAGE IN CURBED ISLAND SE E R E M O V A B L E SQ U A R E T U B E PO S T BE G I N NU M B E R I N G A T ST A L L C L O S E S T TO T H E P I C K U P DO O R 30 0 0 P . S . I . P . C . CO N C R E T E B A S E SL O P E T O P OF C O N C R E T E GR O U N D S U R F A C E 1' - 0"2' - 0"6' - 2"BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 3000 P.S.I. P.C.CONCRETE BASESLOPE TOP OF CONCRETE GROUND SURFACE 2' - 0"6' - 2"SIDE VIEW FR O N T V I E W SEE REMOVABLE SQUARE TUBE POST 1' - 0" 1' - 0 " 1' - 0"NOTES:1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 SERRATED FLANGED NUT PLAN VIEW PARTIAL ELEVATION REMOVABLE SQUARE TUBE POSTGROUND SURFACE2. GALVANIZED SQUARE TUBE POST TUBES - 2 " X 2 " X 3 / 1 6 " 1 2 g a POST TUBES GALVANIZED AS PER ASTM A653 GRADE 90 ANCHOR TUBE - 2 " X 2 " X 3 / 1 6 " 1 2 g a HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM OF 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. FA C E O F C U R B PI C K U P P A R K I N G S I G N A G E . WA L M A R T F U R N I S H E D , CO N T A C T O R I N S T A L L E D . C E N T E R ON P A R K I N G S T A L L . RE F S I T E P L A N B A S E D E T A I L S PA R K I N G S T A L L G R A P H I C CE N T E R E D B E T W E E N S T R I P E S AT E N T R A N C E T O P A R K I N G ST A L L . , T Y P PI C K U P L A N E S T R I P I N G . PA I N T , T Y P . P1 2 6 2 ' - 0 " M I N 2 ' - 6 " TY P 12 ' - 0 " - RE F 4 SP 1 . 1 TY P 2' - 0 " TY P 10 ' - 0 " 2 0 ' - 0 " PA I N T E D S A F E T Y YE L L O W 6" T Y P 6 " T Y P 5 ' - 0 " TY P 2' - 0 " TR A F F I C W H I T E Pa r k i n g S t a l l G r a p h i c 8 4 " x 2 4 " 7' - 0 " 2 ' - 0 " P1 0 1 P1 2 6 G. C . T O O R D E R S I G N ST E N C I L S F R O M JO N A T H O N T H O M P S O N AT O U T L I N E I N D U S T R I E S OR C A L L 1 . 8 0 0 . S T E N C I L S FINISH LEGEND P101 GUSTO GOLD SW #6904P5OSHA STANDARD "SAFETY YELLOW"P126 KNOCKOUT ORANGE SW #6885 SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 6 / 2 0 1 9 2 : 2 7 : 5 0 P M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n a e . r v t SP1.1PICKUP SITE DETAILSCS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237(LOW CAP)01/15/19ROPICKUP LC ISSUE BLOCK 1/ 2 " = 1 ' - 0 " 1 PA R K I N G S I G N M O U N T I N G A N D B A S E 1/ 4 " = 1 ' - 0 " 2 PI C K U P P A R K I N G S T A L L D E T A I L 3/ 8 " = 1 ' - 0 " 3 AS S O C I A T E P A T H 1/ 2 " = 1 ' - 0 " 4 PI C K U P P A V E M E N T M A R K I N G 03/07/2019 OGP2 D6 OGP2 D6 OGP2 D6 OGP2 D6 OGP2 D6 OGP2 D9 OGP2 D6 OGP2 D6 PICK CART P I C K C A R T P I C K C A R T P I C K C A R T P I C K C A R T OGP2 D6OGP2D6OGP2D6OGP2D6OGP2D6OGP2D6OGP2D6 DO O R S C H E D U L E N O T E S 32 PR E F I N I S H E D D O O R A N D H A R D W A R E F U R N I S H E D A N D IN S T A L L E D B Y V E N D O R . 33 DO O R A N D H A R D W A R E F U R N I S H E D B Y V E N D O R , IN S T A L L E D A N D P A I N T E D B Y G . C . MA T E R I A L K E Y HM - S T L HO L L O W M E T A L - S T E E L TE M P E R E D TE M P NO T E T O G . C . : G. C . S H A L L EN S U R E T H A T CA R D R E A D E R PL A C E M E N T D O E S NO T I N T E R F E R E WI T H E X I S T I N G TA C T I L E E X I T SI G N A G E . R E F TA C T I L E S I G N A G E CH A R T O N T H I S SH E E T . CA R D R E A D E R , P R I M A R Y L O C A T I O N CA R D R E A D E R , A L T E R N A T E L O C A T I O N NO T E : WH E N T H E A S S O C I A T E ' S P A T H O F T R A V E L F O L L O W S T H E BL A C K A R R O W , U S E T H E P R I M A R Y C A R D R E A D E R L O C A T I O N . WH E N T H E A S S O C I A T E ' S P A T H O F T R A V E L F O L L O W S T H E DA S H E D A R R O W , R E T R O F I T T H E D A S H E D D O O R , A N D IN S T A L L T H E C A R D R E A D E R S I N T H E A L T E R N A T E L O C A T I O N S AS S H O W N . SI N G L E H M D O O R C A R D R E A D E R P L A C E M E N T N. T . S . NO T E : TH E I N T E R I O R A N D E X T E R I O R C A R D R E A D E R S H O U L D BE P L A C E D O N T H E S T R I K E S I D E O F T H E D O O R . DO U B L E H M D O O R C A R D R E A D E R P L A C E M E N T N. T . S . DO O R C A R D R E A D E R PL A C E M E N T FLUSHF AU T O M A T I C SLIDINGA2SLIDE3' - 6" MO T I O N D E T E C T O R TY P , I N T E R I O R O N L Y MU N T I N B A R 2" C R A S H B A R S A T 6" A N D 2 4 " T Y P 10 " B O T T O M ST I L E S T Y P AS S O C I A T E C A R D RE A D E R , E X T E R I O R O N L Y 4 2" 4 " HO L L O W M E T A L 4" 2" TA C T I L E S I G N A G E TA C T I L E E X I T S I G N L E G E N D TA C T I L E S I G N R E Q U I R E M E N T S 1. A T A C T I L E S I G N S T A T I N G " E X I T " A N D C O M P L Y I N G W I T H A N S I A 1 1 7 . 1 S H A L L B E P R O V I D E D A D J A C E N T T O E A C H D O O R T O A N E X I T P A S S A G E W A Y A N D T H E EX I T D I S C H A R G E . R E F D O O R S C H E D U L E F O R L O C A T I O N S . 2. F O R C H A R A C T E R W I D T H , T H E U P P E R C A S E L E T T E R " O " S H AL L B E U S E D T O D E T E R M I N E T H E A L L O W A B L E W I D T H O F A L L C H A R A C T E R S O F A F O N T . T H E WI D T H O F T H E U P P E R C A S E L E T T E R " O " O F T H E F O N T S H A L L B E 5 5 P E R C E N T M I N I M U M A N D 1 1 0 P E R C E N T M A X I M U M O F T HE H E I G H T O F T H E U P P E R C A S E "I " O F T H E F O N T . C H A R A C T E R H E I G H T M E A S U R E D F R O M T H E B A S E L I N E O F T H E C H A R A C T E R S H A L L B E 5 / 8 " ( 1 6 M M ) M I NI M U M A N D 2 I N C H E S ( 5 1 M M ) MA X I M U M B A S E D O N T H E H E I G H T O F T H E U P P E R C A S E L E T T E R " I " . 3. C H A R A C T E R S A N D S Y M B O L S S H A L L C O N T R A S T W I T H T H E I R B A C K G R O U N D 4. C H A R A C T E R S S H A L L C O N F O R M T O T H E F O L L O W I N G : A. L E T T E R S A N D N U M B E R S O N S I G N S S H A L L B E R A I S E D 1 / 3 2" M I N I M U M A N D S H A L L B E S A N S - S E R I F U P P E R C A S E C H A R A C TE R S A C C O M P A N I E D B Y CO N T R A C T E D G R A D E 2 B R A I L L E B. R A I S E D C H A R A C T E R S O R S Y M B O L S S H A L L B E A M I N I M U M OF 5 / 8 " H I G H A N D A M A X I M U M O F 2 " 5. C O N T R A C T E D G R A D E 2 B R A I L L E S H A L L B E U S E D . D O T S SH A L L B E 0 . 0 9 0 " ( 2 . 3 M M ) T O 0 . 1 0 0 " ( 2 . 5 M M ) O N C E N T ER I N E A C H C E L L W I T H 0 . 2 4 1 " ( 6 . 1 M M ) T O 0. 3 0 0 " ( 7 . 6 M M ) S P A C E B E T W E E N C E L L S . D O T S S H A L L B E R A I S E D A M I N I M U M O F 0 . 0 2 5 " ( 0 . 6 M M ) T O 0 . 0 3 7 " ( 0 . 9 M M ) A B O V E T H E B A C K G R O U N D . 6. S I G N S S H A L L B E I N S T A L L E D O N T H E W A L L A D J A C E N T T O T H E L A T C H S I D E O F T H E D O O R . W H E R E T H E R E I S N O W A L L S P A C E O N T H E L A T C H S I D E , IN C L U D I N G D O U B L E L E A F D O O R S , S I G N S S H A L L B E P L A C E D ON T H E N E A R E S T A D J A C E N T W A L L , P R E F E R A B L Y O N T H E R I G HT . M O U N T I N G H E I G H T S H A L L BE L O C A T E D 4 8 I N C H E S ( 1 2 2 0 M M ) M I N I M U M A B O V E T H E F I NI S H F L O O R O R G R O U N D S U R F A C E , M E A S U R E D F R O M T H E B A S E O F T H E L O W E S T T A C T I L E CH A R A C T E R A N D 6 0 I N C H E S ( 1 5 2 5 M M ) M A X I M U M A B O V E T H E F I N I S H F L O O R O R G R O U N D S U R F A C E , M E A S U R E D F R O M T H E BA S E L I N E O F T H E H I G H E S T TA C T I L E C H A R A C T E R . W H E R E A T A C T I L E S I G N I S P R O V I D E D A T A D O O R , T H E S I G N S H A L L B E L O C A T E D A L O N G S I D E T H E D O O R A T T H E L A T C H S I D E . WH E R E A T A C T I L E S I G N I S P R O V I D E D A T D O U B L E D O O R S W I TH O N E A C T I V E L E A F , T H E S I G N S H A L L B E L O C A T E D O N T H E I N A C T I V E L E A F . W H E R E A TA C T I L E S I G N I S P R O V I D E D A T D O U B L E D O O R S W I T H T W O A CT I V E L E A F S , T H E S I G N S H A L L B E L O C A T E D T O T H E R I G H T O F T H E R I G H T H A N D D O O R . WH E R E T H E R E I S N O W A L L S P A C E A T T H E L A T C H S I D E O F A S I N G L E D O O R O R A T T H E R I G H T S I D E O F D O U B L E D O O R S , SI G N S S H A L L B E L O C A T E D O N TH E N E A R E S T A D J A C E N T W A L L . S I G N S C O N T A I N I N G T A C T I L E C H A R A C T E R S S H A L L B E L O C A T E D S O T H A T A C L E A R F L O O R S P A C E O F 1 8 I N C H E S ( 4 5 5 MM ) M I N I M U M B Y 1 8 I N C H E S ( 4 5 5 M M ) M I N I M U M , C E N T E R E D O N T H E T A C T I L E C H A R A C T E R S , I S P R O V I D E D B E Y O N D T H E AR C O F A N Y D O O R S W I N G BE T W E E N T H E C L O S E D P O S I T I O N A N D 4 5 D E G R E E O P E N P O S I TI O N . E X C E P T I O N : S I G N S W I T H T A C T I L E C H A R A C T E R S S H AL L B E P E R M I T T E D O N T H E PU S H S I D E O F D O O R S W I T H C L O S E R S A N D W I T H O U T H O L D - O P EN D E V I C E S . RE F : T A C T I L E S I G N R E Q U I R E M E N T S A N D D I M E N S I O N S AB O V E F O R A C C E S S I B L E S I G N A G E P L A C E M E N T WA L L T Y P SI N G L E D O O R T Y P TA C T I L E E X I T S I G N T Y P WA L L T Y P DO U B L E D O O R T Y P BU I L D I N G CO L U M N ME R C H A N D I S E RA C K S WA L L SI G N S C O N T A I N I N G T A C T I L E CH A R A C T E R S S H A L L B E LO C A T E D S O T H A T T H E R E I S AN 1 8 " C L E A R F L O O R A R E A CE N T E R E D O N T H E T A C T I L E CH A R A C T E R S TA C T I L E E X I T S I G N T Y P KE Y N O T E SI G N A G E 9" 4 8 " M I N 6 0 " M A X 1 ' - 6 " M I N 1' - 6 " M I N EX I T EX I T NO T A E X I T AC C E S S I B L E E X I T SI G N A G E KE Y N O T E SI G N A G E KE Y N O T E NO T A E X I T AC C E S S I B L E E X I T E E1 E2 SI G N A G E L E G E N D RE F N O T E 3 5 ' - 0 " R E F N O T E 3 D O O R SI G N 1. R E Q U I R E D A C C E S S I B L E E L E M E N T S S H A L L B E I D E N T I F I E D B Y T H E I N T E R N A T I O N A L S Y M B O L O F AC C E S S I B I L I T Y A T T H E F O L L O W I N G L O C A T I O N S A. A C C E S S I B L E E N T R A N C E S W H E R E N O T A L L E N T R A N C E S A R E A C C E S S I B L E B. A C C E S S I B L E R O O M S W H E R E M U L T I P L E S I N G L E - U S E R T O I L ET S A R E C L U S T E R E D A T A S I N G L E LO C A T I O N C. A C C E S S I B L E C H E C K - O U T A I S L E S W H E R E N O T A L L A I S L E S A R E A C C E S S I B L E . T H E S I G N , WH E R E P R O V I D E D , S H A L L B E A B O V E T H E C H E C K - O U T A I S L E IN T H E S A M E L O C A T I O N A S T H E CH E C K - O U T A I S L E N U M B E R O R T Y P E O F C H E C K - O U T I D E N T I F IC A T I O N D. A C C E S S I B L E U N I S E X T O I L E T A N D B A T H I N G R O O M S E. A C C E S S I B L E D R E S S I N G , F I T T I N G A N D L O C K E R R O O M S W H ER E N O T A L L S U C H R O O M S A R E AC C E S S I B L E 2. D I R E C T I O N A L S I G N A G E I N D I C A T I N G T H E R O U T E T O T H E NE A R E S T L I K E A C C E S S I B L E E L E M E N T S H A L L BE P R O V I D E D A T T H E F O L L O W I N G L O C A T I O N S . T H E S E D I R E CT I O N A L S I G N S S H A L L I N C L U D E T H E IN T E R N A T I O N A L S Y M B O L O F A C C E S S I B I L I T Y A. A T E A C H S E P A R A T E - S E X T O I L E T I N D I C A T I N G T H E L O C A TI O N O F T H E N E A R E S T U N I S E X TO I L E T 3. T A C T I L E S I G N A G E S H A L L B E L O C A T E D 4 8 I N C H E S ( 1 2 2 0 M M ) M I N I M U M A B O V E T H E F I N I S H F L O O R O R GR O U N D S U R F A C E , M E A S U R E D F R O M T H E B A S E O F T H E L O W E S T T A C T I L E C H A R A C T E R A N D 6 0 IN C H E S ( 1 5 2 5 M M ) M A X I M U M A B O V E T H E F I N I S H F L O O R O R GR O U N D S U R F A C E , M E A S U R E D F R O M TH E B A S E L I N E O F T H E H I G H E S T T A C T I L E C H A R A C T E R . W H E R E A T A C T I L E S I G N I S P R O V I D E D A T A DO O R , T H E S I G N S H A L L B E L O C A T E D A L O N G S I D E T H E D O O R AT T H E L A T C H S I D E . W H E R E A T A C T I L E SI G N I S P R O V I D E D A T D O U B L E D O O R S W I T H O N E A C T I V E L E AF , T H E S I G N S H A L L B E L O C A T E D O N TH E I N A C T I V E L E A F . W H E R E A T A C T I L E S I G N I S P R O V I D E D A T D O U B L E D O O R S W I T H T W O A C T I V E LE A F S , T H E S I G N S H A L L B E L O C A T E D T O T H E R I G H T O F T H E R I G H T H A N D D O O R . W H E R E T H E R E I S NO W A L L S P A C E A T T H E L A T C H S I D E O F A S I N G L E D O O R O R A T T H E R I G H T S I D E O F D O U B L E D O O R S , SI G N S S H A L L B E L O C A T E D O N T H E N E A R E S T A D J A C E N T W A L L . S I G N S C O N T A I N I N G T A C T I L E CH A R A C T E R S S H A L L B E L O C A T E D S O T H A T A C L E A R F L O O R S PA C E O F 1 8 I N C H E S ( 4 5 5 M M ) M I N I M U M BY 1 8 I N C H E S ( 4 5 5 M M ) M I N I M U M , C E N T E R E D O N T H E T A C T IL E C H A R A C T E R S , I S P R O V I D E D B E Y O N D TH E A R C O F A N Y D O O R S W I N G B E T W E E N T H E C L O S E D P O S I T I ON A N D 4 5 D E G R E E O P E N P O S I T I O N . EX C E P T I O N : S I G N S W I T H T A C T I L E C H A R A C T E R S S H A L L B E P ER M I T T E D O N T H E P U S H S I D E O F DO O R S W I T H C L O S E R S A N D W I T H O U T H O L D - O P E N D E V I C E S . 4. C H A R A C T E R A N D S Y M B O L S O F S I G N S S H A L L B E I N C O N T R AS T W I T H T H E I R B A C K G R O U N D A N D SH A L L B E E G G S H E L L , M A T T E , O R O T H E R N O N - G L A R E M A T E R I AL O R F I N I S H E S A C C E S S I B L E S I G N A G E SH A L L U S E C O N T R A C T E D G R A D E 2 B R A I L L E A N D M U S T C O M P L Y W I T H A N S I A 1 1 7 . 1 S E C T I O N 7 0 3 . 4 FF 0.9 0. 5 X. 1 X. 2 X. 3 EX I T A C C E S S KE E P C L E A R INSECT CONTROL UNITELECTRICALPANEL. REF ELECTRICAL 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " 2 0 ' - 8 " 6 ' - 8 " 4 2 ' - 8 " 7' - 0 " 7' - 0 " 6' - 0"4" WIDE DIAGONAL PAINTED ACCESS STRIPING @ 24"O.C. WITH 12" HIGH "EXIT" ACCESS KEEP CLEAR" SIGNCONCRETEFLUSH W/ F.F.NEW RACKS,REF FXS SHEETS, TYP NEW LOCATION OF RACK BEAMS AND UPRIGHT FRAMES PER FXS SHEETS.REF SHEET NOTES NEW RACKS,REF FXS SHEETS, TYP 94 8 A 94 8 B PI C K U P ST O R A G E 94 8 PICK CARTS, TYPOGP DOLLIES, TYPOGP DOLLIES, TYP 5 A1 . 0 20 ' - 0 " 1' - 2 " 18 ' - 4 " 6" 8 - A1 . 0 7 - A1 . 0 6 - A 1 . 0 2' - 6"100'-0"FF 5. 0 2 5. 0 2 5. 0 2 5. 0 2 5. 0 2 5. 0 2 RE F C I V I L RE F C I V I L RE F C I V I L RE F C I V I L RE F C I V I L 12 A1.0 M E R C H A N D I S E R R D 3 0 3 2 . 0 4 5 M E R C H A N D I S E R R D 3 0 3 3 . 1 4 5 M E R C H A N D I S E R R D 3 0 3 2 . 0 4 5 M E R C H A N D I S E R R D 3 0 3 2 . 0 4 5 M E R C H A N D I S E R R D 3 0 3 3 . 1 4 5 4 - A 1 . 0 IN S E C T C O N T R O L U N I T LE G E N D FI N A L N U M B E R O F U N I T S R E C E I V E D I S D E T E R M I N E D B Y T H E WA L M A R T F O O D S A F E T Y & H E A L T H P E S T M A N A G E M E N T A N D PE S T E L I M I N A T I O N S E R V I C E S P R O V I D E R 1. A L L U N I T S T O B E I N S T A L L E D B Y T H E P E S T E L I M I N A T I O N SE R V I C E S P R O V I D E R 2. U N I T S A R E N O T T O B E I N S T A L L E D A B O V E A N Y F O O D SE R V I C E / P R E P E Q U I P M E N T 3. U N I T S A R E T O B E I N S T A L L E D ( I N D I C A T E D W I T H B R O W N RE C E P T A C L E S A N D C O V E R S ) A S I N S T R U C T E D W I T H I N T H E CO N S T R U C T I O N D O C U M E N T S . R E F E R E N C E A R C H I T E C T U R A L AN D E L E C T R I C A L D R A W I N G S F O R P R O P E R L O C A T I O N NO T E S : TY P E TO T A L D FI N I S H L E G E N D P1 2 6 U KN O C K O U T O R A N G E S W # 6 8 8 5 ( U R E T H A N E ) DEMOLISH PORTION OF EXISTING PARKING LOT PAVING AND SIDEWALK AS REQUIRED FOR CONSTRUCTION OF NEW CONCRETE SLAB REMOVE EXISTING DOORS AND HARDWARE20' - 0"70' - 0"PROVIDE CONSTRUCTION FENCING AS REQUIRED TO SECURE WORK AREAREMOVE EXISTING EXTERIOR PILASTERS, -REF 4 A 1 . 0 0. 9 0. 5 X. 1 X. 2 X. 3 5 A1 . 0 2' - 6 " PA R A P E T L A D D E R . RE F S P E C S E C T I O N 05 5 1 6 . G C F U R N I S H E D AN D I N S T A L L E D 2' - 2 " 2' - 8 " 8' - 5 " 2' - 0 " 4' - 1 0 " WA L L S C U P P E R 10 A2 . 1 10 A2 . 1 SI M IN S T A L L T A P E R E D IN S U L A T E D C R I C K E T - RE F 1 3 A 2 . 1 R O O F S L O P E 9 A2 . 1 TY P O F 3 S I D E S 8 A2 . 1 TY P O F 4 S I D E S SH E E T M E T A L D O O R HO O D P A I N T E D T O MA T C H A D J A C E N T FI N I S H E S - RE F 1 2 A 2 . 1 IN S T A L L T A P E R E D IN S U L A T I O N C R I C K E T ON U P -SL O P E S I D E OF A L L N E W R T U ' S AN D E Q U I P M E N T , T Y P - RE F 1 3 A 2 . 1 ME C H E Q U I P M E N T CO O R D I N A T E RE Q U I R E M E N T S WI T H M E P , R E F M E P IN S T A L L W A L K W A Y PA D A R O U N D A L L NE W R T U ' S A N D EQ U I P M E N T - RE F 1 1 A 2 . 1 RO O F P E N E T R A T I O N - RE F 2 1 A 2 . 1 1 ' - 4 " 1 5 ' - 1 1 " 8" 3' - 1 1 " 12 A1 . 0 12 X 1 2 D O W N S P O U T 2' -0" W I D E M A S O N R Y PO C K E T RE F E L E V A T I O N S 7' - 9 " 1 2 ' - 0 " 3 ' - 0 " RC U ' S R E F ME P , S T R U C , - RE F 2 3 A 2 . 1 2' - 0 " 10 " 3' - 4 " 10 " 0.9 0.5 7.04 100'-0"FF EL116'-8"TOM116'-11 1/2"TO COPING 114'-8"TOW 1' - 0"1' - 0"SHEET METAL DOOR HOOD PAINTED TO MATCH ADJACENT FINISHES. -REF 12 A 2 . 1 CMU CONTROL JOINT, TYP REF STRUCTURAL, -REF 5 A 2 . 1 PARAPET LADDER REF SPECS SECTION 05516. GC FURNISHED AND INSTALLED PAINT PARAPET CAP TO MATCH EXISTING BUILDING PARAPET CAP COLOR 4.09 P126U EXISTING BUILDING WALL10"3' - 4"10"14' - 8" X. 1 X. 2 X. 3 5 A1 . 0 10 0 ' - 0 " FF E L 11 6 ' - 8 " TO M 11 6 ' - 1 1 1 / 2 " TO C O P I N G PA R A P E T L A D D E R , RE F S P E C S E C T I O N 05 5 2 6 , G C F U R N I S H E D AN D I N S T A L L E D PA I N T P A R A P E T C A P T O MA T C H E X I S T I N G B U I L D I N G PA R A P E T C A P C O L O R CM U C O N T R O L J O I N T , T Y P RE F S T R U C T U R A L , - RE F 5 A 2 . 