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Home My WebLink AboutREDLINED PLANS - 22-00059 - Java EspressAuthor Name Author Email Author Phone No.: Alex Owens Alex.Owens@rexburg.org 208-372-2330 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Java Espress Address : 565 N 2nd E Application Type : Document Filename : Rexburg Full Set_01-06-22.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G1.1 Free text Cody Jones : Building Open 1 Risk category II? G1.2 Free text Cody Jones : Building Open 2 Seating at tables, counters, and work areas to comply with section 1109.9 C-03 Free text Cody Jones : Building Open 6 All sidewalks need to have less than 2% cross slope. A1.1-Floor Plan Free text Cody Jones : Building Open 9 Exit lighting and Exit signs comply with sections 1008 and 1013. A1.2-Floor Framing Plan Free text Cody Jones : Building Open 10 Need to have Envelope COMM check or a prescriptive insulation formed signed from our office. A8.1-Door_Frame Types & Notes Free text Cody Jones : Building Open 18 2018 IBC A8.1-Door_Frame Types & Notes Free text Cody Jones : Building Open 18 2018 IBC A8.1-Door_Frame Types & Notes Free text Cody Jones : Building Open 18 2018 A8.1-Door_Frame Types & Notes Free text Cody Jones : Building Open 18 2018 # 22-00059 New Commercial Building Report Date: 02.09.2022 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A8.1-Door_Frame Types & Notes Free text Cody Jones : Building Open 18 2018 S0.0 Free text Cody Jones : Building Open 20 Special inspector needed for welding and bolt ups. Need to identify. S0.0 Free text Cody Jones : Building Open 20 Grade needs to slope away 6" in first 10'. S0.0 Free text Cody Jones : Building Open 20 Ground snow load of 50 psf. SD1.0 Free text Cody Jones : Building Open 25 City ordinance call for top horizontal to be in the top 6" G1.1 Callout Alex Owens : Electrical Open 1 All electrical work must be in accordance with the 2017 NEC. E3.0 Callout Alex Owens : Electrical Open 37 2017 NEC requires #6 Cu for ground rods, #4 Cu for concrete encased electrode. Please verify with engineer that this is what he would like to see. E3.0 Free text Alex Owens : Electrical Open 37 Provide available fault current calculation to verify service AIC rating is adequate. Report Date: 02.09.2022 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) 102 LEASE NAME 301 G 1 . 1 C O V E R S H E E T J A V A C O F F E E E S P R E S S 5 6 5 N O R T H 2 N D E A S T R E X B U R G , I D A H O 8 3 4 4 0 ARCHITECTALC ARCHITECTURE301 PARK AVENUEIDAHO FALLS, IDAHO 83402PH. (208) 522-0088CONTACT: ROBERT FEHRENBAC K E R , ERIC ANDERSONrobertf@alcarchitecture.comeric@alcarchitecture.com JURISDICTION: R E X B U R G , I D A H O OCCUPANCY GROUP: B , P E R S E C T I O N I B C 3 0 3 . 1 . 1 CONSTRUCTION TYPE: T Y P E V - B S M A L L B U I L D I N G AREA: A C T U A L = 7 9 5 S Q U A R E F E E T A L L O W A N C E = 9 , 0 0 0 S Q U A R E F E E T OCCUPANT LOAD:KITCHEN: 7 9 5 S F / 2 0 0 G R O S S = 4 O C C U P A N T S ASSEMBLY: (INDOOR & O U T D O O R S E A T I N G ) (UNCONCENTRATED): 7 7 S F / S T A T E D O C C = 6 O C C U P A N T S TOTAL: 1 0 O C C U P A N T S HEIGHT: A C T U A L = 1 9 ' - 2 " A L L O W E D = 4 0 ' - 0 " FIRE ALARM: N O FIRE SPRINKLER: N O AREA REQUIREMENTS:SEISMIC DESIGN CATEGORY – D GROUND SNOW – 50 LBS. PE R S Q . F T . ROOF SNOW LOAD – 35 LBS. P E R S Q . F T . WIND LOAD – 90 MPHFROST DEPTH – 36” F I R E R E S I S T A N C E R A T I N G : P E R T A B L E 6 0 1 P R I M A R Y S T R U C T U R A L F R A M E = 0 H O U R B E A R I N G W A L L S - E X T E R I O R = 0 H O U R - I N T E R I O R = 0 H O U R N O N B E A R I N G W A L L S & P A R T I T I O N S - E X T E R I O R = S E E T A B L E 6 0 2 - I N T E R I O R = 0 H O U R F L O O R C O N S T R U C T I O N & A S S O C I A T E D S E C O N D A R Y M E M B E R S = 0 H O U R S R O O F C O N S T R U C T I O N & A S S O C I A T E D S E C O N D A R Y M E M B E R S = 0 H O U R S P L U M B I N G A N A L Y S I S : P E R I B C C H A P T E R 2 9 B - B U S I N E S S W A T E R C L O S E T L A V A T O R Y D R I N K I N G S E R V I C E F O U N T A I N S I N K M F M F R E Q U I R E D * 1 / 2 5 1 / 4 0 N / A ( f ) N / A ( g ) P R O V I D E D 1 1 0 1 * P E R I B C 2 9 0 2 . 2 . 2 - S E P A R A T E F A C I L I T I E S S H A L L N O T B E R E Q U I R E D I N S T R U C T U R E S O R T E N A N T S P A C E S W I T H A T O T A L O C C U P A N T L O A D , I N C L U D I N G E M P L O Y E E A N D C U S T O M E R S , O F 1 5 O R L E S S . 1.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THEINTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES ANDREGULATIONS2.THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH ALL WORK.3.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WHERE ANYCONFLICTS OCCUR WITH THE CONSTRUCTION DRAWINGS.4.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THECONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.5.THE DRAWINGS SHALL NOT BE SCALED6.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TOPERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENTIS NOT SPECIFIED AND WHERE SUCH INSTALLATION / CONNECTION IS REQUIREDFOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELPRESPONSIBLE FOR SUCH INSTALLATION / CONNECTION.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION BRACING ANDSHORING DURING CONSTRUCTION.8.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TOPREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECTMATERIALS MAY BE CAUSE FOR REJECTION OF WORK.9.THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, PATCHING AND FITTING ASREQUIRED TO PERFORM THE WORK. ALL PATCHING, CUTTING AND FITTING SHALLBE DONE WITH APPROPRIATE MATERIALS AND TOOLS TO INSURE HIGHEST QUALITYOF WORK.10.DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.11.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAMESPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009IBC, SECTION 719.3.12.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH ANDPAINTED, COLOR AS SPECIFIED BY TENANT. THE CONTRACTOR SHALL PATCH ANDREPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHEREVERREQUIRED.13.DEMISING WALL ARE FROM FINISH FLOOR SLAB TO UNDERSIDE OF ROOF DECKABOVE.14.ALL DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE EDGE OF WINDOWFLOOR PLAN (U.O.N.)15.ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. THECONTRACTOR SHALL CORRECT LEVEL FLOORING VARIATIONS.16.DIMENSIONS NOTED 'CLR' ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCEMUST BE ACCURATELY MAINTAINED.17.THERE SHALL BE A MINIMUM OF 18" CLEAR TO THE NEAREST RETURNINGPARTITION, PERMANENT FIXTURE OR MULLION AT THE LATCH SIDE, PULL SIDE OFALL DOORS.18.ALL LATCH SETS AND LOCKSETS ON ALL DOORS SHALL COMPLY WITH ALLACCESSIBLY CODES.19.BRACING FOR DOOR FRAME IS NOT REQUIRED AT DOOR JAMES LOCATED 6" OR LESSFROM 90 DEGREE PARTITION INTERSECTION. C O D E A N A L Y S I S P R O J E C T T E A M PROJECT NOTES S H E E T I N D E X G E N E R A L : G 1 . 1 C O V E R S H E E T G 1 . 2 A D A D E T A I L S G 1 . 3 A D A D E T A I L S C I V I L : C - 0 1 S I T E P L A N C - 0 2 S I T E G R A D I N G P L A N C - 0 3 C I V I L D E T A I L S A R C H I T E C T U R A L : A S 1 . 1 S I T E P L A N A S 1 . 2 S I T E D E T A I L S A 1 . 1 F L O O R P L A N A 1 . 2 F L O O R F R A M I N G P L A N A 1 . 3 E Q U I P M E N T P L A N A 2 . 1 R O O F P L A N A 2 . 2 R E F L E C T E D C E I L I N G P L A N A 3 . 1 B U I L D I N G E L E V A T I O N S A 4 . 1 R E S T R O O M P L A N S & E L E V . A 4 . 2 I N T E R I O R E L E V A T I O N S A 5 . 1 B U I L D I N G S E C T I O N S & D E T S A 8 . 1 D O O R / W I N D O W S C H E D U L E S A 9 . 1 F I N I S H P L A N & S C H E D U L E S T R U C T U R A L : S 0 . 0 C O V E R S H E E T S 1 . 0 F O U N D A T I O N P L A N S 1 . 1 M A I N L E V E L S H E E R P L A N S 2 . 0 R O O F F R A M I N G P L A N S D 1 . 0 S T R U C T U R A L D E T A I L S M E C H A N I C A L : M 1 . 1 M E C H A N I C A L F L O O R P L A N M 1 . 2 M E C H A N I C A L N O T E S & D E T S M 1 . 3 C O M C H E C K M 1 . 4 C O M C H E C K P L U M B I N G : P 1 . 1 W A S T E & V E N T P I P I N G P 2 . 1 W A T E R & G A S P I P I N G P 3 . 1 P L U M B I N G N O T E S P 4 . 1 P L U M B I N G D E T A I L S E L E C T R I C A L : E 0 . 0 E L E C . S Y M B O L S & D E T . E 2 . 0 L I G H T I N G P L A N S E 2 . 1 P O W E R & S Y S T E M S E 3 . 0 R O O F P L A N , R I S E R S C H E D . , & D E T . S T R U C T U R A L I N T E F R A M E 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . 2 0 8 . 4 7 5 . 0 0 2 2 C O N T A C T : E D D I E P E L A L L O e p e l a l l o @ i n t e f r a m e . c o m V I C I N I T Y M A P A P P L I C A B L E B U I L D I N G C O D E S SYMBOL LEGENDRIGID INSULATION GYPSUM BOARDSAND CONCRETEMASONRY UNITMETAL(STRUCTURAL STEEL)WOOD PLYWOOD FINISH LUMBER BATT INSULATIONEARTHGRAVEL(SEE DETAIL 1 ON A1.1)11DETAIL REFERENCE (SEE WALL SECTION 1 WALL SECTION REFERENCE REVISION NUMBER WINDOW NUMBER &INTERIOR ELEVATION (REFERENCEON SHEET A1.1)KEYNOTE DOOR NUMBERON SHEET A1.1)BUILDING SECTION REFERENCE(SEE BUILDING SECTION 1 (DIVISION.KEYNOTE NUMBER)ON SHEET A1.1)ELEVATION/DATUM MARK PT1PT2DETAIL BAND FINISHES/EQUIP CALLOUT 1A2.11A2.11A2.1 1A2.1 23WALL TYPE TAGEQUIPMENT TAG GLAZING TYPE1A2.1E-01 C ABDXX/XX.XXINTERIOR ELEVATION P R O P O S E D B U I L D I N G L O C A T I O N W1 2ROOM TAG R E N D E R I N G 2 0 1 8 I N T E R N A T I O N A L B U I L D I N G C O D E 2 0 1 4 N A T I O N A L E L E C T R I C A L C O D E 2 0 1 8 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 2 0 1 8 I N T E R N A T I O N A L E N E R G Y C O N S E R V A T I O N C O D E 2 0 1 8 I N T E R N A T I O N A L F I R E C O D E E L E C T R I C A L P A Y N E E N G I N E E R I N G 1 8 2 3 E C E N T E R S T P O C A T E L L O , I D , 8 3 2 0 1 P H : ( 2 0 8 ) 2 3 2 - 4 4 3 9 C O N T A C T : S H A W N M E A D O R s m . p a y n e e n g @ g m a i l . c o m C I V I L F R I E B U R G E N G I N E E R I N G 9 4 6 O X B O W L A N E I D A H O F A L L S , I D 8 3 4 0 4 P H : 2 0 8 . 5 2 9 . 8 1 7 4 C O N T A C T : J E F F F R I E B U R G j e f f @ j f r e i b e r g e n g i n e e r i n g . c o m M E C H A N I C A L D A V E R . W I L D E C O . 4 2 8 E . W I N C H E S T E R S T E # 2 4 0 S A L T L A K E C I T Y , U T 8 4 1 0 7 P H : ( 8 0 1 ) 4 3 3 - 1 1 2 5 C O N T A C T : D E S E R A E W I L D E d e s e r a e @ d r w c o . c o m D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 DETAIL A l l e l e c t r i c a l w o r k m u s t b e i n a c c o r d a n c e w i t h t h e 2 0 1 7 N E C . Risk category II? 12" MIN60" DIAMETER SPACET-SHAPED SPACEFOR 180° TURNS 12" MINCLEAR FLOOR SPACEFORWARD APPROACHPARALLEL APPROACHCLEAR FLOOR SPACE IN ALCOVES U N O B S T R U C T E D F O R W A R D R E A C H O B S T R U C T E D H I G H F O R W A R D R E A C H O B S T R U C T E D H I G H S I D E R E A C H 1 0 " M A X MINIMUM CLEARANCES FOR SEATING AND TABLES FOOD SERVICE LINES T A B L E W A R E A R E A S S P E C I A L T Y C L E A R A N C E S 9" MIN ADJUSTABLE RANGE SHELVES C L O S E T S R A D I U S R A D I U S V E R T I C A L R I S E R B E V E L E D N O S I N G C U R V E D N O S I N G 1 1 " M I N 1 / 2 " M A X 1 1 2 " M A X 1 1 2 " M A X 304. WHEELCHAIR TURNING SPACE305. CLEAR FLOOR OR GROUND SPACE306. KNEE CLEARANCE308. REACH RANGES 4 0 4 . D O O R S A N D D O O R W A Y S 4 0 4 . D O O R S A N D D O O R W A Y S 5 0 4 . 5 S T A I R N O S I N G S MAX SLOPE 1:48MAX SLOPE 1:48 P R O V I D E C L E A R F L O O R S P A C E S U N O B S T R U C T E D H I G H S I D E R E A C H 1 0 " M A X S N O T E : A L L D O O R S I N A L C O V E S S H A L L C O M P L Y W I T H T H E C L E A R A N C E S F O R F R O N T A P P R O A C H E S . L A T C H S I D E A P P R O A C H - S L I D I N G D O O R S A N D F O L D I N G D O O R S N O T E : Y = 4 8 " M I N I M U M I F D O O R H A S C L O S E R . P U S H S I D E N O T E : Y = 4 8 " M I N I M U M I F D O O R H A S B O T H A L A T C H A N D C L O S E R . F R O N T A P P R O A C H - S L I D I N G D O O R S A N D F O L D I N G D O O R S S L I D E S I D E A P P R O A C H - S L I D I N G D O O R S A N D F O L D I N G D O O R S L A T C H S I D E A P P R O A C H E S - S W I N G I N G D O O R S N O T E : Y = 5 4 " M I N I M U M I F D O O R H A S C L O S E R . P U L L S I D E N O T E : X = 3 6 " M I N I M U M I F Y = 6 0 " ; X = 4 2 " M I N I M U M I F Y = 5 4 " . P U L L S I D E X 2 4 " M I N H I N G E S I D E A P P R O A C H E S - S W I N G I N G D O O R S X 2 4 " M I N F R O N T A P P R O A C H E S - S W I N G I N G D O O R S 2 4 " M I N P U S H S I D E M A X I M U M D O O R W A Y D E P T H H I N G E D D O O R N O T E : X = 1 2 " I F D O O R H A S B O T H A C L O S E R A N D A L A T C H . C L E A R D O O R W A Y W I D T H A N D D E P T H P U L L S I D E F O L D I N G D O O R S L I D I N G D O O R D E T A I L P U S H S I D E F I G 2 7 T W O H I N G E D D O O R S I N S E R I E S L O C K S , L A T C H E S , P U L L S , E X I T D E V I C E 4 " M I N 7 " M A X D O O R H A R D W A R E M O U N T I N G H E I G H T 60" MIN 36" MIN60" MIN36" MINTOE CLR. 25"KNEE CLR. 8"15" MAX60" MIN.30"24" MAX36" MIN.48"48"30"30"48"48"30"30"25" MAX30"30"48"36"25"MAX 25"MAX36"30"48" MAX15" MIN20" MAX48" MAX 44" MAX 2 0 " - 2 5 " 4 8 " 30" 48" MAX15"30"24"46"34" MAX 48" 36" MIN 34" MAX 48" MAX 21" MAX 48" MAX 48" MAX 2 1 " M A X 3 2 " M I N 3 6 " M I N 1 2 " M I N . 3 2 " M I N 3 2 " M I N 3 2 " M I N >24" MAX 60" 1 8 " 48" X Y Y 42" MIN 5 4 " M I N 42" MIN 42" MIN 5 4 " M I N 48" MIN Y 42" MIN Y 48" MIN 4 8 " M I N 4 8 " M I N 48" MAX 34" MIN 60° " 60° " G 1 . 2 A D A D E T A I L S A C C E S S I B I L I T Y D E T A I L S S C A L E : N . T . S . 1 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 S e a t i n g a t t a b l e s , c o u n t e r s , a n d w o r k a r e a s t o c o m p l y w i t h s e c t i o n 1 1 0 9 . 9 3 9 " - 4 1 " 18" MIN.39"-41" PROPORTIONS INTERNATIONALSYMBOL OF ACCESSIBILITY I N T E R N A T I O N A L T T Y S Y M B O L I N 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 F O R H E A R I N G L O S S I N T E R N A T I O N A L S Y M B O L S NOTE: EQUIPMENT PERMITTEDIN SHADED AREASPOUT HEIGHTAND KNEE CLEARANCE CLEAR FLOOR SPACENOT TOEXCEEDFOUNTAINDEPTHFREE-STANDINGFOUNTAIN OR COOLER BUILT-INFOUNTAIN OR COOLERFIG 9DRINKING FOUNTAINS AND WATER COOLERS 15" MIN9" MIN8" MIN6" MAX MAX HEIGHT IS 42"EXCEPT ATACCESSIBLEFOUNTAINLIGHTSWITCHAND/ORFIRE PULLELECT.OUTLETFIRE EXTINGUISHER CABINET I N S U L A T E D R A I N & S U P P L Y L I N E S T O E C L E A R A N C E K N E E C L E A R A N C E L A V A T O R Y C L E A R A N C E S 9" MIN X = 34" MAX, EXCEPT AT ME D I C I N E CABINET WHERE X = 32" MA X 6 " M A X 8 " M I N C L E A R F L O O R S P A C E C L E A R F L O O R S P A C E A T L A V A T O R I E S 1 9 " M A X CLFOR CHILDREN'S URINALS, X = 16" MAX AND Y = 44". FORHC URINALS, X = 17" MAX AND Y = 44". ALL OTHERURINALS, X = 24" AND Y = 48" MAX.HC URINALS ARE DISCRETIONARY IF SUFFICIENT WATERCLOSETS ARE PROVIDED TO SATISFY CODE REQUIREMENTS. C L E A R F L O O R S P A C E R E Q U I R E D C L E A R F L O O R S P A C E A T W A T E R C L O S E T S 1 6 " - 1 8 " B A C K W A L L S I D E W A L L G R A B B A R S A T W A T E R C L O S E T S 2 4 " M I N A L T E R N A T E D O O R L O C A T I O N C L E A R F L O O R S P A C E 4 2 " M I N L A T C H A P P R O A C H O N L Y , O T H E R A P P R O A C H E S 4 8 " M I N S T A N D A R D W H E E L C H A I R S T A L L D O O R S W I N G O U T S T A N D A R D W H E E L C H A I R S T A L L D O O R S W I N G I N ( E N D O F R O W ) 4" MAX 4 " M A X 6" MAX 1 2 " M A X W / W A L L M O U N T E D W . C . W / F L R . M O U N T E D W . C . W / W A L L M O U N T E D W . C . W / F L R . M O U N T E D W . C . A L T E R N A T E A M B U L A T O R Y S T A L L S S I D E W A L L S R E A R W A L L O F S T A N D A R D S T A L L 1 2 " M A X 1 2 " M A X 1 2 " M A X 1 7 " - 1 9 " B A C K SEAT WALL CONTROL WALL SIDE SIDE L A V 3 6 " X 3 6 " 3 0 " X 6 0 " S H O W E R C O M P A R T M E N T 2 7 " M A X S H O W E R S E A T D E S I G N 2 1 2 " M A X 11 2" MAX S E A T W A L L B A C K C O N T R O L W A L L 3 3 " 3 6 " X 3 6 " S T A L L C O N T R O L A R E A N O T E : S H O W E R H E A D A N D C O N T R O L A R E A M A Y B E O N B A C K ( L O N G ) W A L L ( A S S H O W N ) O R O N E I T H E R S I D E W A L L . S I D E B A C K ( L O N G ) S I D E 3 0 " X 6 0 " S T A L L G R A B B A R S A T S H O W E R S T A L L S C O N T R O L A R E A ACCESSORY AND EQUIPMENT BABY CHANGINGSTATION 602. DRINKING FOUNTAINS 6 0 4 . T O I L E T S A N D T O I L E T C O M P A R T M E N T S 604.7 ACCESSORIES AND EQUIPMENT605. URINALS 606. LAVATORIES AND SINK S 6 0 8 . S H O W E R C O M P A R T M E N T S 703. SIGNS-TACTILE AND VI S U A L CLCL X X - P R O V I D E 3 6 " L E N G T H F O R S I D E T R A N S F E R T O I L E T S URINAL SCREENS OPTIONAL T R A N S F E R - T Y P E S T A N D A R D R O L L - I N L - S H A P E N O T E : E I T H E R T Y P E A R E A C C E P T A B L E 2 1 2 " M A X R E C T A N G L E T R A N S F E R T Y P E S T A N D A R D R O L L - I N VOLUME CONTROLLED TELEPHON E BASELINE O F CHARACT E R S SINGLE DOOR D O U B L E D O O R 5"MAX.27" MIN36" MAX36" MIN 48" MIN24" MAX5"MAX15"MIN.3-1/2"MAX 24"48" MIN 24"30" MIN48" MIN24"24"30" MIN 4 2 " M I N 56" MIN WALL HUNG 6 0 " M I N 3 6 " M I N 33"-36" 5 4 " M I N 1 2 " 4 2 " M I N 33"-36" 17"-19" 3 2 " M I N 32" MIN 16"-18" 5 4 " M I N 5 6 " 5 9 " 4 2 " M I N 36" MIN 60" MIN 3 6 " M I N 16"-18" 60" MIN 5 6 " 5 9 " 3 6 " M I N 33"-36" 4 2 " M I N 36" MIN. 5 4 " M I N 6 0 " M I N 4 2 " M I N 32" MIN 33"-36" 4 2 " M I N 35"20"27"60"MAX48"15"30"CLEAR MIN.YX D E P T H 1 7 " M I N 80"38"27" MIN29" MINX 1 7 " M I N 4 8 " M I N 30" MIN 3 6 " 36"36" MIN 4 8 " M I N 6 " 6 " 36" MIN 24"6" 30" MIN 6 0 " M I N 1 6 " M A X 11 2" MAX 3" 2 3 " M A X FULL DEPTH OF STALL 15" MAX 3" 1 6 " M A X 19" 1 8 " 33"-36" 1 8 " 33"-36" 38" MIN 48" MAX 60" 2 7 " M A X 33"-36" 33"-36" 38" MIN 48" MAX 9"40"MIN-48"MAX 9 " 40"MIN-48"MAX 39" - 41" 18" MIN. 3 9 " - 4 1 " 17"-19"17"-19" C L 1 2 " M I N 18" MIN. 1 5 " M A X C L 4 " M A X 3 " - 6 " SANITARY NAPKINDISPOSAL UNIT TOILET TISSUEDISPENSER SANITARY NAPKINDISPENSERPAPER TOWELDISPENSERELEC. HANDDRYERHEIGHT OF HIGHESTOPERABLE PART VARIOUS SHOWERHEADSSHOWERCONTROLSGRAB BAR69" B.O. SHOWER HEAD48" MAX.48"48" MAX15" MIN7"-9"1-1/2"36" MAX G 1 . 