1 SH E E T M E T A L D O O R HO O D P A I N T E D T O MA T C H A D J A C E N T FI N I S H E S - RE F 1 2 A 2 . 1 7. 0 4 4. 0 9 5. 0 2 5. 0 2 5. 0 2 5. 0 2 RE F C I V I L RE F C I V I L RE F C I V I L PA I N T T O M A T C H EX I S T I N G A D J A C E N T BU I L D I N G 10 4 ' - 0 " PA I N T TR A N S I T I O N 4. 0 9 P1 2 6 U 4. 0 9 P1 2 6 U PA I N T D O O R T O M A T C H E X I S T I N G AD J A C E N T B U I L D I N G C O L O R RE F C I V I L A2 . 1 22 0. 9 0. 5 2'-8" WIDE X 1'-0"HIGH RELIEF SCUPPER OPENING 2' -0" W I D E X 1 ' -0" HI G H S C U P P E R OP E N I N G -REF 7 A 2 . 1 - RE F 7 A 2 . 1 EX I S T I N G B U I L D I N G WA L L CO N D U C T O R H E A D AN D D O W N S P O U T - RE F 6 A 2 . 1 CMU CONTROL JOINT,TYP REF STRUCTURAL,-REF 5 A 2 . 1 PA I N T P A R A P E T C A P T O MA T C H E X I S T I N G B U I L D I N G PA R A P E T C A P C O L O R 7. 0 4 116'-8"TOM116'-11 1/2"TO COPING 100'-0"FF EL4.09 P126U ME T A L 1 2 X 1 2 DO W N S P O U T P A I N T TO M A T C H E X I S T I N G AD J A C E N T B U I L D I N G 1 4 ' - 0 " 2' - 0 " 0. 9 0. 5 RO O F T O P U N I T RE F M E P A2 . 1 8 A2 . 1 9 A2 . 1 14 10 0 ' - 0 " FF E L 11 6 ' - 8 " TO M 11 6 ' - 1 1 1 / 2 " TO C O P I N G SC U P P E R S BE Y O N D EX I S T I N G BU I L D I N G WA L L SHEET NOTES 1. ALL CONCRETE STOOPS SLOPE 1:48 (2%) AWAY FROM BUILDING. SLOPE SURROUNDING GRADE 1:20 (5%) MAXIMUM TO MEET FLUSH WITH FRONT AND SIDE EDGES OF EACH CONCRETE STOOP 2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED WITH SEALANT. REF SPECIFICATIONS 3. REF CIVIL AND MEP FOR LOCATION OF GREASE INTERCEPTOR 4. ALL EXIT SIGNS AND EMERGENCY LIGHT ARE SHOWN ON SHEET E1 AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS.5. PROVIDE 30"X48" CLEAR AND LEVEL FLOOR SPACE AT EACH FIRE EXTINGUISHER LOCATION. ALL CONTROLS SHALL BE 48" MAXIMUM AFF.6. REF ELEC FOR ALL EXIT SIGNS AND EMERGENCY LIGHT, AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS.7. PROVIDE 30"X48" CLEAR AND LEVEL FLOOR SPACE AT EACH FIRE EXTINGUISHER LOCATION. ALL CONTROLS SHALL BE 48" MAXIMUM AFF.8. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE LOCATIONS 9. NOT USED 10. GUTTERS, DOWNSPOUTS , HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO.11. GRIND SPLIT FACE CMU SMOOTH AT ANY BRACKET ATTACHMENTS.12. MAINTAIN 8" MIN FROM TOP OF ROOF MEMEBRANE TO TOP OF CURB AT CRICKETS FOR TYPICAL ROOF PENETRATION DETAIL.13. LOCATIONS OF RTU'S, AND AHU'S ARE APPROXIMATE, CONTRACTOR MAY ADJUST LOCATIONS SO EDGES OF CURB FALL WITHIN 3" OF JOIST PANEL POINTS. IF CURB CANNOT BE ADJUSTED SO BOTH CURB EDGES ARE WITHIN 3" OF JOIST PANEL POINTS, ADD REINFORCING PER STRUC TO JOIST WHERE CURB EDGE/EDGES ARE MORE THAN 3" FROM JOINT PANEL POINT. REF STRUCTURAL.1. COORDINATE QUANTITY AND LOCATION OF FIRE EXTINGUISHERS REQUIRED WITH AHJ.GENERAL NOTES DEMOLITION NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. IF DISCREPANCIES ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER.2. WHEN UTILITIES ARE REMOVED CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR.3. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REF SPECIFICATIONS.4. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WALMART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION. REFER TO BUILDING ELEVATIONS.5. NOTES INDICATING DEMOLTION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.REMOVE AREA OF DEMOLITIONLEGENDNEWEXISTING CMU WALL 5. F I N I S H E S F O R O W N E R S U P P L I E D E Q U I P M E N T A R E S P E C I FI E D P E R B I D A L I G N M E N T B E T W E E N O W N E R A N D O E M . EQ U I P M E N T N O T E S AB B R E V I A T I O N K E Y ES GC WM EQ U I P M E N T S U P P L I E R GE N E R A L C O N T R A C T O R WA L M A R T RC RE F R I G E R A T I O N C O N T R A C T O R , R E F S P E C 1 5 6 0 0 A. A L L E Q U I P M E N T I S S U P P L I E D B Y O W N E R , I N S T A L L E D B Y T H E G E N E R A L C O N T R A C T O R , G E N E R A L C O N T R A C T O R T O M A K E FI N A L U T I L I T Y C O N N E C T I O N S , U N L E S S O T H E R W I S E N O T E D . GE N E R A L E Q U I P M E N T N O T E S B. R E F E R E N C E S P E C I F I C A T I O N S F O R R E F R I G E R A T E D A N D H O T D I S P L A Y C A S E S F O R S U P P L I E D B Y , I N S T A L L E D B Y , A N D FINAL CO N N E C T B Y . C. R E F E R E N C E S P E C A P P E N D I X A F O R M A N U F A C T U R E R A N D M OD E L N U M B E R S N O T L I S T E D I N E Q U I P M E N T L E G E N D S . DO O R H A R D W A R E 94 8 B P I C K U P S T O R A G E H M , S I N G L E ( N O N -PR O T O ) 3 E A H -7 C O N T I N U O U S H I N G E 1 E A L -5 S T O R E R O O M L O C K 1 E A C -9 C L O S E R 1 E A K -3 A R M O R P L A T E 3 E A M -8 S I L E N C E R S EX I S T I N G A R C H I T E C T U R A L M A S O N R Y TO B E R E M O V E D , P A T C H A N Y D A M A G E FR O M A N C H O R A G E I N W A L L O R PE N E T R A T I N G E X T E R I O R F I N I S H E D MA T E R I A L A N D P A I N T T O M A T C H EX I S T I N G S U R R O U N D I N G W A L L A2 . 1 22 1/ 2 " P E R 1 ' -0" S L O P E EX I S T I N G S C U P P E R S W I T H NE W C O N D U C T O R H E A D DO W N S P O U T 1 2 " X 1 2 " MO D E X T E R I O R N O T SH O W N F O R C L A R I T Y - RE F 6 A 1 . 0 SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 7 / 2 0 1 9 1 0 : 5 0 : 3 4 A M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n a e . r v t A1.0FLOORPLANS AND DETAILSCS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237(LOW CAP)01/15/19ROPICKUP LC DO O R A N D F R A M E S C H E D U L E DE T A I L R E F E R E N C E S A R E T O S H E E T A 1 . 0 / A 2 . 1 U N O MA R K R O O M N A M E DO O R FR A M E FIRE RATING (MINIMUM)NOTES TY P E M A T E R I A L C O L O R Q T Y NO M I N A L S I Z E TY P E M A T E R I A L C O L O R DE T A I L WI D T H H E I G H T G L A S S HE A D J A M B T H R E S H O L D 94 8 A P I C K U P S T O R A G E A 2 A L U M - - - 1 7 ' - 0 " 8 ' - 2 " T E M P - - - A L UM - - - 1 5 - A 2 . 1 1 6 - A 2 . 1 1 7 - A 2 . 1 - - - 3 2 94 8 B P I C K U P S T O R A G E F H M - S T L R E F 6 - A 1 . 0 1 3 ' - 0 " 7 ' - 0 " - -- 4 H M - S T L R E F 6 - A 1 . 0 1 8 - A 2 . 1 1 9 - A 2 . 1 2 0 - A 2 . 1 - - - 3 3 1/ 4 " = 1 ' - 0 " 9 DO O R C A R D R E A D E R P L A C E M E N T 3/ 1 6 " = 1 ' - 0 " 10 DO O R T Y P E S 3/ 1 6 " = 1 ' - 0 " 11 FR A M E T Y P E S 1/ 8 " = 1 ' - 0 " 2 FL O O R P L A N D 1 1/8" = 1'-0"1 DEMO FLOOR PLAN 1/ 8 " = 1 ' - 0 " 3 RO O F P L A N 3/16" = 1'-0"7 FRONT ELEVATION - C M U 3/ 1 6 " = 1 ' - 0 " 6 SI D E E L E V A T I O N - C M U 3/ 1 6 " = 1 ' - 0 " 8 RE A R E L E V A T I O N - C M U 3/ 1 6 " = 1 ' - 0 " 5 SE C T I O N A T C M U RE F R I G E R A T E D A N D H O T C A S E S C H E D U L E FS E N O . Q T Y CA S E L E N G T H O R DO O R N O DE S C R I P T I O N M A N U F A C T U R E R M O D E L N O T E S KE Y N O T E S 4. 0 9 SM O O T H F A C E C M U . 5. 0 2 PA I N T E D 6 " P I P E B O L L A R D - T R A F F I C Y E L L O W 7. 0 4 ME T A L F A S C I A C O V E R ISSUE BLOCK 1 P R 3/ 1 6 " = 1 ' - 0 " 4 PA R T I A L L E F T D E M O E L E V A T I O N 1/ 8 " = 1 ' - 0 " 12 MO D S E C T I O N A T D O W N S P O U T RD 3 0 3 2 . 0 4 5 12 RD 3 0 3 2 . 0 4 5 RD 3 0 3 3 . 1 4 5 RD 3 0 3 3 . 1 4 5 1 1 8 F T 12 F T 3D R 4D R RE A C H - I N ( F R E N C H D O O R S ) RE A C H - I N ( F R E N C H D O O R S ) RE A C H - I N RE A C H - I N HUSSMANN HUSSMANN HUSSMANN HUSSMANNISDD5SUISDD5SURFL RFL555 5 03/07/2019 FINISH LEGEND P5 OSHA STANDARD SAFETY YELLOW P131 WHITE FLOUR SW #7102 SHEET NOTES 1. ALL EQUIPMENT SHOWN DASHED TO BE FURNISHED BY WALMART UNO. 2. ALL STEEL RACKS TO BE FURNISHED BY WALMART AND ANCHORED BY CONTRACTOR. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING REQUIREMENTS. 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL BOLT HOLES AND SPALLS RESULTING FROM FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL IN NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK GROUT. 4. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS. 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO MATCH THE CONSTRUCTION AND FINISHES OF ADJACENT EXISTING WALLS. 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE. 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS, SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION. 8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD PREPARE AS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT. B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS. C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS. 9. RELOCATION AND SETUP OF GONDOLA AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE PERFORMED BY G.C. 10. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE PERFORMED BY G.C. 11. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS UNO. 12. LOCATE ALL RACKS LESS THAN 44" DEEP 3" FROM ALL WALLS AND COLUMNS UNO. 13. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS WITH WAINSCOT. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE TO BE INSTALLED. 6" 8" + / - TY P 1' - 0 " 1" 6' - 9 " 2' - 10" 2' - 1" 3 1 / 2 " 6" 100'-0" FF EL JBE REF STRUCT 4" SQ. PLATE WITH SLEEVE ANCHOR INTO CONCRETE 1/2"Ø THRU-WALL ANCHORS W/ WASHER & 2"x2"x1/4" STEEL BACKING PLATES, TYP EXPANDED METAL IN (1'-3" WIDE x 6'-2" HIGH) 1"x1"x3/16" ANGLE FRAME NOTES: 1. ALL WALL ANCHORS SHALL BE ZINC ALLOY 2. ALL STEEL FOR LADDER TO HAVE GRAY PRIMER. PAINT LADDER 3. INSTALL JOINT SEALANT OVER 1/2" EXP JOINT FILLER AT ALL EXTERIOR WALL/PAVEMENT JOINTS AND AT ALL CUTS AND HOLES THROUGH PAVEMENT. 4. GATE HARDWARE: "BEST 21B772T" 5. FIELD VERIFY ALL DIMENSIONS 6. GENERAL CONTRACTOR TO PROVIDE A LOCK BOX AT EACH LADDER LOCATION (2). COORDINATE TYPE OF BOX AND LOCATION WITH FIRE DEPARTMENT OFFICIAL. REF TO SPECS. P5 1/2"Ø THRU-WALL ANCHORS W/ WASHER & 2"x2"x1/4" STEEL BACKING PLATES, TYP 3"x3"x1/4" ANGLE FRAME 1 1/4"x3/16" STANDARD BAR GRATE 4"x4"x3/8" ANGLE SPREAD BARS AT THIS POINT 1/2" BENT REBAR HANDLE 2 A2.1 4 A2.1 4 5 .0 0 ° 114'-8" TOM 116'-8" TOM 4' - 0 " 7' - 4 " 3' - 8 " 2' - 0 " 4' - 0 " 17 ' - 5 " 1' - 8 " 1' - 8"1' - 6" 3/8" 4 1 / 2 " 3 1 / 2 " SECURITY GATE EXPANDED METAL IN (1'-9" WIDE x 6'-2" HIGH) 1"x1"x3/16" ANGLE FRAME EXPANDED METAL 1"x1"x3/16" ANGLE FRAME VERTICAL LEG TURNED UP HEAVY-DUTY HASP LOCK @ 48" ABOVE FINISH GRADE HEAVY DUTY HINGE (3) 5/8" DIA HOLES, TYP SEE DETAIL 4/A2.1 FOR CONNECTION BAR 3/8"x3" EXPANDED METAL IN 1"x1"x3/16" ANGLE FRAME 1"x1"x3/16" ANGLE FRAME 3/16 3 SIDES 9.88°40.12° 1' - 6 1/4" INSIDE 1' - 5 3/4" CLEAR 1' - 7 3/4" 3/8" 3' - 2 1/4" 7" 7" 3' - 0 " C L E A R I N S I D E 1' - 6 3 / 8 " 1' - 6 3 / 8 " BAR 1/8"x2" TYP BAR 3/16"x3" 2' - 2 " 2' - 1" 2' - 3 " 12" ABOVE LAST LADDER RUNG (4) 1/2" BENT REBAR HANDLE (BOTH SIDES OF LADDER)GAP 1/2" 1 1/4"x3/16" STANDARD BAR GRATE SET IN 3"x3"x1/4" ANGLE FRAME BAR 3/16"x3" 3/8" 3" 3/4"Ø BAR 3/14"Ø GRIND SMOOTH CO R R E C T D E P T H VE R I F Y W I T H SE A L A N T M F R F O R SEALANT TOOLED SMOOTH BACKER ROD DIAMETER = 1.5xW TYPICAL JOINT SEALANT DETAIL B A W C O R R E C T D E P T H V E R I F Y W I T H S E A L A N T M F R F O R BACKER ROD AND SEALANT CMU CONTROL JOINT LOCATED ON STRUCTURAL DRAWINGS PREFORMED CONTROL JOINT FILLER 1 " 2" 9 " WALL OPENING 22 GA GALV CONDUCTOR HEAD DOWNSPOUT 12"X12" 12" DEEP HEAD CONTINUOUS SEALANT AROUND METAL FLASHING CLIP 4 " 5"5" 2"REF ROOF PLAN 2" 2 " 1 '-0 " 2 " CONT SEALANT AROUND SHEET METAL FLASHING WALL OPENING SEAL EDGE OF FLASHING COUNTER FLASHING REF SPECS FULLY ADHERED WATERPROOFING MEMBRANE HEAT WELD OR ADHESIVE ATTACH TO ROOF 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC EDGE SEALANT AS REQUIRED BY MANUFACTURER WATERPROOFING MEMBRANE FASTENER AND PLATE F .V . 8 " M I N 2 1 /2 " 1 1 /2 " EXISTING WALL WHERE OCCURS AT SILL TREATED 2x WOOD NAILER EXTEND MEMBRANE OVER NAILER AND SECURE FASCIA COVER GALVANIZED FORM RAIL FASTENER THROUGH 9/32"x 3/8" SLOT @ 12" OC MIN RECOMMENDED FASTER #12x 1 1/2" HOT DIPPED GALV SCREWS W/ RUBBER SEAL WASHER 1/4"x4" MASONRY SCREW ANCHOR AT 12" OC STAGGERED WATERPROOFING MEMBRANE NON-CURING SEALANT SLOPE 1/4" PER 1'-0" EXTERIOR WALL 5 " SEALANT LINTEL REF STRUCCONT SEALANT AROUND PERIMETER FULLY ADHERED WATERPROOFING MEMBRANE GALVANIZED SHEET METAL CLIP AT FACE OF WALL AROUND PERIMETER OF OPENING 20 GA GALVANIZED SHEET METAL SCUPPER IN FULL BED OF SEALANT PAINT TO MATCH ADJ WALL TYP CONDITION GALVANIZED ANCHORS WITH NEOPRENE WASHERS AT 6"OC CONT SEALANT GALVANIZED SHEET METAL POP RIVET AND SOLDER ALL AROUNDEXTEND SCUPPER PAST WALL 1 1/2" MIN MEMBRANE FLASHING 3 " GROUT COURSE BELOW SCUPPER SOLID 113' - 10 1/4" BOM AT SCUPPER 112' - 10 1/4" TOM AT SCUPPER 7 - A1 . 2 1 /2 " 2" HIGH RAMPS/ STOP AT SIM CONDITION S I M2" RTU PROVIDE CRICKET AT ALL MECHANICAL EQUIPMENT, RTUS, ETC. INSTALL TAPERED INSULATION TO ACHIEVE MIN 1/4" PER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. CUT WALKWAY PAD SECTIONS AT 10' MAX LENGTH. REF MFR FOR ADDITIONAL INFORMATION FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION PROVIDE SINGLE ROW ON ACCESS SIDE OF UNIT AS SHOWN. VERIFY LOCATION IN FIELD C U R B 8 " F R O M TY P CONTINUOUS TOOLED SEALANT BEAD AT PERIMETER OF HOOD 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS 2"x2" DRAIN TROUGH PROVIDE 18 GAUGE HOOD STIFFENER AT 2'-10" OC MAX. PROVIDE (3) 3/16" x 1 1/4" TAPCON ANCHORS PER STIFFENER.3/16" x 1 1/4" TAPCON ANCHORS. LOCATE 3" FROM EA CORNER AND 12" OC BETWEEN 1 '-0 " 1 '-0 " M A S O N R Y O P E N I N G 1' -3" 8' -6" AF F 8" 2" 3" U N O U N O ROOF CURB OUTLINE CONSTRUCT CRICKET OF TAPERED ROOF INSULATION SLOPE 1/2" PER FOOT UNO S LOPE RO O F S L O P E ANGLE WHERE REQUIRED REF STRUC FASTENER AND PLATE INSULATION MANUFACTURED METAL CURB INSULATION ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB RTU EXTERIOR INTERIOR CONT SEALANT AUTOMATIC SLIDING DOOR HEAD ASSEMBLY MASONRY LINTEL NOTE: FOR REFERENCE ONLY, NIC 1" 1/4" SHIM WALL CONDITION REF SECTION CL BREAKAWAY DOOR PIVOT GLAZING ALUMINUM SLIDING DOOR FRAME ALUMINUM FRAME SEALANT BOTH SIDES ANCHORS PER MANUFACTURER NOTE: FOR REFERENCE ONLY, NIC FR A M E 1 /4 " M I N ALUMINUM FRAME BEYOND AUTOMATIC SLIDING DOOR COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND GLAZING CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND EXTERIOR INTERIOR NOTE: FOR REFERENCE ONLY, NIC 1" EXTERIOR SEALANT EACH SIDE GROUT FILL HEAD WEATHERSTRIP DOOR AND FRAME REF DOOR SCHEDULE DRIP CAP AT EXTERIOR DOOR ONLY CONT SEALANT EXISTING FULLY GROUTED CMU REF STRUCT FOR PARTITION TYPE REF PLANS EXTERIOR GYPSUM BOARD AND J MOLD SET IN CONSTRUCTION ADHESIVE DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB CONT SEALANT EACH SIDE 4"x4"x1" STYROFOAM BLOCK. MASTIC IN PLACE AT 3'-3" AFF TO CENTER OF BLOCK, EXTERIOR DOORS ONLY DOOR AND FRAME REF DOOR SCHEDULE WEATHERSTRIP REF PLAN FOR PARTITION TYPES EXISTING CMU-REF PLAN AND ELEVATIONS GROUT FILL GROUT FILL JAMB WEATHERSTRIPPING HOLLOW METAL DOOR DOOR BOTTOM WEATHERSTRIPPING THRESHOLD SET IN FULL BED MASTIC #10 MACHINE SCREWS WITH EXPANSION SHIELDS CONT SEALANT AT ALL EDGES OF THRESHOLD INTERIOREXTERIOR VIEW PLAN 11 " EXIST JOIST 3"x3"x1/4" ANGLE PIPE STRAPS TYP EACH PIPE OR CONDUIT ROOF SYSTEM AND STEEL DECKING GALVANIZED METAL CAP W/ HOOD AT PIPE PENETRATIONS 10 " 2" MANUFACTURED CURB SLOPE 1/4" PER FT. TAPER HOOD VERTICAL PIPING AND CONDUIT TO BE ATTACHED TO ANGLE. REFER TO PIPING/CONDUIT SUPPORT DRAWINGS FOR CLAMP REQUIREMENTS. 3"x3"x1/4" ANGLE. WELD TO TOP CHORD OF JOIST WITH 1/8"x2" FILLET WELD TYP. BOTH ENDS 2" INSULATION BOARD #12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 8" OC FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR INSULATION (TYP) FASTENER AND PLATE OPENING FOR REFRIGERATION LINES AND CONDUIT. COORDINATE LOCATION W/ REFRIGERATION EQUIPMENT. INSULATED REFRIGERATION LINES AND CONDUIT MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO CURB BATT INSULATION TO REFRIGERATION EQUIPMENT REF REFRIGERATION DRAWINGS FOR SIZE OF PIPES CONTINUOUS SEALANT ALL SIDES AND PENETRATIONS PERIMETER TYP INSTALL UPPER PLATE TO OVERLAP BOTTOM PLATE ON EXTERIOR SIDE WITH 1" MIN PLATE OVERLAP PLAN VIEW OPENING FOR REFRIGERATION LINES AND CONDUIT PAINT TO MATCH ADJACENT STRUCTURE MAINTAIN 1/2" CLEARANCE FROM PIPE AND INSULATION BOARD INSULATION BOARD PLATE TO OVERLAP CURB 1" MIN INSTALLATION NOTES: 1. THE ROOF PENETRATION CURB, HOOD AND CLOSURE PLATES ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 2. ALL HOOD PENETRATIONS SHALL BE THROUGH THE VERTICAL CLOSURE PLATES ONLY. PIPING AND CONDUIT SHALL BE INSTALLED BY THE TRADE CONTRACTORS WITH THE PIPE AND CONDUIT CENTERLINES 5" ABOVE THE TOP OF THE ROOF CURB WITH A MINIMUM OF 1" BETWEEN THE PIPE AND CONDUIT EXTERNAL SURFACE 3. THE GENERAL CONTRACTOR SHALL CUT AND INSTALL THE VERTICAL CLOSURE PLATES AFTER ALL PIPING AND CONDUITS ARE INSTALLED AND SEAL ALL PENETRATIONS AS NOTED IN THE DETAIL AND PROVIDE CONTINUOUS SEALANT AT THE PERIMETER JOINT BETWEEN THE CLOSURE PLATES AND HOOD AND CURB AND WHERE THE CLOSURE PLATES OVERLAP. REF SEALANT SPECIFICATION. EXPANDING FOAM SEALANT SHALL NOT BE USED WHERE SEALANT IS EXPOSED TO THE EXTERIOR. 4. EXTEND EXTERIOR REFRIGERANT AND WATER LINE EXTERNAL PVC INSULATION JACKET 1" INSIDE HOOD METAL CLOSURE PLATES. 12" CLEAR 2" 1 2 " M I N 5" 1/8" 2" 1/8" 2" CLEAR INSIDE OPENING REF PLAN 2 PIECE GALVANIZED METAL VERTICAL CLOSURE PLATES, INSTALLED BY GC. FIELD CUT TO FIT AROUND CONDUIT AND PIPE INSULATION (1/8" MAX. GAP BETWEEN PIPE/CONDUIT AND PLATE), FASTEN TO HOOD AND CURB WITH SHEET METAL SCREWS W/NEOPRENE WASHERS 4 EA SIDE AND 6" OC TOP AND BOTTOM 1 " 2" 9 " WALL OPENING 22 GA GALV CONDUCTOR HEAD DOWNSPOUT 12"X12" 12" DEEP HEAD CONTINUOUS SEALANT AROUND METAL FLASHING CLIP 4 " 5"5" EXISTING INSULATION FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB NEOPRENE TAPE GASKET ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR RCU FASTENER AND PLATE INSULATION MANUFACTURED METAL CURB INFILL MTL DECK AND INSULATION AS REQ'D TO MATCH EXISTING. REF STRUCTURAL STEEL ANGLE REF STRUCTURAL (TYP) SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: CO N S U L T A N T S ST I P U L A T I O N F O R R E U S E PR O T O : JO B N U M B E R : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3/ 6 / 2 0 1 9 2 : 2 7 : 3 2 P M D: \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n ae . r v t A2.1 PICKUP DETAILS CS/AE RE X B U R G , I D 18 5 9 2 1 7 0 RE X B U R G , I D 02 / 1 8 / 1 9 02/18/19 ST O R E N O : 1 8 7 8 . 2 3 7 (L O W C A P ) 01/15/19 RO PICKUP LC 3/4" = 1'-0"1 LADDER WALL SECTION 3/4" = 1'-0"3 ROOF LADDER SECTION 3/4" = 1'-0"2 ROOF LADDER SECTION 3" = 1'-0"4 ROOF LADDER DETAIL 1 1/2" = 1'-0"5 CONTROL JOINT 3/4" = 1'-0"6 CONDUCTOR HEAD 1 1/2" = 1'-0"7 SCUPPER WALL ELEVATION 1 1/2" = 1'-0"8 FLASHING SECTION 3" = 1'-0"9 PARAPET CAP FLASHING 1 1/2" = 1'-0"10 THROUGH WALL SCUPPER 1/8" = 1'-0"11 PAD LAYOUT 1/2" = 1'-0"12 DOOR HOOD 1/2" = 1'-0"13 CRICKET 1 1/2" = 1'-0"14 ROOFTOP UNIT ISSUE BLOCK 1 1/2" = 1'-0"15 HEAD 1 1/2" = 1'-0"16 JAMB 3" = 1'-0"17 THRESHOLD 1 1/2" = 1'-0"18 HEAD 1 1/2" = 1'-0"19 JAMB 3" = 1'-0"20 THRESHOLD 1" = 1'-0"21 REFRIGERATION LINE ROOF PENETRATION 3/4" = 1'-0"22 CONDUCTOR HEAD ELEVATION 1 1/2" = 1'-0"23 ROOF TOP UNIT 03/07/2019 Tectonic C o p y r i g h t 2 0 0 7 Tectonic C o p y r i g h t 2 0 0 7 Tectonic C o p y r i g h t 2 0 0 7 Tectonic C o p y r i g h t 2 0 0 7 A1 . 0 6 SI G N A G E L O C A T I O N FR O N T S I G N A G E Wa l m a r t Sp a r k Ma r k e t Ho m e & P h a r m a c y < P h a r m a c y D r i v e - T h r u Ou t d o o r L i v i n g Au t o C e n t e r > Wa l m a r t P i c k u p Sp a r k TO T A L F R O N T S I G N A G E SI D E S I G N A G E Wa l m a r t ( R e m o v e d ) Sp a r k ( R e m o v e d ) Ph a r m a c y D r i v e - T h r u Au t o C e n t e r TO T A L S I D E S I G N A G E RE A R S I G N A G E Wa l m a r t Sp a r k TO T A L R E A R S I G N A G E TO T A L E X I S T I N G B U I L D I N G S I G N A G E QTY 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1COLORWHITEYELLOWWHITEWHITEWHITEWHITEWHITEWHITEYELLOWWHITEYELLOWWHITEWHITEWHITE YELLOWSIZE7'-5"10'-10"2'-6"2'-6"2'-0"2'-6"2'-0"2'-6"4'-4 1/4"7'-5"10'-10"1'-6"2'- 0 " 7'-5"10'-10"555.80 SF 28.17 SF 97.66 SF 74.66 SF 77.17 SF 34.55 SF 66.76 SF 555.80 SF 39.90 SF 31.51 SF 555.80 SF555.80 SF 28.17 SF 97.66 SF 74.66 SF 77.17 SF 34.55 SF 66.76 SF 934.77 SF 555.80 SF 79.80 SF 31.51 SF 667.11 SF 555.80 SF 555.80 SF 2157.68 SFLIGHTEDLEDLEDN/A N/A N/A N/A N/A LED LED LED LED N/A N/A LED LED EX I S T I N G S I G N A G E S C H E D U L E INDIVIDUAL AREATOTAL AREASIGNAGE GENERAL NOTES 1. BUILDING SIGNAGE FURNISHED BY WALMART, INSTALLED BY OTHERS. SITE DIRECTIONAL PLACARDS FURNISHED BY WALMART, INSTALLED BY G.C.; POLE FURNISHED AND INST ALLED BY G.C. PAVEMENT PAINT FURNISHED AND INSTALLED BY G .C.2. GENERAL CONTRACTOR RESPONSIBILITIES:A. REMOVE EXISTING BUILDING SIGNAGE AS INDICATED.B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTIO N, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION.C. NOT USED. D. NOT USED.E. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE.F. NOT USED.G. FOR SPECIAL PROJECTS, WHEN REQUIRED BY AHJ, G.C. IS RESPONSIBLE TO ACQUIRE SEPARATE PERMIT(S) FOR INSTALLATION OF SITE SIGNS. FOR REM PROJECTS, FOLLOW REM SIGN STANDARDS FOR PERMITS AND INSTALLATION.H. NOT USED. 3. S I G N A G E C O N T R A C T O R R E S P O N S I B I L I T I E S : A. N O T U S E D . B. N O T U S E D . C. INSTALL SIGNAGE PER DETAILS ON SP1.1 AND A2.3. EX I S T I N G S I G N A G E T O B E R E M O V E D , PA T C H A N Y D A M A G E F R O M A N C H O R A G E IN W A L L O R P E N E T R A T I N G E X T E R I O R FI N I S H E D M A T E R I A L A N D P A I N T T O MA T C H E X I S T I N G S U R R O U N D I N G W A L L A1 . 0 4 SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 7 / 2 0 1 9 1 0 : 5 0 : 3 7 A M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n a e . r v t A2.3SIGNAGEDETAILS AND SCHEDULECS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237(LOW CAP)01/15/19ROPICKUP LC 1" = 2 0 ' - 0 " 3 FR O N T E L E V A T I O N 1" = 2 0 ' - 0 " 4 RI G H T E L E V A T I O N 1" = 2 0 ' - 0 " 5 RE A R E L E V A T I O N 1" = 2 0 ' - 0 " 2 LE F T E L E V A T I O N 1" = 2 0 ' - 0 " 1 LE F T D E M O E L E V A T I O N ISSUE BLOCK 03/07/2019 SH E E T N O T E S 1. T H E Q U A N T I T I E S ( C O U N T ) O F I T E M S PU R C H A S E D B Y O W N E R A S S C H E D U L E D O N TH I S " O W N E R S U P P L I E D M A T E R I A L S A N D I T E M S " SC H E D U L E S , M A Y N O T A C C U R A T E L Y RE P R E S E N T T H E A C T U A L Q U A N T I T Y R E Q U I R E D TO C O M P L E T E T H E S C O P E O F W O R K I N C L U D E D IN T H E C O N T R A C T D O C U M E N T S . A C T U A L QU A N T I T Y ( C O U N T ) O F O W N E R S U P P L I E D I T E M S SH A L L B E D E T E R M I N E D T H R O U G H A TH O R O U G H R E V I E W A N D A C C O U N T I N G O F T H E CO N T R A C T D R A W I N G S . 2. R E F E R E N C E A P P E N D I X A I N T H E SP E C I F I C A T I O N S T O D E T E R M I N E W H O I S RE S P O N S I B L E F O R T H E I N S T A L L A T I O N O F OW N E R F U R N I S H E D P R O D U C T S . SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.THIS SHEET IS INCLUDED FOR INFORMATIONAL PURPOSES ONLY AND IS NOT TO BE SIGNEDTHE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP.THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSE OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 3 / 6 / 2 0 1 9 2 : 2 7 : 4 3 P M D : \ R e v i t 2 0 1 8 \ T e m p F i l e s \ 1 8 7 8 _ C M U _ M O D _ E N H _ L C _ V 1 8 _ a n n a e . r v t OS1OWNERSUPPLIEDITEMS (NOT FOR PERMIT)CS/AEREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237(LOW CAP)01/15/19ROPICKUP LCOWNER SUPPLIED ITEMS W D S N U M B E R C O U N T D E S C R I P T I O N M O D E L V E N D O R VENDOR NUMBER 1 R O O F L A D D E R AC U I T Y B R A N D S L I G H T I N G , I N C . 8 8 ' S T R I P CLX L96 10000LM L/LV FDL MD MVOLT 40K 80CRI WHACUITY BRANDS LIGHTING, INC. 1000041247 2 E X I T S I G N ( S I N G L E F A C E ) R E D : L Q M S W 1 R 120/277 EL N SD90 M6 GREEN: LQM S W 1 G 120/277 EL N SD90 M6ACUITY BRANDS LIGHTING, INC. 1000041247 2 L O W - P O W E R E D B U I L D I N G M O U N T E D E X T E R I O R W S T L E D P 2 50K VF MVOLT DDBXDACUITY BRANDS LIGHTING, INC. D. H . P A C E , I N C 1 E X T E R I O R P I C K U P D O O R D.H. PACE, INC 1000050759 HU S S M A N N C O R P O R A T I O N RD 3 0 3 3 . 1 4 5 2 R E A C H - I N RFL HUSSMANN CORPORATION 1000048208 RD 3 0 3 2 . 0 4 5 3 R E A C H - I N ( F R E N C H D O O R S ) I S D D 5 S U H U S S M A N N C ORPORATION 1000048208 RE X E L 1 E M E R G E N C Y L I G H T EVHC6I R E X E L 1 0 0 0 0 4 6 0 4 7 2 E M E R G E N C Y L I G H T - R E M O T E H E A D S E V 4 I W / E V O R E X E L 1 0 0 0 046047 ST A N L E Y A C C E S S T E C H N O L O G I E S 1 M O D A U T O M A T I C S L I D I N G E X T E R I O R D O O R S T A N L E Y A C C E S S TECHNOLOGIES 1000152469 ISSUE BLOCK D C D B A B OH B A REF SLAB PLAN FF EL REF FDN PLAN TOF EL A B OH B RE F R O O F F R A M I N G P L A N TO B O N D B E A M E L A 8 S4 B A NOTES:1. ALL SIDE LAP SCREWS SHALL BE #10 -16 SELF -DRILLING SCREWS AT EQUAL SPACES. GR I D CL O F J O I S T CL O F J O I S T CL O F J O I S T EN L A R G E D DE T A I L CO N N E C T O R P A T T E R N D I A G R A M ( ) C O N N E C T I O N S A T 6 " O C T O CO N T S T E E L M E M B E R A T A L L WA L L S , J O I S T S , S H E A R CO L L E C T O R H S S , A N D AR O U N D A L L O P E N I N G S (3 6 / 7 P A T T E R N ) DE C K S I D E L A P FA S T E N E R S (* ) R E F S I D E L A P F A S T E N E R S C H E D U L E F O R TY P E O F S I D E L A P S , C O N N E C T O R , A N D NU M B E R O F C O N N E C T O R S R E Q U I R E D BE T W E E N S U P P O R T S CO N N E C T I O N S T O C O N T ST E E L M E M B E R S A T A L L WA L L S , J O I S T S , S H E A R CO L L E C T O R H S S , A N D AR O U N D A L L O P E N I N G S (3 6 / 7 P A T T E R N ) 3' - 0 " M I N TY P 6" EN L A R G E D D E T A I L NO T E : BO N D B E A M S T E E L N O T SH O W N F O R C L A R I T Y CM U C O N T R O L J O I N T RE F F D N P L A N F O R LO C A T I O N RE F 1 -S2 F O R S I Z E A N D DO W E L S R E Q D , T Y P RE F P L A N RE F F R A M I N G D E T A I L S FO R E M B E D S A N D C O N T ST E E L M E M B E R S R E F P L A N GR I D GR I D ( J O I S T B R G W A L L S ) 4 ' - 0 " T O F I R S T E M B E D P L A T E (D E C K B R G W A L L ) 1' - 4 " T O F I R S T E M B E D EM B E D D I M E N S I O N S N O T E D AP P L Y T O I N S I D E O R OU T S I D E B L D G C O R N E R S . 3/ 1 6 SE C T I O N A VA R I E S OF F S E T 5 1 / 2 " L5 x 5 x 5 / 1 6 x 0 ' - 6 " L5 x 3 x 1 / 4 ( L L V ) RE F S P E C I F I C A T I O N S F O R ST R U C T U R A L C U R B CL O F J O I S T 3/ 1 6 3/ 1 6 1/ 8 1 1 / 2 1/ 8 1 1 / 2 AN G L E T O JO I S T 1/ 8 1 1 / 2 1/ 8 1 1 / 2 SE C T I O N B RE F S P E C I F I C A T I O N S F O R ST R U C T U R A L C U R B CL O F J O I S T 1/ 8 1 1 / 2 AT 1 2 " M A X O C AL O N G S U P P O R T AN G L E SE C T I O N C VA R I E S L5 x 3 x 1 / 4 ( L L V ) C R O S S ME M B E R RE F S P E C I F I C A T I O N S F O R ST R U C T U R A L A N D N O N - ST R U C T U R A L C U R B S CL O F J O I S T 1/ 8 1 1 / 2 1/ 8 1 1 / 2 AN G L E T O JO I S T 1/ 8 1 1 / 2 AT 1 2 " M A X O C AL O N G SU P P O R T AN G L E SE C T I O N D CR O S S M E M B E R (N O C R O S S M E M B E R AT S I M ) RE F S P E C I F I C A T I O N S F O R ST R U C T U R A L A N D N O N - ST R U C T U R A L C U R B S 1/ 8 1 1 / 2 AT 1 2 " M A X O C AL O N G S U P P O R T AN G L E * * ( 2 ) 1 / 8 " x 1 1 / 2 " F I L L E T W E L D S A T J O I S T W I T H O U T H E A D E R NO T E S : 1. IN S T A L L S T R U C T U R A L C U R B S , H E A D E R S , A N D FR A M E S A N D W E L D T O S U P P O R T S T E E L B E F O R E DE C K I S P L A C E D . 2. AD J U S T L O C A T I O N O F R T U S O C U R B F A L L S W I T H I N 3 I N C H E S O F J O I S T P A N E L P O I N T S . I F CU R B I S M O R E T H A N 3 I N C H E S F R O M P A N E L PO I N T A D D R E I N F O R C I N G P E R J O I S T RE I N F O R C I N G D E T A I L . ( 3 -S3 ) 3. GE N E R A L C O N T R A C T O R S H A L L C O O R D I N A T E R T U DI M E N S I O N S A N D F R A M I N G L O C A T I O N S W I T H T H E ST E E L F A B R I C A T O R , M E C H A N I C A L A N D E R E C T I O N SU B C O N T R A C T O R S . 4. HE A D E R S A R E R E Q U I R E D F O R S T R U C T U R A L CU R B S W H E N T H E C U R B D O E S N O T S P A N BE T W E E N T W O J O I S T O R T H E C U R B C A N T I L E V E R S MO R E T H A N T W O F E E T O V E R T H E J O I S T . 5. RE F D E T A I L 1 F O R C O N N E C T I O N O F D E C K PA R A L L E L T O C U R B , W H E R E R E Q U I R E D . 6. DO N O T I N S T A L L S T R U C T U R A L C U R B S O N T O P O F DE C K . 7. ST E E L S U P P L I E R T O F U R N I S H S T O C K A N G L E F O R FI E L D F A B R I C A T E D F R A M E S . 8. RE F S P E C S E C T I O N 0 7 7 2 1 A N D M E C H A N I C A L RO O F T O P H V A C U N I T S C H E D U L E S F O R R T U AN C H O R A G E . RT U ST R U C T U R A L C U R B OP E N I N G I N R O O F LA R G E R T H A N 1 0 " x 1 0 " AL L D E T A I L S A N D S E C T I O N S A P P L Y TO R T U S . R E F A R C H F O R R T U PL A C E M E N T O N C U R B GE N E R A L C O N T R A C T O R T O PR O V I D E L 1 1 / 2 x 1 1 / 2 x 1 / 8 WH E R E R E Q U I R E D 1/ 8 1@ 6 1/ 8 1 @ 6 DE T A I L 1 RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R AT T A C H M E N T T Y P E A N D SI Z E . L O C A T E A T 6 " O C RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R AT T A C H M E N T T Y P E A N D SI Z E . L O C A T E A T 6 " O C RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R AT T A C H M E N T T Y P E A N D SI Z E . L O C A T E A T 6 " O C RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R AT T A C H M E N T T Y P E A N D SI Z E . L O C A T E A T 6 " O C RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R AT T A C H M E N T T Y P E A N D SI Z E . L O C A T E A T 6 " O C C L O F J O I S T C L O F J O I S T 1 " T Y P C L O F J O I S T RE F S E C T I O N A F O R IN S T A L L A T I O N O F HE A D E R S A S RE Q U I R E D FI E L D F A B R I C A T E D F R A M E FR O M L 5 x 3 x 1 / 4 ( L L V ) CR O S S M E M B E R R E Q U I R E D AT O P E N I N G S L A R G E R T H A N 10 " x 1 0 " I N C L U D I N G E X H A U S T FA N S A N D R O O F D R A I N S 3/ 1 6 3/ 1 6 TY P CL O F J O I S T CL O F J O I S T L W S I M SECTION A -LINTEL SECTION B -JAMB8" AT OPENING UP TO 2'-8"8" CMUSIZE BARS TO MATCH VERT CMU WALL REINF. PROVIDE 2 BARS EACH CELL FOR LENGTH REQUIRED, TYP GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL HEIGHT OF WALL, TYP NOTES:1. SPLICES IN VERT REINF, REF CMU WALL REINF DIAGRAM.2. BOND BEAM, REF CMU WALL REINF DIAGRAM.3. EXTEND GROUTED LINTEL A MINIMUM OF 2'-0" OR 40 db (WHICHEVER IS GREATER) BEYOND FACE OF OPENING EACH SIDE (EXTE ND BARS THROUGH CONTOL JOINTS OR AROUND CORNERS AS REQUIRED ).4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENINGS, UNO.5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI 90° HOOK.6. ALL VERT BARS AT OPENING JAMBS TO BE FULL HEIGHT.7. WHERE HORIZONTAL REINF IS TERMINATED BY OPENING OR CONTROL JOINT PROVIDE STANDARD ACI HOOK WITH VERT W ALL REINF IN THE END CELL.8. CONTINUE VERT WALL REINF BELOW OPENING. ANCHOR WITH STANDARD ACI 90° HOOK INTO CONTINUOUS FOOTING. AT OPENINGS ABOVE FF EL, ANCHOR VERT REINF INTO BOND B EAM BELOW OPENING WITH STANDARD ACI 90° HOOK.9. PROVIDE (1) #5 AT BOTTOM OF ALL OPENINGS ABOVE FINI SHED FLOOR. EXTEND A MINIMUM OF 2'-1" BEYOND FACE OF OPENING EACH SIDE FOR STRAIGHT REINFORCEMENT AND 1'-4" FOR HOOKED REINFORCEMENT WITH STANDARD ACI HOOK. (EXTEND BAR THROUGH CONTROL JOINTS OR AROUND CORNERS AS REQUIRE D) R E F A R C H O P E N I N G H E I G H T . RE F A R C H OP E N I N G W I D T H SC U P P E R A N D W A L L O P E N I N G S . RE F A R C H OP E N I N G W I D T H R E F A R C H O P E N I N G H E I G H T 2 97615 4 8 3 3 3 3 5 4 1 6 9 8 16" AT OPENING UP TO 7'-0"2 3/4"2 3/4"..(NOMINALD (NOMINAL)W 3 1/2"(NOMINAL)D (NOMINAL)W 3 1/2"REF FDN PLAN AND DETAILS FOR JAMB REINF AT ENTRY DOOR OPENING.(NOMINAL)W(NOMINAL)D 3 1/2" PR O V I D E V E R T W A L L R E I N F I N FI R S T C E L L E A C H S I D E O F CO N T R O L J O I N T S I Z E B A R S T O MA T C H V E R T W A L L R E I N F SC H E D U L E D VE R T C O N T R O L J O I N T S S H A L L TE R M I N A T E A T T O P O F F T G BO N D B E A M W I T H ( 1 ) # 5 C O N T TH R O U G H C O N T R O L J O I N T S . F U L L Y GR O U T E D N O R M A L W E I G H T C M U BE L O W G R A D E M U S T C O U R S E W I T H FI N I S H E D F L O O R BA R P O S I T I O N E R A T 8 " M A X A B O V E TO P O F G R O U T P O U R , T Y P RE F S P E C I F I C A T I O N S E C T I O N 04 2 0 0 F O R R E Q U I R E D GR O U T I N G P R O C E D U R E S HO L D T O P O F E A C H G R O U T P O U R 2 " DO W N B E L O W T O P O F B L O C K T O PR O V I D E K E Y F O R N E X T P O U R , T Y P PR O V I D E B O N D B E A M S AT 4 8 " O C V E R T I C A L L Y BO N D B E A M W I T H ( 1 ) # 5 C O N T TH R O U G H C O N T R O L J O I N T S . F U L L Y GR O U T A L L C E L L S VE R T W A L L R E I N F ; R E F 1 - S 2 . LO C A T E R E I N F C L O F W A L L , U N O W H E N T O P O F W A L L I S O N E B L O C K CO U R S E O R L E S S A B O V E J O I S T BE A R I N G A D D # 3 W I T H A C I S T A N D A R D 18 0 D E G R E E H O O K I N E A C H V E R T R E I N F CE L L , R E F L A P S C H E D U L E BO N D B E A M A T T O P O F W A L L W I T H ( 1 ) # 5 C O N T TH R O U G H C O N T R O L J O I N T S LO C A T E V E R T I C A L C M U W A L L RE I N F O R C I N G I N A D J A C E N T C E L L W H E N IN T E R R U P T E D B Y J O I S T O R B E A M . PR O V I D E L A P S P L I C E P E R L A P S C H E D U L E AB O V E A N D B E L O W J O I S T O R B E A M . RE F S 2 F O R F O U N D A T I O N A N D S3 F O R F R A M I N G I N F O R M A T I O N NO T S H O W N NO T E : DO N O T P L A C E C O N T R O L J O I N T S IN L I N E W I T H B E A M O R J O I S T BE A R I N G L O C A T I O N S , U N O NO T E : CM U , G R O U T A N D J O I N T R E I N F S H A L L B E DI S C O N T I N U O U S A T C O N T R O L J O I N T S D O W N TO T O P O F F O O T I N G O R C O N C S T E M W A L L . BO N D B E A M S S H A L L B E D I S C O N T I N U O U S A T CO N T R O L J O I N T S E X C E P T A T R O O F A N D FL O O R L E V E L S A N D T O P O F W A L L S . R E F F D N AN D R O O F F R A M I N G P L A N S F O R C O N T R O L JO I N T L O C A T I O N S . D O N O T L O C A T E C O N T R O L JO I N T W I T H I N 2 ' -0" O F O P E N I N G S , U N O CO N T R O L J O I N T CO R N E R RE F F O U N D A T I O N A N D R O O F FR A M I N G P L A N F O R L O C A T I O N O F CO N T R O L J O I N T S . P R O V I D E V E R T WA L L R E I N F I N F I R S T C E L L E A C H SI D E O F C O N T R O L J O I N T A N D A T CO R N E R . S I Z E B A R S T O M A T C H VE R T W A L L R E I N F S C H E D U L E D NO T E : W H E R E C O N T R O L J O I N T D O E S N O T OC C U R A T C O R N E R : 1. PR O V I D E A D D I T I O N A L # 5 x 4 ' -0" C O R N E R BA R S A T E A C H B O N D B E A M . L A P R E I N F AS S H O W N . 2. EX T E N D H O R I Z J O I N T R E I N F T O E N D O F WA L L I N B O T H D I R E C T I O N S S O T H A T I T LA P S A T T H E C O R N E R . 3. PR O V I D E V E R T W A L L R E I N F I N T H E CO R N E R C E L L . F O R T Y P L A P L E N G T H R E F L A P S C H E D U L E CO N C R E T E M A S O N R Y U N I T S W I T H A N E T A R E A C O M P R E S S I V E ST R E N G T H O F 2 0 0 0 P S I BO N D B E A M R E I N F O R C I N G S H A L L BE C O N T I N U O U S T H R O U G H CO N T R O L J O I N T S A T F L O O R , R O O F , AN D T O P O F W A L L O N L Y 8" C M U S E C T I O N A 8" N O M LA P B A R S A T B A R PO S I T I O N E R EQ EQ 1 1 / 2 " M A X BA R A T C L 2 ' - 0 " M I N 2' - 0 " M I N ST E P B O N D B E A M S A N D LA P P E R S C H E D U L E GR O U T M A Y B E B E V E L E D O R F O R M E D B U T SH A L L E X T E N D A M I N O F " T " B E Y O N D F A C E OF B A S E P L A T E . " T " = 1 1 / 2 " F O R A N C H O R BO L T D I A U P T O 1 " A N D 2 1 / 2 " F O R A N C H O R BO L T D I A 1 1 / 4 " A N D G R E A T E R . T T T CO L U M N B A S E P L A T E GR O U T P L A C E M E N T NO S C A L E DI A , R E F D E T A I L S F O R E M B E D M E N T R E F D E T A I L S A S R E Q D P R O J E C T I O N TO F O O T I N G OR P E D E S T A L NO T E S : 1. R E F D E T A I L S F O R W I D T H " W " , LE N G T H " L " , A N D T H I C K N E S S " T " . 