3 A D A D E T A I L S A C C E S S I B I L I T Y D E T A I L S S C A L E : N . T . S . 1 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 12'' S D < 12''S D < 12'' S D < 12''S D < 12'' S D < 12''S D < 12'' S D < 12'' S D < 12'' S D < 12'' S D < 12'' S D < 12'' S D < EP EP EP EP EP EP EP 12 ' ' S D > 12''SD< 12''SD< 12''SD< 12''SD> 12''SD < 12''SD < 12''SD < EP EP EP EP EP EP W W 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S89°48'50"W 360.52' S89°48'50"W 360.59' S0 0 ° 1 3 ' 4 2 " E 1 0 0 . 0 0 ' 01 EXIST. SANITARY SEWER 02 EXIST. SANITARY SEWER MANHOLE 03 EXIST. WATER LINE 04 EXIST. FIRE HYDRANT 05 EXIST. WATER VALVE 06 EXIST. WATER METER & SERVICE LINE, ABANDON IN PLACE 07 NEW BUILDING; RE: ARCH PLANS 08 NEW 4" SANITARY SEWER SERVICE; RE: MECH PLANS FOR CONNECTION 09 NEW 4" TRAFFIC RATED SEWER CLEANOUT 10 NEW INLET BOX; RE: B5/SHEET C-03 11 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-03 12 NEW COMBINATION CURB & SIDEWALK; RE: A4/SHEET C-03 13 NEW ADA RAMP; RE: B3/SHEET C-03 14 4" YELLOW PAVEMENT MARKING 15 ASPHALT PAVEMENT; RE: A5/SHEET C-03 16 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH PLANS 17 ADA PARKING PAVEMENT MARKINGS 18 12" PVC STORM DRAIN 19 EXIST. SIDEWALK, RETAIN & PROTECT 20 RADIO READ 2-INCH WATER METER; RE: CITY OF REXBURG STANDARD DRAWING 402 21 NEW LIGHT; RE: ELECT SITE PLAN 22 NEW TRANSFORMER; RE: ELECT SITE PLAN 23 1" POLY IRRIGATION WATER SERVICE w/ APPROVED BACK-FLOW PREVENTOR 24 NEW STORMTECH MC-3500 CHAMBERS, 5 REQ'D (1 ROW OF 3, 1 ROW OF 2) 25 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501 26 2" POLY DOMESTIC WATER LINE 27 SADDLE TAP EXIST. SEWER LINE 28 6-INCH CLASS 51 D.I. FIRE WATER LINE 29 8" x 6" HOT TAP WITH 6" GATE VALVE 30 2" GATE VALVE 31 6" CONCRETE ISLAND; RE: PLAN FOR WIDTH; RE:C1/SHEET C-03 32 NEW STORM DRAIN MANHOLE w/ SLOTTED LID; RE: ISPWC SD-501 33 LANDSCAPING CHOSEN BY OWNER 34 DRIVE-THRU ORDER STATION 35 SNOW STORAGE CONSTRUCTION KEYNOTES 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below. N. 2 n d . E . S T . REQUIRED STORM WATER TO RETAIN ON SITE WAS CALCULATED USING THE FOLLOWING VALUES: C (weighted)= 0.83 INTENSITY (i)= 0.9 in/hr AREA (A)= 0.42 acres Q = CiA = 031 cfs T (Storm Duration)= 1 hr = 3600 seconds V = CiAT = 1,116 cu. ft. SITE STORM WATER RETENTION REQ'D - 1,116 cu. ft. POND STORAGE PROV'D -1,346 cu. ft. STORMWATER NOTE SURVEY NOTE 07 # SI T E P L A N JA V A E X P R E S S RE X B U R G , I D A H O SHEET NO. DE S I G N E D B Y : AP P R O V E D B Y : PR O J E C T # : DA T E : FI L E N A M E : J. F R E I B E R G J. F R E I B E R G - 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 8/17/21 C-01 20'23'35.8'14.5'36'22.5'4'11' 19 ' 19 ' 19 ' 18.5'18.5' 22.5'11' 14.0' 19 ' 11 . 5 ' 25.5' 1.5' 1.5' 5'3. 5 ' 3. 5 ' 9' T Y P 11'11' 10 ' 10' 10 ' 2' 10' 2' 11'11' 12 ' 4' 20' TYP 15 . 2 ' 11.5' 5. 0 ' 03 01 02 06 11 11 11 11 11 13 14TYP 16 14 TYP 11 11 11 15 15 15 15 17 19 12 15 14 14 14 14 04FUTURE DENNY'S RESTAURANT 19 ' 18 ' 18 ' 25 10 10 18 18 32 14 31 43.3' 34 . 7 ' 10 18 18 33 33 33 34 EA S E M E N T L I N E CB-1 GRATE - 4865.58 INV. - 4862.58 CB-2 GRATE - 4865.35 INV. IN - 4861.75 SDMH-1 RIM - 4865.82 INV. - 4861.85 CB-3 GRATE - 4864.90 INV. - 4861.90 SDMH-2 RIM - 4864.80 INV. IN - 4861.80 24" INV. OUT (CHAMBERS ROW) - 4857.80 24" IN.V OUT (ISOLATOR ROW) - 4857.30 SUMP ELEV. - 4856.30 24 TOP OF CHAMBERS - 4862.96 ISOLATOR ROW SUBGRADE - 4857.96 CHAMBERS ROW SUBGRADE - 4858.46 45 LF @ 1.98% 44 LF @ 0.25% 17 LF @ 0.29% 25 LF @ 0.25% THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER’S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. BASIS OF BEARING HORIZONTAl - NORTH 2nd EAST CHURCH SUBDIVISION PROJECT BENCHMARK POINT NO. 1 SET MAG NAIL ELEV.=4868.16 NGVD 1929 RM 3 ELEV=4651.1 SITE INFORMATION LOT INFORMATION EAST TOWN ACRES DIV. NO. 1 LOT 7, BLOCK 1 PARKING INFORMATION BUSINESS IN CBD ZONE 3 SPACES / 1000 SQ. FT. BUILDING SIZE - 730 PARKING REQUIRED - 3 SPACES REGULAR PARKING PROVIDED - 6 ADA PARKING PROVIDED - 1 TOTAL PARKING PROVIDED - 7 SNOW STORAGE SURFACE AREA - 18,300 SQ. FT. STORAGE AREA REQUIRED - 1,830 FT. (10%) STORAGE AREA PROVIDED - 2,100 SQ. FT. LANDSCAPE LOT AREA - 18,201 SQ. FT. LANDSCAPE REQUIRED - 1,820 SQ. FT. (10%) LANDSCAPE PROVIDED - 2,372 SQ. FT. SETBACKS (CBC ZONE) FRONT - 10 FEET SIDE - 0 FEET REAR - 0 FEET 33 35 3535 4866 48 6 7 48 6 6 . 5 48 6 7 . 5 12'' S D < 12'' S D < EP EP EP EP EP EP EP F.F - 4 8 6 6 . 6 0 12 ' ' S D > 12''SD< 12''SD< 12''SD< 12''SD> 12''SD < 12''SD < 12''SD < 2.2% 2.2% 3 . 0 % 1. 8 % 1. 9 % 3 . 5 % 2.0 % 2. 1 % 2 . 5 % 1 . 5 % 1. 8 % 1. 8 % 2. 9 % 3. 0 % 1.7 %2.9% 1 . 4 % 1. 9 % 2.0% 1.6 % 4.2 % 1.7% 2. 1 % 2.5% 2. 1 % 1.2% 1.0% 3.1% 1.94% 0 . 4 5 % 2.1% 2.2% 3.6% ???(MATCH) 4867.41(MATCH) ???(MATCH)???(MATCH) ???(MATCH) 4866.36(MATCH)4866.13(MATCH)4866.07(MATCH)4866.01(MATCH)4866.00(MATCH)4865.88(MATCH)???(MATCH) ???(MATCH) ???(MATCH)???(MATCH) 4866.00(TBC/LP)4866.16(TBC/HP)4866.00(TBC/LP) 4866.16(TBC)4867.00(TBC) 4865.35(GRATE) 4864.90(GRATE) 4865.83(TBC)4866.16(TBC/HP) 4865.40(TBC) 4865.68(TBC) 4866.06(TBC) 4866.15(TBC) 4866.53(TBC) 4866.37(TBC) 4866.51(TBC) 4865.94(MATCH) 4866.10(TBC/FW) 4866.20(TBC) 4866.20(FW) 4866.20(TBC) 4866.20(TBC/FW) 4866.60(TBC) 4865.58(GRATE) 4866.08(TBC) 4866.53(TBC) 4867.66(TBC) 4865.80(TBC) 4866.00(TBC) 4865.83(TBC) 4865.65(ASP) 4865.49(ASP) 4865.70(ASP) 4865.16(ASP) 4865.43(ASP) ???(MATCH) 4865.70(ASP)4865.70(ASP) 4865.65(ASP) 4865.49(ASP) 4865.48(ASP) 4865.09(ASP) 4864.80(GRATE) 4865.58(TBC/LP) 4865.68(TBC) 4866.06(TBC) 4866.06(TBC) 4865.86(TBC) 4865.79(TBC) 4865.83(TBC) 4865.82(GRATE) 4866.16(TBC) 4866.39(TBC) 4866.46(TBC) 4866.60(CON) 4866.60(CON) 4866.50(CON) 4866.40(CON) 4866.37(CON)4866.45(CON) 4866.56(CON) 4866.60(CON) 4866.60(CON)4866.60(CON) 4866.56(CON) 4865.70(CON/ASP) 4865.70(CON/ASP) 4866.40(FW)4866.50(FW) 4868.31(TBC) 4866.25(TBC) 4866.25(TBC) 4866.20(FW) 4865.75(CON) 4865.75(CON) 0.50%6.00% 6. 0 0 % 1. 2 9 % 2.00% 1. 1 4 % 0. 4 0 % 1. 7 1 % 0. 5 0 % 2.00% 1. 4 7 % 1. 3 9 % 2.00% 0.70 % 1 . 0 0 % 0 . 6 0 % 2.00 % 1.00% 0.50%0.50%0.40%2.39% 3. 1 7 % 4 8 6 7 4 8 6 8 4 8 6 6 . 5 4 8 6 7 . 5 48 6 6 4 8 6 7 4 8 6 6 . 5 4 8 6 7 . 5 4 8 6 5 486 5 4 8 6 5 . 5 48 6 6 . 5 486 6 . 5 4866 486 6 486 5 . 5 4865.5 48 6 5 . 5 4 8 6 5 . 5 4 8 6 5 . 5 EP EP EP EP EP EP E P W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S89°48'50"W 360.52' S89°48'50"W 360.59' S0 0 ° 1 3 ' 4 2 " E 1 0 0 . 0 0 ' 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below. N. 2 n d . E . S T . SI T E G R A D I N G P L A N JA V A E X P R E S S RE X B U R G , I D A H O SHEET NO. DE S I G N E D B Y : AP P R O V E D B Y : PR O J E C T # : DA T E : FI L E N A M E : J. F R E I B E R G J. F R E I B E R G - 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 8/17/21 C-02 TBC TOP BACK OF CURB CON TOP OF CONCRETE ASP TOP OF ASPHALT GRT TOP OF GRATE MATCH MATCH EXIST. FF FINISHED FLOOR FW FRONT OF SIDEWALK BW BACK OF SIDEWALK EOP EDGE OF PAVEMENT FL FLOW LINE SHEET ACRONYMS TYPICAL CURB SECTIONS NOT TO SCALEA1 NOTES: 1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER. 2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET. 4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY. 5. BACKFILL AS PER ISPWC SPECIFICATIONS. 6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY. 8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5% FLAT CURB & GUTTER SECTION DETECTABLE WARNING PAVERS #8 30-50 3-9#200 PROCTOR DENSITY PREPARE SUBGRADE PER GEO-TECHNICAL REPORT COMPACTED TO 95% STANDARD 6" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE 3" CLASS II PLANT MIX PAVEMENT PG 58-28, 3 4" MIX DESIGN % PASSING 3/4" MINUS GRADATION AGGREGATE LEVELING COURSE 100 90-100 40-65 1" 3/4" #4 SIEVE 6" MIN. 3' - 0 " 5' - 0 " M A X . . W I T H O U T S H O R I N G 6" M I N . SIDEWALK DETAIL NOT TO SCALEA3 CURB AND GUTTER SECTION; RE: A1 (WHERE USED, SEE PLAN) 4" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK NOT TO SCALE PARKING SURFACE B3 ADA RAMP DETAIL TRUNCATED DOME PANEL COMBINATION CURB AND SIDEWALK NOT TO SCALEA4 COMPACTED SUB-GRADE 2 - #4 REBAR EVENLY SPACED PROJECT PAVEMENT SECTION NOT TO SCALEA5 NOT TO SCALEB1 12"MIN EACH SIDEPI P E S I Z E VA R I E S PE R VA R I E S P E R TR E N C H DE P T H UNDISTURBED SOIL (TYP.) FINISHED EDGES ARE TO BE SAW CUT AND PRIMED JUST PRIOR TO ASPHALT PLACEMENT MATCH EXISTING ASPHALT THICKNESS (UP TO 4" WITH 2.5" MIN.) 4" OF 3/4" CRUSHED 36" FLOW-ABLE FILL TRENCH BACK SLOPE PER O.S.H.A (IF APPROVED BY CITY ENGINEER) OR SUITABLE SHORING FLOW-ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER LOWER COMPACTION ZONE FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION 304) INLET BOX NOT TO SCALEB5 HEAD SECTION (TYP) 2'-0" x 1'-6" POURED IN PLACE OR 30" DIAMETER PRECAST INLET BOX GRATE, RE: PLAN FOR GRATE ELEV. CONCRETE SIDEWALK NOT TO SCALEB2 6" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK TRUNCATED DOMES 1 2 1 0.5' 5'-0" 5'- 0 " 6'- 0 " 24" (SLOPES FOR RAMPS SHOWN ARE TYPICAL FOR ALL RAMPS, SEE PLAN FOR ACTUAL SHAPE OF RAMP) 12" MIN. OR LOCAL CUT BACK REQUIREMENTS TYP BOTH SIDES PIPE BEDDING TYPE III VERTICAL TRENCH WALLS SHORING PER O.S.H.A. TRENCH BACKFILL PER SECTION 306 EXIST. BASE EXIST. SURFACE SURFACE REPAIR WIDTH (1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES: 1. TRENCH EXCAVATION PER SECTION 301 2. BACKFILL AND COMPACTION CLASS A-1 CI V I L D E T A I L S JA V A E X P R E S S RE X B U R G , I D A H O SHEET NO. DE S I G N E D B Y : AP P R O V E D B Y : PR O J E C T # : DA T E : FI L E N A M E : J. F R E I B E R G J. F R E I B E R G - 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER D EREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 8/17/21 C-03 APPROACH RAMP 12:1 STANDARD BACK FILL TRENCH & RESURFACING INV. - RE: PLAN All sidewalks need to have less than 2% cross slope. N00°11'10"W 100.00'OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPEPEPEPEPEPEPEP 12''SD> 1 2 ' ' S D < 1 2 ' ' S D < 1 2 ' ' S D < 1 2 ' ' S D > 1 2 ' ' S D < 1 2 ' ' S D < S89°48'50"W 360.52'S89°48'50"W 360.59' S00°13'42"E 100.00' EP EP EP EP EPEP W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N. 2ND E. STREET A . V E R I F Y A L L E X I S T I N G G R A D I N G . B . U N L E S S N O T E D O T H E R W I S E , A L L W A L K I N G S U R F A C E S A R E T O B E B E G R A D E D A T N O M O R E T H A N 5 % I N T H E D I R E C T I O N O F T R A V E L A N D N O M O R E T H A N 2 % P E R P E N D I C U L A R T O T H E D I R E C T I O N O F T R A V E L , S E E C I V I L F O R A C T U A L G R A D I N G . C . U N L E S S N O T E D O T H E R W I S E , F I N I S H E D F L O O R E L E V A T I O N I S T O B E A T M I N I M U M 1 8 " A B O V E T H E H I G H E S T A D J A C E N T C R O W N O F T H E A D J A C E N T S T R E E T , S E E C I V I L F O R A C T U A L F I N I S H E D F L O O R . D . 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 D R A I N A G E S W A L E S W I T H B A N K S T H A T D O N O T E X C E E D 3 3 % . E . P R O V I D E L A N D S C A P I N G A N D I R R I G A T I O N T H A T M E E T S O R E X C E E D A L L A P P L I C A B L E S T A N D A R D S . F . R E F E R T O G E O - T E C H N I C A L R E P O R T A N D F O L L O W A L L R E C O M M E N D A T I O N S , R E P O R T A N Y V A R I A T I O N S T O A R C H I T E C T P R I O R T O C O M M E N C I N G C O N S T R U C T I O N . T Y P I C A L H A N D I C A P S P A C E W / S Y M B O L , R A M P A N D S I G N . S E E 8 / A S 1 . 2 P R O P O S E D T R A S H E N C L O S U R E . S E E D E T A I L 1 / A S 1 . 2 P R O P O S E D S I D E W A L K O V E R C O M P A C T E D S A N D & G R A V E L B A S E W I T H C O N T R O L J O I N T S @ 6 ' - 0 " O . C . A N D E X P A N S I O N J O I N T S @ 2 0 ' - 0 " M A X , W I T H L I G H T B R O O M F I N I S H , S L O P E F O R P O S I T I V E D R A I N A G E A W A Y F R O M B U I L D I N G . S E E D E T A I L 5 / A S 1 . 2 H A N D I C A P A C C E S S L A N E W I T H 4 " W I D E D A G O N A L P A I N T E D S T R I P I N G @ 2 4 " O . C . T Y P I C A L S T A N D A R D S P A C E . ( 1 0 ' - 0 " X 1 8 ' - 0 " ) L A N D S C A P I N G . S E E L A N D S C A P I N G P L A N T Y P I C A L P A R K I N G S T R I P I N G W I T H ( 2 ) C O A T S 4 " W I D E R E F L E C T I V E T R A F F I C W H I T E P A I N T . A S P H A L T P A V I N G ( S E E C I V I L ) P R O P E R T Y L I N E ( S E E / V E R I F Y W / C I V I L ) A D A A C C E S S R A M P . S E E B 3 / C - 0 3 . S T O R M T E C H C H A M B E R S . S E E C I V I L . L I N E O F R O O F O V E R H A N G A B O V E D R I V E T H R O U G H O R D E R S T A T I O N P R E O R D E R S I G N A G E S N O W S T O R A G E 4 " W I D E D I R E C T I O N A L S T R I P I N G D R I V E T H R O U G H W I N D O W - S E E P L A N S A 1 . 1 . A D A S I G N A G E . S E E A / A S 1 . 2 4 ' - 0 " W I D E C O N C R E T E I S L A N D E X I S T I N G S I D E W A L K 1 2 S I T E N O T E S K E Y N O T E S 3 4 5 6 7 8 9 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 SCALE:1/16" = 1'-0"SITE PLANPROJECTNORTH 6 5 7 8 2 3 1 4 7 1 0 3 3 6 8 6 9 9 99 PROPOSED BUILDING A S 1 . 1 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 0 2 0 2 0 1915 1 6 1 6 14 1619 1 6 1 1 1 6 1 3 1 2 1 6 1 2 1 7 N.I. C BUILD I N G N.I. C PARKIN G L O T P A R K I N G V A N A C C E S S I B L E R E S E R V E D 6'-0" C M U W A L L C A P S T R U C T U R A L ' B ' D E C K F U L L Y W E L D E D T O T U B E F R A M E , P R I M E A N D P A I N T . C O L O R : S L A T E G R A Y CMU W A L L C A P SPLIT FACE CMUPAINT TO MATCH BUILDINGBUILDING ACCENTCOLOR - SLATE GREY 1 ' - 2 " 1'-6" 1"4" 5'-0"1'-0" 3'-0" 8 " ∅ X 1 8 " D C O N C . F T G . , I N B E D P O S T I N T O C O N C . S T E E L S L E E V E T A I L - S P A R B O L T E D C O N N E C T I O N , ( T Y P ) 2 " S Q U A R E S T E E L T U B E P R I M E D & P A I N T E D ( W H I T E ) V A N A C C E S S I B L E S I G N A T R E Q U I R E D S T A L L F I B E R G L A S S P L A T E S I G N W / P A I N T E D O N L E T T E R S & C O N C E A L E D F A S T E N E R S . 1 / 2 " 1/2" 1 / 8 " N O T E : P R O V I D E J O I N T S A S S H O W N O N T H E P L A N W I T H E X P A N S I O N J O I N T S A T N O T M O R E T H A N 2 0 ' - 0 " O . C . A N D C O N T R O L J O I N T S W H E R E E X P A N S I O N J O I N T S A R E N O T R E Q U I R E D . G R A N U L A R F I L L 1 / 4 " T O O L E D R A D I U S G R A N U L A R F I L L S E A L A N T C O N C . W A L K , B R O O M F I N I S H T R A F F I C R E S I S T A N T C A U L K O V E R T O P O F 1 / 2 " X 4 " E X P A N S I O N J O I N T F I L L E R - H E L D D O W N 1 / 2 " S A W C U T O R T O O L E D J O I N T W / 1 / 4 " R A D I U S E D G E C O N C . W A L K , B R O O M F I N I S H E X P A N S I O N J O I N T C O N T R O L J O I N T 1 6 " ∅ C O N C R E T E F O U N D A T I O N 6" 2'-0"8"8"8"2'-0" 3'-0" N O T E : V E R I F Y L O C A T I O N O F U N D E R G R O U N D U T I L I T I E S B E F O R E D R I L L I N G F O R C O N C R E T E F O U N D A T I O N S F I N I S H P A V I N G ( S E E C I V I L ) 3'-6" C E M E N T W A S H S L O P E D 1 " A B O V E P A V I N G 6 " ∅ S T A N D A R D S T E E L P I P E - C O N C R E T E F I L L E D P A I N T T W O C O A T S E X T E R I O R E N A M E L R O U N D C O N C R E T E C A P 1 ' - 4 " C M U W A L L C A P SLOPESTEEL GATESCIVIL DWGS. FOR GRADES SLOPE CONC. PADAWAY AT 1/4"/FT. SEE WALL 8" CMU OVER 4" GRAVEL 6" CONC. SLAB 6'-0" ( 2 ) # 5 R E B A R A S P H A L T P A V E M E N T ( 1 ) # 5 X C O N T . N O T E : V E R I F Y L O C A T I O N O F U N D E R G R O U N D U T I L I T I E S B E F O R E D R I L L I N G F O R C O N C R E T E F O U N D A T I O N S . 2 ' - 0 " 8 " 8 " 8 " 1'-0"2'-0" ( 2 ) # 5 B A R S C O N T . 6 " C O N C . S L A B O V E R 4 " C O M P . G R A V E L B A S E 1 3 x 1 3 - D 5 x D 5 W . W . F . ( 1 ) # 5 R E B A R ( V E R T . ) @ 3 2 " O . C . - G R O U T S O L I D ( 1 ) # 5 R E B A R - G R O U T S O L I D ( 2 ) C A N E B O L T S 5'-0" OR AS REQUIRED BY CITY 2'-1"1'-0"8" 5 ' - 0 " o r a s R E Q U I R E D B Y C I T Y 4" 1 ' - 0 " 8 " 1 ' - 6 " 2 4 ' - 7 " 2 3 ° 5 ° R 2 ' - 0 " R 1 ' - 8 " 3 " 6 " R A D I U S P A I N T C O N F O R M D I M E N S I O N S , C O N F I G U R A T I O N , A N D C O L O R S W I T H L O C A L G O V E R N M E N T A L A G E N C Y A N D A D A G U I D E L I N E S 4 " W I D E P A I N T E D B A R C E N T E R O F P A K I N G S P A C E SMOOTH FACE CMUPAINT TO MATCH BUILDINGBUILDING FIELDCOLOR - VINTAGE GREY S C A L E : 1 " = 1 ' - 0 " S I D E W A L K D E T A I L S C A L E : 1 / 2 " = 1 ' - 0 " A D A P A R K I N G D E T A I L S C A L E : 1 " = 1 ' - 0 " A D A P A R K I N G S I G N S C A L E : 1 / 2 " = 1 ' - 0 " F R O N T E L E V A T I O N T R A S H E N C L O S U R E SCALE:3/8" = 1'-0"TRASH ENCL O S U R E E L E V A T I O N SCALE:1/4" = 1'-0"TRASH ENCLOSURE PLAN S C A L E : 1 / 2 " = 1 ' - 0 " T R A S H E N C L O S U R E S E C T I O N SCALE:1-1/2" = 1'-0"GATE SUPPORTS OF BOLLARDPLANELEVATIONCLTYP.PIPE SLEEVE HINGE2 1/2" SQ.X3/16" THK. STL.TUBE, PAINT2 1/2"X2 1/2"X3/16" STL.ANGLE DIAG. BRACEBEYOND22GA. CORR. GALV. SHT.MET. SIDING, PAINT 2 1/2" SQ.X3/16" THK. STL.TUBE, PAINTPIPE SLEEVE HINGE, PAINT 8" CMU, PAINT2"3"1-3/8" 6'-0" AS1.2 3 8 9 21 3 5 4 A S 1 . 2 S I T E D E T A I L S 2AS1.2AS1.2 4 AS1.2 5 S C A L E : 3 / 4 " = 1 ' - 0 " B O L A L R D D E T A I L 7 6" DIAMETER STEELPIPE FILLED W/CONCRETE EMBEDEDINTO CONCRETEFOOTING. PAINT 1 0 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 17'-10"12'3" MIN. FROST DEPTH 2'-0" 2'-6"MIN. FROST DEPTH2'-0"6'-0" 6 " 1 ' - 6 " SCALE:1/2" = 1'-0"BOLLARD SO N O T U B E D E T A I L G A T E S U P P O R T S S E E 5 / A S 1 . 2 C O N C R E T E S O N O T U B E G R A D E C M U T R A S H E N C L O S U R E S E E 1 & 3 / A S 1 . 2 G A T E S E E 4 / A S 1 . 2 6 A A 1 . 1 F L O O R P L A N FLOOR PLAN1SCALE: 1/4" = 1'-0"PROJECTNORTH K E Y N O T E S A . A L L D I M E N S I O N S A R E T O F A C E O F S T U D ( F . O . S . ) , U N L E S S N O T E D O T H E R W I S E . B . A L L D O O R F R A M E S A N D D O O R / W I N D O W A S S E M B L I E S A R E T O B E L O C A T E D 0 ' - 4 " F R O M F A C E O F A D J A C E N T W A L L , U N L E S S N O T E D O T H E R W I S E . C . C O N T R A C T O R T O A S S E S S A N D R E V I E W A L L C O N D I T I O N S A N D R E P O R T A N Y D I S C R E P A N C I E S T O T H E A R C H I T E C T P R I O R T O C O M M E N C I N G W O R K . D . C O N T R A C T O R T O P R O V I D E A L L N E C E S S A R Y P R E P A R A T I O N S A N D R E M E D I A T I O N T O R E C E I V E N E W W O R K A N D F I N I S H E S . E . A L L S I G N A G E I S T O B E C O O R D I N A T E D W I T H O W N E R S H E E T N O T E S 3/A3.1 1/A3.1 2 / A 3 . 1 4 / A 3 . 1 F U R N I S H I N G S & E Q U I P M E N T , S E E E Q U I P M E N T P L A N A 1 . 3 P L U M B I N G F I X T U R E S . S E E M E C H A N I C A L S H E E T S . E L E C T R I C A L P A N E L , S E E E L E C T R I C A L E L E C T R I C A L M E T E R , S E E E L E C T R I C A L . F I N A L P O S I T I O N P E R S P E C I F I C S I T E & A C C O R D I N G T O M U N I C I P A L I T Y . G A S M E T E R , S E E P L U M B I N G . F I N A L P O S I T I O N P E R S P E C I F I C S I T E & A C C O R D I N G T O M U N I C I P A L I T Y . B O L L A R D S T A I N L E S S S T E E L F I N S / P A R T I T I O N S O W N E R P R O V I D E D F U R N I S H I N G S . N . I . C . 101 SEATING 102 ROOM REST103MECH 1 0 4 A R E A W O R K 1 0 5 R E C E I V I N G L E G E N D N E W W A L L N E W D O O R , S E E S C H E D U L E S H E E T K E Y N O T E N E W W A L L B C . 1 D E 6 5 4 3 2 1 1 / A 4 . 2 5 / A 4 . 2 3 / A 4 . 2 7 / A 4 . 2 2/A4.2 6/A4.2 4/A4.2 8/A4.2 14/A4.2 1 3 / A 4 . 2 1 5 / A 4 . 2 10/A4.29/A4.211/A4.2 12/A4.2 A B C 102103101104 1 0 5 1 0 6 ( T Y P ) ( T Y P ) ( T Y P ) 1 A 5 . 1 0 1A5.10 2 A 5 . 1 0 2 A 5 . 1 0 S F = 7 9 5 1 A / A 4 . 2 2.1 C 1 2 3 4 5 6 7 3 1 1 1 1 25 3 7 4 6 # 8 8 F U R N I S H I N G S . N . I . C . S H E L V I N G , C H A I R S E T C . D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 1 1 2 2 8TYP.T Y P . 2 Exit lighting and Exit signs comply with sections 1008 and 1013. 16" O.C.(1) LAYER GYPSUM BOARD - 5/8" TYPE "X" INSIDE.ADD WATERPROOF GYPSUM BOARD IN RR 102 - UPTO 48" A.F.F., THEN CONT. TYPE X. THE INTERIOR OFKITCHEN & BACK ROOM HAVE NO GYPSUM BOARD.SEE PLANS & NOTES FOR LOCATIONSR 19 THERMAL BATT INSULATION AT EXTERIORWOOD STUD FRAMING AS NOTED ABOVEFINISHES VARY. SEE FINISH PLAN ON A9.1 5 1/2"(1) LAYER 7/16" SHEATHING - SEESHEAR WALL SCHEDULE ONSTRUCTURAL SHEETS FINISHES VARY SEE ELEVATIONSWEATHER BARRIER1/2" PLYWOOD ON INTERIOR OF WALLSWHERE OCCURS. SEE PLANS.NON-LOAD BEARING - 24" O.C.LOAD BEARING - 16" O.C.(1) LAYER WATER RESISTANT GYPSUMBOARD - 5/8" EACH SIDE OF FIXTURE -UP TO 48" A.F.F. - SEAL. APPLY 6"COVE BASE. REGULAR TYPE 'X'WHERE THERE ARE NO FIXTURES.ACOUSTICAL BATT INSULATIONWOOD STUD FRAMING ASNOTED ABOVE 3 1/2" FINISHES VARY. SEE FINISHPLAN ON A9.1 1/2" PLYWOOD ON INTERIOR OF WALLSWHERE OCCURS. SEE PLANS. A C C E S S O R Y M O U N T I N G D E T A I L W A L L C O N S T R U C T I O N N O T E : T Y P I C A L B L O C K I N G R E Q U I R E D B E H I N D W A L L M O U N T E D A C C E S S O R I E S & E Q U I P M E N T L O C A T I O N S . A C C E S S O R Y M O U N T E D O V E R G Y P S U M B O A R D 2 x 6 B L O C K I N G 1 6 " O . C . 5 1/2" AT BASE OF WALL ( 1 ) L A Y E R 7 / 1 6 " S H E A T H I N G - E A C H S I D E W E A T H E R B A R R I E R ( 1 ) L A Y E R 7 / 1 6 " S H E A T H I N G E A C H S I D E P B R M E T A L W A L L P A N E L S . A P P L Y T R I M P E R M A N F . I N S T R U C T I O N S . W E A T H E R B A R R I E R P B R M E T A L W A L L P A N E L S . A P P L Y T R I M P E R M A N F . I N S T R U C T I O N S . W O O D S T U D F R A M I N G . W A L L I S S L A N T E D @ A P P R O X . 2 D E G R E E S O N O U T S I D E O F W A L L . I N T E R I O R P A T I O S I D E I S S T R A I G H T . S E E E L E V A T I O N S O N S H E E T A 3 . 1 . A A 1 . 2 F L O O R F R A M I N G P L A N FLOOR FRAMING PLAN5SCALE: 1/4" = 1'-0"PROJECTNORTH A . A L L D I M E N S I O N S A R E T O F A C E O F S T U D ( F . O . S . ) , U N L E S S N O T E D O T H E R W I S E . B . A L L D O O R F R A M E S A N D D O O R / W I N D O W A S S E M B L I E S A R E T O B E L O C A T E D 0 ' - 4 " F R O M F A C E O F A D J A C E N T W A L L , U N L E S S N O T E D O T H E R W I S E . C . C O N T R A C T O R T O A S S E S S A N D R E V I E W A L L C O N D I T I O N S A N D R E P O R T A N Y D I S C R E P A N C I E S T O T H E A R C H I T E C T P R I O R T O C O M M E N C I N G W O R K . D . C O N T R A C T O R T O P R O V I D E A L L N E C E S S A R Y P R E P A R A T I O N S A N D R E M E D I A T I O N T O R E C E I V E N E W W O R K A N D F I N I S H E S . E . A L L S I G N A G E I S T O B E C O O R D I N A T E D W I T H O W N E R K E Y N O T E S 101 SEATING 102 ROOM REST103MECH 1 0 4 A R E A W O R K 1 0 5 R E C E I V I N G W1 WALL TYPE1SCALE: 1 1/2" = 1'-0"W2 WALL TYPE2SCALE: 1 1/2" = 1'-0" W 3 W A L L T Y P E 3 S C A L E : 1 1 / 2 " = 1 ' - 0 " 4 L E G E N D N E W W A L L N E W D O O R , S E E S C H E D U L E W 1 W A L L T Y P E - S E E D E T A I L S A B O V E F O R I N F O R M A T I O N . N E W W A L L B C . 1 D E 6 5 4 3 2 1 W 1 W 1 W 1 W1 W1 W1 W1 W1 W1 W1 W2 W2W2 W 2 W3 W3 W1 4 9 ' - 7 " 11'-0" 1 9 ' - 0 " 1 2 ' - 0 " 2 ' - 0 " 9'- 7 " 2'-3" 12'-6"2'-6 1/2"4'-8 1/2" 20'-0" 4'-0"1 2 ' - 6 " 8 ' - 1 1 " 2'-7"8'-5"4'-2"3'-0"4'-3"4'-1 1/2"8'-10 1/2"4'-6 1/2"5'-0"2'-0"15'-0"2'-0"33'-3" 1 ' - 1 0 " 1'-9" 9'- 7 " S F = 7 9 5 W1 W1 W1 8'-9" 5 ' - 4 " 4'-10" 2'-6" 8 ' - 1 1 " 1 8 ' - 6 " 2'-9 1/2" 2 ' - 9 1 / 2 " 12'-5" 6'-7 1/2" 5'-6 1/2" 2 ' - 6 " 2'-6" 1'-11" 2 ' - 0 " 3 ' - 4 1 / 2 " 3 ' - 0 " 1'-0 1/2" 7 1/2" 5 1/2" 1'-1"2.1 C 6 " 6'-8"2'-6"1'-4"3'-2 1/2"1'-10" 8" 4" 7'-5" 4" 4 " 4 ' - 8 " 4 " 2'-0" 3" N E W W A L L N E W W A L L W I T H O U T G Y P S U M B O A R D F I N I S H E S . W A L L W I L L H A V E 1 / 2 " P L Y W O O D W I T H F R P C O V E R I N G . N E W W A L L W I T H W A T E R P R O O F G Y P S U M B O A R D @ 4 8 " A . F . F . F L O O R D R A I N - S E E P L U M B I N G P L A N S . 7'-2"4'-8"7'-2" 1 1 ' - 4 " 6 " CLCL C L C L 1"8"W1 W1W1 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 1 P L U M B I N G F I X T U R E S - S E E P L U M B I N G S H E E T S F O R D E S C R I P T I O N . 2 3 F L O O R D R A I N M I L L W O R K - S E E I N T E R I O R E L E V A T I O N S 1 1 2 2 2 2 S H E E T N O T E S A C C E S S O R Y M O U N T I N G D E T A I L S C A L E : 3 / 8 " = 1 ' - 0 " N e e d t o h a v e E n v e l o p e C O M M c h e c k o r a p r e s c r i p t i v e i n s u l a t i o n f o r m e d s i g n e d f r o m o u r o f f i c e . " E " E Q U I P M E N T C A T E G O R Y A . F . F . L . M B T U R E M A R K S I . D . W S T W A S T E C . W . H . W . F . W . R E M A R K S A . F . F . L . C O N N . T Y P E P H . V O L T S D E 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 L O A D G A S Q T Y . I T E M N O . S - 0 1 - - - - - - - - - - - - - - - W A L L S H E L V E S / D R I P C O F F E E 1 8 " 1 - 1 / 2 " H A N D S I N K W / F A U C E T 2 S - 0 2 1 S - 0 3 1 S - 0 4 2 S - 0 5 1 S - 0 6 1 S - 0 7 1 S - 0 8 1 S - 0 9 1 S - 1 0 1 S - 1 1 3 S - 1 2 1 S - 1 3 S - 1 4 S - 1 5 1 S - 1 5 a 2 S - 1 6 1 S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - D R I P C O F F E E C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - F O O D C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - W A L L S H E L V E S / F O O D S T A I N L E S S F A B R I C A T O R - - - - - 1 1 " W 1 3 " D 1 1 " H - - - - - - 1 1 / 2 " D R A I N ; 1 / 2 " M P T D I S - G F - 9 9 6 ; B Y K A T O M - - - - - - - - - - - - - - - S I N K C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - E S P R E S S O B A R C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - W A L L S H E L V E S / E S P R E S S O S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - B L E N D E R C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - W A L L S H E L V E S / B L E N D E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - W A L L S H E L V E S / D R I N K S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - D R I N K C O U N T E R S T A I N L E S S F A B R I C A T O R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 8 " W 2 5 . 5 " D 4 4 . 7 5 " H - - - - - - 3 B A Y S I N K R E G E N C Y 6 0 0 S 3 1 6 2 0 1 8 G / A - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - W A L L S H E L V E S - 3 C O M P . S T A I N L E S S F A B R I C A T O R R A C K F O R F L A V O R S Y R U P S S P A R E N U M B E R - 3 1 / 2 " T . B . D . D R A I N T O F . S . P R E - R I N S E 4 4 " W / 1 2 " F A U C E T K R O W N E / 1 7 - 1 0 9 W L / A - 1 + 1 2 " 1 / 2 " 1 / 2 " 3 1 / 2 " S S M O P S I N K K L I N G E R S / F M S - 2 0 1 6 S - 1 7 1 - - - - - - - - - - - - - - - - - - - 4 " C E N T E R M O U N T - - - - - - - W A L L M O U N T - H A N D S I N K W / F A U C E T - 2 - S - 1 8 " S " S T A I N L E S S F A B R I C A T I O N C A T E G O R Y S T A I N L E S S F A B R I C A T O R K R O W N E / 1 4 - 4 0 6 L / A - 1 8 " C E N T E R M O U N T R E M A R K S D E S C R I P T I O N Q T Y . I T E M N O . M - 0 1 - S I N K 1 S E E P L U M B I N G " M " M I S C E L L A N E O U S C A T E G O R Y M - 0 2 - T O I L E T 1 M - 0 3 - W A T E R F I L T E R 1 M - 0 4 - W A T E R T A N K 1 M - 0 5 - W A T E R S O F T E N E R 1 M - 0 6 - W A T E R H E A T E R 1 M - 0 7 - T E L E V I S I O N 1 M - 0 8 - C H A I R S 4 M - 0 9 - E X T E R I O R T A B L E S A N D C H A I R S - M - 1 0 - M I L L W O R K - S E E A 4 . 2 2 - M - 1 1 - G R E A S E T R A P U N D E R S L A B 1 M - 1 2 - M E T A L S H E L V I N G 1 M - 1 3 - C A R B O N A T I O N C O N T A I N E R C O 2 1 - M - 1 4 - E L E C T R I C A L P A N E L 1 S E E E L E C T R I C A L M - 1 5 - 4 8 " X 1 " S T A I N L E S S S T E E L P A R T I T I O N S 2 - - - 1 8 " S T A N D A R D M E T A L S H E L V I N G M - 1 6 2 E L E C T R I C A L D I S C / M E T E R - S E E E L E C T R I C A L M - 1 7 1 S E E P L U M B I N G S E E P L U M B I N G S E E P L U M B I N G S E E P L U M B I N G S E E P L U M B I N G S E E E L E C T R I C A L N . I . C . N . I . C . N . I . C . S E E P L U M B I N G - N . I . C . E L E C T R I C A L M E T E R M - 1 8 1 - H I K V I S I O N D S - 2 C D 2 1 4 3 G 0 - 1 M - 1 9 9 D E S I G N B Y S A V I A 1 . 3 E Q U I P M E N T P L A N EQUIPMENT PLAN1SCALE: 3/8" = 1'-0"PROJECTNORTH S F = 7 9 5 101 SEATING 102 ROOM REST103MECH 104 AREA WORK 1 0 5 R E C E I V I N G M-01M-02M-04M-05M-06M-08M-10 E-13E-11 E-14E-10E-01E-02 E-03E-08 E-04 E-06E-12E-16 S-01 E-16E-21 E-15M-10S-08S-12 S-09 S-07S-09 E - 2 8 E - 2 8 E - 2 9 M - 1 3 M - 0 8 M - 1 0 M - 1 2 S - 1 5 S - 1 6 E - 2 7 M-10E-09 M - 1 4 E-24 E - 0 5 S - 1 5 a S - 1 7 E-09E-18 E - 2 6 S-11 M - 1 7 LEAVE GAP INMILLWORK/STEELWORKFOR ELECTRICALCONNECTIONS. L E A V E S M A L L O P E N I N G I N T H E W A L L A B O V E T H E W A L K I N F R E E Z E R S A N D R E F R I G E R A T O R T O A L L O W S O D A P O P L I N E A C C E S S . A L S O A T T H E B O T T O M O F T H E W A L L A N D I N T H E M I L L W O R K / S T E E L W O R K . L I N E S M U S T R U N F R O M F R O M E - 2 9 T O E - 1 9 . E-15 M-10E-21 S - 1 8 S-13E-01 M-18S-04 E-30E-17E-22 E - 2 3 E-20 M-03E-09 M - 1 4 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 S-05E-19E-31M-10 2 8 S-13E-10E-11 E-14S-07 E-09 S-13S-07 E-32 E-13 A 2 . 1 R O O F P L A N & R O O F D E T A I L S R O O F P L A N 8 S C A L E : 1 / 4 " = 1 ' - 0 " P R O J E C T N O R T H K E Y N O T E S # SLOPE: 1/4"/12" SLOPE: 1/4"/12" S L O P E : 1 / 4 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " 6 " E X H A U S T D U C T T H R O U G H R O O F F O R F A N . S C U P P E R T O D R A I N T O R O O F B E L O W . S E E D E T A I L O N 2 / A 2 . 1 . L I N E O F W A L L O R C O L U M N B E L O W . S E E S T R U C T U R A L F O R C O L U M N & W A L L D E T A I L S . N O T U S E D R O O F H A T C H . B A S I S O F D E S I G N B Y B I L C O - M O D E L # E - 2 0 O R S I M I L A R . U S E S T E E L C O V E R , R E D A L K Y D B A S E & R E D O X I D E P R I M E R , & Z I N C P L A T E D H A R D W A R E . C O O R D I N A T E W I T H O W N E R . M E C H A N I C A L U N I T , S E E M E C H A N I C A L T A P E R E D I N S U L A T I O N C R I C K E T C O L U M N F O R S C R E E N W A L L P R E F I N I S H E D M E T A L C O P I N G R O O F D R A I N - W I T H D A Y L I G H T O V E R F L O W & L A M B S T O N G U E , S E E P L U M B I N G S H E E T S . P R E F I N I S H E D C O N T I N O U S M E T A L G U T T E R , 4 " , ' K ' S T Y L E O R S I M I L A R C H A I N D O W N S P O U T . A N C H O R S T O E Y E L E T I N C O N C R E T E B A L L A S T . T U R N B U C K L E H A N G E R R O D & O V E R H E A D S U P P O R T S . S E E 6 / A 2 . 1 . M E T A L B R A C K E T B E L O W . S E E 7 / A 2 . 1 1"-6"1-1/2" MIN. F A S T E N E R A N D F A S T E N I N G P L A T E , M A X . 1 2 " O . C . 1/2" MIN. 1 - 1 / 2 " M I N . 1 2 " M A X . 1 " M I N . 1-1/2" - 2" I N S U L A T I O N W / 1 / 4 " D E N S D E C K MEMBRANE HOT AIR WELD FASTENER AND FASTENING PLATE PRE-MOLDED PIPE FLASHING WATER CUT-OFF MASTIC N O N - R E I N F O R C E D F L A S K I N G S T A I N L E S S S T E E L C L A M P I N G R I N G WATE R C U T - O F F M A S T I C C U T - E D G E S E A L A N T 6 " W I D E R E I N F O R C E D M E M B R A N E PIPE SEAL MUST HAVE INTACTRIB AT TOP EDGE, REGARDLESSOF PIPE DIAMETERSTAINLESS STEELCLAMPING RINGINSULATION WITH1/4" DENSDECK HOT AIR WELDMEMBRANEROOF PENETRATION DETAIL1SCALE: NTS ROO F P E N E T R A T I O N D E T A I L 2SCALE: NT S I N S U L A T I O N W I T H 1 / 4 " D E N S D E C K 6 0 M I L T P O M E M B R A N E W A T E R C U T - O F F M A S T I C C L A M P I N G R I N G F O R D R A I N S W I T H T A P E R E D I N S U L A T I O N A T D R A I N S U M P L A S S T H A N 3 " T O 1 H O R I Z O N T A L F O O T S T N D R D R O O F D R A I N D E T A I L 4 S C A L E : N T S T Y P I C A L R O O F P A R A P E T D E T A I L 3 S C A L E : N T S SCUPPER & LEADER HEAD DETAIL5SCALE: NTS FLASHING TO BE FULLYADHERED TO MEMBRANEROOF & WALL PER MANF.REQUIREMENTSSEALED THROUGHWALL SECTIONOPEN BOX LEADERDOWNSPOUT TO ADJACENTROOF DECK L E G E N D 4 " M E T A L G U T T E R , ' K ' S T Y L E O R S I M I L A R A E P S P A N - P B R M E T A L P A N E L O R S I M . C O V E R A G E - 3 6 " , R I B H E I G H T - 1 1 / 4 " , R I B S P A C I N G - 1 2 " O N C E N T E R , E X P O S E D F A S T E N I N G S Y S T E M - 2 6 G A G E 6 0 ( . 0 6 0 " ) M I L T P O R O O F M E M B R A N E , M E C H A N I C A L L Y F A S T E N E D S L O P E R O O F D I R E C T I O N O F A R R O W R O O F T O P U N I T , S E E M E C H A N I C A L D R A W I N G S F O R C U R B D E T A I L . P I P E P E N E T R A T I O N , S E E M E C H A N I C A L R O O F D R A I N W I T H D A Y L I G H T O V E R F L O W & L A M B S T O N G U E , S E E P L U M B I N G S H E E T S . S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 4 " / 1 2 " S F = 7 9 5 1 3 9 8 9 8 1 1 2 3 1 1 1 4 1 2 1 1 3 1 2 8 8 9 1 0 7 5 7 6 2 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 4 1 0 S L O P E : 1 / 4 " / 1 2 " T A P E R E D E X P A N D E D P O L Y S T Y R E N E I N S U L A T I O N - 5 " T H I N K M I N . A T D R A I N . S L O P E U P @ 1 / 4 " P E R F T R O O F S T R U C T U R E , S E E S T R U C T U R A L 6 0 ( . 0 6 0 " ) M I L T P O R O O F M E M B R A N E , M E C H A N I C A L L Y F A S T E N E D . P L A C E D U P P A R A P E T W A L L S P R E F I N I S H E D M E T A L P A R A P E T C A P / C O P I N . S E E F I N I S H E S O N A 9 . 1 F O R C O L O R . B U I L D N I G P A P E R O V E R S T R U C T U R A L P L Y W O O D . S E E S T R U C T U R A L P R E F I N I S H E D M E T A L C O P I N G / F A S C I A P R E F I N I S H E D M E T A L S O F F I T F I N I S H E S P E R P L A N . S E E E L E V A T I O N S O N A 3 . 1 . P B R R O O F P A N E L O V E R M E T A L A W N I N G . S E E E L E V A T I O N S & S T R U C T U R A L D R A W I N G S F I N I S H E S P E R P L A N . S E E E L E V A T I O N S O N A 3 . 1 . W O O D S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . R 1 9 T H E R M A L I N S U L A T I O N TYPICAL AWNING & METAL BRACKET DET.7SCALE: 1"= 1'-0"CUSTOM 1/4" THICK METAL BRACKET 4X4 HSS METAL COLUMN ROOF TOFLOOR 73°107°4"5 1/2"4"4"4"6"3"1'-0"SIDEWALK OUTSIDE OF BUILDING.SEE CIVIL PLANS PBR METAL PANEL OVER METALAWNING. SEE STRUCTURAL &ARCHITECTURAL ELEVATIONS EXTERIOR WALL FINISHES PERELEVATIONS ON A3.1 B U I L D N I G P A P E R O V E R P L Y W O O D . B U I L D N I G P A P E R O V E R S T R U C T U R A L P L Y W O O D . S E E S T R U C T U R A L S L O P E : 1 / 2 " / 1 2 " S L O P E : 1 / 2 " / 1 2 " 26'-8" 28'-9" 3 6 ' - 0 " 3 3 ' - 0 " +/- 4'-11". VARIES DEPENDING ON AREA.3 1/2"CUSTOM 1/4" THICK METALBRACKET. ATTACH W/ 1/2"LAG BOLTS TOP & BOTTOM+/- 10'-0" A.F.F.AWNING HEIGHT 12"1/2"WIDTH OF WALLADJUSTABLE TU R N B U C K L E T I E R O D 6SCALE: 1"= 1'-0" P A I N T E D C L E V I S H E X H E A D B O L T E D C O N N E C T I O N 1 / 2 " P A I N T E D / T H R E A D E D R O D P A I N T E D T U R N B U C K L E U P P E R Y O L K A T T A C H E D A T W A L L . P R O V I D E B L O C K I N G . P A I N T E D C L E V I S B O L T E D C O N N E C T I O N 1 / 2 " P A I N T E D / T H R E A D E D R O D L O W E R Y O L K M E C H A N I C A L L Y A T T A C H E D T O A W N I N G COLUMN FOR SCREEN WALL F R A M I N G / B L O C K I N G A S R E Q U I R E D M E T A L S O F F I T M E T A L A W N I N G / F R A M I N G P B R M E T A L P A N E L M E T A L F A S C I A O R T R I M C 9 X 1 3 . 