2. A N C H O R B O L T S W I T H F O R G E D H E A D S ME E T I N G T H E R E Q U I R E M E N T S O F A S T M A3 0 7 M A Y B E S U B S T I T U T E D F O R 3 / 4 " DI A A N C H O R B O L T S . HE A D E D B O L T S M A Y B E SU B S T I T U T E D U N O 1/ 8 TA C K H E A D O R DA M A G E T H R E A D S AN C H O R B O L T D I A G R A M NO S C A L E W 1/ 2 " L 3 1 / 2 " CO L U M N BA S E P L A T E T Y P E 1 NO S C A L E 1/ 4 4 S I D E S 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " FA C E O F EX I S T I N G W A L L W 1 1 / 2 " 1 1 / 2 " L 1 1 / 2 " 1 1 / 2 " CO L U M N BA S E P L A T E T Y P E 2 NO S C A L E 1/ 4 4 S I D E S SP L I C E - VE R T I C A L L E G U P 1/ 4 BA R 3 / 4 " x 2 " x 1 ' - 0 " CE N T E R O N S P L I C E (F y = 5 0 K S I ) CO N T S T E E L M E M B E R 1/ 2 " C H A M F E R NO T E ( S ) : 1. CL O F P L A T E V A R I E S . R E F F R A M I N G PL A N A N D D E T A I L S . 2. PO S I T I O N P L A T E W I T H I N G R O U T E D CO U R S E S . 3. DO N O T P L A C E H S A I N C M U B E D O R HE A D J O I N T S . F O R G R O U T E D C O U R S E S R E F D E T A I L S VE R T I C A L E M B E D P L A C E M E N T DR I L L A 2 1 / 2 " D I A H O L E A T EA C H S T U D I N F A C E S H E L L CE N T E R E D O N H E A D E D S T U D AN C H O R . P O S I T I O N P L A T E BE F O R E G R O U T I N G PLATE 3/8"x10"x0'-10"(4) 1/2" DIA x 5" HSA1 1/2"7"1 1/2"1 1/2"7"1 1/2" SP L I C E -VERTICAL LEG DOWN1/4 BA R 3 / 4 " x 2 " x 1 ' - 0 " CE N T E R O N S P L I C E (F y = 5 0 K S I ) CO N T S T E E L M E M B E R 1/ 2 " C H A M F E R TYPICAL EMBED PLATE NO T E S : 1. CE N T E R L I N E O F E M B E D P L A T E S S H A L L B E A T L E A S T 1 ' -0" A W A Y F R O M C E N T E R O F J O I S T O R B E A M P O C K E T . 2. CE N T E R L I N E O F E M B E D P L A T E S S H A L L B E A T L E A S T 1 ' -4" A W A Y F R O M M A S O N R Y C O N T R O L J O I N T S . EXISTING MTL ROOF DECK TO REMAINATTACH CURB TO CHANNEL WITH #12 TEK SCREWS AT 12" OC, TYP 2 SIDES 1/8 11/8 1 TYP EACH JOISTC6x8.2 CONT INSTALLED OVER EXISTING ROOF DECKCAPPED CURB, REF ARCH & MEP EXISTING JOIST TO REMAINREF 3-S3 FOR JOIST REINFORCING AT CHANNEL LOCATIONS TY P 4" EX I S T I N G J O I S T TO R E M A I N , T Y P CA P P E D C U R B , RE F A R C H & M E P C6 x 8 . 2 C O N T IN S T A L L E D O V E R EX I S T I N G R O O F D E C K EX I S T I N G M T L R O O F DE C K T O R E M A I N CL O F EX I S T I N G J O I S T V E R I F Y F I E L D VE R I F Y FI E L D AT T A C H C U R B T O DE C K I N G W I T H # 1 2 TE K S C R E W S A T 6 " O C EX I S T I N G RO O F D E C K L3 x 3 x 3 / 1 6 , T Y P AT T A C H M E T A L D E C K TO A N G L E W I T H # 1 2 TE K S C R E W S A T 6 " O C NO N -ST R U C T U R A L RO O F C U R B AT T A C H C U R B T O DE C K I N G W I T H # 1 2 TE K S C R E W S A T 6 " O C AT T A C H M E T A L D E C K TO A N G L E W I T H # 1 2 TE K S C R E W S A T 6 " O C L3 x 3 x 3 / 1 6 , T Y P EX I S T I N G RO O F D E C K CL O F J O I S T 3/ 1 6 3/ 1 6 1/ 8 1 1/ 8 1 TY P PL A N V I E W SE C T I O N A SE C T I O N B NO T E : RE F A R C H / M E C H F O R EX A C T L O C A T I O N S O F RO O F P E N E T R A T I O N S . V E R I F Y F I E L D NO T E : AN G L E S U P P O R T F R A M I N G I S R E Q U I R E D AT A L L E X H A U S T F A N S A N D R O O F D R A I N PE N E T R A T I O N S , R E G A R D L E S S O F S I Z E . NO N -ST R U C T U R A L RO O F C U R B EX I S T I N G J O I S T TO P C H O R D 3/ 1 6 3/ 1 6 CL O F EX I S T I N G J O I S T SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3 / 5 / 2 0 1 9 1 1 : 1 6 : 5 8 A M C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ M O D _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t S4GENERALSCHEDULESANDDIAGRAMSREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237LC 01/15/19PMDW/SB NT S 6 RO O F D I A P H R A G M C O N N E C T I O N D I A G R A M A N D S C H E D U L E ROOF DECK FASTENER SCHEDULE (•) DECK TO CONTINUOUS STEEL MEMBER CONNECTOR TYPE (36/7 PATTERN)(*) SIDE LAP CONNECTOR SPACINGSUITABLE BASE MATERIAL THICKNESS RANGE (IN)POWDER ACTUATED HILTI X-ENP-19 ( 4 ) A T ( 5 ) E Q U A L S P A C ES T H I C K E R T H A N 1 / 4 5/8" VISIBLE DIAMETER PUDDLE WELDS ( 4 ) A T ( 5 ) E Q U A L SPACES A L L T H I C K N E S S E S #12-14 SELF DRILLING SCREWS ( 4 ) A T ( 5 ) E Q U A L S P A C E S 1 /8 TO 3/16 INCLUSIVE #12-24 SELF DRILLING SCREWS ( 4 ) A T ( 5 ) E Q U A L S P A C E S 3 /16 TO 1/4 INCLUSIVE AIR ACTUATED PNEUTEK K-66062 ( 4 ) A T ( 5 ) E Q U A L S P A C E S THICKER THAN 9/32 AIR ACTUATED PNEUTEK SDK-63075 ( 4 ) A T ( 5 ) E Q U A L S P A C ES 5 / 3 2 T O 1 / 4 I N C L U S I V E POWDER ACTUATED HILTI X-HSN-24 ( 4 ) A T ( 5 ) E Q U A L S P A C ES 1 / 8 T O 3 / 8 I N C L U S I V E #12-24 SIMPSON STRONG DRIVE XL ( 4 ) A T ( 5 ) E Q U A L S P A C ES 1 / 8 T O 7 / 3 2 I N C L U S I V E #12-24 SIMPSON STRONG DRIVE XL ( 4 ) A T ( 5 ) E Q U A L S P A C ES 1 / 4 T O 3 / 8 I N C L U S I V E AIR ACTUATED PNEUTEK SDK-61075 ( 4 ) A T ( 5 ) E Q U A L S P A C ES 1 / 8 T H I C K N E S S CM U L I N T E L S C H E D U L E WI D T H (W ) CL E A R SP A N DEPTH (D)LINTEL REINFORCEMENT 8" U P T O 2 ' - 8 " 1 ' - 4 " ( 1 ) # 6 B O T T O M 8" U P T O 7 ' - 0 " 2 ' - 0 " ( 1 ) # 6 T & B NT S 5 RT U F R A M I N G S U P P O R T P L A N 3/ 4 " = 1 ' - 0 " 1 TY P I C A L M A S O N R Y W A L L O P E N I N G D I A G R A M A N D S C H E D U L E 3/ 4 " = 1 ' - 0 " 2 CM U W A L L R E I N F O R C I N G D I A G R A M NT S 3 BA S E P L A T E A N D A N C H O R B O L T D I A G R A M NT S 4 WA L L E M B E D A N D S P L I C E D E T A I L S ST R U C T U R A L C U R B S UN I T S I Z E CU R B WI D T H ( W ) PO I N T LO A D RT U 3 3 7 ' - 0 " 4 0 0 L B S RC U 1 , 2 7 ' - 0 " 7 5 L B S 3/4" = 1'-0"7REMOTE CONDENSER ROOF CURB SUPPORT 3/ 4 " = 1 ' - 0 " 8 RE M O T E C O N D E N S E R R O O F CU R B S U P P O R T 1 : 6 9 OP E N I N G I N R O O F L A R G E R T H A N 1 0 " x 1 0 " ISSUE BLOCK REF ROOF FRAMING PLAN TO BOND BEAM ELREF ARCH TOM EL DECK BRG EL VARIES JBE RE F R O O F F R A M I N G P L A N JB E RE F A R C H TO M E L RE F R O O F F R A M I N G P L A N TO B O N D B E A M E L RE F A R C H TO M E L RE F R O O F F R A M I N G P L A N TO B O N D B E A M E L A N D J B E CO N C E N T R A T E D LO A D , R E F N O T E GR E A T E R 3" O R CO N C E N T R A T E D LO A D , R E F N O T E GR E A T E R 3" O R GE N E R A L C O N T R A C T O R T O P R O V I D E A N D I N S T A L L FI E L D S T R U T ( L 2 x 2 x 3 / 1 6 ) E A C H S I D E O F J O I S T A T A L L LO C A T I O N S W H E R E C O N C E N T R A T E D L O A D D O E S N O T OC C U R W I T H I N 3 " O F A P A N E L P O I N T . I N S T A L L A N G L E W I T H O N E E N D A T L O C A T I O N O F L O A D A N D O T H E R E N D AT A P A N E L P O I N T O N T H E O P P O S I T E C H O R D , T Y P TY P E A C H EN D EA C H AN G L E 1/ 8 1 1 / 2 1/ 8 1 1 / 2 TO P C H O R D P A N E L BO T T O M C H O R D P A N E L PR O V I D E J O I S T R E I N F I N A C C O R D A N C E W I T H T H I S D E T A I L FO R A L L C O N C E N T R A T E D L O A D S I N E X C E S S O F 1 0 0 PO U N D S . W H E R E M O R E T H A N O N E C O N C E N T R A T E D L O A D EX I S T S W I T H I N A C H O R D P A N E L A N D T H E S U M O F T H O S E LO A D S E X C E E D S 1 0 0 P O U N D S , P R O V I D E J O I S T RE I N F O R C E M E N T A S D E T A I L E D S U C H T H A T T H E S U M O F T H E LO A D S W I T H I N T H E R E M A I N I N G U N S U P P O R T E D C H O R D LE N G T H D O E S N O T E X C E E D 1 0 0 P O U N D S . L5x3x1/4 (LLH) CONT REF 4-S4 FOR SPLICEREF 1-S2 FOR CMU WALL REINF, TYPGRIDREF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING WELDED X-BRIDGING (NOT REQD AT UPLIFT BRIDGING)3/16 43/16 4 EACH EMBED TYPEMBEDDED PLATE AT 48" OC CENTERED ON VERTICAL LEG OF CONT STEEL MEMBER. REF DETAIL 4-S4 FOR SIZE AND PLACEMENT WITHIN GROUT FILLED CELL. DO NOT PLACE HSA IN CMU HEAD JOINTS BOND BEAM WITH (1) #5 CONT FULLY GROUT 16" ABOVE AND 8" BELOW BOND BEAM BRIDGING AS REQD BY SJI, TYP 1/2" DIA SLEEVE ANCHOR FURNISHED BY CONTRACTOR ANGLE FURNISHED BY JOIST SUPPLIER REQUIRED AT UPLIFT BRIDGING ONLY1/8REF PLAN 5" GR I D RE F R O O F D I A P H R A G M C O N N E C T I O N DI A G R A M A N D S C H E D U L E F O R D E C K AT T A C H M E N T T Y P E , S I Z E A N D S P A C I N G RE F P L A N RE F 1 -S3 F O R IT E M S S H O W N BU T N O T N O T E D . 3/ 1 6 3 3/ 1 6 3 3/ 1 6 3 AN G L E T O JO I S T 8" C M U (E X I S T I N G C M U A T S I M ) 3/ 8 " C A P P L A T E BE A M , R E F P L A N 1 1 / 4 " 1 1 / 4 " T Y P 3 " 3/ 8 " x 4 " x 0 ' - 1 1 1 / 2 " C O N N P L W I T H ( 4 ) 3 / 4 " D I A A 3 2 5 B O L T S 5/ 1 6 5/ 1 6 RE F 5 -S3 F O R C O N T AN G L E A T S I M GR I D BO N D B E A M W I T H ( 1 ) # 5 CO N T F U L L Y G R O U T 16 " A B O V E A N D 8 " BE L O W B O N D B E A M BR G P L 3 / 8 " x 4 " x 0 ' - 1 0 " W I T H (2 ) 1 / 2 " D I A x 5 " H S A 3/ 1 6 TY P E A C H JO I S T 3/ 1 6 4 TY P E A C H EM B E D RE F R O O F D I A P H R A G M CO N N E C T I O N D I A G R A M AN D S C H E D U L E F O R DE C K A T T A C H M E N T T Y P E , SI Z E A N D S P A C I N G 5" J O I S T B E A R I N G 1/ 8 2 1 / 2 1/ 8 2 1 / 2 FO R K S E R I E S JO I S T , U S E 1 / 4 WE L D S F O R L H SE R I E S LO C A T E V E R T I C A L C M U W A L L R E I N F O R C I N G IN A D J A C E N T C E L L W H E N I N T E R R U P T E D B Y JO I S T . P R O V I D E L A P S P L I C E P E R L A P SC H E D U L E A B O V E A N D B E L O W J O I S T 1 1 / 2 " 7 " 1 1 / 2 " 2" 2" PL A N RE F 5 " JO I S T B E A R I N G E L E V A T I O N A N D TO P O F B O N D B E A M M A Y N O T OC C U R A T T H E S A M E E L E V A T I O N . RE F F R A M I N G P L A N F O R J B E A N D BO N D B E A M E L E V A T I O N S . SE C T I O N A T E M B E D 1/ 2 " L5 x 3 x 1 / 4 ( L L H ) C O N T RE F 4 - S 4 F O R S P L I C E RE F 1 - S 2 F O R C M U WA L L R E I N F , T Y P EM B E D D E D P L A T E A T 4 8 " O C C E N T E R E D O N VE R T I C A L L E G O F C O N T S T E E L M E M B E R . R E F DE T A I L 4 - S 4 F O R S I Z E A N D P L A C E M E N T WI T H I N G R O U T F I L L E D C E L L . D O N O T P L A C E HS A I N C M U H E A D J O I N T S L5x3x1/4 (LLH) CONT; ATTACH TO CMU WALL WITH 1/2" DIA THREADED RODS AT 16" OC; DRILL AND EMBED 4 1/2" INTO GROUTED CMU WITH ADHESIVE ANCHOR (REF SPECS)NEW MTL DECK,REF PLANREF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING EXIST CMU WALL TO REMAINPROVIDE 12" MIN GROUT COVER ON ALL SIDES OF ANCHOR; GROUT SHALL BE CURED FOR 7 DAYS PRIOR TO INSTALLING ANCHOR JBEVARIES5" SE C T I O N NO T E : CA U L K A L L A N G L E ED G E S A N D P A I N T O MA T C H . GR I N D C O R N E R S O F C M U A S RE Q U I R E D T O A L L O W B O T H LE G S O F A N G L E T O B E TI G H T A G A I N S T C M U L4 x 4 x 5 / 1 6 , M I T E R CO R N E R S R E F A R C H NO T E : 1. C O N T R A C T O R S H A L L F I E L D L O C A T E A L L V E R T I C A L WA L L R E I N F O R C E M E N T P R I O R T O C U T T I N G W A L L . P E R OR I G I N A L C O N S T R U C T I O N D O C U M E N T S E X I S T I N G RE I N F O R C E M E N T S H O U L D B E ( 1 ) # 6 B A R A T 2 4 " O C . TH E L O C A T I O N O F E A C H O P E N I N G M A Y V A R Y SL I G H T L Y . M A I N T A I N D I M E N S I O N S B E T W E E N OP E N I N G S A S A M I N I M U M . I F F I E L D C O N D I T I O N S PR O H I B I T I N S T A L L A T I O N A S S H O W N , C O N T A C T WA L M A R T C O N S T R U C T I O N M A N A G E R I M M E D I A T E L Y . NO T E : DO N O T C U T O P E N I N G WI T H I N 2 ' -0" O F E X I S T I N G CO N T R O L J O I N T RE F A R C H / M E P (F I E L D V E R I F Y TO O P E N I N G E L ) EX I S T I N G V E R T RE I N F R E F N O T E # 1 TY P EX I S T I N G V E R T RE I N F R E F N O T E # 1 PR E - D R I L L A N G L E S FO R 1 / 4 " x 1 " T A P C O N SC E W S A T 1 6 " O C , T Y P FO R O P E N I N G RE F A R C H 8" EX I S T I N G RE I N F C E L L LO C A T E E X I S T I N G W A L L R E I N F (R E F N O T E # 1 ) A N D L O C A T E ED G E O F O P E N I N G S H O W N S E C T I O N GR I D PR O V I D E B O L T S A S R E Q D B Y OS H A / S J I ( 1 / 2 " D I A F O R K - J O I S T S , 3/ 4 " D I A F O R L H - J O I S T S ) PR O V I D E 4 " M I N B R G L E N G T H F O R L H JO I S T S A N D 2 1 / 2 " M I N B R G L E N G T H FO R K J O I S T S FO R L H SE R I E S JO I S T 1/ 4 2 1 / 2 1/ 4 2 1 / 2 1/ 8 2 1 / 2 1/ 8 2 1 / 2 FO R K S E R I E S JO I S T BE A M R E F P L A N JO I S T T I E S P E R M A N U F A C T U R E R , AX I A L L O A D T O B E T R A N S F E R E D 1 . 0 K SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3 / 5 / 2 0 1 9 1 1 : 1 6 : 5 9 A M C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ M O D _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t S3ROOFFRAMINGDETAILSREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237LC 01/15/19PMDW/SB 3/ 4 " = 1 ' - 0 " 3 JO I S T R E I N F O R C I N G 3/4" = 1'-0"1 SIDE WALL SECTION 3/ 4 " = 1 ' - 0 " 2 BE A M T O P E R I M E T E R C O L U M N 3/ 4 " = 1 ' - 0 " 4 FR O N T A N D R E A R W A L L S E C T I O N 3/4" = 1'-0"5 NEW DECK AT EXIST WALL 1/ 2 " = 1 ' - 0 " 7 NE W O P E N I N G I N E X I S T I N G W A L L 3/ 4 " = 1 ' - 0 " 6 JO I S T T O B E A M ISSUE BLOCK RE F F D N P L A N TO F E L RE F F D N P L A N FF E L MA T C H E X I S T BO F E L REF FDN PLAN FF EL REF FDN PLAN TOF ELREF FDN PLAN FF EL REF FDN PLAN TOF EL RE F S L A B P L A N FF E L RE F F D N P L A N TO F E L RE F A R C H TO C E L RE F F D N P L A N TO F E L RE F F D N P L A N FF E L HO R I Z R E I N F , T Y P CO R N E R B A R S T O M A T C H HO R I Z R E I N F , T Y P TT/41/8".FILL JOINT FLUSH WITH ADJACENT FLOOR SURFACE 1/8" x T/4 DEEP SAWCUT CONTRACTION JOINT FOR WET CUTTING OR EARLY ENTRY SAW CUTTING 5A -CONTRACTION JOINT (CJ)SAWCUT CJ, FILL WITH JOINT FILLER OR JOINT SUBFLOOR FILLER WHERE REQUIRED PER SPECIFICATIONS TT/41/8".FILL JOINT FLUSH WITH ADJACENT FLOOR SURFACE RESAW CONSTRUCTION JOINT 1/8" x T/4 DEEP TO PRODUCE VERTICAL SIDE WALL AND HORIZONTAL SHELF TO SUPPORT JOINT FILLER. FILL WITH JOINT FILLER OR JOINT SUBFLOOR FILLER WHERE REQUIRED PER SPECIFICATIONS 5B -CONSTRUCTION JOINT (CONST JOINT)PLATE DOWELS AT 24" OC, REF SPECSNOTE:DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. 0. 9 WA T E R P R O O F B A S E P L , A N C H O R BO L T S , A N D C O L U M N W I T H AS P H A L T I C M A S T I C B E L O W F F E L CL O F C O L U M N EX I S T S L A B TO R E M A I N NE W S T E E L C O L U M N , RE F P L A N EX I S T F O O T I N G TO R E M A I N 1 1 / 2 " N O N - S H R I N K G R O U T B E L O W CO L U M N B A S E P L P L A C E D A F T E R ER E C T I O N A N D P R I O R T O IN S T A L L A T I O N O F R O O F D E C K , T Y P 3/ 4 " x 1 2 " x 1 ' - 0 " T Y P E 1 B A S E P L A T E W I T H ( 2 ) 3 / 4 " D I A TH R E A D E D R O D S D R I L L E D A N D E M B E D D E D 6 3 / 4 " I N T O AD H E S I V E A N C H O R ( R E F S P E C S ) ( P R O J 5 " ) A N D ( 2 ) 3 / 4 " DI A x 9 " E M B E D M E N T A N C H O R B O L T S , R E F 3 - S 4 F O R LA Y O U T EX I S T C M U W A L L TO R E M A I N #5 A T 1 2 " O C T & B ; D R I L L A N D EM B E D 6 " I N T O E X I S T I N G F T G WI T H A D H E S I V E A N C H O R (R E F S P E C S ) (3 ) # 5 T & B 4 " C L R PL A N RE F V E R I F Y F I E L D 3 " C L R FI E L D V E R I F Y x ( 4 ' - 0 " ) 2' - 0 " 3" C L R 3" C L R 30 # F E L T J O I N T C O N T , T Y P WR A P C O L U M N W I T H F L E X I B L E FO A M C L O S E D C E L L E X P A N S I O N MA T E R I A L ; R E F D E T A I L 6 - S 2 SL A B ED G E (1 ) # 4 x 2 ' - 0 " LO C A T E 2 " B E L O W TO P O F S L A B OM I T B A R W H E R E C J I N T E R S E C T S RE - E N T R A N T C O R N E R 6" 1 '-6 " #4 AT 12" OC HORIZ#4 DOWELS AT 16" OC WITH STANDARD ACI HOOK AS SHOWNEXTEND DOWELS PER LAP SCHEDULE ON SHEET S0 INTO CMU WALL WITH #6 AT 40" OC8" CMU WALL REF TYPICAL FOR ITEMS SHOWN BUT NOT NOTED CONTRACTORS OPTIONNOTE:IF CONCRETE STEM WALL HEIGHT IS LESS THAN LAP LENGTH OF VERT REINF, DOWELS MUST EXTEND UP AND LAP WITH THE REINF IN THE CMU WALL DOWELS MATCHING CMU WALL REINF SIZE AND SPACING WITH STANDARD ACI HOOK. ALTERNATE HOOK DIRECTIONLEVELING MORTAR BED BELOW FIRST COURSE TY P I C A L 30# FELT JOINT CONT, TYP8" CMU WALL PR O V I D E H O R I Z J O I N T RE I N F A S I N D I C A T E D I N CM U W A L L R E I N F DI A G R A M (1 ) # 5 C O N T PA V I N G PM E J A N D S E A L A N T I F RE Q U I R E D , R E F A R C H SO L I D G R O U T A L L CE L L S B E L O W G R A D E 8"2' - 0"3" CLR 3" CLR3" CLR 1' - 3" 2' - 0 " 3" CLR 3" C L R 3" C L R 8" C M U R E I N F W I T H # 6 A T 40 " O C A T C E N T E R O F W A L L 1 ' - 3 " (3) #5 CONT NO T E : DO W E L S M U S T B E L E V E L AN D S Q U A R E W I T H J O I N T . (1 ) # 5 C O N T L A P W I T H R E I N F IN B O N D B E A M B E Y O N D #3 x 4 ' - 0 " D O W E L S A T 16 " O C ( 3 M I N ) 1 ' - 4 " 1' - 0 " RE F A R C H 2' - 0 " 2 ' - 0 " 8 " 1/ 2 " D I A x 1 0 " S M O O T H R O U N D DO W E L S A T 2 4 " O C ( 3 M I N ) CE N T E R E D O N J O I N T W I T H GR E A S E O N O N E E N D , L O C A T E DO W E L 4 " F R O M F A C E O F C M U A T EA C H E N D SL A B T U R N D O W N O N TH R E E S I D E S , T Y P SL O P E 8" C M U B E Y O N D PA V I N G 1/ 2 " D I A x 1 0 " S M O O T H R O U N D DO W E L S A T 2 4 " O C C E N T E R E D ON J O I N T . D O W E L S M U S T B E LE V E L A N D S Q U A R E W I T H JO I N T ( R E Q U I R E D O N L Y A T CO N C P A V I N G ) RE F 1 -S2 F O R I T E M S S H O W N B U T N O T N O T E D . 