4 S T R U C T U R A L F R A M I N G . S E E S T R U C T U R A L D R A W I N G S . PARAPET WALLTAPERED EXPANDEDPOLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPEUP @ 1/4" PER FT B O L T E D C O N N E C T I O N T O B L O C K I N G WOOD TRUSS 60 (.060") MIL TPO ROOFMEMBRANEBOLTED CONNECTION W/ 1/2 LAG BOLTSINTO SOLID BLOCKING - TOP & BOTTOM 3 3 BOLTED CONNECTIONHEX HEAD BOLTED CONNECTION D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 4'-6 1/2" 4'-9" BRACINGWIRE45° MAX.45° MAX.HANGER WIRE SECURETO STRUCTURE W/3"SCREW W/MIN 1-1/2"PENETRATION. TIE W/3TIGHT WRAPS PROVIDE VERTICAL STRUTPER IBC STANDARDS USE PREMANUFACTURED STRUTS TOACCOMMODATE REQUIREDLENGTHS2" MAX. FROM BRACING WIRESTO CROSS RUNNERSNOTE: SEE DETAIL 1/A8.20 FORCONNECTION OF BRACING & HANGERWIRES TO THE STRUCTURE ABOVE CROSS RUNNER MAIN RUNNER EQ.EQ. E Q . E Q . EQ.EQ. EQ.EQ. EQ.EQ. 2 ' x 4 ' A C O U S T I C A L C E I L I N G T I L E - T Y P . ACCEPTABLE LOCATIONS FORDETECTORS - LIGHTS -SPRINKLERS - TYP. 2 ' x 2 ' A C O U S T I C A L C E I L I N G T I L E - T Y P . E X T E N D T U B E T O B E T I G H T T O C E I L I N G G R I D & S T R U C T U R E A B O V E . I N S T A L L B O L T T O S E C U R E O N E T U B E T O T H E O T H E R . T U B E S S H A L L L A P O N E A N O T H E R A T L E A S T 4 " I N F U L L Y E X T E N D E D P O S I T I O N . P R E M A N U F . S T R U T S T O A C C O M M O D A T E L E N G T H S A S R E Q U I R E D 1 / 2 " E L E C T R I C A L C O N D U I T - T H I N W A L L . E N S U R E A D E Q U A T E S I Z E T O F I T O V E R E Y E S C R E W A B O V E 3 / 4 " E L E C T R I C A L C O N D U I T - T H I N W A L L S L O T E N D O F T U B E T O F I T O V E R M A I N R U N N E R C R O S S R U N N E R O R H A T C H A N N E L M A I N R U N N E R O R M A I N C H A N N E L D R I L L H O L E & I N S T A L L 1 / 4 " ~ T H R U B O L T & L O C K N U T W I R E H A N G E R - I N S T A L L C O N D U I T O V E R W I R E P R I O R T O F A S T E N I N G 1 2 G A @ L A Y I N C L G 8 G A @ S U S P G Y P U N D E R S I D E O F F L O O R O R R O O F S T R U C T U R E A 2 . 2 R E F L E C T E D C E I L I N G P L A N REFLECTED CEILING PLAN1SCALE: 1/4" = 1'-0"PROJECTNORTH K E Y N O T E S S H E E T N O T E S # TYPICAL CEILING GRID STRUT2SCALE: 1" = 1'-0"TYPICAL CEI L I N G G R I D B R A C K E T 3SCALE: 1" = 1'-0" T Y P I C A L C E I L I N G G R I D S T R U T 4 S C A L E : 1 1 / 2 " = 1 ' - 0 " L A T E R A L B R A C I N G @ S U S P . C L N G 5 1 2 ' - 0 " O . C . E A . W A Y 4 ' - 0 " O . C . 4 ' - 0 " O . C . 4 ' M A X . 8 " M A X . S U P P O R T E D W / A M I N I M U M O F O N E # 9 G A . W I R E . * T H I S R E Q U I R E M E N T S A T I S F I E S A R T I C L E 4 1 0 - 1 5 ( c ) O F T H E N E C . E A C H C O R N E R T O T H E S T R U C T U R E A B O V E . P E N D A N T T H E S E W I R E S M A Y B E S L A C K . F I X T U R E S O R O T H E R T H E S T R U C T U R E A B O V E O R T O O T H E R H A N G E R W I R E S . W I T H I N 3 " O F E A C H C O R N E R O F T H E F I X T U R E W I T H A # 1 2 F I X T U R E S M U S T B E I N D E P E N D E N T L Y S U P P O R T E D A T S U S P E N S I O N S Y S T E M S S H A L L B E U S E D T O S U P P O R T T O T H E S U S P E N S I O N S Y S T E M . T H E A T T A C H M E N T D E V I C E O T H E R T W O W A L L S . T H E W A L L A N D T H E R U N N E R B E I N G M A I N T A I N E D A T T H E A T T W O A D J A C E N T W A L L S W I T H C L E A R A N C E S B E W T E E N R U N N E R S M A Y B E A T T A C H E D T O T H E C L O S U R E A N G L E P U R P O S E A L T H O U G H T O F A C I L I T A T E I N S T A L L A T I O N , O R C L O S U R E A N A G L E S H A L L N O T B E U S E D F O R T H I S A D J A C E N T A N D P A R A L L E L T O T H E W A L L . T H E W A L L E X C E E D I N G 4 5 ^ F R O M T H E P L A N E O F T H E C E I L I N G . S P L A Y E D 9 0 ^ F R O M E A C H O T H E R A T A N A N G L E N O T S H A L L N O T B E A L L O W E D F O R T H I S P U R P O S E . C H A N N E L S W H E N S P A N S E X C E E D 4 8 " . M I N I M U M O F B A C K T O B A C K 1 | " C O L D R O L L E D A N D B E S E C U R E D T O T H E B U I L D I N G S T R U C T U R E . B E I N G C O U N T E R E D S P L A Y E D . N O T B E M O R E T H A N 1 " I N 6 " O U T O F P L U M B W I T H O U T H A N G E R S T O B E A T T A C H E D T O S U S P E N S I O N M E M B E R S L A T E R A L B R A C I N G R E Q U I R E M E N T S I N L I E U O F E N G I N E E R E D D E S I G N R E S T R I C T I V E R E Q U I R E M E N T S . S T A N D A R D 1 " T E E . ) E X C E S S O F 1 / 8 " , T H E F I X T U R E S H A L L B E I N D E P E N D E N T L Y U S E D A S A W A Y O F L E V E L I N G . L O A D ( # 5 0 ) . * O U T O F P L U M B E A C H C O R N E R W I T H A # 1 2 - G A . H A N G E R . ) W I T H I N T E R - L I G H T F I X T U R E S . ( I F A L I G H T D U T Y S Y S T E M I S U S E D T H E ( 8 ) O N L Y I N T E R M E D I A T E - D U T Y A N D H E A V Y - D U T Y @ 1 2 ' O . C . E . W . 3 / 4 " D I A E L E C . C O N D U I T O V E R V E R T . W I R E M E M B E R S ( d ) P E R I M . H U N G F I X T U R E S S H A L L B E I N D E P E N D E N T L Y I N D E P E N D E N T L Y S U P P O R T E D D W I T H # 1 2 G A . W I R E A T E Q U I P M E N T W E I G H I N G I N E X C E S S O F 5 6 # S H A L L B E S H A L L H A V E T W O # 1 2 G A . W I R E S F R O M T H E H O U S I N G T O M E N T W E I G H I N G M O R E T H A N 2 0 # B U T L E S S T H A N 5 6 # ( 9 ) I N A D D I T I O N T O T H E A B O V E , F I X T U R E S O R O T H E R E Q U I P - A R E U S E D , S U P P L E M E N T A L S U P P O R T I S R E Q U I R E D . G A . H A N G E R W H E R E H E A V Y - D U T Y S U S P E N S I O N S Y S T E M S M E M B E R S S H A L L H A V E S U P P L E M E N T A L S U P P O R T M E D I A T E - D U T Y S U S P E N S I O N S Y S T E M S , T H E G R I D W E I G H T I N A N Y D I R E C T I O N . S H A L L H A V E A C A P A C I T Y O F 1 0 0 % O F T H E F I X T U R E * ( 7 ) A L L L I G H T F I X T U R E S S H A L L B E P O S I T I V E L Y A T T A C H E D S P R E A D I N G . T H I S S H A L L B E D O N E I M M E D I A L E L Y T I E D T O G E T H E R ( S T A B I L I Z E D ) T O P R E V E N T T H E I R ( 6 ) M E M B E R S P E R P E N D I C U L A R T O T H E W A L L S H A L L B E W I T H I N 2 " O F A N I N T E R S E C T I O N O F A M A I N R U N N E R A N D D I R E C T I O N , 4 - # 1 2 G A . W I R E S S H A L L B E C O N N E C T E D ( 5 ) W I T H I N 4 ' O F T H E W A L L S A N D A T 1 2 " O . C . I N E A C H F I X T U R E S ( f ) L I G H T M E M B E R S T O P E R I M . ( e ) A T T A C H M E N T B R A C I N G ( c ) L A T E R A L D I S C O N T I N U I T Y , T H E W A L L A N G L E O R C L O S U R E S T R I P V E R T I C A L ( T H I S I S T H E E Q U I V A L E N T O F 1 / 2 " F O R A A T T H E P E R I M E T E R W I T H I N 8 ' O F T H E W A L L O R C E I L I N G 4 ) A L L R U N N E R S S H A L L B E I N D E P E N D E N T L Y S U P P O R T E D T H E S T R U C T U R E . T R A P E Z E S U S P E N S I O N S S H A L L B E A O B S T R U C T I O N S P R E C L U D E D I R E C T A T T A C H M E N T T O 3 ) A T R A P E Z E O R E Q U I V A L E N T S H A L L B E U S E D W H E R E A P P R O V E D T Y P E C A P A B L E O F S U P P O R T I N G 1 0 0 # ' S 2 ) A L L C O N N E C T I N G D E V I C E S S H A L L B E O F A N A R O U N D O T H E R M A T E R I A L O R E Q U I P M E N T A N D S H A L L T U R N S , H A N G E R S S H A L L N O T A T T A C H T O O R B E N D & T O T H E S U P P O R T A B O V E W I T H A M I N I M U M O F T H R E E S O F T A N N E A L E D M I L D S T E E L W I R E @ 4 ' O . C . E A C H W A Y , 1 ) H A N G E R S T O B E A M I N I M U M O F # 1 2 G A . , G A L V A N I Z E D , H A N G E R S ( b ) P E R I M E T E R H A N G E R S ( a ) V E R T I C A L S U P P O R T I N G P A R T I T I O N S . ) ( A P P L I C A B L E O N L Y T O S T A N D A R D 2 ' x 2 ' A N D 2 ' X 4 ' G R I D S W H E N N O T * S E E L A T E R A L B R A C I N G R E Q U I R E M E N T S T H A T F O L L O W F O R M O R E R U N N E R S T O R O T A T E D M O R E T H A N 2 ° F R O M T H E 6 ) A F I X T U R E I N S T A L L A T I O N S H A L L N O T C A U S E T H E S U P P O R T E D W / N 6 ' O F E A C H C O R N E R W I T H A # 1 2 W I R E . S U P P O R T E D O R T H E G R I D S H A L L B E S U P P L E M E N T A L L Y I N A 4 ' S P A N , I F T H E F I X T U R E C A U S E S A D E F L E C T I O N I N 5 ) D E F L E C T I O N S H A L L B E L I M I T E D T O 1 / 3 6 0 O R . 1 3 3 " ( 1 / 8 " ) W / H A N G E R S T A U T , K I N K S O R B E N D S A R E N O T T O B E L E V E L W / N 1 / 8 " I N 1 2 " , L E V E L I N G I S T O B E P E R F O R M E D 4 ) C A R R Y I N G C H A N N E L S A N D M A I N R U N N E R S A R E T O B E N O T P R E S S E D A G A I N S T P I P E O R D U C T I N S U L A T I O N . 3 ) H A N G E R S T O B E P L U M B O R C O U N T E R S P L A Y E D A N D C A P A B L E O F C A R R Y I N G 5 T I M E S T H E C E I L I N G 2 ) A T T A C H M E N T D E V I C E S T O B E O F A N A P P R O V E D T Y P E A N N E A L E D M I L D S T E E L W I R E @ 4 ' O . C . E A C H W A Y . 1 ) H A N G E R S T O B E A M I N . O F # 1 2 - G A . , G A L V A N I Z E D , S O F T F I X T U R E S ( g ) C E I L I N G ( c ) M A I N R U N N E R S C H A N N E L S ( b ) C A R R Y I N G ( a ) H A N G E R S G E N E R A L I N S T A L L A T I O N R E Q U I R E M E N T S - A S T M C 6 3 5 & A S T M 6 3 6 2 " F R O M C R O S S M E M B E R . S T R U C T U R E . B E G I N B R A C I N G W I T H I N 4 ' O F P E R I M E T E R & L A T E R A L B R A C I N G @ 1 2 " O . C . E A C H W A Y . M A I N R U N N E R T O M E M B E R S @ P E R I M E T E R S T A B I L I Z E R B A R B E T W E E N A L L W / I N 8 " O F P E R I M E T E R A D D I T I O N A L H A N G E R S A L L M E M B E R S B R A C I N G L A T E R A L A P P R O V E D T Y P E A N D H A V E 1 0 0 # C A P A B I L I T Y C O N N E C T I O N D E V I C E S T O B E O F A N I F M O R E T H A N 1 : 6 C O U N T E R S L O P E H A N G E R S B U I L D I N G S T R U C T U R E O T H E R L A R G E O B S T R U C T I O N S S T R U C T U R E , T R A P E Z E D U C T W O R K A N D S E C U R E A L L H A N G E R S T O B U I L D I N G R U N N E R S F I T B E T W E E N M A I N C R O S S R U N N E R S M A I N R U N N E R S @ 4 ' O . C . S U P P O R T W / # 1 2 W I R E @ 4 ' O . C . N O T C H C O N D U I T O V E R R U N N E R S C A L E : N T S C E I L I N G L E G E N D C - 3 M E T A L S O F F I T - A E P S P A N V E N T E D F L U S H P A N E L - 2 2 G A U G E - T R I C O R N B L A C K C - 2 B L A C K A C O U S T I C C E I L I N G T I L E 2 ' x 2 ' S U S P E N D E D A C O U S T I C C E I L I N G S Y S T E M I T E M B Y D I V . 2 3 - S E E M E C H A N I C A L F O R S U P P L Y , R E T U R N A N D E X H A U S T G R I L L E S I T E M B Y D I V . 2 6 - S E E E L E C T R I C A L F O R L I G H T I N G F I X T U R E S A N D C E I L I N G M O U N T E D E L E C T R I C A L D E V I C E S F I N I S H E D C E I L I N G H E I G H T C - 1 G Y P S U M B O A R D H A R D L I D C E I L I N G S Y S T E M VARIES C-3 V A R I E S C - 3 VARIES C-3 102 ROOM RESTC-110'-0"103 MECHC-110'-0"101 SEATINGC-110'-0"104 AREA WORKC-110'-0" 1 0 5 R E C E I V I N G C - 1 1 0 ' - 0 " 1 0 ' - 0 " C - 2 C - # 1 0 ' - 0 " L I G H T F I X T U R E - S E E E L E C T R I C A L E X H A U S T F A N - S E E M E C H A N I C A L S U P P L Y D I F F U S E R - S E E M E C H A N I C A L R E T U R N G R I L L E - S E E M E C H A N I C A L S O F F I T F O R U P P E R C A S E W O R K - S E E I N T . E L E V A T I O N S , T Y P . R O O F H A T C H A C C E S S . B A S I S O F D E S I G N B Y B I L C O . . . M O D E L # E - 2 0 O R S I M I L A R . U S E S T E E L C O V E R R E D A L K Y D B A S E & R E D O X Y D E P R I M E R & Z I N C P L A T E D H A R D W A R E . C O O R D I N A T E W I T H O W N E R . M E T A L B R A C K E T S B E N E A T H . S E E 7 / A 2 . 1 N E W S T R U C T U R A L E X T E R I O R C O L U M N A . U N L E S S N O T E D O T H E R W I S E , A L L " L A Y - I N " C E I L I N G S A R E T O B E E Q U A L L Y C E N T E R E D E A C H W A Y W I T H I N E A C H R E S P E C T I V E R O O M A N D / O R S P A C E / B . A L L G Y P S U M C E I L I N G , S O F F I T S , A N D H E A D E R S A R E T O B E A L E V E L 4 G R A D E F I N I S H . C . C O N T R A C T O R I S T O C O O R D I N A T E A L L W O R K I N T E R F A C I N G W I T H A L L C E I L I N G S Y S T E M S , I N C L U D I N G ( B U T N O T L I M I T E D T O ) A L L M E C H A N I C A L , P L U M B I N G , E L E C T R I C A L , F I R E A L A R M A N D F I R E S P R I N K L E R S Y S T E M S . D . A L L L A Y - I N P A N E L C E I L I N G S S H A L L C O M P L Y W I T H T H E C E I L I N G S A N D I N T E R I O R S Y S T E M S C O N S T R U C T I O N A S S O C I A T I O N ( C I S C A ) M A N U A L R E C O M M E N D A T I O N S A N D S H A L L 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 I N T E R N A T I O N A L B U I L D I N G C O D E . E . C O N T R A C T O R I S T O V E R I F Y S E I S M I C D E S I G N C A T E G O R Y A N D P R O V I D E S Y S T E M T O C O M P L Y W I T H A P P L I C A B L E C A T E G O R Y . F . C O N T R A C T O R T O C O O R D I N A T E A N D V E R I F Y A L L E X I S T I N G B U I L D I N G E L E M E N T S A N D R E P O R T T O A R C H I T E C T , A N Y C O N F L I C T S W I T H N E W C O N S T R U C T I O N P R I O R T O C O M M E N C I N G C O N S T R U C T I O N . S F = 7 9 5 AB C . 1 D E 6 5 4 3 2 1 4 ' - 9 1 / 2 " 6'-0"10'-0" W I F I M O D E M L O C A T I O N 2.1 C 1 2 3 4 5 6 7 8 7 7 8 8 2341356 5 8 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 1 1 ( T Y P . ) ( T Y P . ) (TYP.)(TYP.) T.O. LEVEL 10'-0"T.O.PARAPET16'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL 19'-2"10'-0"6"8'-5 1/2" T . O . L E V E L 1 0 ' - 0 " T . O . P A R A P E T 1 6 ' - 0 " T . O . R O O F 1 1 3 ' - 0 " T . O . S C R E E N W A L L 1 9 ' - 2 " 10'-0" 1 / 2 " 1 2 " T.O.PARAPET16'-0"T.O. LEVEL 10'-0"T.O.ROOF 113'-0"T.O.SCREEN WALL19'-2"T.O.WALL10'-0" T . O . L E V E L 1 0 ' - 0 " T . O . P A R A P E T 1 6 ' - 0 " T . O . R O O F 1 1 3 ' - 0 " T . O . S C R E E N W A L L 1 9 ' - 2 " 9'-6" 11'-3 1/2" 9'-10 1/2" 3 ' - 0 " 2 ° 1 / 2 " 1 2 " 1234562.1 E C . 1 B A D C 1234562.1 E C . 1 B A C D A 3 . 1 K E Y N O T E S 1 2 3 4 5 6 7 8 1 1 1 2 B U I L D I N G E L E V A T I O N S EAST EXTERIOR CORTE N P A N E L E L E V . 6SCALE: 1/4" = 1'-0"WEST EXT. CORTEN PANEL ELEV.5SCALE: 1/4" = 1'-0" N O R T H E X T . C O R T E N P A N E L E L E V . 7 S C A L E : 1 / 4 " = 1 ' - 0 " S O U T H E X T . C O R T E N P A N E L E L E V . 8 S C A L E : 1 / 4 " = 1 ' - 0 " 1 5 1 7 1SCALE: 1/4" = 1'-0"EAST EXTERIOR ELEVATION N O R T H E X T E R I O R E L E V A T I O N 2 S C A L E : 1 / 4 " = 1 ' - 0 " WEST EXTERIOR ELEVATION3SCALE: 1/4" = 1'-0" S O U T H E X T E R I O R E L E V A T I O N 4 S C A L E : 1 / 4 " = 1 ' - 0 " 8 8 9 1 0 1 4 1 4 1 4 1 5 1 5 1 4 1 5 1 3 1 5 1 7 7 1 8 7 1 4 98 141432 15 14 132915101515141310515161617 1 4 1 7 1 7 1 4 8 8 1 0 1 0 1 5 1 4 1 1 1 5 1 4 1 3 5 1 2 1 2 1415141577 R E G L E T D E T A I L ( A 2 8 F C P D T ) 9 S C A L E : N T S 9 1 0 1 3 1 4 1 6 17 F R O N T & R E A R E X T E R I O R D O O R S - P A I N T P - 5 - S E E D O O R & W I N D O W S C H E D U L E . P R E F I N I S H E D C O N T I N U O U S M E T A L G U T T E R , 4 " , ' K ' S T Y L E . S E E R O O F P L A N - G T - 1 . C H A I N D O W N S P O U T A N C H O R S T O E Y E L E T I N C O N C . B A L L A S T . G T - 1 . S T O N E W A I N S C O T - C S - 1 . T U R N B U C K L E H A N G E R R O D & O V E R H E A D S U P P O R T . P A I N T E D B L A C K - P - 4 . S E E 6 / A 2 . 1 . ( 2 ) T W O T O T A L . E X T E R I O R L I G H T I N G - S E E E L E C T R I C A L P B R M E T A L P A N E L O V E R M E T A L C A N O P Y & S L A N T E D W A L L ( A L L S I D E S O F W A L L , W I T H T R I M ) R - 1 O R W - 1 . C O M P O S I T E S I D I N G - ' W O O D L O O K ' - B W - 1 B R A C K E T S - M E T A L - P A I N T E D B L A C K - P - 4 . S E E 7 / A 2 . 1 . P B R R O O F P A N E L O V E R M E T A L C A N O P Y - C O L O R T O M A T C H R O O F O N O T H E R S I D E - R - 1 O R W - 1 . D R I V E / W A L K U P W I N D O W - S E E W I N D O W S C H E D . W O O D T R I M , 2 X 8 C E D A R , A N T I Q U E D W / S - 1 3 " S Q U A R E M E T A L T U B E S T E E L C A N O P Y F R A M E S & 6 " P O S T S - B L A C K - P 4 . S E E 3 / A 5 . 1 M E T A L P A R A P E T R O O F C A P / C O P I N G P R E F I N I S H E D - M C P - 1 F I R E E N G I N E R E D . 2 4 G A G E C O R T E N F L A T S H E E T W A L L P A N E L - W E A T H E R E D , R A W ( N A T U R A L R U S T I N G ) O R V I N T A G E G R E Y ( N O N R U S T ) - M C - 1 . 3 " H O R I Z O N T A L M E T A L S Q U A R E T U B E S ( P A I N T E D B L A C K - P 4 ) & C O L U M N ( 4 " ) - S E E S T R U C T U R A L D R A W I N G S F O R C O L U M N S . P A I N T E D H A R D I E P L A N K H O R I Z O N T A L S I D I N G - P R E F I N I S H E D J H 4 0 - 2 0 M O N T E R E Y T A U P E - H B - 1 . L E D G E S T O N E . C O L O R T O M A T C H S T O N E W A I N S C O T . C O O R D I N A T E P R O F I L E W I T H O W N E R . S I G N A G E . M E C H A N I C A L L L Y F A S T E N E D A T T H E S E L O C A T I O N S . C O O R D I N A T E W I T H O W N E R . 11 1 7 3'-412"4'-012"3'-812"3'-312"1'-11"4'-812"4'-812"4'-9"4'-412"1'-0"212"1'-812"4'-512"4'-8"4'-912"4'-9 1 2 " 4 ' - 0 1 2 " 4'-71 2" 3'-21 2"10"2'-1"4'-01 2"3'-41 2" 4 ' - 9 1 2 " 4 ' - 9 1 2 " 3'-91 2" 1 ' - 3 " 1 ' - 3 " 2'-31 2" 1'-11" 2'-11 2" 2'-81 2" 2'-81 2" 51 2" 71 2" 5" 3'-41 2"4'-01 2"1'-11"1'-31 2" 4 ' - 9 " 4 ' - 9 " 4 ' - 9 " 4 ' - 9 " 1'-1" 11" 81 2" 61 2"2'-81 2" 2'-11 2" 1'-111 2" 2'-61 2" 6 6 9 NOTCH METAL PAN E L FOR ROOF TYPIC A L . 