4 " 8" (3 S I D E S O F S T O O P ) 4' - 0 " 4 ' - 0 " . 4' - 0 " . 4' - 0 " . IN S U L A T I O N A P R O N E X T E N T S ( N T S ) 2" L A Y E R O F T Y P E I V X P S GR O U N D I N S U L A T I O N ME E T I N G T H E RE Q U I R E M E N T S O F A S T M C5 7 8 - 9 2 U N D E R S T O O P , AP R O N , A N D A T F A C E O F FO U N D A T I O N W A L L NO N - F R O S T SU S C E P T I B L E F I L L W R A P C O L U M N W I T H 1 " F L E X I B L E FO A M C L O S E D C E L L E X P A N S I O N MA T E R I A L ( F I L L T O P W I T H EL A S T O M E R I C S E A L A N T ) T Y P 1 1 / 2" C L R (2 ) # 4 x 2 ' - 0 " B A R S A T E A C H CO R N E R O F C O L U M N 1 " C L R GR I D WA T E R P R O O F B A S E P L , A N C H O R BO L T S , A N D C O L U M N W I T H A S P H A L T I C MA S T I C B E L O W F F E L W R A P C O L U M N W I T H F L E X I B L E F O A M CL O S E D C E L L E X P A N S I O N M A T E R I A L RE F 6 - S 2 CL O F C O L U M N A N D S P R E A D F T G PA V I N G PM E J A N D S E A L A N T I F RE Q U I R E D , R E F A R C H RE F 1 - S 2 F O R C M U WA L L R E I N F EX T E N D C O N T W A L L F T G RE I N F T H R O U G H C O L U M N SP R E A D F T G RE F P L A N 1 1 / 2 " N O N - S H R I N K G R O U T B E L O W CO L U M N B A S E P L P L A C E D A F T E R ER E C T I O N A N D P R I O R T O IN S T A L L A T I O N O F R O O F D E C K , T Y P 1 ' - 3 " 4' - 0 " x ( 4 ' - 0 " ) 3" C L R 3" C L R (4 ) # 5 B O T E W 3/ 4 " x 1 2 " x 1 ' - 0 " T Y P E 2 B A S E P L A T E W I T H (4 ) 3 / 4 " x 9 " E M B E D M E N T A N C H O R BO L T S , R E F 3 - S 4 F O R L A Y O U T EXISTING SLAB1/2" DIA x 1'-6" SMOOTH DOWELS AT 24" OC. GREASE AND EMBED 6" INTO EXISTING SLAB REF PLAN FOR NEW SLABEXISTING CMU WALL BEYOND EXISTING STEMWALL TO REMAIN8"SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3 / 5 / 2 0 1 9 1 1 : 1 7 : 0 0 A M C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ M O D _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t S2FOUNDATIONDETAILSREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237LC 01/15/19PMDW/SB 3/ 4 " = 1 ' - 0 " 3 CO R N E R B A R R E I N F 3/ 4 " = 1 ' - 0 " 2 NE W C O L U M N A T E X I S T I N G W A L L 3/ 4 " = 1 ' - 0 " 4 TY P I C A L S L A B R E I N F A T D O O R O P N G 3/ 4 " = 1 ' - 0 " 1 EX T E R I O R W A L L F O O T I N G 3/ 4 " = 1 ' - 0 " 7 SL A B A T O P E N I N G 3/ 4 " = 1 ' - 0 " 6 CO L U M N I S O L A T I O N W R A P NTS 5 CONCRETE SLAB JOINTS 3/ 4 " = 1 ' - 0 " 8 EX T E R I O R C O L U M N F O O T I N G 3/4" = 1'-0"9 SLAB AT OPENING ISSUE BLOCK 0. 5 0. 5 0.9 0.9CMU CONTROL JOINT REF ARCH FOR DETAILS4" CONC SLAB EXISTING CMU WALL AND FOUNDATIONCJ AL L D I M E N S I O N S A R E T O FA C E O F C M U U N L E S S NO T E D O T H E R W I S E . 1 S2 2 S2 1 S2 TYP5AS2 S23 19' - 4" 8" 1 S2 7 0 ' - 0 " X. 2 6 E Q U A L S P A C E S 20' - 0"CJ CJ CJ CJ CM U C O N T R O L J O I N T RE F A R C H F O R D E T A I L S 3 6 ' - 0 " 3 4 ' - 0 " R E F A R C H F O R D E T A I L S C M U C O N T R O L J O I N T S L A B C O N T R A C T I O N J O I N T S 19' - 4" 8" CJ18' - 4" 1' - 2 " 6"REF NOTE #10REF NOTE #7 6"18' - 4" 1' - 2 " HS S6 X 6X 1/4 HS S6 X 6X 1/4 8 S2 REF NOTE #9REF NOTE #10REF NOTE #81 120' - 0"7 S2 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " REF 7 -S3 FOR NEW OPENING IN EXISTING WALL ABOVE FINISHED FLOOR REF ARCH FOR LOCATION2 EQUAL SPACES SL A B C O N T R A C T I O N J O I N T S 9 S2 EXISTING TOF EL = 97'-4"(FIELD VERIFY) 7 S2 H. 8 H G 6' - 0"7' - 0" 2 0 ' - 8 " 6 ' - 8 " REF NOTE #7 TO F E L 97 ' - 4 " TOF EL97' - 4" TO F E L 97 ' - 4 " X. 3 HS S6 X 6X 1/4 HS S6 X 6X 1/4 X. 1 HS S6 X 6X 1/4 HS S6 X 6X 1/4 0. 5 0. 5 0. 9 0. 9 X. 2 1 1 11 2 ' - 0 " 11 2 ' - 0 " JB E 1 1 / 2 " x 1 8 G A ME T A L RO O F D E C K 1 S3 5 S3 4 S3 4 S3 B L 11 3 ' - 4 " 11 2 ' - 8 3 / 4 " JB E 1 1 2 ' - 0 " 1 1 2 ' - 8 " 2 S3 RT U 3 3 3 T O N BL A B O V E 2 S3 CM U C O N T R O L J O I N T RE F A R C H F O R D E T A I L S R E F A R C H F O R D E T A I L S C M U C O N T R O L J O I N T CM U C O N T R O L J O I N T RE F A R C H F O R D E T A I L S SI M 6 S3 TY P H. 8 H G BL 2 ' - 9 " ± 20 ' - 0 " 1' - 2 " 4 E Q U A L S P A C E S 15 ' - 6 " 2' - 1 0 " 6" 8" 19 ' - 4 " 7 0 ' - 0 " 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " 1 7 ' - 6 " 3 4 ' - 0 " 3 6 ' - 0 " 20 ' - 0 " 1' - 2 " 18 ' - 4 " 6" 8" 19 ' - 4 " 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) W 1 6 X 4 5 RC U 1 (4 0 0 L B S ) MA X R E F 7 - S 4 FO R C U R B RC U 2 (4 0 0 L B S ) MA X R E F 7 - S 4 FO R C U R B X. 3 11 2 ' - 4 3 / 8 " JB E W1 6 X 4 5 X. 1 11 3 ' - 1 1 / 8 " JB E W1 6 X 4 5 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 1 8 K S P ( 7 0 1 / 6 4 7 ) 11 3 5 1 / 2 " JB E SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3 / 5 / 2 0 1 9 1 1 : 1 7 : 0 1 A M C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ M O D _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t S1FOUNDATIONANDFRAMINGPLANSREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237LC 01/15/19PMDW/SBFOUNDATION PLAN NOTES FR A M I N G PL A N N O T E S 1. BEFORE STARTING WORK, COORDINATE LOCATION OF ALL STEEL JOISTS AND BEAMS WHICH BEAR ON MASONRY,GROUT AND REINFORCE WALL PER DETAILS AND GENERAL NOTES.2. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.3. REF ARCH DRAWINGS FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR STOOPS.4. NOT USED 5. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAIN LOCATIONS AND SLAB DEPRESSIONS AT DRAINS.6. REFER TO ARCHITECTURAL DRAWINGS FOR BOLLARD SLEEVE SIZES AND LOCATIONS.7. REF TYPICAL RE-ENTRANT CORNER REINFORCING AT DOOR DETAIL 4-S2 FOR ADDITIONAL REINFORCING IN SLAB AT DOOR OPENINGS , TYP 8. REF ARCH DRAWINGS FOR OPENING LOCATION ABOVE FF. REF 1-S4 FOR LINTEL AND JAMB REINFORCING AT THE WALL.9. PROVIDE 30# FELT JOINT CONT AT EXISTING WALLS, TYP.10. STEP BOTTOM OF FOOTING IF NECESSARY TO MATCH BOTTOM OF EXISTING FOOTING AND PROVIDE (3) #5 x 2'-0" DOWELS, TYP; DRILL AND EMBED 6"INTO ADHESIVE ANCHOR (REF SPECS). 1. R E F E R T O S H E E T S S 0 A N D S 4 F O R GE N E R A L N O T E S A N D D E S I G N C R I T E R I A . 2. N O T E T O G E N E R A L C O N T R A C T O R : RE F E R T O S E C T I O N 0 5 1 2 0 O F T H E CO N T R A C T S P E C I F I C A T I O N S F O R O W N E R SU P P L I E D S T R U C T U R A L S T E E L . A L L OT H E R S T R U C T U R A L A N D MI S C E L L A N E O U S S T E E L N O T P R O V I D E D UN D E R S E C T I O N 0 5 1 2 0 S H A L L B E PR O V I D E D B Y T H E G E N E R A L CO N T R A C T O R A S N O T E D I N S E C T I O N 05 5 0 0 O F T H E S P E C I F I C A T I O N S . 3. " B L " D E N O T E S C M U B L O C K L I N T E L . RE F E R T O C M U L I N T E L S C H E D U L E ( 1 - S 4 ) FO R S I Z E A N D R E I N F O R C E M E N T . 4. N O T E T O J O I S T M A N U F A C T U R E R : PR O V I D E S T A N D A R D B R I D G I N G CO M P L Y I N G W I T H T H E A P P L I C A B L E ST E E L J O I S T I N S T I T U T E S P E C I F I C A T I O N S TY P I C A L F O R G R A V I T Y A N D U P L I F T LO A D S S U P E R I M P O S E D O N A L L J O I S T S . DI A G O N A L B R I D G I N G S H A L L B E PR O V I D E D B E T W E E N A D J A C E N T J O I S T S W H E N E V E R B O T T O M C H O R D HO R I Z O N T A L B R I D G I N G I S DI S C O N T I N U O U S . 5. D E S I G N J O I S T F O R A N A D D I T I O N A L CO N C E N T R A T E D L O A D A P P L I E D T O T H E TO P C H O R D W H E R E S H O W N B Y T H E * O N RO O F F R A M I N G P L A N . R E F S T R U C T U R A L CU R B S C H E D U L E F O R R O O F L O A D S A N D RE F 5 - S 4 F O R C U R B S U P P O R T D E T A I L S . JO I S T R E I N F O R C E M E N T P E R 3 - S 3 AP P L I E S . 6. D I M E N S I O N S L O C A T I N G T H E R O O F T O P EQ U I P M E N T W I T H A ( + / - ) A R E AP P R O X I M A T E A N D C O N T R A C T O R M A Y AD J U S T L O C A T I O N O F C U R B S T O T H E NE A R E S T J O I S T P A N E L P O I N T S (M A X I M U M A L L O W E D M O V E M E N T I S 9 " ) . CU R B S H A L L N O T B E S H I F T E D I F I T CA U S E S A C O N F L I C T W I T H PE N E T R A T I O N S . I F C U R B E D G E S O R HE A D E R S A R E N O T W I T H I N 3 " O F A J O I S T PA N E L P O I N T , R E I N F O R C E J O I S T P E R DE T A I L 3 - S 3 . 7. R E F R O O F D I A P H R A G M C O N N E C T I O N DE T A I L 6 - S 4 F O R D E C K A T T A C H M E N T T O RO O F F R A M I N G M E M B E R S A N D D E C K FA S T E N E R T Y P E , S I Z E A N D S P A C I N G . 3/ 1 6 " = 1 ' - 0 " 1 FO U N D A T I O N A N D S L A B P L A N 3/ 1 6 " = 1 ' - 0 " 2 RO O F F R A M I N G P L A N ISSUE BLOCK LE G E N D IN D I C A T E S T O P O F B O N D B E A M EL E V A T I O N A T R O O F B E T W E E N CM U C O N T R O L J O I N T S IN D I C A T E S M A S O N R Y CO N T R O L J O I N T RO O F T O P U N I T ( R T U ) EX H A U S T F A N ( E F ) IN D I C A T E S C O N C E N T R A T E D L O A D ; RE F F R A M I N G P L A N N O T E S XX X ' - X X " IT E M S I N L E G E N D M A Y N O T O C C U R O N A L L P L A N S SC U P P E R , R E F A R C H F O R S I Z E AN D L O C A T I O N S UN L E S S S P E C I F I C A L L Y I N D I C A T E D O T H E R W I S E I N T H E D R A W IN G S A N D / O R S P E C I F I C A T I O N S , T H E L I M I T S OF T H I S S U B S U R F A C E P R E P A R A T I O N A R E C O N S I D E R E D T O B E T H A T P O R T I O N O F T H E S I T E D I R E C T L Y BE N E A T H A N D 5 F E E T B E Y O N D T H E B U I L D I N G A N D A P P U R T E N AN C E S . A P P U R T E N A N C E S A R E T H O S E IT E M S A T T A C H E D T O T H E B U I L D I N G P R O P E R ( R E F E R T O D R A WI N G S H E E T S P 1 ) , T Y P I C A L L Y I N C L U D I N G , BU T N O T L I M I T E D T O , T H E B U I L D I N G S I D E W A L K S , G A R D E N CE N T E R , P O R C H E S , R A M P S , S T O O P S , T R U C K W E L L S / D O C K S , C O N C R E T E A P R O N S A T T H E A U T O M O T I V E C E N T ER , C O M P A C T O R P A D , E T C . T H E B A S E AN D T H E V A P O R B A R R I E R , W H E R E R E Q U I R E D , D O N O T E X T E N D B E Y O N D T H E L I M I T S O F T H E A C T U A L BU I L D I N G A N D T H E A P P U R T E N A N C E S . ES T A B L I S H T H E F I N A L S U B G R A D E E L E V A T I O N T O A L L O W F O R T H E C O N C R E T E S L A B A N D B A S E . RE F E R E N C E A R C H I T E C T U R A L A N D S T R U C T U R A L D R A W I N G S F O R R E Q U I R E D S L A B T H I C K N E S S . T H E MI N I M U M 6 - I N C H T H I C K B A S E M A T E R I A L S H A L L C O N F O R M T O ¾ - I N C H ( T Y P E 1 ) C R U S H E D A G G R E G A T E I N AC C O R D A N C E W I T H S E C T I O N 8 0 2 O F T H E I D A H O S T A N D A R D S FO R P U B L I C W O R K C O N S T R U C T I O N (I S P W C ) . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R O B TA I N I N G A C C U R A T E M E A S U R E M E N T S F O R AL L C U T A N D F I L L D E P T H S R E Q U I R E D . A N Y P R O P O S E D E Q U I VA L E N T A L T E R N A T I V E B A S E M A T E R I A L MU S T B E S U B M I T T E D F O R A P P R O V A L W I T H I N 3 0 D A Y S A F T E R A W A R D O F C O N T R A C T . A N Y E Q U I V A L E N T AL T E R N A T I V E S H A L L O N L Y B E U S E D I F A P P R O V E D I N W R I T I NG B Y T H E C E C A N D A O R . EX I S T I N G F O U N D A T I O N S , S L A B S , P A V E M E N T S , A N D B E L O W - G RA D E S T R U C T U R E S S H A L L B E R E M O V E D FR O M T H E B U I L D I N G A R E A . R E M O V E S U R F A C E V E G E T A T I O N , TO P S O I L , R O O T S Y S T E M S , O R G A N I C MA T E R I A L , E X I S T I N G F I L L , A N D S O F T O R O T H E R W I S E U N S U IT A B L E M A T E R I A L F R O M T H E B U I L D I N G A R E A . TH E E X I S T I N G S I T E S O I L S S H A L L B E R E M O V E D F R O M T H E P RO P O S E D B U I L D I N G A R E A T O A D E P T H O F AT L E A S T 1 F O O T B E L O W T H E O R I G I N A L G R A D E . A F T E R D E L ET E R I O U S M A T E R I A L S H A V E B E E N RE M O V E D A N D T H E S I T E C U T T O G R A D E , T H E T O P 8 I N C H E S O F T H E S U B G R A D E S O I L S S H O U L D B E SC A R I F I E D A N D C O M P A C T E D T O A T L E A S T 9 5 P E R C E N T O F T HE M O D I F I E D M A X I M U M D R Y D E N S I T Y (A S T M 1 5 5 7 ) A T A M O I S T U R E C O N T E N T W I T H I N - 0 P E R C E N T B E L O W T O + 3 P E R C E N T A B O V E T H E OP T I M U M . P R O O F R O L L E X P O S E D S U B G R A D E . R E M O V E A N D R E P LA C E U N S U I T A B L E A R E A S W I T H SU I T A B L E M A T E R I A L . FI L L M A T E R I A L S P L A C E D I N B U I L D I N G A N D A P P U R T E N A N C E AR E A S S H A L L B E F R E E O F O R G A N I C A N D OT H E R D E L E T E R I O U S M A T E R I A L S A N D S H A L L B E C O M P O S E D O F E I T H E R : • 3 - I N C H M I N U S S O I L A N D R O C K M E E T I N G T H E R EQ U I R E M E N T S I N I S P W C S E C T I O N 8 0 1 . • 3 / 4 - I N C H ( T Y P E 1 ) C R U S H E D A G G R E G A T E F O R BA S E , I N A C C O R D A N C E W I T H I S P W C S E C T I O N 8 0 2 . FI L L M A T E R I A L S P L A C E D I N B U I L D I N G A N D A P P U R T E N A N C E AR E A S S H A L L B E P L A C E D I N L O O S E L I F T S NO T E X C E E D I N G 8 I N C H E S I N T H I C K N E S S A N D C O M P A C T E D T O A T L E A S T 9 5 P E R C E N T O F T H E M O D I F I E D MA X I M U M D R Y D E N S I T Y ( A S T M 1 5 5 7 ) A T A M O I S T U R E C O N T E NT W I T H I N - 2 P E R C E N T B E L O W T O + 2 PE R C E N T A B O V E T H E O P T I M U M . TH E F O U N D A T I O N S Y S T E M S H A L L B E I S O L A T E D S P R E A D F O O T IN G S A T C O L U M N S A N D C O N T I N U O U S SP R E A D F O O T I N G S A T W A L L S . F O O T I N G S S H A L L B E P L A C E D ON A M I N I M U M O F 2 4 I N C H E S O F CO M P A C T E D S T R U C T U R A L F I L L O R A G G R E G A T E B A S E T H A T E X TE N D S T O T H E U N D I S T U R B E D N A T I V E SO I L S O R P R E V I O U S L Y P R E P A R E D S U B G R A D E . T H I S S U P P O R T IN G L A Y E R S H O U L D E X T E N D L A T E R A L L Y FR O M T H E F O U N D A T I O N E D G E S A D I S T A N C E E Q U A L T O 2 / 3 O F T H E D E P T H O F T H E S U P P O R T I N G L A Y E R . SI T E S O I L S W I L L B E S U S C E P T I B L E T O R U T T I N G O R P U M P I N G U N D E R C O N S T R U C T I O N T R A F F I C W H E N W E T . I F T H E S E S O I L S B E C O M E W E T , T H E C O N T R A C T O R S H A L L I M P L E M E N T M E A S U R E S T O R E D U C E CO N S T R U C T I O N D I S T U R B A N C E . T H I S C O U L D I N C L U D E P E R F O R MI N G E A R T H W O R K D U R I N G W A R M , D R Y W E A T H E R , T H E U S E O F L I G H T T R A C K - M O U N T E D E Q U I P M E N T , AV O I D A N C E O F H E A V Y R E P E A T E D TR A F F I C O V E R A G I V E N A R E A , A N D / O R P L A C I N G A P R O T E C T IV E L A Y E R O F N O N - M O I S T U R E S E N S I T I V E FI L L M A T E R I A L . R E M E D I A T I O N A N D S T A B I L I Z A T I O N O F D I S TU R B E D S U B G R A D E S S H A L L B E P E R F O R M E D IN A C C O R D A N C E W I T H S P E C I F I C A T I O N S E C T I O N 0 2 3 4 0 . A L L F I L L P L A C E D S H A L L C O N F O R M T O T H E RE Q U I R E M E N T S O F S E C T I O N 0 2 3 0 0 . TH I S F O U N D A T I O N S U B S U R F A C E P R E P A R A T I O N D O E S N O T C O N ST I T U T E A C O M P L E T E S I T E W O R K SP E C I F I C A T I O N . I N C A S E O F C O N F L I C T , I N F O R M A T I O N C O V ER E D I N T H I S P R E P A R A T I O N 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 W A L - M A R T S P E C I F I C A T I O N S . R E F E R TO T H E S P E C I F I C A T I O N S F O R S P E C I F I C IN F O R M A T I O N N O T C O V E R E D I N T H I S P R E P A R A T I O N . T H I S I NF O R M A T I O N W A S T A K E N F R O M A GE O T E C H N I C A L R E P O R T P R E P A R E D B Y T E R R A C O N , D A T E D J A N UA R Y 3 0 , 2 0 1 5 ( G E O T E C H N I C A L R E P O R T IS F O R I N F O R M A T I O N O N L Y A N D I S N O T A C O N S T R U C T I O N S PE C I F I C A T I O N ) . FO U N D A T I O N S U B S U R F A C E PR E P A R A T I O N ST A T E M E N T O F S P E C I A L IN S P E C T I O N S SP E C I A L I N S P E C T I O N S A R E R E Q U I R E D . R E F E R T O T H E A P P LI C A B L E PR O J E C T S P E C I F I C A T I O N S E C T I O N S F O R T H E F O L L O W I N G I N FO R M A T I O N RE G A R D I N G T H E R E Q U I R E M E N T S O F S P E C I A L I N S P E C T I O N S : 1. T H E M A T E R I A L S , S Y S T E M S , C O M P O N E N T S A N D W O R K R E Q U IR E D TO H A V E S P E C I A L I N S P E C T I O N S . 2. T H E T Y P E A N D E X T E N T O F E A C H S P E C I A L I N S P E C T I O N . 3. T H E T Y P E A N D E X T E N T O F E A C H T E S T . 4. A D D I T I O N A L S P E C I A L I N S P E C T I O N R E Q U I R E M E N T S F O R W IN D O R SE I S M I C R E S I S T A N C E ( W H E N A P P L I C A B L E ) . 5. T H E F R E Q U E N C Y O F S P E C I A L I N S P E C T I O N S A N D T E S T I N G . TH E S P E C I A L I N S P E C T I O N R E Q U I R E M E N T S A R E B A S E D O N C H AP T E R 1 7 OF T H E I B C . T H E E X E M P T I O N S A L L O W E D F O R C O N C R E T E CO N S T R U C T I O N H A V E B E E N U T I L I Z E D W H E R E A P P L I C A B L E . NO T E T O B I D D E R S EX I S T I N G C O N D I T I O N S M A Y N O T R E F L E C T E X A C T " A S - B U I L T " C O N D I T I O N S . CO N T R A C T O R S H A L L 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 NS P R I O R T O SU B M I T T I N G F I N A L B I D S . C O N T R A C T O R S H A L L C A R E F U L L Y C OO R D I N A T E NE W W O R K A N D D E M O L I T I O N W I T H A L L O T H E R D I S C I P L I N E S AN D E X I S T I N G CO N D I T I O N S . A N Y D A M A G E C A U S E D B Y C O N T R A C T O R S H A L L B E R E P A I R E D TO O W N E R ' S S A T I S F A C T I O N . ST E E L R E I N F L A P S C H E D U L E BA R SI Z E 3 4 5 6 7 8 CO N C R E T E L A P S P L I C E ( C L A S S B ) ( I N ) f' c = 4 , 0 0 0 p s i f' c = 3 , 5 0 0 p s i f' c = 3 , 0 0 0 p s i f' c = 4 , 5 0 0 p s i f ' c = 5 , 0 0 0 p s i TO P OT H E R T O P T O P T O P T O P OT H E R O T H E R O T H E R O T H E R (I N ) LA P S P L I C E CM U 17 23 28 34 49 56 16 18 22 26 38 43 16 21 26 31 45 52 16 16 20 24 35 40 16 20 25 29 43 49 16 16 19 23 33 37 16 19 23 28 40 46 16 16 18 21 31 35 16 18 22 26 38 44 16 16 17 20 29 34 20 26 32 39 45 52 SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3 / 5 / 2 0 1 9 1 1 : 1 7 : 0 1 A M C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ M O D _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t S0GENERALSTRUCTURALINFORMATIONREXBURG, ID 18592170REXBURG, ID 02/18/19 02/18/19STORE NO: 1878.237LC 01/15/19PMDW/SBGENERAL NOTES 1. 