1/2" REGLET REVEAL, TYP.SEE DETAIL 9/A3.11/2" VERTICAL REGLET REVEAL, TYPICALSEE DETAIL 9/A3.1 PRE-FABRICATED CORTENMETAL PANEL 1/2" HORIZONTAL REVEAL, TYP.SEE DETAIL 9/A3.1PRE-FABRICATED CORTEN METAL PANEL NOTCH METAL PANELFOR ROOF TYPICAL. 1 / 2 " H O R I Z O N T A L R E V E A L , T Y P . S E E D E T A I L 9 / A 3 . 1 P R E - F A B R I C A T E D C O R T E N M E T A L P A N E L 1 / 2 " H O R I Z O N T A L R E V E A L , T Y P . S E E D E T A I L 9 / A 3 . 1 P R E - F A B R I C A T E D C O R T E N M E T A L P A N E L M e t a l s c r e w s R e g l e t W i t h C l e a r A l u m i n i m F i n i s h C o r t e n P a n e l 1 8 4 4 ' - 3 " 1 9 1 9 1 9 1 9 1 9 1919 1 9 6 1 9 1 9 1 9 1 9 1 9 1 9 5 3 ' - 5 1 2 " 3 ' - 5 1 2 " 4 ' - 9 1 2 " 4 ' - 9 1 2 " 41 2" 2 ' - 8 " 11 2" 3" 41 2" 1 ' - 3 " 1 ' - 3 " C O R T E N P A N E L N O T C H @ R O O F 1 0 S C A L E : 1 / 2 " = 1 ' - 0 " 1'-4" 1 ' - 6 1 / 2 " 7" 1 0 1 / 2 " 4" 5" 2 " 11 2" 11 2" 1'-7" 1'-4" 1'-4"3"10A3.1 10A3.1(SIM) 1 0 A 3 . 1 1 0 A 3 . 1 1'-81 2" 1 0 A 3 . 1 ( S I M ) 1'-4" 2 1 / 2 " 1'-4" 1'-4" 16 1 1 1 6 1 6 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 2 23 1 1 2 17" - 19"**15" MIN.*33" MIN. 36" MAX.39" MIN. - 41" MAX.18" MIN.40" MAX.34" MAX.48" MIN. 1 2 " M A X 4 2 " M I N . 3 9 " M I N . - 4 1 " M A X . 18" MIN. 7 " - 9 " * 17"-19"** VERIFY* 33" MIN. 36" MAX. 4'-0" 3 4 " M A X . A 4 . 1 U N I S E X UNISEX U N I S E X 1 5 R E S T R O O M P L A N S & E L E V A T I O N S INTERIOR ELEVATION - A2SCALE: 1/2" = 1'-0"INTERI O R E L E V A T I O N - B 2SCALE: 1/2" = 1'- 0 " I N T E R I O R E L E V A T I O N - C 2 S C A L E : 1 / 2 " = 1 ' - 0 " I N T E R I O R E L E V A T I O N - D 2 S C A L E : 1 / 2 " = 1 ' - 0 " ENLARGED FLOOR PLAN1SCALE: 1/2" = 1'-0" 60" MAX. 48" MIN 12" S I G N A G E D E T A I L 3 S C A L E : N T S WALL MOU N T E D S I G N A G E T O B E LOCATED ON L A T C H S I D E O F D O O R CLEAR OF DOOR-SW I N G M O U N T A T 6 0 " T O CENTERLINE O F S I G N F R O M F L O O R HEIGHT OF L E T T E R I N G 5 / 8 " M I N . T O 2 " M A X . L E T T E R I N G R A I S E D 1 / 3 2 " UPP E R C A S E L E T T E R S C O R R E S P O N D I N G G R A D E 2 B R A I L L E 1 3 R U B B E R B A S E . B - 1 . S E E S C H E D U L E 2A11.1DB AC71516910812PAINT. P2. SEEFINISH SCHEDULEFRP W/ CAP. SEEFINISH SCHEDULE98 1 5 1 2 P A I N T . P 2 . S E E F I N I S H S C H E D U L E FRP W/ CAP.SEE FINISHSCHEDULE R U B B E R B A S E . B - 1 . S E E S C H E D U L E 2 4 " x 3 6 " D O O R , S E E S C H E D U L E P A I N T . P 2 . S E E F I N I S H S C H E D U L E F R P W / C A P . S E E F I N I S H S C H E D U L E 1 1 1 5 F R P W / C A P . S E E F I N I S H S C H E D U L E R U B B E R B A S E . B - 1 . S E E S C H E D U L E 5 3 P A I N T . P 2 . S E E F I N I S H S C H E D U L E 531117RUBBER BASE. B-1. SEESCHEDULE 7 1 0 1 6 1'-2"2'-4"3'-0" D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 61142 1 6 T O S E A T I N G A R E A # 6 0 " M I N I M U M D I A M E T E R T U R N I N G S P A C E P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 3 0 4 . 3 . 1 . 3 0 " X 4 8 " C L E A R F L O O R S P A C E A T L A V A T O R Y A S R E Q U I R E D P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 3 0 5 . 3 K N E E & T O E C L E A R A N C E S S H A L L C O M P L Y W I T H I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 3 0 6 . 2 . & 3 0 6 . 3 . N O T U S E D M I R R O R : M I R R O R S L O C A T E D A B O V E L A V A T O R I E S , S I N K S S H A L L B E M O U N T E D W I T H T H E B O T T O M E D G E O F T H E R E F L E C T I N G S U R F A C E 4 0 " M A X . A B O V E T H E F L O O R P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 3 . 3 . 6 0 " X 5 6 " M I N I M U M C L E A R F L O O R S P A C E A T W A T E R C L O S E T A S R E Q U I R E D P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 4 . 3 . 1 . T O P O F W A T E R C L O S E T : T H E H E I G H T O F W A T E R C L O S E T S E A T S S H A L L B E 1 7 " M I N . T O 1 9 " M A X . A B O V E F I N I S H E D F L O O R P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 4 . 4 . S I D E W A L L G R A B B A R : 4 2 " X 1 1 / 4 " M I N . - 2 " M A X . O U T S I D E D I A M E T E R G R A B B A R P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 4 . 5 . 1 , 6 0 9 . 2 . P R O V I D E S O L I D B L O C K I N G I N W A L L . V E R T I C A L S I D E W A L L G R A B B A R : 1 8 " M I N . X 1 1 / 4 " M I N . - 2 " M A X . O U T S I D E D I A M E T E R G R A B B A R P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 4 . 5 . 1 , 6 0 9 . 2 . P R O V I D E S O L I D B L O C K I N G I N W A L L . R E A R W A L L G R A B B A R : 3 6 " X 1 1 / 4 " M I N . - 2 " M A X . O U T S I D E D I A M E T E R G R A B B A R P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 4 . 5 . 2 , 6 0 9 . 2 . P R O V I D E S O L I D B L O C K I N G I N W A L L . E X P O S E D P I P E S & S U R F A C E S : W A T E R S U P P L Y & D R A I N P I P E S U N D E R L A V A T O R I E S & S I N K S S H A L L B E I N S U L A T E D O R O T H E R W I S E C O N F I G U R E D T O P R O T E C T A G A I N S T C O N T A C T P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 6 0 6 . 6 . T O I L E T P A P E R D I S P E N S E R S : I N S T A L L B E T W E E N 7 " M I N . & 9 " M A X . I N F R O N T O F T H E W A T E R C L O S E T M E A S U R E D T O T H E C E N T E R L I N E O F T H E D I S P E N S E R . T H E O U T L E T O F T H E D I S P E N S E R S H A L L B E 1 5 " M I N . & 4 8 " M A X . A B O V E T H E F L O O R , & S H A L L N O T B E L O C A T E D B E H I N D T H E G R A B B A R S P E R I C C A 1 1 7 . 1 - 2 0 0 9 6 0 4 . 7 , 3 0 9 . 4 . A C C E S S I B I L I T Y S I G N A G E P E R I C C A 1 1 7 . 1 - 2 0 0 9 S E C T I O N 7 0 3 S H A L L B E M O U N T E D 4 8 " M I N . T O 6 0 " M A X . F R O M T H E 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 L I N E O F T H E C H A R A C T E R S , & M O U N T E D O N T H E L A T C H S I D E O F T H E D O O R . F L O O R S H A L L B E A S L I P R E S I S T A N T , H A R D , N O N A B S O R B E N T S U R F A C E P E R 2 0 0 9 I B C S E C T I O N 1 2 1 0 . 1 . W A L L B A S E : T H E B A S E O F W A L L S S H A L L H A V E A S M O O T H , H A R D , N O N A B S O R B E N T V E R T I C A L B A S E T H A T E X T E N D S U P W A R D O N T O T H E W A L L A T L E A S T 4 " P E R 2 0 0 9 I B C S E C T I O N 1 2 1 0 . 1 . B A S I S O F B I D - R U B B E R B A S E . W A L L S & P A R T I T I O N S W I T H I N 2 ' - 0 " O F U R I N A L S & W A T E R C L O S E T S S H A L L H A V E A S M O O T H , H A R D , N O N A B S O R B E N T S U R F A C E T O A H E I G H T O F 4 ' - 0 " A B O V E T H E F L O O R P E R T H E 2 0 0 9 I B C S E C T I O N 1 2 1 0 . 2 . B A S I S O F B I D - S T A N D A R D F R P . S O A P D I S P E N S E R . P A P E R T O W E L D I S P E N S E R . * N O T E : N O T A L L K E Y N O T E S A R E U S E D I N T H I S P R O J E C T . F I N I S H E S & W A L L P O C H E A S S H O W N A R E F O R A D A C O M P L I A N C E D E L I N E A T I O N O N L Y & D O N O T R E P R E S E N T A C T U A L W A L L F I N I S H E S . A L L F I N I S H E S P E R F I N I S H S C H E D U L E & / O R F I N I S H P L A N . V E R I F Y F I N I S H E S W I T H O W N E R / T E N A N T P R I O R T O C O N S T R U C T I O N . R E S T R O O M K E Y N O T E S ( 2 0 1 5 I B C I C C A 1 1 7 . 1 - 2 0 0 9 ) 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 18 S S S S A 4 . 2 I N T E R I O R E L E V A T I O N S KITCHEN ELEVATION1SCALE: 1/4" = 1'-0"KITCHEN EL E V A T I O N 2SCALE: 1/4" = 1'-0" K I T C H E N E L E V A T I O N 3 S C A L E : 1 / 4 " = 1 ' - 0 " K I T C H E N E L E V A T I O N 4 S C A L E : 1 / 4 " = 1 ' - 0 " ISLAND ELEVATION5SCALE: 1/4" = 1'-0"ISLAND ELEVATION6SCALE: 1/4" = 1'-0" I S L A N D E L E V A T I O N 7 S C A L E : 1 / 4 " = 1 ' - 0 " I S L A N D E L E V A T I O N 8 S C A L E : 1 / 4 " = 1 ' - 0 " E-14ST-1M-10 A . S E E A 1 . 3 F O R E Q U I P M E N T S C H E D U L E B . S E E A 9 . 1 F O R F I N I S H M A T E R I A L L E G E N D G E N E R A L N O T E S S-04S-04E-21 S - 0 4 E - 0 8 E - 0 3 E - 0 2 E - 1 1 E - 0 9 E-12 E-16S-05 E-04E-06 E - 1 6 E - 0 9 SEATING ELEVATION9SCALE: 1/4" = 1'-0"SEATING ELEVATION10SCALE: 1/4" = 1'-0" S E A T I N G E L E V A T I O N 1 1 S C A L E : 1 / 4 " = 1 ' - 0 " S E A T I N G E L E V A T I O N 1 2 S C A L E : 1 / 4 " = 1 ' - 0 " RECEIVING ELEVATOIN13SCALE: 1/4" = 1'-0"RECEIVING ELEVATION14SCALE: 1/4" = 1'-0" R E C E I V I N G E L E V A T I O N 1 5 S C A L E : 1 / 4 " = 1 ' - 0 " E-27 M-13E-29 M-14M-12 S - 1 6 3'-3"2'-6"2'-10"2'-11" 5 ' - 4 " 8'-0"8" 4 ' - 8 " 8 ' - 0 " 8 " 3'-3" 10'-0" 2'-8 1/2" 3'-6" 7'-6"2'-6"2'-5"2'-5"2'-6"2'-6" 3'-6"3'-0" M-10 1'-0" O.C. SPACING M - 1 0 E - 0 1 2'-7" 1'-1" 1'-2" 1'-11" 2'-8"1'-5"2'-8"3'-3" E Q E Q E Q E Q E Q EQEQ2'-9"1'-4"2'-8" E Q E Q 2'-9"1'-4"2'-8" 2'-6"10" SPACING EQ E Q E Q E Q E Q E Q E Q E - 2 4 B - 0 1 E - 1 4 1 2 ' - 6 " 10'-0" 5 ' - 3 1 / 2 " 3'-6" 3'-8" REGISTERCABINETREGISTERCABINETTO OUTSIDE T O R E C I E V I N G ST-1B-01 S T - 1 S T - 1 S T - 1 S T - 1 P L A M - 1 3'-8"2'-8 1/2" 1'-8" 1 1 ' - 5 " 6'-2 1/2" 5'-0" E L E C T R I C A L R E C E P T I C A L N E T W O R K C O N N E C T I O N S W I T C H L O C A T I O N F O R S I G N A G E L E G E N D 7'-11 1/2"10'-0"10'-0" 10'-0" 7 ' - 1 1 1 / 2 " PLAM-1 E-17 E - 1 8 E - 0 5 E - 2 6 M - 1 5 S - 1 7 S-08S-07 S - 1 2 S-1 1 WOOD TRIM, PAINTED P-6B-01B-01 B - 0 1 B - 0 1 W O O D T R I M , P A I N T E D P - 6 5'-4"4'-8"1'-0" O.C. SPACING T O S E A T I N G 1 0 1 TO RESTROOMTO MECH ROOMTO WORK AREA T O O U T S I D E TO OUTSIDE P L A M - 1 EQ E Q 1 ' - 1 1 / 2 " 2'-8"2'-9"1'-4"E-15B-01ICE BIN1ASCALE: 1/4" = 1'-0" E - 0 9 E - 1 5 S - 0 8 M-10 S-01 M-10 M - 1 0 S - 0 5 E - 0 1 M - 1 0 S - 1 0 PLAM-1 1'-0"1'-0" S - 1 5 B - 0 1 EQEQ S SWITCHED FOR OPEN SIGNOPEN SIGN BY OTHERS S W I T C H E D F O R O P E N S I G N . S I G N B Y O T H E R S . S W I T C H E D F O R O P E N S I G N S W I T C H E D F O R O P E N S I G N OPEN O P E N OPEN O P E N 7'-7 1/2" 1'-0" O.C. SPACING O P E N S I G N B Y O T H E R S O P E N S I G N B Y O T H E R S A C E S S I B L E S E A T I N G A R E A W I N D O W U S E D T O D I S P L A Y P R O D U C T - A D D B A C K I N G A P P L Y F I L M B E H I N D E Q U I P . D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 M-14 E - 3 1 E - 2 0 E Q E Q E Q S - 1 3 1 ' - 6 " 1 ' - 5 " S - 1 3 S - 1 3 S-13 E - 2 2 E - 2 5 E - 0 7 S - 1 3 4'-10 1/2" E - 2 3 E - 3 2 E - 3 2 E - 3 2 E - 3 2 T.O.WALL @10'-0" A.F.F.2'-4 1/2"VARIESSEE ROOF PLAN5 1/2"(TYPSPACING) A 5 . 1 B U I L D I N G S E C T I O N S & D E T A I L S B U I L D I N G S E C T I O N 2 S C A L E : 1 / 4 " = 1 ' - 0 " BUILDING SECTION1SCALE: 1/4" = 1'-0"SCREEN WALL PARAPET DETAIL3SCALE: 1/2" = 1'-0"4" CONCRETE SLAB ONGRADE OVER 2" OF RIGIDINSULATION. SEE SLABPLAN ON SD1.0STRUCTURAL DETAILS MECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURAL R T U , S E E M E C H A N I C A L R T U , S E E M E C H A N I C A L CONTINUOUS SLOPED PBR METAL PANEL BYAES SPAN OR APPROVED EQUALFOUNDATION WALL WITH2" OF RIGID INSULATIONPER IECC 2015. SEE ALSOSTRUCTURAL DETAILS SEE STRUCTURAL FORCONNECTION DETAILS S E E S T R U C T U R A L C O N N E C T I O N D E T A I L S 101 SEATING103AREA WORK 1 0 4 R E C E I V I N G 1 0 3 A R E A W O R K M E C H A N I C A L L Y F A S T E N E D E P D M R O O F I N G O V E R 5 / 8 " P R O T E C T I O N B O A R D P E R M A N U F . T A P E R E D E X P A N D E D P O L Y S T Y R E N E I N S U L A T I O N - 5 " T H I N K M I N . A T D R A I N . S L O P E U P @ 1 / 4 " P E R F I T O V E R W O O D T R U S S E S - S E E S T R U C T U R A L S C U P P E R . S E E D E T A I L O N S H E E T 5 / A 2 . 1 P B R M E T A L P A N E L B Y A E S S P A N O R A P P R O V E D E Q U A L P E R F O R A T E D M E T A L S O F F I T P A N E L S C R E E N W A L L P A R A P E T S C R E E N W A L L P A R A P E T V E R T I C A L L Y P L A C E D W O O D S I D I N G S E E E L E V A T I O N S . 6 " C O N T I N U O U S T H E R M A L I N S U L A T I O N P B R M E T A L P A N E L B Y A E P S P A N O R A P P R O V E D E Q U A L T U R N B U C K L E & R O D O V E R H E A D C O N N E C T I O N S & K N E E B R A C E S A R E N O T N E C E S S A R Y . A W N I N G S A R E S U P P O R T E D B Y O T H E R S T R U C T U R E S . S E E S T R U C T U R A L M E C H A N I C A L L Y F A S T E N E D E P D M R O O F I N G O V E R 5 / 8 " P R O T E C T I O N B O A R D P E R M A N U F . T A P E R E D E X P A N D E D P O L Y S T Y R E N E I N S U L A T I O N - 5 " T H I N K M I N . A T D R A I N . S L O P E U P @ 1 / 4 " P E R F I T O V E R W O O D T R U S S E S - S E E S T R U C T U R A L S E E S T R U C T U R A L F O R C O N N E C T I O N D E T A I L S 4 " C O N C R E T E S L A B O N G R A D E O V E R 2 " O F R I G I D I N S U L A T I O N . S E E S L A B P L A N O N S D 1 . 0 S T R U C T U R A L D E T A I L S M E T A L A W N I N G P A R A P E T P R E M A N F . T R U S S MECHANICALLY FASTENED EPDM ROOFING OVER5/8" PROTECTION BOARD PER MANUF.TAPERED EXPANDED POLYSTYRENE INSULATION-5"THINK MIN. AT DRAIN. SLOPE UP @ 1/4" PER FIT OVERWOOD TRUSSES- SEE STRUCTURALPBR METAL PANEL BY AESSPAN OR APPROVED EQUALPERFORATED METALSOFFIT PANEL P A R A P E T C A P D E T A I L 4 S C A L E : 1 - 1 / 2 " = 1 ' - 0 " M E T A L P A R A P E T R O O F C A P / C O P I N G P R E - F I N I S H E D M C P - 1 F I R E E N G I N E R E D 2 X B L O C K I N G 1 ' - 5 1 / 2 " 9" 2 1/2" 4" 2 " 1 0 " 2 X B L O C K I N G R O U N D M E T A L T U B E S C R E E N W A L L W H E R E O C C U R S B R E A K M E T A L F L A S H I N G & S O F F I T F I N I S H E S . S E E E L E V A T I O N S S I N G L E P L Y R O O F I N G M E M B R A N E . E X T E N D U P T H E W A L L & B E H I N D F L A S H I N G P O L A R N E O N L I G H T S . S E E E L E C T R I C A L . 4A5.1 4 A 5 . 1 4 A 2 . 1 4 A 5 . 1 ( T Y P ) (TYP) ( S I M ) W I N D O W A R E A S U S E D A S M E R C H A N D I S E D I S P L A Y . W I N D O W G L A Z I N G T O S I T A S F A R I N F R O N T A S P O S S I B L E . S E E E L E V A T I O N S & W I N D O W S C H E D U L E D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 CONTINUOUS 2' x 12"BLOCKING 12" x 12" x 3/8" BASEPLATES 6" DIA TUBE STEEL COLUMN 1/4"X2" MTL PLATE(4) FOUR 1/2" LAG SCREWS (4) FOUR 1/2" LAG SCREWSBASE PLATEPLAN 12" x 12" x 3/8" BASEPLATES CONTINUOUS 2' x 12"BLOCKING BELOW LINE SHOWING APPROXIMATE TOP OF PARAPET6" DIA TUBE STEEL COLUMNFULLY WELDED IN PLACE 3" X 3" TUBE STEEL A 8 . 1 A.1 SINGLEB.1 SINGLE SEE SCHEDULESEE SCHEDULE T . F . F . S E E S C H E D U L E SEE SCHEDULE T.T.T.T. T . 2"2" 2 " 1 ' - 0 " 2 " G L - 3 G L - 3 D . 1 S I N G L E 'W' - SEESCHEDULE'H' - SEESCHEDULEFT-1 2'-10" 2" 3'-8" 2" 2 " 4 ' - 0 " 2 " 7'-0" 7'-0"2'-812"2'-10"3'-10"8'-0"SEE SCHEDULESEE SCHEDULE 2"2"2"1'-4"GL-3 GL-3 C D B T. D O O R / F R A M E T Y P E S & N O T E S D R I V E T H R U W I N D O W S L I D E R @ C A S H I E R S I D E . T H E S L I D E R T O B E E I T H E R I N C E N T E R O F W I N D O W O R A T E I T H E R E N D - C O O R D I N A T E W I T H T H E O W N E R . S I L I C O N E S E A L A N T @ A L L J O I N T S M E T A L C O U N T E R T O A L I G N W I T H S L I D E R P O R T I O N O F W I N D O W T E M P E R E D G L A S S - F O R I T E M S O N D I S P L A Y S I L I C O N E S E A L A N T @ A L L J O I N T S S O L I D C O R E W O O D D O O R . F A C T O R Y F I N I S H P E R O W N E R . H O L L O W M E T A L F R A M E - P R I M E D . P A I N T E D - P - 6 FRAME TYPESSCALE: 1/4" = 1'-0"DOOR TYPESSCALE: 3/8" = 1'-0"WINDOW TYPESSCALE: 1/2" = 1'-0"T.2'-8"5'-4"8'-0"A GL-3GL-3GL-3GL-3 STAINLESS STEELKICK PLATEREAR SERVICEENTRANCE DOOR GL-3T. 6'-10" S E E S C H E D U L E SEE SCHEDULE E . 1 S I N G L E SIGNAGE HARDWARE GROUP RATING & LABEL F R A M E HEAD MATERIAL GLASS FINISH DOOR & FRAME R E M A R K S D O O R MATERIAL TYPE DOOR MARK FACING/FINISH D O O R S C H E D U L E S I Z E TO HEAD JAMB SIMILAR 1 0 1 3 ' - 0 " R E M A R K S 1 . S E E W I N D O W & F R A M E T Y P E S F O R A D D I T I O N A L I N F O R M A T I O N A B B R E V I A T I O N S A L U M = A L U M I N U M W D : S O L I D C O R E W O O D C . A . : C L E A R A N O D I Z E D H M : H O L L O W M E T A L P T : P A I N T E D . S E E N O T E S . S S : S T A I N L E S S S T E E L S : S T A I N - F A C T O R Y F I N I S H . B Y O W N E R D O O R H A R D W A R E A . D O O R H A N D L E S , P U L L S , L A T C H E S A N D L O C K S A N D O T H E R O P E R A T I N G D E V I C E S S H A L L N O T R E Q U I R E T I G H T G R A S P I N G , T I G H T P I N C H I N G O R T W I S T I N G O F T H E W R I S T T O O P E R A T E P E R 2 0 1 5 I B C B . D O O R H A N D L E S , P U L L S , L A T C H E S , L O C K S A N D O T H E R O P E R A T I N G D E V I C E S S H A L L B E I N S T A L L E D 3 4 I N C H E S M I N I M U M A N D 4 8 I N C H E S M A X I M U M A B O V E T H E F I N I S H E D F L O O R P E R 2 0 1 5 I B C C . M A N U A L L Y O P E R A T E D F L U S H B O L T S O R S U R F A C E B O L T S A R E N O T P E R M I T T E D U N L E S S S T A T E D S P E C I F I C A L L Y B Y T H E E X C E P T I O N S L I S T E D I N 2 0 1 5 I B C . D . T H E U N L A T C H I N G O F A N Y D O O R O R L E A F S H A L L N O T R E Q U I R E M O R E T H A N O N E O P E R A T I O N P E R 2 0 1 5 I B C . E . T H E F O R C E F O R P U S H I N G O R P U L L I N G O P E N I N T E R I O R S W I N G I N G E G R E S S D O O R , O T H E R T H A N F I R E D O O R S , S H A L L N O T E X C E E D 5 P O U N D S P E R 2 0 1 5 I B C . F . T H E R E S H A L L B E A F L O O R O R L A N D I N G O N E A C H S I D E O F A D O O R , A N D S U C H F L O O R O R L A N D I N G S H A L L B E A T T H E S A M E E L E V A T I O N O N E A C H S I D E O F T H E D O O R . P E R 2 0 1 5 I B C . G . L O C K S A N D L A T C H E S S H A L L B E P E R M I T T E D T O P R E V E N T O P E R A T I O N O F D O O R S W H E R E T H E L O C K I N G D E V I C E I S R E A D I L Y D I S T I N G U I S H A B L E A S L O C K E D , A S I G N P O S T E D O N T H E E G R E S S S I D E O R A D J A C E N T T O T H E D O O R S T A T I N G : " T H I S D O O R T O R E M A I N U N L O C K E D W H E N B U I L D I N G I S O C C U P I E D " . T H E S I G N S H A L L B E I N 1 I N C H H I G H L E T T E R S A N D O N A C O N T R A S T I N G B A C K G R O U N D . P E R 2 0 1 5 I B C H . T H E M I N I M U M W I D T H O F E A C H D O O R O P E N I N G S H A L L P R O V I D E A C L E A R W I D T H O F 3 2 I N C H E S M E A S U R E D B E T W E E N T H E F A C E O F T H E D O O R A N D S T O P , W I T H T H E D O O R O P E N T O 9 0 D E G R E E S . P E R 2 0 1 5 I B C . I . D O O R C L O S E R S S H A L L B E A D J U S T E D S O T H A T F R O M A N O P E N P O S I T I O N O F 9 0 D E G R E E S , T H E T I M E R E Q U I R E D T O M O V E T H E D O O R T O A N O P E N P O S I T I O N O F 1 2 D E G R E E S S H A L L B E 5 S E C O N D S M I N I M U M . J . A L L G L A Z I N G I N H A Z A R D O U S L O C A T I O N S A R E R E Q U I R E D T O B E S A F E T Y G L A Z I N G M A T E R I A L S W H E R E G L A Z I N G I S L O C A T E D I N A N I N D I V I D U A L F I X E D O R O P E R A B L E P A N E L A D J A C E N T T O A D O O R W H E R E T H E N E A R E S T E X P O S E D E D G E O F T H E G L A Z I N G I S W I T H I N A 2 4 I N C H A R C O F E I T H E R V E R T I C A L E D G E O F T H E D O O R I N A C L O S E D P O S I T I O N . G L A Z I N G I N A I N D I V I D U A L F I X E D O R O P E R A B L E P A N E L W H O S E E X P O S E D A R E A O F I N D I V I D U A L P A N E I S G R E A T E R T H A N 9 S Q U A R E F E E T A N D T H E E X P O S E D B O T T O M E D G E I S L E S S T H A N 1 8 I N C H E S A B O V E T H E F L O O R A N D T H E E X P O S E D T O P E D G E I S G R E A T E R T H A N 3 6 I N C H E S A B O V E T H E F I N I S H E D F L O O R . P E R 2 0 1 5 I B C . K . A L L M E T A L D O O R F R A M E S T O B E P R O V I D E D W I T H S I L E N C E R S . L . A L L D O O R H A R D W A R E I S T O B E C O M M E R C I A L G R A D E A N D Q U A L I T Y . M . A L L G L A Z I N G A N D D O O R S Y S T E M S A R E T O B E R E V I E W E D A N D A P P R O V E D B Y A R C H I T E C T P R I O R T O O R D E R I N G . S U B M I T S A M P L E S F O R S E L E C T I O N A N D A P P R O V A L . N . F I E L D V E R I F Y A L L W I N D O W / D O O R S O P E N I N G D I M E N S I O N S . O . M I N I M U M G L A S S T H I C K N E S S T O B E 1 4 " . P . A L L D O O R S S H A L L C O M P L Y W I T H 2 0 1 5 I B C . Q . T H E P R O V I D E D H A R D W A R E S C H E D U L E I S I N T E N D E D T O C O V E R A L L D O O R S A N D R E Q U I R E D H A R D W A R E A N D E S T A B L I S H A T Y P E A N D S T A N D A R D O F Q U A L I T Y . I T S H A L L B E T H E S P E C I F I C D U T Y O F T H E H A R D W A R E S U P P L I E R / C O N T R A C T O R T O E X A M I N E T H E P L A N S A N D S P E C I F I C A T I O N S A N D F U R N I S H A N D I N S T A L L A L L R E Q U I R E D H A R D W A R E A N D D O O R S T O C O M P L Y T O A L L C U R R E N T C O D E S F O R A L L O P E N I N G S L I S T E D O R N O T . R . P R O V I D E I T E M S , A R T I C L E S , M A T E R I A L S , O P E R A T I O N S A N D M E T H O D S L I S T E D , M E N T I O N E D O R S C H E D U L E D O R O N T H E D R A W I N G S , I N Q U A N T I T I E S A S R E Q U I R E D T O C O M P L E T E P R O J E C T . P R O V I D E H A R D W A R E T H A T F U N C T I O N S P R O P E R L Y . P R I O R T O F U R N I S H I N G H A R D W A R E , A D V I S E A R C H I T E C T O F I T E M S T H A T W I L L N O T O P E R A T E P R O P E R L Y , A R E I M P R O P E R F O R C O N D I T I O N S , O R W I L L N O T R E M A I N P E R M A N E N T L Y A N C H O R E D . D O O R N O T E S WIDTH - 'W' HEIGHT - 'H'7 ' - 0 " THICKNESS - 'T' P A N E L TYPE B . 1 Y 1 3 / 4 " A L U M P T A L U M P T - - S E T # 1 E X T E R I O R L O C K I N G A L U M I N U M D O O R S B Y M A N F . S E T # 2 3 - H I N G E S 1 - P A N I C H A R D W A R E 1 - C L O S E R 1 - W E A T E R S T R I P 1 - G L A S S K I T 1 - H A N D L E 2 - S T A I N L E S S S T E E L K I C K P L A T E S I L E N C E R S G L A Z I N G S C H E D U L E M A R K T H I C K N E S S D E S C R I P T I O N C O M M E N T S G L - 1 1 / 4 " C L E A R , T E M P E R E D G L - 2 1 / 4 " C L E A R , T E M P E R E D - - O N E - W A Y F I L M , O N # 1 S U R F A C E 1 0 2 3 ' - 0 " 7 ' - 0 " D . 1 1 3 / 4 " W D H M P T F T - 1 1 0 3 7 ' - 0 " D . 1 1 3 / 4 " H M P T F T - 1 G L - 3 1 " C L E A R , T E M P E R E D , I N S U L A T E D L O W - E , N E U T R A L C O L O R 1 S E T # 3 3 - H I N G E S 1 - L A T C H 1 - P R I V A C Y L O C K 1 - C L O S E R 2 - H A N D L E S S I L E N C E R S S E T # 4 3 - H I N G E S 1 - S T O R A G E L O C K 1 - C L O S E R 2 - H A N D L E S S I L E N C E R S - - Y - - - - - - - - - - - - - - - - - - 1 0 4 3 ' - 0 " 3 ' - 5 " E . 1 1 3 / 4 " S S F T - 1 - - - - - - - - 2 . # 1 0 5 1 0 6 L O C A T I O N S E A T I N G R E S T R O O M M E C H A N I C A L W R K A R E A ( I N T . ) W R K A R E A ( E X T . ) R E C E I V I N G 4 ' - 0 " 7 ' - 0 " 2 ' - 1 0 " 7 ' - 0 " 2 ' - 6 " 1 / 2 O F A S O L I D C O R E W O O D D O O R . F A C T O R Y F I N I S H P E R O W N E R W / P L Y W O O D C O U N T E R T O P A S S H O W N A B O V E . F R A M E T O B E S T A I N L E S S S T E E L . 2 ' - 1 0 " 6" R 2 " R 2 " R2" 2" 2 " 2 1/2" 1 1 3 ° M I R R O R I M A G E E . 1 C O U N T E R T O P 1 3 / 4 " 1 3 / 4 " ALL E X T E R I O R ALU M I N U M D O O R S & FRA M E S T O B E P - 5 & INTE R I O R T O B E P - 6 . EXTERIOR HM FRAME& DOOR TO BE P-5.INTERIOR DOOR &FRAME TO BE P-6 1 1 1 1 1 W D B . 1 A . 1 W D A L U M H M Y P T P T S S S - - F T - 1 - - A L U M H M P T P T P T - - - - - - - - - - - - 1 1 3'-9 1/2"2'-4" 1 2 4 S E T # 5 1 - C O N T I N U O U S H I N G E ( 4 0 " ) H E A V Y D U T Y 1 - O F F I C E L O C K 1 - L A T C H 2 - H A N D L E S S I L E N C E R S 5 GL-3T.7'-0"F.F.F.F. F . F . F . F . F . F . F.F.F.F.GL-3 1'-0"1'-0"GL-3 GL-3GL-3 1'-0"1'-0"2'-6"EQEQEQEQEQEQSILICONESEALANT @ ALLJOINTSTEMPERED GLASS -USE WINDOW SILLAS DISPLAY SHELF.KEEP GLAZINGTOWARD THE FRONTOF WINDOW. ADDBACKING S E E A B O V E TEMPERED GLASS -USE WINDOW SILLAS DISPLAY SHELF.KEEP GLAZINGTOWARD THE FRONTOF WINDOW. ADDBACKING DRIVE THRU WINDOW SLIDERSILICONE SEALANT @ ALL JOINTSMETAL COUNTER @ MIN 39.5" ABOVEPAVEMENTTEMPERED GLASS - USE WINDOW SILL ASDISPLAY SHELF. KEEP GLAZING TOWARDTHE FRONT OF WINDOW. ADD 1/4" BLACKWOOD BACKING. COORD. WITH OWNER.TEMPERED GLASS - USE WINDOW SILL ASDISPLAY SHELF. KEEP GLAZING TOWARDTHE FRONT OF WINDOW. ADD 1/4" BLACKWOOD BACKING. COORD. WITH OWNER.1A8.1 1A8.1 WINDOW DETAIL1SCALE: 3/4" = 1'-0"ON PATIO SIDE -APPLY FILM TOHIDE EQUIP. BACKS. D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 T.2"2"4'-0"1'-4" 2 0 1 8 I B C 2 0 1 8 I B C 2 0 1 8 2 0 1 8 2 0 1 8 A 9 . 1 F I N I S H P L A N FINISH PLAN1SCALE: 3/8" = 1'-0" P R O J E C T N O R T H 101 SEATING 102 ROOM REST103MECH104AREAWORK 1 0 5 R E C E I V I N G PLAM-1 ST-1 ST-1ST-1 ST-1 C - 1 C - 1 CARPET CONC.SHEET VINYLCERAMIC TILESHEET VINYLCERAMIC TILEWOODCONC18" MAX.FLOOR TRANSITIONS2SCALE: NTSST-1 P L A M - 1 S G - 1 R E M A R K S B A S E WALLS R O O M N A M E & # R O O M S C H E D U L E F L O O R 1 0 1 S E A T I N G W A L L S WAINSCOT WALLS WAINSCOT WAINSCOT WALLS WAINSCOT N E W S 1 0 2 R E S T R O O M WALLS C E I L I N G 1 0 4 W O R K A R E A 1 0 3 M E C H A N I C A L R O O M COLOR 1 0 5 R E C E I V I N G S T Y L E M A R K F I N I S H M A T E R I A L L E G E N D M A N U F A C T U R E R S I Z E B - 1 R E M A R K S M A T E R I A L C O L O R F I N I S H R U B B E R B A S E J O H N S O N I T E B E D R O C K 6 " C O V E D I N T E R I O R P A I N T P - 1 P - 2 S T A I N L E S S S T E E L S T - 1 L U X U R Y V I N Y L T I L E L V T - 1 F R P P A N E L S F R P - 1 S H E R W I N W I L L I A M S 6 5 0 3 - 6 2 8 4 1 F L A T B L A C K F L A T C U S T O M P O L Y U R E T H A N E C L E A R S - 1 S T A I N W A T E R B A S E P O L Y U R E T H A N E M A T T E M O H A W K A T W E L L M I L L - 1 4 8 A C T - 1 A C O U S T I C A L C E I L I N G T I L E U L T I M A B L A C K 1 5 / 1 6 " M Y L A R C O A T E D A R M S T R O N G G Y P - 1 G Y P S U M B O A R D C E I L I N G L E V E L 5 F I N I S H B L A C K 5 / 8 " S M O O T H V A R I E S S H E R W I N W I L L I A M S S E M I - G L O S S E X T E R I O R P A I N T P - 4 6 2 5 8 - T R I C O R N B L A C K S E M I - G L O S S M E T A L C O P I N G ( P A R A P E T ) M C P - 1 C U S T O M P R E - F I N I S H E D R O L L E D 2 4 G A U G E S I D I N G H B - 1 J A M E S H A R D I E C O M M E R C I A L J H 4 0 - 2 0 M O N T E R E Y T A U P E P R E - F I N I S H E D , S M O O T H P L A N K , L A P P E D 8 . 2 5 " T R I M H B T - 1 P L A N K 4 " C U L T U R E D - L E D G E S T O N E C S - 1 B L A C K I S L E S E A L E D , G R O U T E D P B R M E T A L M E T A L B Y A E P S P A N O R S I M R - 1 o r W - 1 A E P S P A N S L A T E G R E Y , S T A N D A R D C O L O R S S T A N D A R D C O R T E N P A N E L M C - 1 C U S T O M R A W ( R U S T I N G ) O R V I N T A G E G R E Y - - - - V A R I E S x 2 4 G A U G E 1 , 2 3 0 4 V A R I E S P R E - F I N I S H E D , S M O O T H P R E - F I N I S H E D C R A N E C O M P O S I T E S G L A S B O R D F X W H I T E 4 8 " A . F . F . P E B B L E E M B O S S E D 1 . 1 / 2 " A L U M I N U M B R A C K E T R E V E A L S 2 . C U T T O F I T , V E R I F Y & F I E L D M E A S U R E A L L C O N D I T I O N S P R I O R T O F A B R I C A T I O N 3 . C H A I N D O W N S P O U T S ( N A T U R A L R A W ) W I T H 1 2 " x 1 2 " x 1 2 " C O N C R E T E B A L L A S T ( C O M P L E T L Y C O V E R E D ) A N C H O R E D I N G R O U N D 4 . A C O U S T I C G R I D T O B E B L A C K . T I L E S T O B E ' S Q U A R E L A Y - I N ' ( A S O P P O S E D T O T E G U L A R ) . S E E R E F L E C T E D C E I L I N G P L A N . 5 . T O B E P L A C E D I N A L L W A T E R A R E A S . 6 . E X T E R I O R S O F F I T C O L O R 7 . E X T E R I O R M E T A L R A I L I N G S , C O L U M N S , A N D S C R E E N W A L L S C O L O R 8 . T O B E P L A C E D H O R I Z O N T A L L Y 9 . T O B E P L A C E D V E R T I C A L L Y 1 0 . P A I N T C O L O R F O R E X T E R I O R D O O R S . S E E D O O R A N D W I N D O W S C H E D U L E . 1 1 . H A R D I E C O L O R - B Y M A N F . 1 2 . A L L I N T E R I O R W I N D O W T R I M A N D I N T E R I O R O F B A C K , E X T E R I O R , H M , D O O R . S E E D O O R A N D W I N D O W S C H E D U L E . 1 3 . A L L W A L L S I D I N G A N D T R I M T O B E T H E S A M E C O L O R . 1 4 . A L L S H E L V I N G A N D C O U N T E R T O P S I N K I T C H E N T O B E S T A I N L E S S S T E E L . 4 P B R C O N T I N U O U S G U T T E R G T - 1 C U S T O M M A T C H ( R - 1 ) P R E - F I N I S H E D R O L L E D , S Q U A R E E D G E 2 0 G A U G E 3 5 C E I L I N G P A I N T - S W 6 3 7 3 H A R V E S T E R - - - - P L A M - 1 P L A S T I C L A M I N A T E P - 3 I N T E R I O R P A I N T S H E R W I N W I L L I A M S I N T E R I O R P A I N T 7 6 7 0 G R A Y S H I N G L E S E M I - G L O S S - J A M E S H A R D I E C O M M E R C I A L C O N C R E T E S L A B C - 2 - - - - - - S E C O Y A 9 " P L A N K S P R E - F I N I S H E D P R E - F I N I S H E D P R E - F I N I S H E D F I R E E N G I N E R E D F O R M I C A B A S A L T S L A T E 3 9 6 0 S E A L E D C O N C R E T E C - 1 V - S E A L F L A T / C L E A R F L A T / C L E A R W T - 1 C-1 S G - 1 M E T A L W A T E R T A B L E S I L L S T A I N L E S S C O R N E R S / C A P C U S T O M C U S T O M R O L L E D 2 0 G A U G E P R E - F I N I S H E D P - 4 3 0 4 2 " X 2 " F L R T O C L G O R W H O L E E D G E C U L T U R E D S T O N E D E L M A R E L E D G E S T O N E - 6 5 0 8 - 8 2 8 4 8 C E D A R T O N E ( N A T U R A L ) C O M P O S I T E ' W O O D ' S I D I N G B W - 1 A S P E N R I D G E R U S T I C S E R I E S P L A N K 1 2 " P R E - F I N I S H E D , S M O O T H W O O D T O N E P - 5 E X T E R I O R P A I N T S H E R W I N W I L L I A M S F I R E E N G I N E R E D S E M I - G L O S S - - 1 0 6 , 7 8 , 1 1 9 S H E R W I N W I L L I A M S J H 4 0 - 2 0 M O N T E R E Y T A U P E 1 1 S H E R W I N W I L L I A M S P - 6 I N T E R I O R P A I N T S H E R W I N W I L L I A M S S E M I - G L O S S S W 6 9 9 0 C A V I A R B L A C K 1 2 G E N E R A L N O T E S : A . A L L I N T E R I O R W A L L S T O R E C I E V E A N O R A N G E P E E L T E X T U R E . P O L I S H E D ST-1 ST-1ST-1ST-1 R E M A R K S : 1 3 1 4 S M O O T H S F = 7 9 5 ST-1-PATIO - D R I V E T H R U D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.&23<5,*+7$/&$5&+,7(&785( C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 J M , R F R F , E A 1 8 1 1 7 1 / 0 6 / 2 0 2 2 ... ... ... ... ... REXBURG, IDAHO CD 100% PERMIT SET 1/6/22 1 / 0 6 / 2 0 2 2 C-1 C-1 C-1 C - 1 B - 1 - B - 1 B - 1 P - 1 - - - - - P - 2 P - 2 P - 2 P - 2 P - 1 P - 3 P - 3 P - 2 P - 2 P - 1 G Y P - 1 G Y P - 1 / A C T - 1 B - 1 G Y P - 1 - - - - G Y P - 1 F R P - 1 F R P - 1 F R P - 1 F R P - 1 C - 1 G Y P - 1 - - - - 1 . F R P - 1 F R P - 1 F R P - 1 F R P - 1 F R P - 1 F R P - 1 F R P - 1 F R P - 1 2 . C - 1 C - 1 C - 1 C - 1 P - 1 2 . R E M A R K S : 1 . U N F I N I S H E D D R Y - W A L L , M U D A N D T A P E O N L Y . 2 . F R P T O B E P L A C E D I N A L L W E T A R E A S & F U L L H E I G H T I N W O R K A R E A & R E C I E V I N G S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S 0 . 0 C O V E R S H E E T STRUCTURAL N O T E S : A. DESIGN LOADS AND CRITERIA1.INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION2.GRAVITY LOADS (PSF):LOCATIONDEAD LOADLIVE ORTOTAL LOADSNOW LOAD1ST FLOOR / STAIRS124052ROOF1735523.WIND CRITERIA:WIND SPEED:115 MPH (3 SECOND GUST)EXPOSURE:CIMPORTANCE, I:1.04.SEISMIC CRITERIA:RISK CATEGORY:IIDESIGN CATEGORY:DSds:0.37Sd1:0.22 SITE CLASS:DIMPORTANCE, I:1.0RESPONSE, R:6.5 & 25.SOIL BEARING PRESSURE:1500 PSF ON UNDISTURBED SOIL6.LATERAL SOIL PRESSURE:35 PCF EQUIVALENT FLUID PRESSURE7.FROST DEPTH BELOW GRADE:36 INCHESB. FOUNDATIONS1.FOUNDATIONS HAVE BEEN DESIGN FOLLOWING RECOMMENDATIONS PRESENTED IN IBCSECTION 1804. INSTALL THE FOUNDATION AND FLOOR SLABS ACCORDING TO IBCRECOMMENDATIONS.2.PLACE FOOTING ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PLACED OVERUNDISTURBED NATURAL SOILS. FILL SHALL BE APPROVED BY A SOILS ENGINEER. PLACE FILL INUNIFORM LIFTS (8" MAX.) AND COMPACT TO 95% STANDARD PROCTOR ACCORDING TO ASTMD1557.3.ENGINEERED FILL SHALL BE SELECTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.4.EXISTING FILL, IF ENCOUNTERED, SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL.5.PLACE INTERIOR SLABS ON GRADE ON 4" OF ¾" MINUS GRANULAR FILL OVER A VAPORRETARDER.6.PROTECT SOILS BENEATH SLABS AND FOOTING FROM FREEZING.7.PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AVOID EXCESSIVE WETTING ORDRYING OF FOUNDATION EXCAVATIONS.C. CONCRETE1.PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301-14 "STANDARD SPECIFICATION FORSTRUCTURAL CONCRETE" UNLESS NOTED OTHERWISE2.ASTM C150 TYPE I/II CEMENT3.MINIMUM CEMENT CONTENT:450 #/YD4.ENTRAINED AIR:5% (+/- 1 1/2%) AT ALL CONCRETE EXPOSED TO FREEZING (EXT.SLABS, FND. WALLS, ETC.)5.MAXIMUM SLUMP:4" (WITHOUT SUPERPLASTICSIZER)6.28 DAY STRENGTH:f'c: 3500 PSI7.NORMAL WEIGHT AGGREGATE, 1 1/2" MAX FOOTINGS, 3/4" MAX ELSEWHERE8.WHERE TOP SURFACES OF CONCRETE SLABS ARE SHOWN TO BE RECESSED MORE THAN 1/2",THICKEN SLAB TO MAINTAIN INDICATED SLAB THICKNESS.9.SLAB JOINTS ARE INDICATED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY, ATCONTRACTOR'S OPTION, BE SUBSTITUTED FOR CONTRACTION JOINTS.10.DO NOT USE CHLORIDE ADMIXTURES IN CONCRETE.11.REINFORCING BARS:ASTM A615, GRADE 60ASTM A706, GRADE 60 (WHERE INDICATED TO BE WELDED)12.DETAIL REINFORCING BARS ACCORDING TO LATEST EDITION OF ACI DETAILING MANUAL.13.MINIMUM REINFORCING BAR COVER:3" AT UNFORMED SURFACES EXPOSED TO EARTH 1 1/2" AT FORMED SURFACES EXPOSED TO E A R T H O R W E A T H E R 3/4" AT SLABS AND AT WALLS NOT EXPOSED T O E A R T H O R W E A T H E R 14.LAP REINFORCING BARS ACCORDING TO THE FOLL O W I N G , U N L E S S I N D I C A T E D O T H E R W I S E : BAR SIZE LAP LENGTH#31'-6"#42'-0"#52'-6"#63'-0"15.SPLICE TOP BARS IN GRADE BEAMS NEAR MIDSPA N , B O T T O M B A R S N E A R S U P P O R T S . 16.WELDING OF REINFORCING BARS IS NOT PERMITT E D U N L E S S S P E C I F I C A L L Y D E T A I L E D . 17.REINFORCE OPENING HEADS, JAMBS & SILLS WITH ( 2 ) # 5 B A R . E X T E N D E A C H E N D O F E A C H B A R 2'-6 PAST OPENING EDGE.18.WELDED WIRE FABRIC:ASTM A18519.REINFORCE CONCRETE SLABS ON DECK WITH 13x 1 3 - D 5 x D F . P L A C E W W F 1 1 / 2 " B E L O W T O P O F SLAB USING METAL POSITIONER DEVICES. LAP W W F O N E F U L L M E S H A T S P L I C E S . 20.TIE DOWELS IN PLACE BEFORE PLACING CONCRE T E . D O N O T S T A B O R W E T - S E T D O W E L S . 21.REINFORCING FIBERS:ASTM C1116, FIBRILL A T E D P O L Y P R O P Y L E N E 22.ANCHOR BOLTS:ASTM A307 OR A3623.EXPANSION ANCHORS:HILTI "QUICK BOLT II" O R E Q U I V A L E N T 24.ADHESIVE:SIMPSON "SET" OR E Q U I V A L E N T 25.GROUT FOR BASEPLATES:ASTM C827, NON-ME T A L L I C , N O N - S H R I N K , 3 D A Y 4 0 0 0 P S I D. WOOD1.DIMENSION LUMBER(GRADED BY WESTERN WOOD P R O D U C T S A S S O C I A T I O N ( W W P A ) O R W E S T COAST LUMBER INSPECTION BUREAU (WCLIB):1.1.STUDS: DOUG FIR LARCH STUD GRADE OR BE T T E R 1.2.JOISTS: DOUG FIR LARCH NO.2 OR BETTER2.ALL NAILS SPECIFIED ARE TO BE COMMON WIRE N A I L S , U N L E S S N O T E D O T H E R W I S E . 