0 G E N E R A L 1. 1 T H E G E N E R A L C O N T R A C T O R S H A L L F I E L D V E R I F Y E X I S T I NG C O N D I T I O N S W I T H I N O N E W E E K F R O M T H E S T A R T O F C O N STRUCTION DATE. THE GENERAL CONTRACTOR SHALL COORDI NATE ALL FI E L D M E A S U R E M E N T S A N D E X I S T I N G C O N D I T I O N S A N D K N O W N C O M P L I C A T I O N S W I T H T H E O W N E R ' S C O N S T R U C T I O N M A N A G ER AND MATERIAL SUPPLIERS. SHOP DRAWINGS SHALL BE SU B M I T T E D T O T H E A R C H I T E C T F O R R E V I E W A N D A P P R O V A L PR I O R T O C O M M E N C I N G W O R K 1. 2 T H E G E N E R A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R PR O T E C T I N G T H E E X I S T I N G B U I L D I N G D U R I N G C O N S T R U C T I O N. 1. 3 B U I L D I N G C O M P O N E N T S A B A N D O N E D B Y T H E S C O P E O F W O RK S H A L L B E S E C U R E D T O P R E V E N T F A L L I N G , L O O S E N I N G O R CREATING DAMAGE OF ANY KIND IN THE FUTURE. 1. 4 T H E S T E E L F R A M I N G A N D C M U W A L L S S H A L L B E T E M P O R A RI L Y B R A C E D U N T I L A L L S T E E L B R A C I N G , R O O F D E C K S , A N D CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN TH E S E E L E M E N T S H A V E B E E N M A D E 1. 5 T H E S T E E L F R A M I N G I S N O N - S E L F S U P P O R T I N G A N D R E Q UI R E S I N T E R A C T I O N W I T H O T H E R E L E M E N T S N O T C L A S S I F I E D AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STAB ILITY AND RE S I S T A N C E T O L A T E R A L F O R C E S . 1. 6 T H E C O N T R A C T O R S H A L L C O O R D I N A T E T H E S I Z E A N D L O C AT I O N O F P E N E T R A T I O N S T H R O U G H T H E S T R U C T U R E F O R M E C HANICAL, ELECTRICAL AND PLUMBING WORK. 2. 0 F O U N D A T I O N S A N D S L A B S - O N - G R A D E 2. 1 F O O T I N G D E S I G N S A R E B A S E D O N A N E T S O I L B E A R I N G PR E S S U R E O F 2 5 0 0 P S F B A S E D O N S O I L S R E P O R T B Y T E R R A CON DATED JANUARY 30, 2015. IF SUITABLE BEARING MAT ERIAL IS NOT EN C O U N T E R E D A T T H E E L E V A T I O N I N D I C A T E D O N T H E D R A W I NG S A S I N D I C A T E D B Y A L I C E N S E D G E O T E C H N I C A L E N G I N E E R, THE CONTRACTOR SHALL OVEREXCAVATE UNTIL SUITABLE BEARING MA T E R I A L I S E N C O U N T E R E D . 2. 2 T H E C O N T R A C T O R M U S T R E A D T H E S O I L S R E P O R T A N D B E T H O R O U G H L Y F A M I L I A R W I T H S I T E A N D S U B G R A D E I N F O R M A TION GIVEN THEREIN. 2. 3 TH E B U I L D I N G P A D W I L L I N C L U D E , B U T N O T B E L I M I T E D T O T H A T W H I C H I S P R E S E N T E D I N T H E " F O U N D A T I O N S U B S U R FACE PREPARATION" DESCRIPTION. THE "FOUNDATION SUB SURFACE PR E P A R A T I O N " S H A L L G O V E R N O V E R D I S C R E P A N C I E S O R O P T IO N S N O T E D I N T H E S O I L S R E P O R T . 2. 4 E X T E R I O R F O O T I N G S S H A L L B E A R A T O R B E L O W M I N I M U M B E A R I N G D E P T H . M I N I M U M B E A R I N G D E P T H I S 3 6 I N C H E S BELOW ADJACENT FINISHED GRADE. THICKENED SLAB ED GES FOR STOOPS, CA N O P I E S , E T C . S H A L L B E 1 6 I N C H E S ( U N O ) . 2. 5 S T A N D A R D P R O C E D U R E S O F F R O S T P R O T E C T I O N F O R F O U N DA T I O N S A N D E X C A V A T I O N S S H A L L B E E M P L O Y E D F O R W I N T E R CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SO O N A S P O S S I B L E T O P R O T E C T F O U N D A T I O N S F R O M F R O S T . 2. 6 S L A B S - O N - G R A D E A R E U N R E I N F O R C E D C O N C R E T E U N L E S S NO T E D O T H E R W I S E . 2. 7 P R O V I D E S A W C U T J O I N T S A T 1 2 ' - 0 " O C M A X I M U M S P A C IN G U N L E S S N O T E D O T H E R W I S E O N T H E C O N T R A C T D R A W I N G S . 2. 8 P R O V I D E ( 2 ) # 4 B A R , 2 ' - 0 " L O N G D I A G O N A L L Y I N T O P O F S L A B A T R E E N T R A N T C O R N E R S . 2. 9 " C J " I N D I C A T E S S A W C U T C O N T R A C T I O N J O I N T I N S L A B -O N - G R A D E , " C O N S T J T " I N D I C A T E S D O W E L E D C O N S T R U C T I O N JOINT IN SLAB-ON-GRADE. REF SPECIFICATION SECTION 03312. 2. 1 0 H O R I Z B A R S I N F O O T I N G S A N D C O N C R E T E S T E M W A L L S SH A L L B E C O N T I N U O U S . P R O V I D E C O R N E R B A R S A T A L L C O RNERS AND INTERSECTIONS UNO. REF CORNER BAR DETAIL. 2. 1 1 F O U N D A T I O N W A L L S S H A L L H A V E T E M P O R A R Y B R A C I N G B EF O R E B A C K F I L L I S P L A C E D A G A I N S T T H E M . T E M P O R A R Y B RACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENT LY BRACED. 2. 1 2 F O U N D A T I O N P E N E T R A T I O N S S H A L L B E S U B J E C T T O A P P RO V A L B Y T H E A R C H I T E C T / E N G I N E E R . P E N E T R A T I O N S S H A L L BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. 3. 0 C O N C R E T E A N D R E I N F O R C I N G S T E E L 3. 1 M I N I M U M C O M P R E S S I V E S T R E N G T H ( f ' c ) A T T H E E N D O F 2 8 D A Y S S H A L L B E A S F O L L O W S : A. S T R U C T U R A L C A S T - I N - P L A C E C O N C R E T E F O O T I N G S 3 0 0 0 P S I S P E C I F I C A T I O N S E C T I O N 03310 B. S T R U C T U R A L F O R M E D C O N C R E T E W A L L S 3 5 0 0 P S I S P E C I F I C A T I O N SECTION 03310 C. E X T E R I O R C A S T - I N - P L A C E C O N C R E T E S L A B S R E F S P E C S S P E C I F I C A T I O N S E C TION 03310 D. I N T E R I O R C A S T - I N - P L A C E C O N C R E T E S L A B S 3 5 0 0 P S I S P E C I F I C A T ION SECTION 03312 FO R A L L O T H E R C O N C R E T E P R O P E R T I E S R E F E R T O S P E C I F I C AT I O N S . 3. 2 C O N C R E T E E X P O S U R E C L A S S I F I C A T I O N F O R E X T E R I O R C O NC R E T E S H A L L B E F 3 . 3. 3 R E I N F O R C I N G S T E E L S H A L L M E E T A S T M S P E C I F I C A T I O N A 6 1 5 , D E F O R M E D B A R , G R A D E 6 0 O R A S T M S P E C I F I C A T I O N A 706, DEFORMED BAR, GRADE 60. REF STEEL REINF LA P SCHEDULE FOR LAP LE N G T H S U N O O N D E T A I L S . 3. 4 R E F E R T O A C I 3 1 8 F O R C O N C R E T E C O V E R , A C I 3 1 5 F O R D E T A I L I N G P R A C T I C E S A N D F A B R I C A T I O N , A N D A C I 3 0 1 F OR STANDARD PRACTICE FOR MIXING AND PLACING CONCRET E. 3. 5 L E A N C O N C R E T E - M I N 2 1 / 2 S A C K S P O R T L A N D C E M E N T PE R C U B I C Y A R D . 4. 0 S T R U C T U R A L S T E E L 4. 1 S T R U C T U R A L S T E E L S H A L L M E E T T H E F O L L O W I N G M I N I M U M Y I E L D S T R E N G T H A N D S P E C I F I C A T I O N S : ST R U C T U R A L S T E E L YIELD ASTM SPECIFICATION A. W I D E F L A N G E S T E E L S H A P E S : 50 KSI A 992 B. S Q U A R E A N D R E C T A N G U L A R H O L L O W S T R U C T U R A L S H A P E S : 5 0 K S I A 5 0 0 G R A D E C C. B A R S , P L A T E S , C H A N N E L S , A N G L E S , & A N C H O R B O L T S : 3 6 K S I A 36, UNO D. H E A D E D S T U D A N C H O R S : 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020, INCLUSIVE) 4. 2 B O L T S F O R S T E E L B E A M A N D C O L U M N C O N N E C T I O N S S H A L L B E 3 / 4 " D I A M E T E R A S T M A 3 2 5 - N H I G H - S T R E N G T H B O L T S , UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE. A LL BOLTS SHALL BE TI G H T E N E D S N U G T I G H T , U N O . 4. 3 W E L D I N G S H A L L M E E T A N S I / A W S D 1 . 1 S T R U C T U R A L W E L D IN G C O D E . E L E C T R O D E S S H A L L B E 7 0 K S I L O W H Y D R O G E N . 4. 4 T H E F A B R I C A T O R S H A L L B E R E S P O N S I B L E F O R T H E D E S I GN A N D A D E Q U A C Y O F C O N N E C T I O N S T H A T A R E N O T D E S I G N E D OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 4. 5 P R O V I D E D O U B L E N U T S A N D D O U B L E W A S H E R S F O R S T E E L C O L U M N A N C H O R B O L T S T O A L L O W F O R A D J U S T M E N T I N B A S E PLATE ELEVATION. 4. 6 P R O V I D E 1 1 / 2 I N C H N O N - S H R I N K G R O U T U N D E R B A S E P LA T E A F T E R E R E C T I O N . 4. 7 P R O V I D E L 5 x 3 x 1 / 4 ( L L V ) F I E L D - F A B R I C A T E D F R A M E B E TW E E N J O I S T S A T O P E N I N G S I N R O O F G R E A T E R T H A N 1 0 " x 1 0", UNO, (INCLUDING ROOF DRAIN AND EXHAUST FAN OPEN INGS REGARDLESS OF OP E N I N G S I Z E ) . 5. 0 S T E E L J O I S T S 5. 1 A L L L O A D S S H O W N O N T H E D R A W I N G S A R E D E S I G N W O R K I NG L O A D S F O R W O R K I N G S T R E S S D E S I G N W I T H A P P R O P R I A T E BUILDING CODE LOAD FACTOR ALREADY APPLIED. NO INCR EASE IN ST R E S S O R L O A D R E D U C T I O N I S A L L O W E D F O R W I N D O R S EI S M I C L O A D C O M B I N A T I O N S . A L L A D D I T I O N A L S P E C I F I E D AXIAL LOADS ARE TO BE ADDITIVE TO FULL GRAVITY AND FULL UPLIFT LOADS TO P R O D U C E T H E W O R S T C A S E C O N D I T I O N . 5. 2 T H E L I V E L O A D D E F L E C T I O N L I M I T F O R J O I S T I S L / 2 40 , U N L E S S N O T E D O T H E R W I S E . P R O V I D E 5 " B E A R I N G S E A TS FOR ALL JOISTS. ALL JOISTS SHALL RESIST THE MOST CRITICAL EFFECTS FROM TH E L O A D C O M B I N A T I O N S L I S T E D I N T H E A P P L I C A B L E B U I L DI N G C O D E . J O I S T S S H A L L R E S I S T T H E N E T R O O F U P L I F T PRESSURE SHOWN IN THE DESIGN LOADS. 5. 3 A L L J O I S T S A T P E R I M E T E R W A L L S S H A L L B E L I M I T E D T O A L I V E L O A D D E F L E C T I O N O F L / 3 6 0 . L I M I T T O P C H O R D WIDTH TO A MAXIMUM OF 11". 5. 4 W H E R E J O I S T S A R E P A R A L L E L T O A N D N E A R W A L L S , 5 0 FE E T O R L E S S I N L E N G T H , P R O V I D E A M A X I M U M 1 / 2 " C A M B ER AND FOR JOISTS GREATER THAN 50 FEET, PROVIDE A M AXIMUM 3/4" CAMBER. 5. 5 J O I S T M A N U F A C T U R E R S H A L L D E S I G N T H E C O M P R E S S I O N CH O R D O F A L L J O I S T S S U P P O R T I N G R O O F T O P U N I T S , A N D OTHER STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CO N D I T I O N S A T T H E P R O J E C T W H E R E T H E U N B R A C E D L E N G T H I S G R E A T E R T H A N T H E S J I M A X I M U M . 5. 6 J O I S T S S U P P O R T I N G R O O F T O P E Q U I P M E N T S H A L L H A V E A M I N I M U M T O P C H O R D W I D T H O F 6 " T O A L L O W F O R P R O P E R INSTALLATION OF HEADERS WHERE REQUIRED. IF TOP CH ORD WIDTH IS GR E A T E R T H A N 9 " C O O R D I N A T E H E A D E R O F F S E T W I T H S T E E L S U P P L I E R . 5. 7 H A N G E R S S U P P O R T I N G M E C H A N I C A L E Q U I P M E N T F R O M J O I ST C H O R D S S H A L L B E L O C A T E D W I T H I N 3 " O F J O I S T P A N E L POINTS OR JOIST SHALL BE REINFORCED PER JOIST REIN FORCING DETAIL. HA N G E R L O A D S G R E A T E R T H A N 1 0 0 P O U N D S S H A L L N O T B E A TT A C H E D T O T H E E D G E O F C H O R D A N G L E S A N D S H A L L B E C E NTERED ON JOIST CHORD. 5. 8 S T E E L J O I S T S S H A L L H A V E B R I D G I N G A N D B O T T O M C H O R D B R A C I N G D E S I G N E D A N D P R O V I D E D P E R T H E C U R R E N T S T E EL JOIST INSTITUTE SPECIFICATIONS. DIAGONAL BRIDGI NG SHALL BE PR O V I D E D B E T W E E N A D J A C E N T J O I S T S W H E N E V E R B O T T O M C H OR D H O R I Z O N T A L B R I D G I N G I S D I S C O N T I N U O U S . 5. 9 S P E C I A L J O I S T S T H A T R E Q U I R E S P E C I F I C O R I E N T A T I O N S H A L L B E T A G G E D A T O N E E N D . D E F I N E L O C A T I O N O F T A GGED END ON ERECTION DRAWINGS. 6. 0 S T E E L R O O F D E C K 6. 1 R O O F D E C K S H A L L B E P A I N T E D T Y P E " B " ( W I D E R I B ) T HR E E S P A N M I N ( U N O O N F R A M I N G P L A N ) A S S H O W N O N R O O F FRAMING PLAN. THE STEEL ROOF DECK IS REQUIRED TO ACT AS A DI A P H R A G M . R E F E R T O T H E R O O F D I A P H R A G M C O N N E C T I O N DI A G R A M A N D S C H E D U L E F O R A T T A C H M E N T P A T T E R N O P T I O N S . 6. 2 P R O V I D E 2 L A Y E R S O F R O O F D E C K W H E R E S I N G L E S P A N CO N D I T I O N E X I S T S . M A K E D I A P H R A G M C O N N E C T I O N S A F T E R PLACEMENT OF BOTH LAYERS OF ROOF DECK. SINGLE SPA N SHALL BE CO N S I D E R E D W H E R E D E C K I S N O T C O N T I N U O U S B E T W E E N T H R EE A D J A C E N T J O I S T S A N D / O R P E R I M E T E R A N G L E . 6. 3 W H E N T H E R O O F D E C K I S W E L D E D , W E L D I N G R O D S S H A L L B E E 6 0 2 2 . 7. 0 N O T U S E D 8. 0 M A S O N R Y 8. 1 C O N C R E T E M A S O N R Y U N I T S S H A L L M E E T A S T M S P E C I F I C A TI O N C 9 0 . T H E S P E C I F I E D D E S I G N C O M P R E S S I V E S T R E N G T H OF CONCRETE MASONRY (F'm) SHALL BE 2000 PSI. THE NET AREA CO M P R E S S I V E S T R E N G T H O F T H E C O N C R E T E M A S O N R Y U N I T S SH A L L B E 2 0 0 0 P S I . 8. 2 M O R T A R S H A L L B E A P R E B L E N D E D D R Y M I X C O N F O R M I N G TO A S T M C 1 7 1 4 A N D M E E T I N G T H E P R O P E R Y S P E C I F I C A T I O NS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT S HALL NOT BE US E D F O R M O R T A R . 8. 3 G R O U T S H A L L M E E T A S T M S P E C I F I C A T I O N C 4 7 6 A N D H A VE A M I N I M U M 2 8 D A Y C O M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I. REF SPECIFICATION SECTION 04200 FOR ADDITIONAL R EQUIREMENTS. 8. 4 G R O U T S H A L L B E M E C H A N I C A L L Y C O N S O L I D A T E D U S I N G A V I B R A T O R W I T H A M A X I M U M 3 / 4 " D I A M E T E R H E A D . R E F S PECIFICATION SECTION 04200. 8. 5 H O R I Z O N T A L J O I N T R E I N F O R C E M E N T S H A L L B E B O N D B E A MS ( 1 ) # 5 A T 4 8 " O C V E R T I C A L L Y , R E F S P E C S E C T I O N 0 4 200. REFER TO CMU WALL REINFORCEMENT DIAGRAM FOR S PACING. 8. 6 C O N C R E T E M A S O N R Y S H A L L B E L A I D I N R U N N I N G ( C O M M O N) B O N D . 8. 7 C O N C R E T E M A S O N R Y B E L O W F I N I S H E D F L O O R S H A L L B E N OR M A L W E I G H T U N I T S A N D S H A L L H A V E A L L C E L L S F U L L Y G ROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHAL L BE LIGHT W E I G H T A N D S H A L L B E S O L I D G R O U T E D , U N O 8. 8 I N S T A L L T E M P O R A R Y B R A C I N G A T A L L C M U W A L L S . D O NO T R E M O V E T E M P O R A R Y B R A C I N G U N T I L W A L L I S P E R M A N E N TLY BRACED BY CONNECTION TO THE ROOF STRUCTURE. 8. 9 R E F E R T O C M U W A L L D E T A I L S F O R P R I M A R Y W A L L R E I N F OR C E M E N T . 8. 1 0 R E F E R T O C M U W A L L R E I N F O R C I N G D I A G R A M A N D T Y P I C AL M A S O N R Y W A L L O P E N I N G D I A G R A M A N D S C H E D U L E F O R A D DITIONAL REINFORCING AT OPENINGS, CONTROL JOINTS, C ORNERS AND EN D S O F W A L L P A N E L S . 8. 1 1 R E F E R T O F O U N D A T I O N D E T A I L S , A N D F R A M I N G D E T A I L S F O R A D D I T I O N A L B O N D B E A M L O C A T I O N S A N D E M B E D D E D I TEMS. 8. 1 2 P R O V I D E H O R I Z O N T A L R E I N F O R C E M E N T A S I N D I C A T E D I N T H E C M U W A L L D E T A I L S . U S E O P E N K N O C K O U T B O N D B E AM BLOCK. DO NOT USE TROUGH TYPE BLOCKS FOR BOND BE AMS. DO NOT CO N T I N U E B O N D B E A M R E I N F O R C I N G T H R O U G H C O N T R O L J O I N TS , U N O . 8. 1 3 M A S O N R Y C O N S T R U C T I O N R E Q U I R E S S P E C I A L I N S P E C T I O N. R E F S P E C I F I C A T I O N S E C T I O N 0 4 2 0 0 F O R R E Q U I R E M E N T S . 9. 0 P O S T - I N S T A L L E D A N C H O R S 9. 1 P O S T - I N S T A L L E D A N C H O R S S H A L L O N L Y B E U S E D W H E R E SP E C I F I E D O N T H E D R A W I N G S . C O N T R A C T O R S H A L L O B T A I N APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING PO ST-INSTALLED AN C H O R S F O R M I S S I N G O R M I S P L A C E D C A S T - I N - P L A C E A N C H OR S . R E F E R T O S P E C I F I C A T I O N 0 5 0 9 0 F O R A D D I T I O N A L I NFORMATION. 10 . 0 S U B G R A D E A N D B A S E 10 . 1 T H E T E S T I N G A G E N C Y S H A L L V E R I F Y T H E S U B G R A D E I S C O M P A C T E D T O T H E O P T I M U M M A X I M U M D R Y D E N S I T Y A S S P ECIFIED IN THE FOUNDATION SUBSURFACE PREPARATION. A QUALIFIED RE P R E S E N T A T I V E O F T H E T E S T I N G A G E N C Y S H A L L W I T N E S S PR O O F R O L L I N G O F T H E S U B G R A D E T O I D E N T I F Y U N A C C E P T A BLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL RE C O M P A C T O R R E M O V E A N D R E P L A C E S O F T A R E A S A S D E T E R MI N E D T O B E U N A C C E P T A B L E B Y T H E T E S T I N G A G E N C Y . T H E TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER . 10 . 