3.SPLICE DOUBLE TOP PLATE AT 8'-0" MINIMUM ON C E N T E R U S I N G ( 1 8 ) 1 6 d N A I L S E A C H S I D E O F THE SPLICE.4.PROVIDE HEADERS FOR OPENINGS IN WALLS ACC O R D I N G T O T H E F R A M I N G P L A N 5.FRAMING CONNECTORS, ANCHORS, AND HANGER S S H O W N O N T H E D R A W I N G S A R E T H E PRODUCTS OF SIMPSON STRONG-TIE COMPANY ( O R E Q U I V A L E N T ) , S A N L E A N D R O , C A L I F O R N I A AND ARE DESIGNATED BY MANUFACTURER'S STA N D A R D P R O D U C T N U M B E R S . F O L L O W A L L MANUFACTURER'S RECOMMENDATIONS FOR INST A L L A T I O N A N D U S E . 6.WALL SHEATHING:7/16" APA RATED SHEATHING, P A N E L R A T I N G 2 4 / 1 6 , A T T A C H W I T H 1 6 G A U G E X 1 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AND 1 2 " O . C . A T I N T E R M E D I A T E F R A M I N G , U . N . O . ALL PANEL EDGES SHALL BE BLOCKED.7.ROOF SHEATHING:7/16" APA RATED SHEATHING, P A N E L R A T I N G 2 4 / 1 6 , A T T A C H W I T H 8 d N A I L S AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTER M E D I A T E F R A M I N G , U . N . O . 8.FLOOR SHEATHING: 7/8" APA RATED SHEATHING, PA N E L R A T I N G 4 8 / 2 4 , A T T A C H W I T H 1 0 d N A I L S AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTER M E D I A T E F R A M I N G , U . N . O . 9.PROVIDE 1/8" GAP AT CONSTRUCTION PANEL BUTT J O I N T S 10.GLUED LAMINATED TIMBERS:ANSI/AITC A190.1,24 F - V 8 D F / D F U . N . O . 11.ENGINEERED WOOD PRODUCTS (WOOD I-JOISTS, W O O D & M E T A L O P E N - W E B J O I S T S , L A M I N A T E D VENEER LUMBER, AND PARALLEL-STRAND LUMBE R ) S H O W N O N T H E D R A W I N G S A R E T H E PRODUCTS OF WEYERHAUSER (OR EQUIVALENT) A N D A R E D E S I G N A T E D B Y T H E MANUFACTURER'S STANDARD PRODUCT NUMBER S . T H E I N T E N T O F T H E D E S I G N I S F O R T H E S E ITEMS TO BE ATTACHED TO EACH OTHER AND TO T H E S U R R O U N D I N G S T R U C T U R E T O B E H A V E AS A SYSTEM. WHETHER SHOWN OR NOT, PROVID E A C C E S S O R Y I T E M S ( B L O C K S , C L I P S , STIFFENERS, STRAPS, ETC.), DESIGNED BY THE M A N U F A C T U R E R , F O R A C O M P L E T E S Y S T E M . FOLLOW ALL MANUFACTURER'S RECOMMENDATIO N S F O R I N S T A L L A T I O N A N D U S E . 11.1.FABRICATED WOOD JOISTS:ASTM D255911.2.LAMINATED VENEER LUMBER:ASTM D2559Fb:2600PSIFv:285PSIFc:2510PSIE: 2.0E6PSI11.3PARALLEL STRAND LUMBER:ASTM D2559Fb:2900PSI F v : 2 9 0 P S I F c : 2 9 0 0 P S I E : 2 . 0 E 6 P S I 1 2 . P R E F A B R I C A T E D W O O D T R U S S E S S H A L L C O N F O R M T O T H E T R U S S P L A T E I N S T I T U T E D E S I G N S P E C I F I C A T I O N F O R M E T A L - P L A T E - C O N N E C T E D W O O D T R U S S E S . 1 2 . 1 . T R U S S E S S H A L L B E D E S I G N E D B Y T H E M A N U F A C T U R E R T O S U P P O R T A L L I N D I C A T E D L O A D S . T R U S S L O A D I N G : T O P C H O R D D L : 7 P S F T O P C H O R D L L : 3 1 P S F B O T T O M C H O R D D L : 1 0 P S F B O T T O M C H O R D L L : 1 0 P S F ( D O E S N O T A C T C O N C U R E N T W I T H T O P C H O R D L L ) 1 2 . 2 . M E M B E R P R O P E R T I E S : C H O R D S S H A L L B E # 2 D O U G F I R L A R C H O R B E T T E R ; W E B S S H A L L H A V E M I N I M U M M O D U L U S O F E L A S T I C I T Y O F 1 , 5 0 0 , 0 0 0 P S I 1 2 . 3 . A L L T R U S S B L O C K I N G S H A L L B E P R O V I D E D B Y T R U S S M A N U F A C T U R E R A N D C O N S T R U C T E D W I T H A P P R O V E D P L A T E S . 1 2 . 4 . T R U S S P R O F I L E S S H O W N A R E R E P R E S E N T A T I O N S O F P O S S I B L E C O N F I G U R A T I O N S O F W E B L O C A T I O N S A N D M E M B E R S I Z E S . T R U S S M A N U F A C T U R E S H A L L S U B M I T S H O P D R A W I N G S F O R A P P R O V A L . A L L T R U S S E S S H A L L B E S T A M P E D A N D S E A L E D B Y A P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D I N T H E S T A T E T H E P R O J E C T R E S I D E S I N . 1 2 . 5 . T R U S S M A N U F A C T U R E R S H A L L P R O V I D E P R O O F O F T H I R D P A R T Y I N S P E C T I O N A S R E Q U I R E D B Y I B C S E C T I O N 2 3 0 3 . 4 . 1 2 . 6 . I N A D D I T I O N T O L O A D S S P E C I F I E D E L S E W H E R E , D E S I G N P R E F A B R I C A T E D W O O D T R U S S B O T T O M C H O R D S F O R 1 0 P S F D E A D L O A D 1 2 . 7 . D R I L L L A G B O L T L E A D H O L E S T O M A T C H T H E L A G B O L T S H A N K D I A M E T E R A N D H A L F T H E S H A N K D I A M E T E R F O R T H E T H R E A D E D P O R T I O N . E . M I S C E L L A N E O U S 1 . E L E V A T I O N S R E F E R E N C E M A I N F L O O R E L E V A T I O N , S E T A T 0 ' - 0 " . 2 . C O O R D I N A T E O P E N I N G S A N D E M B E D D E D I T E M S N O T E D O N A L L C O N S T R U C T I O N D O C U M E N T S W I T H A P P R O P R I A T E T R A D E S . 3 . B E F O R E F A B R I C A T I O N , H A V E S H O P D R A W I N G S R E V I E W E D B Y A R C H I T E C T A N D / O R E N G I N E E R . 4 . T E M P O R A R I L Y B R A C E T H E S T R U C T U R E T O R E S I S T A L L L O A D S O R C O M B I N A T I O N S O F L O A D S U N T I L A L L P E R M A N E N T E L E M E N T S A R E I N P L A C E A N D A L L C O N N E C T I O N S A R E C O M P L E T E . F . S T R U C T U R A L S T E E L 1 . S T E E L R O D S : A S T M A 1 2 3 M - 1 5 , F y = 5 0 K S I O T H E R S H A P E S : A S T M A 3 6 , F y = 3 6 K S I P L A T E S : A S T M A 3 6 , F y = 3 6 K S I T U B E S : A S T M A 5 0 0 G R A D E B , F y = 4 6 K S I 2 . B O L T S : A S T M A 3 2 5 T Y P E 1 U N C O A T E D , S T E E L T O S T E E L C O N N E C T I O N S 3 . W E L D S : E 7 0 X X E L E C T R O D E S 4 . T H R E A D E D S T U D S : A S T M A 1 0 8 G R A D E 1 0 1 0 - 1 0 2 0 , F u = 6 0 K S I ( A W S 7 . 3 T A B L E 7 . 1 . T Y P E B ) 5 . H E A D E D C O N C R E T E A N C H O R S : A S T M A 1 0 8 G R A D E 1 0 1 0 - 1 0 2 0 , F u = 6 0 K S I ( A W S 7 . 3 T A B L E 7 . 1 T Y P E B ) 6 . D E T A I L , F A B R I C A T E , A N D E R E C T S T R U C T U R A L S T E E L I N A C C O R D A N C E W I T H T H E A S D , 1 4 T H E D I T I O N O F A I S C " M A N U A L O F S T E E L C O N S T R U C T I O N A N D A I S C C O D E O F S T A N D A R D P R A C T I C E . " 7 . S T E E L T O S T E E L B O L T E D C O N N E C T I O N S S H A L L C O N F O R M T O T H E C U R R E N T A I S C " S P E C I F I C A T I O N S F O R S T R U C T U R A L J O I N T S " U S I N G A S T M A 3 2 5 B O L T S . B O L S T S S H A L L B E T I G H T E N E D T O A S N U G T I G H T C O N D I T I O N U N L E S S N O T E D O T H E R W I S E . 8 . U S E S T A N D A R D F R A M E D B E A M C O N N E C T I O N S W I T H 3 / 4 " D I A M E T E R B O L T S ( O R W E L D E D E Q U I V A L E N T ) U N L E S S O T H E R W I S E D E T A I L E D . 9 . A L L W E L D E R S S H A L L H A V E E V I D E N C E O F P A S S I N G T H E A W S S T A N D A R D Q U A L I F I C A T I O N T E S T S . 1 0 . W E L D S S H A L L N O T B E L E S S T H A N 3 / 1 6 " C O N T I N U O U S F I L L E T , U N L E S S I N D I C A T E D O T H E R W I S E . S H E E T I N D E X : S 0 . 0 C O V E R S H E E T S 1 . 0 F O U N D A T I O N P L A N S 1 . 1 M A I N L E V E L S H E A R S 2 . 0 R O O F F R A M I N G P L A N S D 1 . 0 S T R U C T U R A L D E T A I L S 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 0 1 / 2 1 S p e c i a l i n s p e c t o r n e e d e d f o r w e l d i n g a n d b o l t u p s . N e e d t o i d e n t i f y . Grade needs to slope away 6" in first 10'. Ground snow load of 50 psf. NOTES:1.VERIFY DIMS. W/ FLOOR PLANS PRIOR TO POURINGCONCRETE.2.DIMENSIONS ARE TO CENTER OF THICKENED SLABS AND TOEDGE OF STEM WALLS U.N.O.FOUNDATION SCHEDULEMARKSIZEWxDxLREINF.COMMENTS16"x8"xCONT. (2) #4's CONT.F-1 LEGEND - STEM WALL- INDICATES LOCATION OF HOLD DOWN 1 1 ' - 0 " 1 9 ' - 0 " 1 4 ' - 0 " 2'-0"15'-0"2'-0"5'-0" 2 ' - 0 " 1 2 ' - 6 " 1 8 ' - 7 " 1 0 ' - 1 1 " 12'-6"7'-6" 4 " C O N C . S L A B O V E R 4 " C O M P A C T E D G R A V E L W / C O N T R O L J O I N T S P E R D T L . 2 / S 1 . 0 G R E A S E T R A P U N D E R S L A B , T H I C K E N S L A B @ E D G E T O 6 " ( V E R I F Y W / A R C H P L A N S ) C E N T E R T H I C K E N E D S L A B B E L O W W A L L A B O V E 1 2 ' - 4 1 2 " F - 1 F - 1 F - 1 F - 1 F - 1 C E N T E R T H I C K E N E D S L A B B E L O W W A L L A B O V E 4'-0" 4 4 ' - 0 " 1 8 ' - 4 " 1 1 ' - 3 1 2 " F - 1 4 " C O N C . S L A B O V E R 4 " C O M P A C T E D G R A V E L W / C O N T R O L J O I N T S P E R D T L . 2 / S 1 . 0 4 " C O N C . S L A B O V E R 4 " C O M P A C T E D G R A V E L W / C O N T R O L J O I N T S P E R D T L . 2 / S 1 . 0 S I M P S O N D T T 2 Z W / P A B 4 A . B . F - 1 4'-6" 20'-0" F - 1 1 2 S D 1 . 0 1"11'-5" 4'-3" 6 " F - 1 1 2 S D 1 . 0 3 S D 1 . 0 1 S D 1 . 0 T Y P . @ S T E M W A L L S 3 S D 1 . 0 2 ' - 0 " 1 4 ' - 2 1 4 " A 3 H 1 H 1 H 1 H 1 H 1 H 1 S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S 1 . 0 F O U N D A T I O N P L A N SCALE:FOUNDATION PLAN1/4" = 1'-0"ANCHOR BOLT KEY NOTES:TAGDESCRIPTION-12"Ø ANCHOR BOLTS @ 12" O.C.-12"Ø ANCHOR BOLTS @ 24" O.C.-12"Ø ANCHOR BOLTS @ 36" O.C.-12"Ø ANCHOR BOLTS @ 48" O.C.-12"Ø ANCHOR BOLTS @ 60" O.C.A1A2A3A4A5 H O L D O W N S C H E D U L E M A R K S T R A P T Y P E S T R A P F A S T E N E R S # O F S T U D S A N C H O R B O L T # O F S T U D S F A S T E N E R S L S T H D 8 O R L S T H D 8 R J W / R I M ( 2 0 ) 1 6 d S I N K E R S 2 O R D T T 2 Z W / 1 2 Ø x 1 0 " 2 ( 8 ) 1 4 " x 1 1 2 " S D S N O T E S : S E E D E T A I L 7 / S D 1 . 0 F O R T Y P H O L D D O W N D E T A I L H 1 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 0 1 / 2 1 NOTES:1.FRAME 2x6 STUDS @ 16" O.C. TYP. U.N.O.- INDICATES LOCATION OF HOLD DOWN - INDICATES SHEAR WALL TYPE- INDICATES EXTENT OF SHEAR WALL LEGEND - INDICATES SHEAR WALL LINE W1X2-1 X1-1 Y1-1 Y4-1 W 1 Y2-1 W1 Y3-1 W 1 W B W C W 1 W 1 W 1 W 1 H 1 H 1 H 1 H 1 H 1 H 1 H 1 0 6 H 1 0 5 H 1 0 8 H 1 0 4 H 1 0 3 H 1 0 2 H101 H 1 0 7 S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S 1 . 1 M A I N L E V E L S H E A R P L A N O S B S H E A R W A L L S C H E D U L E M A R K S H E A T H I N G S I D E S O F W A L L S H E E T N A I L I N G P E R I M E T E R / F I E L D S H E E T S T A P L I N G P E R I M E T E R / F I E L D B L O C K I N G N A I L I N G ( U N O ) B O T T O M P L A T E I N T O R I M 7 / 1 6 " A P A R A T E D 1 8 d @ 6 / 1 2 O R 1 6 g a x 1 1 2 " @ 3 / 1 2 Y E S ( 2 ) 1 6 d N A I L S P E R 1 6 " B A Y 7 / 1 6 " A P A R A T E D 1 8 d @ 4 / 1 2 O R 1 6 g a x 1 1 2 " @ 2 / 1 2 Y E S ( 3 ) 1 6 d N A I L S P E R 1 6 " B A Y 7 / 1 6 " A P A R A T E D 1 8 d @ 3 / 1 2 Y E S ( 4 ) 1 6 d N A I L S P E R 1 6 " B A Y 7 / 1 6 " A P A R A T E D 1 8 d @ 2 / 1 2 ( 4 x S T U D S @ S H E A T H I N G P A R A M E T E R ) Y E S ( 4 ) S D S S C R E W S P E R 1 6 " B A Y 7 / 1 6 " A P A R A T E D 2 8 d @ 3 / 1 2 Y E S ( 5 ) S D S S C R E W S P E R 1 6 " B A Y G Y P S U M S H E A R W A L L S C H E D U L E 1 / 2 " G Y P . B O A R D 1 5 d C O O L E R @ 4 / 4 Y E S ( 2 ) 1 6 d N A I L S P E R 1 6 " B A Y 1 / 2 " G Y P . B O A R D 1 5 d C O O L E R @ 4 / 4 N O ( 2 ) 1 6 d N A I L S P E R 1 6 " B A Y O R 1 / 2 " G Y P . B O A R D 2 5 d C O O L E R @ 4 / 4 Y E S ( 2 ) 1 6 d N A I L S P E R 1 6 " B A Y 1 / 2 " G Y P . B O A R D 2 5 d C O O L E R @ 4 / 4 N O ( 2 ) 1 6 d N A I L S P E R 1 6 " B A Y T Y P . N O T E S : 1 . A L L S H E A T H I N G P A N E L E D G E S S H A L L B E B L O C K E D U N O 2 . P R O V I D E S A M E N A I L I N G P A T T E R N A B O V E A N D B E L O W O P E N I N G S A S A D J A C E N T S H E A R P A N E L . 3 . A L L E X T E R I O R W A L L S S H A L L B E S H E A R W A L L " W 1 " W I T H O U T B L K G U N O 4 . F A S T E N G A B L E / R I M T O S H E A R W A L L S B E L O W W / 1 0 d T O E N A I L S @ 1 2 " O . C . U N O 5 . F A S T E N T R U S S H E E L S T O S H E A R W A L L S W / H 2 . 5 A A N D ( 2 ) 1 0 d T O E N A I L S @ E A C H W 1 W 2 W 3 W 4 W 5 W A W B W C SCALE:MAIN LEVEL SHEAR PLAN1/4" = 1'-0" H O L D O W N S C H E D U L E M A R K S T R A P T Y P E S T R A P F A S T E N E R S # O F S T U D S A N C H O R B O L T # O F S T U D S F A S T E N E R S L S T H D 8 O R L S T H D 8 R J W / R I M ( 2 0 ) 1 6 d S I N K E R S 2 O R D T T 2 Z W / 1 2 Ø x 1 0 " 2 ( 8 ) 1 4 " x 1 1 2 " S D S N O T E S : S E E D E T A I L 7 / S D 1 . 0 F O R T Y P H O L D D O W N D E T A I L H 1 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 0 1 / 2 1 LEGEND - INDICATES BEARING WALLNOTES:1.PROVIDE TWO STUDS AT ALL GIRDER / BEAM BEARING LOCATIONS UNLESSNOTED OTHERWISE.2.ALL HEADERS TO BE (2) 2x8 DF #2 UNLESS NOTED OTHERWISE ON PLAN.3.CHANNEL AT MARKED BEAM LOCATIONS TO BE POCKETED INTO ROOFCAVITY. SEE PLAN FOR CORRESPONDING DETAILS. 1 3 S D 1 . 0 9 S D 1 . 0 - INDICATES ROOF FRAMING, SEE PLAN 8 S D 1 . 0 1 4 S D 1 . 0 9 S D 1 . 0 1 1 S D 1 . 0 1 1 S D 1 . 0 1 5 S D 1 . 0 1 5 S D 1 . 0 1 0 S D 1 . 0 1 3 S D 1 . 0 T 1 S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S 2 . 0 R O O F F R A M I N G P L A N SCALE:ROOF FRAMING PLAN1/4" = 1'-0"GABL E / D R A G T R U S S O R R I M K E Y N O T E S : TAG D E S C R I P T I O N -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 6" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 4" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 3" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ A35 @ 12" O.C., EDGE N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ A35 @ 6" O.C., EDGE NAI L S H E A T H I N G A B O V E T O T R U S S TYP. NOTES:1.-FASTEN GABLE/RIM TO SH E A R W A L L S B E L O W W / 1 0 d T O E N A I L S @ 1 2 " O . C . U N O 2.-FASTEN TRUSS HEELS TO S H E A R W A L L S W / H 2 . 5 A A N D ( 2 ) 1 0 d T O E N A I L S @ E A C H T1T2T3T4T5 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 0 1 / 2 1 LEGEND - INDICATES BEARING WALLNOTES:1.PROVIDE TWO STUDS AT ALL GIRDER / BEAM BEARING LOCATIONS UNLESSNOTED OTHERWISE.2.ALL HEADERS TO BE (2) 2x8 DF #2 UNLESS NOTED OTHERWISE ON PLAN.3.CHANNEL AT MARKED BEAM LOCATIONS TO BE POCKETED INTO ROOFCAVITY. SEE PLAN FOR CORRESPONDING DETAILS. 1 3 S D 1 . 0 9 S D 1 . 0 - INDICATES ROOF FRAMING, SEE PLAN 8 S D 1 . 0 1 4 S D 1 . 0 9 S D 1 . 0 1 1 S D 1 . 0 1 1 S D 1 . 0 1 5 S D 1 . 0 1 5 S D 1 . 0 1 0 S D 1 . 0 1 3 S D 1 . 0 T 1 S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S 2 . 0 R O O F F R A M I N G P L A N SCALE:ROOF FRAMING PLAN1/4" = 1'-0"GABL E / D R A G T R U S S O R R I M K E Y N O T E S : TAG D E S C R I P T I O N -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 6" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 4" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ 10d TOENAILS @ 3" O.C., E D G E N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ A35 @ 12" O.C., EDGE N A I L S H E A T H I N G A B O V E T O T R U S S -ATTACH GABLE/DRAG TRU S S O R R I M T O T O P P L A T E W/ A35 @ 6" O.C., EDGE NAI L S H E A T H I N G A B O V E T O T R U S S TYP. NOTES:1.-FASTEN GABLE/RIM TO SH E A R W A L L S B E L O W W / 1 0 d T O E N A I L S @ 1 2 " O . C . U N O 2.-FASTEN TRUSS HEELS TO S H E A R W A L L S W / H 2 . 5 A A N D ( 2 ) 1 0 d T O E N A I L S @ E A C H T1T2T3T4T5 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 0 1 / 2 1 H E A D E R S E E P L A N 1 6 d E N D N A I L S C R I P P L E S T U D T O M A T C H W A L L S T U D 2 x S I L L F U L L H E I G H T K I N G S T U D S E E S C H E D U L E T R I M M E R S T U D S E E S C H E D U L E C R I P P L E S T U D T O M A T C H W A L L S T U D S C A L E : H E A D E R D E T A I L 3 / 4 " = 1 ' - 0 " 4 S D 1 . 0 SCALE: TYP. STEM WALL DETAIL3/4" = 1'-0"1SD1.0 #4 CONT. @ 12" O.C.#4 BAR @ 18" O.C.SEE FTGSCHED3"CLR.3'-0" MIN.SEE FOOTINGSCHED 8"MIN.EXTERIOR SHEATHING, SEE PLAN INTERIOR FINISH,SEE PLAN 2x WALL, SEE PLAN2x6 P.T. SILL W/ MIN. W/ 1/2"Øx10"ANCHOR BOLTS @ 72" O.C. W/MIN. 7" EMBEDMENT. & NOT MORETHAN 12" FROM CORNERS & ENDSCONC. SLAB,SEE PLANCONC. WALL, SEE PLANREBAR, SEE FOOTINGSCHEDULE 0'-0" T.O. FINISH FLOORT.O. GRADE 1/2" EXPANSION MATERIAL2" RIGID FOAM INSULATIONSCALE: TYPICAL SLAB J O I N T D E T A I L S 3/4" = 1'-0"2SD1.0 SLAB + 4" 8 " U . N . O . SAWED OR FO R M E D J O I N T @ C O N T R A C T O R S O P T I O N . 1)2)SAW CUT TO B E M A D E A S S O O N A S P O S S I B L E 3)WITHOUT DAM A G I N G S U R F A C E . RECOMMEND J O I N T B E P L A C E D 1 0 ' - 0 " O . C . "T" 4" "T" SEE PLAN CO N T R O L J O I N T 8 " U . N . O . CONS T R U C T I O N J O I N T MAX. EA. WAY & R A T I O 2 : 1 N O T E X C E E D E D CONC. SLAB, SEE PLAN I N D U C E D C R A C K 4" OF 3/4" COMPACTED AGGREGATECONT. REINF. THRU JOINT C O N C . S L A B , S E E P L A N 4" OF 3/4" COMPACTED AGGREGATE ( 2 ) # 4 B A R S C O N T . E A . S I D E S C A L E : T H I C K E N E D S L A B D E T A I L 3 / 4 " = 1 ' - 0 " 3 S D 1 . 0 C O N C . S L A B , S E E P L A N S E E P L A N SEE PLAN ( 2 ) # 4 B A R S C O N T . 2 x S T U D W A L L , S E E P L A N 2 x C O N T P . T . S I L L W / H I L T I X - C P 7 2 P I N S @ 1 2 " O . C . 3" EDGE NAIL I N G EDGE N A I L I N G 2 x B L K G PA R A P E T 8 d @ 4 " O . C . 2 x B L K G SEE ARCH. DRAWINGS FOR PARAPET HEIGHT (66" MAX.) SCALE: TYPICAL TRUS S B E A R I N G 3/4" = 1'-0"6SD1.0 1 - 3 / 4 " 8 d @ 4 " O . C . 2x6 EN D V E R T . ( M I N . ) EDGE NAILINGEDGE NAILING2x BLKG PARAPET8d @ 4" O.C.2x BLKG SEE ARCH. DRAWINGSFOR PARAPET HEIGHT(PARAPET & BLKG @ 24"O.C. WHEN LESS THEN 66"OR @12" O.C. WHEN 66"-96")1-3/4"8d @ 4" O.C.2x6 END VERT.(MIN.)SIMPSON LSTI15CNTRD ACROSS TRUSS2x BLOCKINGFOR 2'-6" MIN.(4) 10d NAILSSCALE: GABLE BRACING 3/4" = 1'-0"5SD1.0 T R U S S C O M P A N Y T O A D D V E R T . W / 1 . 5 K I P U P L I F T C A P A C I T Y E Q ( 2 ) 1 2 " T H R U B O L T S ( 2 ) 1 2 " T H R U B O L T S W E D G E B L O C K E Q S C A L E : C H A N N E L A T T A C H M E N T D E T A I L 3 / 4 " = 1 ' - 0 " 7 S D 1 . 0 S C A L E : C H A N N E L P O C K E T D E T A I L 3 / 4 " = 1 ' - 0 " 8 S D 1 . 0 SCALE: CHANNEL BEA M E N D C O N N E C T I O N 3/4" = 1'-0"10SD1.1 S C A L E : T Y P I C A L C H A N N E L L E D G E R D E T A I L 3 / 4 " = 1 ' - 0 " 1 1 S D 1 . 