2 T H E T E S T I N G A G E N C Y S H A L L V E R I F Y T H E A G G R E G A T E B AS E I S C O M P A C T E D T O T H E O P T I M U M M A X I M U M D R Y D E N S I T Y AS SPECIFIED IN THE FOUNDATION SUBSURFACE PREPARAT ION JUST PRIOR TO P L A C I N G T H E S L A B . A Q U A L I F I E D R E P R E S E N T A T I V E O F TH E T E S T I N G A G E N C Y S H A L L W I T N E S S P R O O F R O L L I N G O F T HE BASE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILD ING PAD. THE CO N T R A C T O R S H A L L R E P A I R S O F T A R E A S A S D I R E C T E D B Y T HE T E S T I N G A G E N C Y . R U T T I N G D U E T O P R O O F R O L L I N G D E E PER THAN 1/2 INCH IN THE BASE SHALL BE UNACCEPTABLE .THE TESTING AG E N C Y S H A L L P R O V I D E A R E P O R T T O T H E O W N E R A N D T H E EN G I N E E R S T A T I N G T H E S U B G R A D E A N D B A S E I S A C C E P T A B L E. 10 . 3 N O T I F Y I M M E D I A T E L Y T H E O W N E R ' S R E P R E S E N T A T I V E A ND E N G I N E E R I F U N U S U A L S O I L C O N D I T I O N S A R E F O U N D . 10 . 4 P R O T E C T E X I S T I N G S T R U C T U R E S , U T I L I T I E S , P R O P E R T Y, E T C . R E S T O R E A L L I T E M S D A M A G E D , A S R E Q U I R E D B Y O WNER'S REPRESENTATIVE, AT NO COST TO OWNER OR WITHO UT EXTENSION OF CO N T R A C T T I M E . 10 . 5 D O N O T A L L O W S T O R E D E X C A V A T I O N M A T E R I A L T O D I S R UP T P R O P E R D R A I N A G E O F A R E A . 10 . 6 D I S P O S E O F E X C A V A T E D M A T E R I A L A S R E Q U I R E D B Y O W NE R ' S R E P R E S E N T A T I V E . DE S I G N L O A D S 1. B U I L D I N G C O D E A. B U I L D I N G C O D E 20 1 5 I B C 2. G R A V I T Y L O A D S A. R O O F D E A D L O A D MA X M I N - R O O F I N S U L A T I O N A N D M E T A L D E C K 6 P S F 3 P S F - S T E E L J O I S T S 3 P S F 2 P S F - M E C H , E L E C , P L U M B I N G , S P R I N K L E R , & M E R C H A N D I S E 6 P SF 1 P S F __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO T A L S 15 P S F 6 P S F B. R O O F L I V E L O A D S 1. R O O F 20 P S F ( M I N O R S N O W L O A D ) 2. P O N D I N G 42 P S F ( P E A K ) C. R O O F S N O W L O A D S 1. G R O U N D S N O W L O A D ( P g ) 50 P S F 2. R I S K C A T E G O R Y II I 3. S N O W E X P O S U R E F A C T O R ( C e ) 1. 0 4. R O O F T H E R M A L F A C T O R ( C t ) 1. 0 5. F L A T R O O F S N O W L O A D ( P f ) 50 P S F 3. L A T E R A L L O A D S A. W I N D L O A D S 1. B A S I C W I N D S P E E D ( 3 - S E C O N D G U S T ) - U L T I M A T E D E S I G N W I N D S P E E D 12 0 M P H - B A S I C D E S I G N W I N D S P E E D ( S E R V I C E ) 9 3 M P H 2. W I N D E X P O S U R E C A T E G O R Y C 3. R I S K C A T E G O R Y II I 4. V E L O C I T Y P R E S S U R E E X P O S U R E C O E F F I C I E N T ( K h ) 0 . 9 2 5. I N T E R N A L P R E S S U R E C O E F F I C I E N T ( G C p i ) 0 . 1 8 6. W I D T H O F E D G E Z O N E F O R E X T E R I O R W A L L S , J O I S T S , AN D RO O F A S S E M B L I E S ( a ) 17 F T B. D E S I G N W I N D P R E S S U R E S ( S E R V I C E , B A S E D O N 1 0 0 S F ) (L O A D S I N C L U D E 0 . 6 L O A D C O M B I N A T I O N F A C T O R F R O M A S C E 7- 1 0 , S E C T I O N 2 . 4 . 1 ) ( B A S E D O N 1 0 0 S F ) 1. E X T E R I O R W A L L S - I N T E R I O R Z O N E 18 P S F - C O R N E R Z O N E 20 P S F - P A R A P E T S 34 P S F 2. N E T R O O F U P L I F T (L O A D S S A T I S F Y T H E E Q U A T I O N 0 . 6 D + 0 . 6 W F R O M A S C E 7 -1 0 , SE C T I O N 2 . 4 . 1 ) - J O I S T S 21 P S F 3. R O O F A S S E M B L Y U P L I F T - C O R N E R Z O N E 34 P S F - E D G E Z O N E 34 P S F - I N T E R I O R Z O N E 26 P S F C. S E I S M I C L O A D S ( S E R V I C E ) 1. 5 % D A M P E D M A P P E D A C C E L E R A T I O N P A R A M E T E R ( S s ) 4 4 . 2% 2. 1 - S E C P E R I O D M A P P E D A C C E L E R A T I O N P A R A M E T E R ( S 1 ) 15 . 6 % 3. 5 % D A M P E D S P E C T R A L R E S P O N S E C O E F F . ( S d s ) 0 . 4 2 6 g 4. 1 - S E C P E R I O D S P E C T R A L R E S P O N S E C O E F F . ( S d 1 ) 0 . 2 2 6g 5. S I T E C L A S S D 6. R I S K C A T E G O R Y II I 7. S E I S M I C D E S I G N C A T E G O R Y D 8. B A S I C S T R U C T U R A L S Y S T E M A N D S E I S M I C R E S P O N S E S Y ST E M B E A R I N G W A L L / S P E C I A L RE I N F O R C E D M A S O N R Y S H E A R WA L L 9. A N A L Y S I S P R O C E D U R E EQ U I V A L E N T L A T E R A L F O R C E 10 . S E I S M I C R E S P O N S E C O E F F I C I E N T ( C s ) 0 . 1 0 7 ( S T R E N G TH ) 11 . R E S P O N S E M O D I F I C A T I O N F A C T O R ( R ) 5 . 0 12 . O V E R S T R E N G T H F A C T O R ( Ω o ) 2. 0 13 . D E S I G N B A S E S H E A R ( V ) 0. 0 7 5 W ( S E R V I C E ) AB B R E V I A T I O N S AB A N C H O R B O L T AC I A M E R I C A N C O N C R E T E I N S T I T U T E AF F A B O V E F I N I S H E D F L O O R AI S C A M E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N AI S I A M E R I C A N I R O N A N D S T E E L I N S T I T U T E AR C H A R C H I T E C T U R A L AS T M A M E R I C A N S O C I E T Y F O R T E S T I N G A N D MA T E R I A L S AW S A M E R I C A N W E L D I N G S O C I E T Y BF F B E L O W F I N I S H E D F L O O R BL B L O C K L I N T E L BM B E A M BO B O T T O M O F BO M B O T T O M O F M A S O N R Y BO S B O T T O M O F S T E E L BR G B E A R I N G CJ C O N T R A C T I O N 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 L C O L U M N CO N C C O N C R E T E CO N D C O N D E N S E R U N I T CO N S T C O N S T R U C T I O N CO N T C O N T I N U O U S DI A D I A M E T E R ED C E L E C T R I C A L D I S T R I B U T I O N C E N T E R EF E X H A U S T F A N EI F S E X T E R I O R I N S U L A T I O N A N D F I N I S H S Y S T E M EJ E X P A N S I O N J O I N T EL E L E V A T I O N EL E C E L E C T R I C A L EQ E Q U A L EW E A C H W A Y FD N F O U N D A T I O N FF F I N I S H E D F L O O R FS F A R S I D E FT G F O O T I N G FV F I E L D V E R I F Y GA G A U G E GC G E N E R A L C O N T R A C T O R GY P G Y P S U M B O A R D H H E I G H T HO R I Z H O R I Z O N T A L HS A H E A D E D S T U D A N C H O R HS S H O L L O W S T R U C T U R A L S H A P E IN F O I N F O R M A T I O N IS O I S O L A T I O N JB E J O I S T B E A R I N G E L E V A T I O N JS T J O I S T JT J O I N T KS I K I P S P E R S Q U A R E I N C H L L E N G T H LB P O U N D S LL H L O N G L E G H O R I Z O N T A L LL V L O N G L E G V E R T I C A L LO N G L O N G I T U D I N A L MA X M A X I M U M ME C H M E C H A N I C A L MF R M A N U F A C T U R E R MI N M I N I M U M MI S C M I S C E L L A N O U S MO M A S O N R Y O P E N I N G MT L M E T A L NB P S N O T B Y P R E C A S T S U P P L I E R NI C N O T I N C O N T R A C T NO N U M B E R NS N E A R S I D E NT S N O T T O S C A L E OC O N C E N T E R OD O U T S I D E D I A M E T E R OH O P P O S I T E H A N D OS L O U T S T A N D I N G L E G PA F P O W E R A C T U A T E D F A S T E N E R PC P R E C A S T PC F P O U N D S P E R C U B I C F O O T PL P L A T E PL F P O U N D S P E R L I N E A R F O O T PL U M B P L U M B I N G PM E J P R E M O L D E D E X P A N S I O N J O I N T PS F P O U N D S P E R S Q U A R E F O O T PS I P O U N D S P E R S Q U A R E I N C H QT Y Q U A N I T Y RA C K R E F R I G E R A T I O N R A C K RE F R E F E R T O RE I N F R E I N F O R C I N G RE Q D R E Q U I R E D RE V R E V E R S E RO R O U G H O P E N I N G RT U R O O F T O P U N I T SC H E D S C H E D U L E SD I S T E E L D E C K I N S T I T U T E SI M S I M I L A R SJ I S T E E L J O I S T I N S T I T U T E SP C S S P A C E S SP E C S S P E C I F I C A T I O N S ST R U C S T R U C T U R A L T& B T O P A N D B O T T O M TH K T H I C K N E S S TO T O P O F TO C T O P O F C O N C R E T E TO F T O P O F F O O T I N G TO G B T O P O F G R A D E B E A M TO M T O P O F M A S O N R Y TO S T O P O F S T E E L TO W T O P O F W A L L TR A N S T R A N S V E R S E TY P T Y P I C A L UN O U N L E S S N O T E D O T H E R W I S E VE R T V E R T I C A L W W I D T H WP W O R K P O I N T ISSUE BLOCK 37-3/4 19-3/4 3-1/4 3-13/16 4-15/16 5-1/4 1-15/16 2-1/4 3-11/16 28-1/4 2-9/16 2-5/8 1-11/16 4-9/16 AIR FLOW 3,4,5 & 6 HP LIQUID SUCTION 21-1/8 CL POWER CONNECTIONS (2) 7/8, (1) 1-3/8 & (1) 1-3/4 38-1/4 CL 39-1/8 37-3/4 19-3/4 3-1/4 3-13/16 4-15/16 5-1/4 1-15/16 2-1/4 3-11/16 28-1/4 2-9/16 2-5/8 1-11/16 4-9/16 AIR FLOW 3,4,5 & 6 HP LIQUID SUCTION 21-1/8 CL POWER CONNECTIONS (2) 7/8, (1) 1-3/8 & (1) 1-3/4 38-1/4 CL 39-1/8 Customer:Walmart Heatcraft Worldwide Refrigeration Prepared By:C. Wilkerson Quote No.:707887 R0 Store No.:1878 Sales & Service: (800)866-5596 Date:2/17/2019 Order No.: Location:Rexburg, ID Application Engineering: (800)866-5596 Drawing Ref:Remodel Bohn RCU 1 BZT010M6C Unit #1 Refrigeration Information Unit #1 Physical Information 208/60/3 SINGLE PT. Refrigerant R-407A Unit Dimensions 28.25" D x 37.75" W x 19.75" H MCA 15.0 Suction Temp. °F +31 Unit Weight 209 Lbs MOPD 15.0 Condensing Temp. °F 112 Req'd Capacity (btuh)8,500 Available Capacity (btuh)12,000 Bohn RCU 2 BZT035L6C Unit #2 Refrigeration Information Unit #2 Physical Information 208/60/3 SINGLE PT. Refrigerant R-407A Unit Dimensions 28.25" D x 37.75" W x 19.75" H MCA 29.0 Suction Temp. °F -22 Unit Weight 217 Lbs MOPD 30.0 Condensing Temp. °F 112 Req'd Capacity (btuh)7,700 Available Capacity (btuh)9,300 Revisions Additional Notes Revisions Description Date By *All electric defrost 208-230 Volt ** Shipped Loose for Field Installation ST A T E M E N T O F S P E C I A L I N S P E C T I O N S SP E C I A L I N S P E C T I O N S A R E R E Q U I R E D P E R C H A P T E R 1 7 O F TH E IN T E R N A T I O N A L B U I L D I N G C O D E O R B Y E N G I N E E R O F R E C O R D: 1. P O S T - I N S T A L L E D A N C H O R S - I N T E R I O R S A L E S F L O O R S TO R A G E R A C K O R S H E L V I N G F I X T U R E A N C H O R A G E . PE R I O D I C S P E C I A L I N S P E C T I O N S : NO T E S : 1. S P E C I A L I N S P E C T I O N S N O T E D A B O V E S H A L L B E P R O V I DE D B Y , B U T N O T L I M I T E D T O , T H E O W N E R ' S C O N S T R U C T I O N T E S T I N G L A B O R A T O RY ( C T L ) . R E F E R E N C E S P E C I F I C A T I O N S F O R D E T A I L S . 44 -120 075A FRAME WIDTH (IN INCHES)("24/44" = DESK)FRAME POST WALL THICKNESS (INCHES, 075 = 0.075")FRAME HEIGHT (IN INCHES)(NSF = STEEL CHANNEL POST C3x3.5)BRACK FIXTURE MARK (SHELF CONFIGURATION VARIES -BY OWNER)FRAME POST TYPE, REF SCHEDULE (A = UA)TYP RACK FIXTURE SYMBOLANCHOR BOLT (REF DETAILS)DENOTES RACK FRAME LOCATIONS WITH MISSING OR DAMAGED ANCHOR BOLT(S) AT ONE OR BOTH BASEPLATES. REF PLAN FOR ANCHORAGE NOTES.EXISTING RACK RELOCATED EXISTING RACK EXISTING RACK WITH NEW SHELF CONFIGURATIONNEW RACK EXISTING RACK WITH NEW FRAMES RACK SYMBOL LEGENDB R E F S C H E D U L E V A R I E S VA R I E S PL A N RE F VA R I E S P L A N R E F SH E L V I N G LA Y O U T V A R I E S EL E V A T I O N SI D E V I E W PL A N V I E W AT E A C H FR A M E , T Y P (U N O ) BE N T P L A T E ST I F F E N E R S A T EA C H U P R I G H T FR A M E P O S T , T Y P AT " U S " P O S T 2 ' - 0 " - 4 FX S 1 t - P L A T E / S T R A P T H I C K N E S S hn o m - E M B E D M E N T D E P T H ho - M I N H O L E D E P T H La - L E N G T H O F A N C H O R NO T E : IF C E N T E R L I N E O F A N C H O R B O L T S F A L L S W I T H I N 1 " O F CO N T R O L J O I N T , S H I F T F I X T U R E 2 " ( M A X ) P E R P E N D I C U L A R TO T H E J O I N T , O T H E R W I S E S U B M I T R F I T O T H E A R C H I T E C T FO R A L T E R N A T E I N S T A L L A T I O N B E F O R E I N S T A L L I N G B O L T S . h n o m t L a h o TI G H T E N I N G R E Q U I R E M E N T S : "S N U G -TI G H T " - NO G A P BE T W E E N H E A D O F A N C H O R BO L T A N D B A S E P L A T E O R AN C H O R S T R A P . NO T E : AL L A N C H O R B O L T S S H A L L B E D E W A L T S C R E W B O L T + . T H E AN C H O R S M U S T B E I N S T A L L E D I N A C C O R D A N C E W I T H T H E MA N U F A C T U R E R ' S P U B L I S H E D I N S T A L L A T I O N I N S T R U C T I O N S AN D P E R I C C E S R -38 8 9 R E P O R T . ( I N C A S E O F C O N F L I C T , T H E IC C E S R -38 8 9 G O V E R N S ) . R E F A N C H O R D E T A I L S F O R DI A M E T E R A N D E M B E D M E N T . NO T E S : 1. PR O V I D E S I Z E A N D Q U A N T I T Y O F A N C H O R S A S N O T E D A B O V E A T E A C H U P R I G H T F R A M E P O S T . 2. W H E N B A S E P L A T E C O N T A I N S G R E A T E R N U M B E R O F B O LT H O L E S T H A N A N C H O R S S P E C I F I E D : a. A D D I T I O N A L H O L E S I N B A S E P L A T E N E E D N O T B E F I L L ED W I T H A N C H O R B O L T S . b. A T ( 4 ) H O L E B A S E P L A T E S : P L A C E A N C H O R B O L T ( S ) I N H O L E ( S ) C L O S E S T T O C E N T E R L I N E OF R A C K U P R I G H T P O S T . 3. P R O V I D E W A S H E R S A S R E Q U I R E D T O E S T A B L I S H R E Q U IR E D E M B E D M E N T D E P T H , " h n o m " . BA S E P L A T E AN D F R A M E B Y RA C K S U P P L I E R 3" 1 3 / 4 " 9/ 1 6 " D I A 1 3 / 4 " 9/ 1 6 " 7 / 8 " BA S E P L A T E : " O G P " P O S T (1 ) A N C H O R B O L T ( S ) P E R B A S E P L A T E : 3 / 8 " D I A DE W A L T S C R E W B O L T + , R E F hn o m = 2 " , h o = 2 1 / 2 " , ( " O G P " P O S T O N L Y ) . - 3 FX S 1 1 GHH.8 X.1OGP2OGP2 OGP2 OGP2 OGP2 OGP2 OGP2 OGP246-90 OGP SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSE PROTO:JOB NUMBER:STORE NO: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.ISSUE BLOCK C : \ R a n d a l l R e v i t F i l e s \ 1 8 7 8 _ R E X B U R G _ I D _ F X S _ S T R U C _ V 1 8 _ R a n d a l l R i c e . r v t 3 / 5 / 2 0 1 9 1 1 : 1 4 : 4 2 A M FXS1FIXTUREANCHORAGEPLANDETAILS AND NOTES02/18/19PMREXBURG, ID 18592170REXBURG, ID 02/18/19 DW/CJJ1878.237LC 01/15/19 GE N E R A L N O T E S 1. 0 G E N E R A L 1. 1 A L L F I X T U R E S S H A L L B E D E S I G N E D T O M E E T A L L B U I L D IN G C O D E R E Q U I R E M E N T S . 1. 2 T H E B A S E A N C H O R A G E , M E M B E R S A N D C O N N E C T I O N S F O R TH E F I X T U R E S S H O W N O N T H I S I N S T A L L A T I O N D R A W I N G H A V E B E E N D E S I G N E D TO R E S I S T D E S I G N W I N D / S E I S M I C L A T E R A L F O R C E S F O R T H E B U I L D I N G C O D E S N O T E D I N T H E " D E S I G N L O A D S " T A B L E ON T H I S S H E E T . IN S T A L L A T I O N O F T H E F I X T U R E S S H A L L M E E T T H E L A Y O U T SH O W N O N T H E F I X T U R E L A Y O U T P L A N , P R O V I D E D B Y O W N E R . 2. 0 S L A B A N D F O U N D A T I O N A S S U M P T I O N S 2. 1 S L A B O N G R A D E I S A S S U M E D T O H A V E A M I N I M U M O F 3 , 00 0 P S I C O M P R E S S I V E S T R E N G T H . 2. 2 T H E S L A B O N G R A D E I S A S S U M E D T O B E A M I N I M U M O F 4 I N C H E S T H I C K ( 5 1 / 2 I N C H E S T H I C K M I N I M U M A T T H E E XT E R I O R G A R D E N C E N T E R AN D S T O R A G E A R E A S ) , U N R E I N F O R C E D A N D P L A C E D O V E R A MI N I M U M O F 4 I N C H E S O F D R A I N A G E F I L L . 2. 3 T H E S L A B O N G R A D E I S D E S I G N E D T O B E A R O N A S U B G R AD E R E A C T I O N M O D U L U S O F 1 5 0 P C I M I N I M U M . 3. 0 M A T E R I A L F O R R A C K S A N D A N C H O R A G E 3. 1 A L L A N C H O R S T O T H E S L A B S H A L L B E A S N O T E D O N T H E SE P L A N S . 3. 2 O W N E R I S T O P R O V I D E M A I N T A I N E N C E P E R R M I 1 . 4 . 1 . 3. 3 R A C K I N S T A L L E R S H A L L O B T A I N O U T - O F - P L U M B I N S T A L L AT I O N T O L E R A N C E F R O M F I X T U R E S U P P L I E R P R I O R T O I N S T AL L A T I O N - R M I 2 0 1 2 , SE C T I O N 1 . 4 . 1 1 . 1 . 3. 4 N O F I E L D W E L D I N G I S P E R M I T T E D . A L L W E L D I N G S H A L L B E P E R F O R M E D B Y C E R T I F I E D W E L D E R S , I N A N A P P R O V E D SH O P . U S E E 7 0 x x W E L D RO D S O R E Q U A L T O T E N S I L E S T R E N G T H O F B A S E M E T A L O F W E L D M E N T S . P E R A W S D 1 . 1 O R D 1 . 3 . 3. 5 P R O V I D E 6 " A T 1 2 0 " T A L L R A C K S A N D 4 1 / 2 " A T R A C K S L E S S T H A N 1 2 0 " ( O R E Q U A L T O 5 % O F T H E U P R I G H T F R A ME H E I G H T ) M I N I M U M CL E A R A N C E B E T W E E N O T H E R R A C K F I X T U R E S O R A D J A C E N T B UI L D I N G E L E M E N T S P E R A S C E 7 - 1 0 , S E C T I O N 1 5 . 5 . 3 . 8 . 4. 0 R O L E S A N D R E S P O N S I B I L I T I E S F O R D E M O L I T I O N A N D I N ST A L L A T I O N O F S H E L V I N G A N D R A C K I N G F I X T U R E S 4. 1 G E N E R A L C O N T R A C T O R T O A N C H O R A L L S H E L V I N G A N D R A CK I N G F I X T U R E S A C C O R D I N G T O T H E R E Q U I R E M E N T S N O T E D ON S H E E T F X S 1 . 4. 2 F I X T U R E A N C H O R I N G S H A L L B E A C C O M P L I S H E D S I M U L T A N EO U S L Y W I T H F I X T U R E I N S T A L L A T I O N . 4. 3 G E N E R A L C O N T R A C T O R S H A L L I N S U R E T H A T P R O P E R P R O C ED U R E S A N D W O R K S E G R E G A T I O N A R E I N P L A C E D U R I N G A L L F I X T U R E AN C H O R I N G P R O C E D U R E S . 4. 4 G E N E R A L C O N T R A C T O R T O C L E A N A L L R E S I D U E F R O M S U R RO U N D I N G F I X T U R E S A N D A R E A A S A N C H O R I N G I S C O M P L E T E D ( C L E A N A S Y O U GO ) . 4. 5 G E N E R A L C O N T R A C T O R I S T O P E R F O R M A L L R E M O V A L A N D I N S T A L L A T I O N O F A N C H O R S T R A P S A N D / O R B O L T S A T F I X T UR E S R E Q U I R I N G PE R M A N E N T O R T E M P O R A R Y R E L O C A T I O N . DE S I G N L O A D S 1. C O D E 20 1 5 I B C 2. G R A V I T Y L O A D S A. R E F E R T O M A N U F A C T U R E R ' S R A T E D L O A D S . 3. L A T E R A L L O A D S A. S E I S M I C L O A D S 1. 5 % D A M P E D S P E C T R A L R E S P O N S E C O E F F ( S d s ) 0 . 4 2 6 g 2. 1 - S E C P E R I O D S P E C T R A L R E S P C O E F F ( S d 1 ) 0. 2 2 6 g 3. S I T E C L A S S ( A S S U M E D ) D 4. S E I S M I C D E S I G N C A T E G O R Y D 5. N O N - B U I L D I N G S T R U C T U R A L S Y S T E M A N D S E I S M I C RE S I S T I N G S Y S T E M ST E E L S T O R A G E R A C K S 6. R E S P O N S E M O D I F I C A T I O N F A C T O R ( R ) 4. 0 7. O V E R S T R E N G T H F A C T O R ( Ω o ) 2. 0 8. I M P O R T A N C E F A C T O R ( I p ) - S A L E S F L O O R A R E A 1. 5 ( P U B L I C A C C E S S A R E A ) - S T O R A G E A R E A 1. 0 ( N O P U B L I C A C C E S S ) 9. A N A L Y S I S P R O C E D U R E ( A S C E - 7 , S E C T . 1 2 . 8 & 1 5 . 5 ) E QU I V A L E N T L A T E R A L F O R C E 10 . D E S I G N B A S E S H E A R ( P E R 2 0 1 2 R M I ) - S A L E S F L O O R R A C K S 0. 1 6 0 W ( P U B L I C A C C E S S A R E A ) - S T O R A G E A R E A R A C K S 0. 1 0 7 W ( N O P U B L I C A C C E S S ) RACK FIXTURE SCHEDULE FIXTURE MARKFIXTURE DESCRIPTIONFIXTURE HEIGHT FRAME MARKMAX SHELF LOAD (LBS)FRAME COUNT OGP2 STORAGE RACK 90" FRAME 46-90 OGP 600 10 AN C H O R A G E B I L L O F M A T E R I A L S US A G E M A T E R I A L T Y P E C O U N T AN C H O R D E W A L T S C R E W B O L T + - 3 / 8 " D I A M E T E R x 2 1 / 2 " ( PF M 1 4 1 1 2 2 0 ) 2 0 NO T E S : 1. A N C H O R B O L T S A N D S T R A P S N O T E D A B O V E A R E F U R N I S H ED B Y A N D I N S T A L L E D B Y T H E G E N E R A L C O N T R A C T O R ( G C ) . AN C H O R S T R A P S U P P L I E R C O N T A C T I N F O R M A T I O N : LO Z I E R : J O S H G O E D K E N , j o s h u a . g o e d k e n @ l o z i e r . b i z , ( 4 02 ) 4 5 7 - 8 3 7 9 MA D I X : C H E R I B A G L E Y , c b a g l e y @ m a d i x i n c . c o m , ( 2 5 6 ) 83 9 - 6 3 5 4 2. 3/ 1 6 " = 1 ' - 0 " 2 ST O R A G E A R E A A N D SA L E S F L O O R R A C K E L E V A T I O N S 12 " = 1 ' - 0 " 3 AN C H O R B O L T D E T A I L 1 1 / 2 " = 1 ' - 0 " 4 TY P I C A L A N C H O R A T R A C K F R A M E S 1" = 10'-0"13 FIXTURE ANCHORAGE PLAN X X X X X X X X X X X X X X X X X X X X STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS S T S S T S S T S STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS W W W W W W W W W W W W W W W W W W W W W SS SS SS SS S S S S 20' BLDG SETBACK EXISTING BUILDING AREA: 189,543 S.F. PRIVATE ROAD 1 5 ' W A T E R E A S E M E N T 14 SUPERCENTER #1878-233 303 E MOODY ROAD EXISTING BUILDING AREA: 189,543 S.F. C-182-SGR-QR W X X X X X X X X X X X X X X X X X X X X STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS S T S S T S S T S STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS W W W W W W W W W W W W W W W W W W W W W SS SS SS SS S S S S 20' BLDG SETBACK EXISTING BUILDING AREA: 189,543 S.F. PRIVATE ROAD 1 5 ' W A T E R E A S E M E N T SUPERCENTER #1878-233 303 E MOODY ROAD EXISTING BUILDING AREA: 189,543 S.F. C-182-SGR-QR R10'R10' SUPERCENTER #1878-233 303 E MOODY ROAD EXISTING BUILDING AREA: 189,543 S.F. C-182-SGR-QR Ga l l o w a y U S . c o m 61 6 2 S . W i l l o w D r i v e , S u i t e 3 2 0 Gr e e n w o o d V i l l a g e , C O 8 0 1 1 1 30 3 . 7 7 0 . 8 8 8 4 VICINITY MAP NOT TO SCALE DEMOLITION PLAN SCALE: 1" = 10' SITE PLAN SCALE: 1" = 10' SITE PLAN C1 SITE SITE NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 8.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 4.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING UTILITIES. 5.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIES TO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 8.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 10.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP). 12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 13.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA. 14.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 15.ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANY STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNER PRIOR TO STOCKPILING. 16.QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALL VERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN. 17.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCE ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. 1 inch = 10 ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 405 LEGEND CURB & GUTTER TO REMAIN CURB AND GUTTER TO BE REMOVED PROPOSED CURB AND GUTTER EXISTING TO REMAIN ASPHALT PAVEMENT TO REMAIN ASPHALT PAVEMENT TO BE REMOVED PROPOSED CONCRETE SIDEWALK PROPOSED STD. DUTY ASPHALT PAVEMENT PROPOSED HVY DUTY ASPHALT PAVEMENT EXISTING LANDSCAPE DEMO AREA EXISTING BUILDING TO REMAIN PROPOSED SAWCUT LINE LIMITS OF CONSTRUCTION EXISTING OGP CANOPY EXISTING SETBACK TO REMAIN EXISTING EASEMENT TO REMAIN EXISTING FENCE TO REMAIN EXISTING WATER LINE TO REMAIN EXISTING SANITARY SEWER LINE TO REMAIN. EXISTING SANITARY STRUCTURE TO REMAIN. EXISTING STORM LINE TO REMAIN EXISTING STORM INLET TO REMAIN EXISITING SIGN TO REMAIN EXISTING LIGHT POLE TO REMAIN PROPOSED SITE BOLLARD EXISTING WATER VALVE TO BE REMOVED PROPOSED WATER VALVE EXISTING FIRE HYDRANT TO BE REMOVED PROPOSED FIRE HYDRANT X X WV DYH EXISTING CURB & GUTTER TO BE REMOVED. EXISTING LANDSCAPE CURB TO BE REMOVED. EXISTING LANDSCAPING TO BE REMOVED. EXISTING ASPHALT PAVEMENT TO BE REMOVED. EXISTING OGP LOGO TO BE REMOVED. EXISTING STRIPING TO BE REMOVED. EXISTING FIRE HYDRANT TO BE REMOVED/RELOCATED. EXISTING FIRE HYDRANT LEAD TO BE REMOVED. EXISTING VALVE TO BE REMOVED. EXISTING CONCRETE WALK TO BE REMOVED. EXISTING STORM LINE TO REMAIN. EXISTING STORM INLET TO REMAIN. EXISTING SANITARY SEWER TO REMAIN. EXISTING SANITARY STRUCTURE TO REMAIN. EXISTING STRIPING TO REMAIN. EXISTING CURB AND GUTTER TO REMAIN. EXISTING LIGHT POLE TO REMAIN. PROPOSED SAWCUT LINE. PROPOSED ASSOCIATE PATH STRIPING. REF. SITE DETAILS. PROPOSED CURB & GUTTER. REF. SITE DETAILS. PROPOSED LANDSCAPE CURB. REF. SITE DETAILS. PROPOSED CONCRETE SIDEWALK. REF. SITE DETAILS. PROPOSED SITE BOLLARD. REF. SITE DETAILS. PROPOSED CONCRETE RAMP. PROPOSED BUILDING EXPANSION. REF. ARCH. PLANS. PROPOSED STD. DUTY ASPHALT PAVEMENT. REF. SITE DETAILS. PROPOSED 8" DUCTILE IRON FIRE HYDRANT LEAD. REF. SITE DETAILS. (PER ISPWC STDS.) PROPOSED RELOCATED FIRE HYDRANT. REF. SITE DETAILS. (PER ISPWC STDS.) PROPOSED 8" GATE VALVE. REF. SITE DETAILS. (PER ISPWC STDS.) PROPOSED 8" TEE. (PER ISPWC STDS.) PROPOSED HVY. DUTY ASPHALT PAVEMENT. REF SITE DETAILS. DEMOLITION/SITE PLAN SCHEDULE 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 9 20 21 22 23 24 25 GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. W 26 SS CO SS 27 28 29 1 TYP. 1 TYP. 2 TYP. 2 TYP. 30 3 3 3 4 4 5 6 6 6 7 8 9 10 11 12 11 13 13 15 16 16 16 17 18 6 18 18 18 18 18 18 18 19 19 20TYP.20 TYP. 22 23 TYP. 24 25 21 26 26 26 26 27 28 29 30 3 1 A 2 3 4 B C N S A L E M R O A D PRIVATE ROAD E 2000 N R10' R2' 31 31 2 5 ' 16' 5' 5' 4 0 ' 5' 03/05/2019 STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS S T S S T S S T S S T S S T S S T S S T S STS STS STS STS STS STS S T S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S 1 5 ' W A T E R E A S E M E N T 48 8 0 4 8 8 0 4879 4 8 7 9 4880 78 4880 BOR 79.53 BOR 79.53 EOA79.55 EOA79.55 ME/TBC 80.06 ME/FL 79.56 ME/LOG79.48 ME79.63 FL 78.88 TBC 79.38 LOG 79.00 ME 79.40 TBC78.60 FL78.10 LOG78.22 ME/TBC78.49 ME/FL77.99 ME/LOG 78.00 ME 78.02 ME 78.35 ME 78.60 79.69 ME 79.73 ME/LOG 79.75 ME/FL79.73 ME/TBC80.23 TBC80.62 FL80.12 LOG80.24 TBC 80.38 FL 79.88 LOG 79.76 ME 79.53 ME/TBC 80.30 ME/FL 79.80 ME/LOG79.67 ME79.70 ME79.44 ME79.38 ME 79.18 ME/FL 79.55 ME 79.46 ME/TBC 79.88 ME 79.94 79.69 79.45 79.94 79.94 79.46 79.42 FFE79.94FFE79.94 TOR/FFE79.94 TOR/FFE79.94 2.15 % 2.80% 3.85% 3.93 % 2 . 7 1 % 1.71% 5.21% 3.6 7 % 2 . 7 8 % 1 . 8 6 % 2 . 4 3 % 2. 6 3 % 2 . 4 4 % 2 . 7 8 % 2.7 6 % 5. 1 8 % 3.1 1 % 1.10% 1.18% 1.13% 0.53 % 1.65% 3. 3 7 % 3.12% 1 . 8 6 % 3 . 5 6 % 2. 3 6 % 2.38 % 2 . 1 9 % 2.36% 0.54 % 0 . 5 4 % 5.35% 3. 1 3 % ME78.55 ME 79.41 PROPOSED BUILDING EXPANSION BUILDING FFE: 4879.94 8.20% ME/FL 79.60 FL79.62 79 79 4880 4 8 8 0 SUPERCENTER #1878-233 303 E MOODY ROAD EXISTING BUILDING AREA: 189,543 S.F. C-182-SGR-QR EXISTING SDCB RIM =4877.77 Ga l l o w a y U S . c o m 61 6 2 S . W i l l o w D r i v e , S u i t e 3 2 0 Gr e e n w o o d V i l l a g e , C O 8 0 1 1 1 30 3 . 7 7 0 . 8 8 8 4 GRADING NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BID. 3.CONTRACTOR MUST OBTAIN ALL STATE AND CITY STORM WATER DISCHARGE AND EROSION CONTROL PERMITS PRIOR TO ANY DISTURBANCE AND/OR GRADING ACTIVITY. 4.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 5.EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. 6.PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. 7.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND//OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. 9.CONTRACTORS SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 10.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 12.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 13.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 14.GC TO MAINTAIN EGRESS PATH AND FIRE LANE DURING CONSTRUCTION WHEN WORK IS NOT BEING CONDUCTED. LIMIT DISRUPTION OF EXIT AND FIRE LANE DURING CONSTRUCTION. IF WORK REQUIRES THE BLOCKAGE OF THE DOOR OR FIRE LANE, NOTIFY THE STORE MANAGER AND COORDINATE WITH THE FIRE DEPARTMENT. 15.THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS. 16.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. 17.GENERAL CONTRACTOR TO PROVIDE BARRICADE PROTECTION WITH FLASHING LIGHTS AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK. 18.CONTRACTOR RESPONSIBLE FOR ALL WORK NECESSARY FOR FINAL ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY, INCLUDING BUT NOT LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING REPORTS AND CERTIFICATIONS. 19.ELEVATIONS FOR THE SITE WERE ESTABLISHED USING NAVD88 VERTICAL DATUM. 20.ADD 4800 TO ALL SPOT ELEVATIONS. 1 inch = 5 ft. ( IN FEET ) GRAPHIC SCALE 05 5 10 202.5 LEGEND PROPOSED CURB AND GUTTER EXISTING TO REMAIN EXISTING BUILDING TO REMAIN PROPOSED SAWCUT LINE EXISTING WATER LINE TO REMAIN EXISTING SANITARY SEWER LINE TO REMAIN. EXISTING SANITARY STRUCTURE TO REMAIN. EXISTING STORM LINE TO REMAIN EXISTING STORM INLET TO REMAIN EXISITING SIGN TO REMAIN EXISTING LIGHT POLE TO REMAIN EXISTING WATER VALVE TO BE REMOVED PROPOSED WATER VALVE EXISTING FIRE HYDRANT TO BE REMOVED PROPOSED FIRE HYDRANT WV DYH W SS CO SS GRADING LEGEND PROPOSED SPOT ELEVATION MATCH EXISTINGME 30.00 6030 6029 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FFE FINISHED FLOOR ELEVATION BR BOTTOM OF RAMP FLOWLINEFL TR TOP OF RAMP TBC TOP BACK OF CURB EXISTING SLOPE2.00% LOG LIP OF GUTTER GRADING PLAN SCALE: 1" = 5' EXISTING SLOPE2.00%GRADING PLAN C2 1 A 2 03/05/2019 Ga l l o w a y U S . c o m 61 6 2 S . W i l l o w D r i v e , S u i t e 3 2 0 Gr e e n w o o d V i l l a g e , C O 8 0 1 1 1 30 3 . 7 7 0 . 8 8 8 4 PAINTED SAFETY YELLOW 4" TYP 6 " T Y P 5' - 0 " 2'-0" TYP NOTE: GUTTER SLOPE TO MATCH 1" MAX. RADIUS 1/2" MIN. RADIUS 1" MAX. RADIUS 1/2" MIN. RADIUS N.T.S. 18" MIN. 24" MAX. FA C E O F C U R B BA C K O F C U R B 12 " 6" 6" 6" 17" MAX. 11" MIN. 1" SEE PAVING DETAILS FOR SUBGRADE AND COMPACTION ASPHALTIC CONCRETE PAVING PAVEMENT SECTIONS, SUBBASE, REQUIREMENTS. CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. P.C. CONCRETE ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 12" N.T.S. VALVE BOX AS SPECIFIED BY CITY FINISH GRADE M.J. TEE REFER TO THRUST BLOCKING DETAIL FOR THRUST BLOCKING REQUIREMENTS DRAIN-KEEP CLEAR BETWEEN CONC. (TYPICAL) & DUCTILE IRON OF CONCRETE 8 MIL POLY- ETHYLENE LINING 6 CU. FT. GRAVEL AS SPECIFIED FIRE HYDRANT BY CITY 6" M.J. GATE VALVE12" SUPPORT CONCRETE 6" D.I. GLAND RETAINING W/RETAINING GLANDS RETAINING GLAND AROUND ALL VALVE THK. CONC. COLLAR BOXES PROVIDE 2' DIA. X 6" REFER TO THRUST BLOCKING DETAIL FOR THRUST BLOCKING REQUIREMENTS 3' MIN. OR MIN. AS REQUIRED BY LOCAL CODE CURB MIN. CLEARANCE IS MEASURED FROM BACK OF CURB IN ALL LANDSCAPED AREAS (SHOWN) DRIVE AISLES OR BOLLARDS OTHERWISE MEASURED FROM PLAN VIEW IN PAVED AREAS: NOTE: 1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND APPURTENANCES N.T.S. SLOPE SLOPE 2' SQ x 6" THICK CLASS B CONCRETE PAD TAMP BACKFILL VALVE BODY AND DEPTH OF BURY VALVE BOX TO SUIT VALVE WATER PIPE ADJUST TOP SECTION TO FINISH GRADE VALVE BOX TO BE ENTIRELY SUPPORTED BY CONCRETE BLOCKS OR BRICKS TO SUIT. VALVE BOX MUST NOT BEAR ON VALVE OR PIPE. 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV-A COMPACTED TO 95% STANDARD 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-89. 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE > O.D. OF PIPE + 18">12" 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE CLASS I-B COMPACTED TO 85% STANDARD PROCTOR. 3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS III COMPACTED TO 90% STANDARD PROCTOR. 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED AS NOTED IN NOTES 3. AND I-A OR CLASS I-B OR CLASS II COMPACTED TO BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE 4. 85% PROCTOR. N.T.S. N.T.S. SPECIFICATIONS) GENERAL NOTES PROCTOR. OPTIMUM MOISTURE CONTENT. LARGER THAN 3". MI N . FILL COMPACTED UNDISTURBED EARTH OR LINE SPRING PIPE 4" 6" O.D. W O.D. OF PIPE + (12" TO 18")<12" PIPE DIA. (MIN.) INITIAL HAUNCHING 4" BEDDING BACKFILL W FINAL BACKFILL BY ENGINEERS. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. 1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2. WRAP ALL FITTINGS WITH VISQUEEN. 3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. 6. REACTION BACKING TABLE IS BASED ON ____ P.S.I. AND SOIL BEARING PRESSURE 7. ALL CONCRETE SHALL BE 2500 P.S.I. 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. OF _____ lb./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED TRENCH WALL TRENCH WALL CONCRETE N.T.S. (BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT) (BLOCKING HEIGHT GREATER THAN PIPE O.D.) HORIZONTAL THRUST BLOCKING REQUIRED SQ. FT. OF UNDISTURBED TYPE OF FITTINGS 90° EARTH WALL FOR REACTION BACKINGCONCRETE C O N C R E T E PLUGSIZE TEE &PIPE TRENCH WALL UNDISTURBED EARTH WALL UNDISTURBED EARTH WALL CONCRETE (ALL BENDS SIMILAR) C O N C R E T E /45°22 1 BENDS 4°2°11 1/ UPWARD THRUST BLOCKING (REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE 6. REACTION BACKING TABLE IS BASED ON ____ P.S.I. AND SOIL BEARING PRESSURE 4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. OF _____ lb./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 7. ALL CONCRETE SHALL BE 2500 P.S.I. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. N.T.S. CONC. 3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 2. WRAP ALL FITTINGS WITH VISQUEEN. 1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE BY ENGINEERS. CONC.PIPE SIZE QTY. REINF 90° BEND C.Y.SIZE QTY. REINF 45° BEND C.Y.SIZE QTY. 22 BEND2°/ CONC. C.Y. 1 REINF SIZE QTY. 11 BEND/4° CONC. C.Y. 1 REINF SIZE (SEE HORIZONTAL BLOCKING DETAIL) CONCRETE VOLUME AND SEE CHART BELOW FOR CONTINUOUS REINFORCING BARS AROUND PIPE FITTING #5 BARS WITH BOLTING OPERATIONS. WITHOUT INTERFERING MAXIMUM WIDTH 8" MIN. 12" MAX. CONCRETE (ALL BENDS SIMILAR) N.T.S. P.C.CONC. 8" SCARIFIED & RECOMPACTED SOIL 1.5" ACC SURFACE COURSE 6" AGGREGATE BASE COURSE 2" ACC BINDER COURSE 12" 12" STRUCTURAL FILL REF. REVISED FINAL GEOTECHNICAL STUDY REPORT BY KLEINFELDER WEST INC. PROJECT NO.:60746 (001) DATED:JULY 7TH, 2009 PAINTED TRAFFIC YELLOW ALL PIPES SHALL BE C SY M . A B O U T L PAVEMENT OR FINISHED GRADE FILL POST w/ CONCRETE 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. NOTE: (TYP.) CONCRETE MINIMUM 3500 PSI P.C.WH E N I N G R O U P S N.T.S. 1'-6" 4' - 0 " 8- 0 " 2'-0" 3"MIN. OVER FOOTING 3" COVER N.T.S. NOTES: 1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3.INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. 4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 1. SEE PLAN FOR JOINT SPACING. NOTE: (FIRST PLACEMENT)(SECOND PLACEMENT) 6"6" MIN. EXISTING PAVEMENT NEW PAVEMENT DOWEL CLIP BY PNA 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. PCC JOINT DETAIL BLOW-UP 3/4" SQUARE DOWEL FOR 6" THICK PAVEMENTS. 1/2" SQUARE DOWEL FOR 4" TO 5" THICK PAVEMENTS. SPACE DOWELS AT 18" O.C. DO NOT GREASE DOWEL. APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. ENSURE GROUT IS FLUSH WITH FACE OF EXISTING SLAB. DRILL 1-1/4" DIA. HOLE FOR 3/4" DOWEL AND 1" DIA. HOLE FOR 1/2" DOWEL AND INSTALL DOWEL WITH NON-SHRINK GROUT. SAWCUT FULL DEPTH OF SLAB A DISTANCE BACK FROM EXISTING EDGE TO ENSURE A STRAIGHT EDGE ALONG ENTIRE LENGTH OF PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SAWCUTTING. EQ EQ 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. PCC JOINT DETAIL BLOW-UP APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. PA V E M E N T TH I C K N E S S (S E E P L A N ) EQ EQ PCC JOINT DETAIL BLOW-UP PA V E M E N T TH I C K N E S S (S E E P L A N ) TOP OF PAVEMENT 1/ 8 " T/2 BUT NOT LESS THAN 1/4" CLOSED CELL BACKER ROD. TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH. PAVEMENT SEALANT 1/8" FIRST SAWCUT 1/4" SECOND SAWCUT (IF REQUIRED) WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE A 1/4 " JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MANUFACTURER’S RECOMMENDATIONS. T 3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS AND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICK PAVEMENTS. DOWELS TO BE 10" LONG CENTERED WITH JOINT SPACED AT 18" ON CENTER. DOWEL TO BE INSTALLED IN FORM WITH AN APPROVED ALIGNMENT DEVICE. LIGHTLY OIL FULL LENGTH OF DOWEL. NOTE: PROVIDE 1/2" EXPANSION (TYP)NOTE: 6 x 6 - W1.4 X W1.4 WWF EACH WAY MAX. SPACING, OR WILL BE No. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT 90% STD. PROCTOR (TYP) COURSE COMPACTED TO 4" AGGREGATE BASE N.T.S. (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' 4" 4" 2" (TYP) PC CONCRETE6" TYP (TYP) 2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R (TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK SITE DETAILS C3 N.T.S. P.C.CONC. 8" SCARIFIED & RECOMPACTED SOIL 2" ACC SURFACE COURSE 6.5" AGGREGATE BASE COURSE 2" ACC BINDER COURSE 12" 12" STRUCTURAL FILL REF. REVISED FINAL GEOTECHNICAL STUDY REPORT BY KLEINFELDER WEST INC. PROJECT NO.:60746 (001) DATED:JULY 7TH, 2009 03/05/2019