0 C - C H A N N E L S E E P L A N P . E . T R U S S , S E E P L A N ' C ' C H A N N E L S E E P L A N L 2 x 2 x 1 4 " ( 2 ) 1 2 " B O L T S T Y P . B O T H S I D E S M E T A L R O O F I N G ( 3 ) 5 " O L Y L O G S C R E W S @ 3 2 " O . C . M A X 1 4 " x 4 " x 4 " P L A T E T A B ( 2 ) 1 2 " T H R U B O L T S 2 x W A L L , S E E P L A N 1 / 4 T Y P 1 / 4 2 4 " x 2 4 " x 8 " C O N C F T G A T C O N T R A C T O R S O P T I O N S C A L E : S T E E L P O S T F O U N D A T I O N D E T A I L 3 / 4 " = 1 ' - 0 " 1 2 S D 1 . 0 ( 4 ) # 4 B A R S V E R T . 2'-0" MIN F T G . R E I N F . ( 2 ) # 4 E A C H W A Y 3" CLR 1 ' - 6 " 8" G R A D E G R A D E H S S 6 x 6 x 3 1 6 " S O N O T U B E ( 3 ) # 3 T I E S @ 3 " O . C . E L S E 1 2 " O . C . 1 / 4 1 2 " x 1 0 " x 1 0 " 1 - 1 / 2 " N O N - S H R I N K G R O U T A N C H O R B O L T S , S E E P L A N CL 1 1 2 " 112"112" 1 1 2 " EQ EQ COL. 14" TOP PLATE1/4 L2x2x14"4" LONG (2) 12" THRU BOLTSSCALE:POST BEARING DETAIL3/4" = 1'-0"13SD1.0 STEEL POST,PER PLAN 1/4 1/4 1 / 4 1 - 6 " ' C ' C H A N N E L S E E P L A N B L O C K I N G A S N E E D E D 9 S D 1 . 0 SCALE: CHANNEL POCKET DETAIL3/4" = 1'-0"9SD1.0 L2x2x14"4" LONG (2) 12" THRU BOLTS34" THREADED ROD14" PLATENO PL REQ'D@ SIM CONDITIONSCALE: CHANNEL POC K E T D E T A I L 3/4" = 1'-0"14SD1.0 L2x2x14"4" LONG ( 2 ) 1 2 " T H R U B O L T S 3 4 " T H R E A D E D R O D 1 4 " P L A T E N O P L R E Q ' D @ S I M C O N D I T I O N B L O C K I N G W / W E D G E A S R E Q U I R E D R O O F F R A M I N G , S E E P L A N P A R A P E T 8 d @ 4 " O . C . E D G E N A I L I N G ( 4 ) 1 0 d N A I L S S C A L E : T Y P L E D G E R D E T A I L 3 / 4 " = 1 ' - 0 " 1 5 S D 1 . 0 R O O F S H E A T H I N G , S E E P L A N E D G E N A I L I N G 2 x 6 L E D G E R W / ( 2 ) 5 " O L Y L O G S C R E W S @ 2 4 " M A X E X T E R I O R F I N I S H , S E E P L A N E D G E N A I L I N G , S E E P L A N 2 x B L K G F O R H A N G E R C O N N E C T I O N N O T C H S T U D F O R C H A N N E L B E A M N O T E : N O N O T C H & C H A N N E L B E A M @ S I M C O N D I T I O N SIMPSON DTT2ZATTACHED TO STUDS IN WALL(2) 2x STUDS ATTACHEDTO DTT2Z BOTH ENDS, SEE S1.0 BLK AS NEEDED(2) 5" OLYLOG SCREWS(2) 12" THRU BOLTSBLK AS NEEDED S C A L E : D A T E : C H E C K E D B Y : J O B N O . : D R A W N B Y : 1 1 0 2 N . F R A N K L I N B L V D . N A M P A , I D 8 3 6 8 7 P H . # ( 2 0 8 ) 4 7 5 - 0 0 2 3 F A X ( 2 0 8 ) 4 7 5 - 0 0 4 4 D E S I G N E D B Y : 1 2 / 0 1 / 2 0 2 1 A S N O T E D Z E L H E P 2 0 2 1 - 1 2 3 0 5 D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS -REXBURG, IDAHO K W / J M R F , E A 1 8 1 1 7 0 3 / 1 9 / 2 0 2 0 ... ... ... ... ... S D 1 . 0 S T R U C T U R A L D E T A I L S 9 7 9 0 S H A W N D R E E E R PR O F E S S I O N A L E N G I N R E E R E G I S T E D E R S T A T E O F I D A H O 1 2 / 1 1 / 2 1 City ordinance call for top horizontal to be in the top 6" 1 2 " Ø M D 1 2 " Ø - 4 w a y 5 7 0 C D 1 2 " Ø - 4 w a y 5 7 0 C D M D 1 0 " Ø 16"x12"16"x12" MD 8"Ø8"Ø - 2 way100CD-1MD10"Ø10"Ø - 4 way250CD-1 M D 1 0 " Ø 1 0 " Ø - 3 w a y 3 0 0 C D - 1 M D 1 2 " Ø 21x21895 R G 2 2 " x 1 4 " 21x21895 R G 22"x14"T 1 2EF-113517 LBS. R T U - 1 1 7 9 0 7 4 7 L B S . # S Y M B O L U S E D F O R N O T E C A L L O U T : R O U T E R E T U R N A N D S U P P L Y D U C T S U P T H R U R O O F A N D T R A N S I T I O N T O U N I T A S R E Q U I R E D . P R O V I D E T U R N I N G V A N E S I N E L B O W S A N D A F L E X I B L E D U C T C O N N E C T I O N A S U N I T . 6 " Ø E X H A U S T D U C T U P T H R U R O O F , T O R O O K J A C K / C A P . 1 2 M 1 . 1 F L O O R P L A N M E C H A N I C A L FLOOR PLAN - MECHANICAL1SCALE: 1/4" = 1'-0"PROJECTNORTH K E Y N O T E S 101 SEATING 102 ROOM REST 103 MECH 1 0 4 A R E A W O R K 1 0 5 R E C E I V I N G S F = 7 9 5 # D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 A L L M E C H A N I C A L E Q U I P M E N T A N D S Y S T E M S S H A L L 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 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 ( 2 0 1 9 I M C ) L A T E S T E D I T I O N , A N D A L L L O C A L A N D S T A T E C O D E S . A L L P L U M B I N G E Q U I P M E N T A N D S Y S T E M S S H A L L 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 L A T E S T A D O P T E D P L U M B I N G C O D E , A N D A L L L O C A L A N D S T A T E C O D E S . A L L M E C H A N I C A L A N D P L U M B I N G E Q U I P M E N T E Q U I P M E N T S H A L L B E I N S T A L L E D P E R T H E M A N U F A C T U R E ' S R E C O M M E N D A T I O N S . M E C H A N I C A L C O N T R A C T O R S S H A L L R E C E I V E P R I O R A P P R O V A L F R O M T H E S T R U C T U R A L E N G I N E E R B E F O R E M A K I N G C U T S T H R O U G H A N Y S T R U C T U R E M E M B E R . M E C H A N I C A L C O N T R A C T O R S S H A L L C O O R D I N A T E I N S T A L L A T I O N W I T H C O N S T R U C T I O N S U P E R V I S O R A N D W I T H A L L O T H E R T R A D E S T O A V O I D C O N F L I C T S . T H E M E C H A N I C A L C O N T R A C T O R S S H A L L V E R I F Y M O T O R V O L T A G E W I T H T H E E L E C T R I C A L D R A W I N G S B E F O R E O R D E R I N G M O T O R I Z E D E Q U I P M E N T A N D C O N T R O L S . S E E M E C H A N I C A L S C H E D U L E S H E E T F O R S C H E D U L E C A P A C I T I E S O F A L L M E C H A N I C A L E Q U I P M E N T A N D M A T E R I A L S S P E C I F I E D . D O M E S T I C W A T E R S E R V I C E I S P R O V I D E D W I T H A D O U B L E C H E C K B A C K F L O W P R E V E N T E R . A L L M E C H A N I C A L E Q U I P M E N T T O B E P R O P O S E D M U S T B E O N T H E A P P R O V E D L I S T P R I O R T O S U B M I T T A L S . A L L A P P R O V E D M A N U F A C T U R E R S M U S T B E C A P A B L E O F M E E T I N G T H E R E Q U I R E M E N T S O F T H E S P E C I F I E D E Q U I P M E N T . R U N O U T A N D H O O D U P S I Z E S T O I N D I V I D U L E P L U M B I N G F I X T U R E C A N B E F O U N D O N T H E P L U M B I N G F I X T U R E S C H E D U L E . P R O V I D E R E M O T E R C E I L I N G A C C E S S B A L A N C E D A M P E R S W I T H C O N C E A L E D C H R O M E P L A T E C O V E R S F O R B A L A N C E D A M P E R S L O C A T E D A B O V E H A R D C E I L I N G S . P A I N T A L L V T R ' S F L U E S , E X H A U S T C A P S , A N D O T H E R M E C H A N I C A L I T E M S O N T H E R O O F T O M A T C H T H E R O O F C O L O R . I N S U L A T E D F L E X I B L E D U C T W O R K M A Y B E U S E D F O R R U N O U T S T O G R I L L E S A N D D I F F U S E R S , I N L E N G T H O F 6 ' - 0 " O R L E S S . M A I N T A I N M I N I M U M O F 1 0 ' - 0 " D I S T A N C E B E T W E E N A L L F R E S H A I R I N T A K E S A N D E X H A U S T O R G A S F L U E D I S C H A R G E S . T H E P L U M B I N G 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 B A C K F L O W D E V I C E S T O B E I N S P E C T E D B E A C E R T I F I E D B A C K F L O W T E C H N I C I A N B E F O R E T H E U S E O F T H E B U I L D I N G P O T A B L E W A T E R S Y S T E M . L O C A T E D A C C E S S H A T C H E S S O A S T O P R O V I D E O P T I M U M S E R V I C E A B I L I T Y T O E Q U I P M E N T A N D / O R V A L V I N G . S E E A R C H I T E C T U R A L S P E C I F I C A T I O N F O R T Y P E A N D C O L O R . C O O R D I N A T E L O C A T I O N W I T H S T R U C T U R A L A N D L I G H T I N G . W H E N E V E R T H E R E I S A D I S C R E P A N C Y B E T W E E N T H E R U N O U T D U C T S I Z E S H O W N O N T H E P L A N S A N D T H A T S H O W N I N T H E S C H E D U L E , A L W A Y S U S E T H E L A R G E R O F T H E T W O D U C T S I Z E S . M E C H A N I C A L G E N E R A L N O T E S 1 ) 2 ) 3 ) 4 ) 5 ) 6 ) 7 ) 8 ) 9 ) 1 0 ) 1 1 ) 1 2 ) 1 3 ) 1 4 ) 1 4 ) 1 6 ) 1 7 ) C O M P L I A N C E W I T H T H E L A T E S T A D O P T E D E D I T I O N O F T H E I N T E R N A T I O N A L E N E R G Y C O N S E R V A T I O N C O D E I S R E Q U I R E D F O R T H I S P R O J E C T . T H E S E N O T E D C O V E R M A N D A T O R Y R E Q U I R E M E N T S O F T H E C O D E . A D D I T I O N A L R E Q U I R E M E N T S A R E N O T E D O N T H E D R A W I N G S A N D I N T H E S P E C I F I C A T I O N S . M I N I M U M R E Q U I R E M E N T S F O R S U P P L Y A N D R E T U R N D U C T W O R K I N S U L A T I O N : R - 6 : D U C T S L O C A T E D I N U N C O N D I T I O N E D S P A C E S ( S P A C E N E I T H E R H E A T E D N O R C O O L E D S U C H A S A B O V E C E I L I N G S P A C E S , W A L L S P A C E S , D U C T C H A S E S , S O F F I T S , A T T I C S , C R A W L S P A C E S , U N H E A T E D B A S E M E N T S , A N D U N H E A T E D G A R A G E S ) . R 1 2 : D U C T S L O C A T E D O U T S I D E O F T H E B U I L D I N G ' S I N S U L A T I N G E N V E L O P E ( S U C H A S A B O V E T H E A T T I C I N S U L A T I O N ) . T Y P I C A L I N S U L A T I O N T H I C K N E S S R E Q U I R E D T O M E E T T H E S E R E Q U I R E M E N T S : F I B E R G L A S S D U C T W R A P : R - 6 , R - 1 2 . F I B E R G L A S S D U C T L I N E R : R - 6 , R - 1 2 . C O N T R A C T O R S H A L L V E R I F Y W I T H T H E M A N U F A C T U R E R , T H E R - V A L U E S O F T H E A C T U A L I N S U L A T I O N U S E D . R - V A L U E S S H A L L B E I N S T A L L E D V A L U E S . W H E R E D U C T S U S E D F O R C O O L I N G A N D E X T E R N A L L Y I N S U L A T E D , T H E I N S U L A T I O N S H A L L B E C O V E R E D W I T H A V A P O R R E T A R D E R H A V I N G A M A X I M U M P E R M E A N C E O F 0 . 0 5 P E R M O F A L U M I N U M F O I L H A V I N G A M I N I M U M T H I C K N E S S O F 2 M I L S . I N S U L A T I O N H A V I N G A P E R M E A N C E O F 0 . 0 5 P E R S O F L E S S S H A L L N O T B E R E Q U I R E D T O B E C O V E R E D . A L L J O I N T S A N D S E A M S S H A L L B E S E A L E D T O M A I N T A I N T H E C O N T I N U I T Y O F T H E V A P O R R E T A R D E R . A L L D U C T J O I N T S , S E A M S , A N D C O N N E C T I O N S S H A L L B E F A S T E N E D A N D S E A L E D W I T H W E L D S , G A S K E T S , A D H E S I V E S , M A S T I C - P L U S - E M B E D D E D - F A B R I C S Y S T E M , O R T A P E S . T A P E S A N D M A S T I C S S H A L L B E L I S T E D A N D L A B E L E D P E R U L 1 8 1 A O R U L 1 8 1 B . D U C T T A P E I S N O T P E R M I T T E D A S A S E A L A N T O N A N Y M E T A L D U C T S , D U C T C O N N E C T I O N S T O F L A N G E S O R E Q U I P M E N T S H A L L B E S E A L E D A N D M E C H A N I C A L L Y F A S T E N E D . M I N I M U M R E Q U I R E M E N T S ( T H I C K N E S S ) F O R P I P I N G I N S U L A T I O N S H A L L B E A S F O L L O W S : F L U I D N O M I N A L P I P E D I A M E T E R 1 / 2 " T O < 1 - 1 / 2 " 1 - 1 / 2 " T O < 4 " 4 " A N D A B O V E T H E A B O V E I N S U L A T I O N I S B A S E D O N H A V I N G A C O N D U C T I V I T Y N O T E X C E E D I N G 0 . 2 7 B T U - I N C H / H O U R - F T 2 = ° F . D O M E S T I C H O T W A T E R P I P I N G S Y S T E M S S H A L L B E I N S T A L L E D W I T H 1 " I N S U L A T I O N H A V I N G A C O N D U C T I V I T Y N O T E X C E E D I N G 0 . 2 7 B T U - I N C H / H O U R - ° F . D O M E S T I C W A T E R H E A T E R S W H I C H A R E N O T P R O V I D E D W I T H I N T E G R A L H E A T T R A P S A N D S E R V E N O N C I R C U L A T I O N S Y S T E M S S H A L L B E P R O V I D E D W I T H H E A T T R A P S O N T H E S U P P L Y A N D D I S C H A R G E P I P I N G A T T H E W A T E R H E A T E R . D O M E S T I C H O T W A T E R S Y S T E M S W I T H R E C I R C U L A T I O N P U M P S O F E L E C T R I C H E A T T R A C E S H A L L B E C O N T R O L L E D W I T H 7 - D A Y T I M E C L O C K S . A N O P E R A T I N G A N D M A I N T E N A N C E M A N U A L S H A L L B E P R O V I D E D P R I O R T O I S S U R A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . T H E O & M M A N U A L S H A L L C O N T A I N T H E F O L L O W I N G I N F O R M A T I O N A S A M I N I M U M . E Q U I P M E N T C A P A C I T Y ( I N P U T & O U T P U T ) . E Q U I P M E N T O P E R A T I N G A N D M A I N T E N A N C E I N S T R U C T I O N . C O N T R O L S Y S T E M M A I N T E N A N C E A N D C A L I B R A T I O N I N F O R M A T I O N , I N C L U D I N G W I R I N G D I A G R A M S , S C H E M A T I C S , A N D C O N T R O L S E Q U E N C E S . C O N T R O L S Y S T E M S E T P O I N T S H A L L B E S H O W N O N C O N T R O L D R A W I N G S , A T C O N T R O L D E V I C E S , O F I N P R O G R A M M I N G C O M M E N T O N D D C S Y S T E M S . A C O M P L E T E W R I T T E N N A R R A T I V E O N H O W E A C H M E C H A N I C A L S Y S T E M I D I N T E N D E D T O O P E R A T E . E N E R G Y C O D E C O M P L I A N C E 1 . R E F R I G E R A N T S E E S P E C I F I C A T I O N S A . B . C . D . E . F . G . H . I . J . 1 ) 2 ) 3 ) 4 ) 5 ) 1 ) 2 ) 1 ) 2 ) E X I S T I N G D U C T W O R K SYMBOL D E S C R I P T I O N MDFDSD S U P P L Y A I R ( S . A . ) R E T U R N A I R ( R . A . ) T U R N I N G V A N E S M A N U A L D A M P E R F I R E D A M P E R S M O K E D A M P E R *SYMBOL LEG E N D * EF-6 6001759x9-4 CD RTEF S Y M B O L C A P A C I T Y E Q U I P M E N T S I Z E T Y P E P A T T E R N C F M D I F F U S E R O R G R I L L E CDRGCD-1 E X H A U S T F A N R O O F T O P A I R C O N D I T I O N I N G U N I T C E I L I N G D I F F U S E R ( G Y P S U M C E I L I N G ) R E T U R N A I R G R I L L E ( L A Y - I N C E I L I N G ) C E I L I N G D I F F U S E R ( L A Y - I N C E I L I N G ) *MECHANICAL C A L L O U T * 1 2 - 2 3 - 2 0 2 1 M 1 . 2 M E C H A N I C A L N O T E S / D E T A I L S D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 * D I F F U S E R A N D G R I L L E S C H E D U L E * D E S C R I P T I O N S Y M B O L F R A M E F O R M O U N T I N G I N 2 4 " x 2 4 " T - B A R G R I D S I Z E A N D D I F F U S I O N P A T T E R N O N T H E D R A W I N G S C D C E I L I N G S U P P L Y D I F F U S E R S Q U A R E P L A Q U E T Y P E S U P P L Y D I F F U S E R 4 F U L L Y A D J U S T A B L E C O N E S M I N I M U M 2 4 " x 2 4 " F A C E F U L L Y L O U V E R E D W H I T E P O W D E R C O A T F I N I S H A L L A L U M I N U M C O N S T R U C T I O N P R I C E T I T U S K R U E G E R T U T T L E A N D B A I L E Y C A R N E S T 1 1 0 0 S H P A P L Q D A T A S P D M E T A L - A I R 5 7 5 0 F R A M E F O R M O U N T I N G I N G Y P S U M B O A R D C E I L I N G S I Z E A N D D I F F U S I O N P A T T E R N O N T H E D R A W I N G S C D - 1 C E I L I N G S U P P L Y D I F F U S E R S Q U A R E P L A Q U E T Y P E S U P P L Y D I F F U S E R 4 F U L L Y A D J U S T A B L E C O N E S M I N I M U M W H I T E P O W D E R C O A T F I N I S H A L L A L U M I N U M C O N S T R U C T I O N P L Q 5 7 5 0 A S P D D A T T 1 1 0 0 T I T U S T U T T L E A N D B A I L E Y M E T A L - A I R C A R N E S K R U E G E R P R I C E S H P A F R A M E F O R M O U N T I N G I N 2 4 " x 2 4 " T - B A R G R I D S I Z E S H O W N O N T H E D R A W I N G S A L L A L U M I N U M C O N S T R U C T I O N W H I T E P O W D E R C O A T F I N I S H 2 4 " x 2 4 " O R 2 4 " x 1 2 " F A C E E G G C R A T E T Y P E R E T U R N G R I L L E R G C E I L I N G R E T U R N D I F F U S E R E G 1 0 - 8 2 5 0 F - T I T U S T U T T L E A N D B A I L E Y M E T A L - A I R K R U E G E R P R I C E R A E A C A R N E S N O T E S : D I F F U S E R S I Z I N G I S B A S E D O N A I R B E I N G I N T R O D U C E D A N 2 5 D E G R E E S F . T E M P E R A T U R E D E F E R E N T I A L , A N D A I R B E I N G D I F F U S E D A T T H E F I V E F O O T L E V E L T O A V E L O C I T Y N O T G R E A T E R T H A N 5 0 F P M . D I F F U S E R S S E L E C T E D S O A S N O T T O E X C E E D T H E N C - 3 0 C U R V E . R E G I S T E R A N D G R I L L E S I Z I N G I S S E L E C T E D S O A S N O T T O E X C E E D T H E N C - 3 0 C U R V E . M A N U F A C T U R E R S H A L L G U A R A N T E E T O M E E T T H E A B O V E P E R F O R M A N C E F A C T O R S A N D R E P L A C E A L L D I F F U S E R S W H E R E R E Q U I R E D . M E C H A N I C A L I N S U L A T I O N S C H E D U L E MECHANI C A L G E N E R A L N O T E S CODES RULES AND REG U L A T I O N S : ALL WORK SHALL CO N F O R M T O A L L A P P L I C A B L E L O C A L A N D S T A T E CODES. WHENEVER INDICAT E D M A T E R I A L W O R K M A N S H I P , A R R A N G E M E N T O R CONSTRUCTION IS O F H I G H E R Q U A L I T Y O R C A P A C I T Y T H A N T H A T REQUIRED BY THE A B O V E C O D E S , T H E D R A W I N G A N D O R SPECIFICATION SHAL L G O V E R N . SHOULD THERE BE A N Y D I R E C T C O N F L I C T B E T W E E N T H E S T A T E O R LOCAL CODES, LAWS O R R E G U L A T I O N A N D T H E D R A W I N G A N D O R SPECIFICATIONS TH E C O D E S , L A W S O R R E G U L A T I O N S S H A L L G O V E R N . STANDARDS: INTERNATIONAL BUIL D I N G C O D E 2 0 1 8 E D I T I O N INTERNATIONAL PLU M B I N G C O D E 2 0 1 8 E D I T I O N INTERNATIONAL MEC H A N I C A L C O D E 2 0 1 8 E D I T I O N INTERNATIONAL FUE L G A S C O D E 2 0 1 8 E D I T I O N SMACNA DUCT CONS T R U C T I O N S T A N D A R D , M E T A L A N D F I B E R G L A S S SMACNA FIRE DAMP E R G U I D E F O R A I R H A N D L I N G S Y S T E M S SMACNA MANUAL FO R B A L A N C I N G A N D A D J U S T I N G O F A I R DISTRIBUTION SYST E M S . SMACNA GUIDELINE S F O R S E I S M I C R E S T R A I N T S O F M E C H A N I C A L EQUIPMENT NFPA 101 LIFE SAFET Y C O D E S . NFPA 90A INSTALLAT I O N O F A I R C O N D I T I O N I N G A N D V E N T I L A T I O N SYSTEMS. NFPA 90B INSTALLAT I O N O F W A R M A I R H E A T I N G S Y S T E M S . NFPA 91 INSTALLATI O N O F B L O W E R A N D E X H A U S T S Y S T E M S THE STATE OF UTAH " B O I L E R A N D P R E S S U R E V E S S E L REGULATIONS"EXAMINATION OF SITE: THE CONTRACTOR S H A L L C A R E F U L L Y E X A M I N E T H E D R A W I N G S A N D THE SITE AND FAMILI A R I Z E T H E M S E L V E S W I T H A L L E X I S T I N G C O N D I T I O N S BEFORE SUBMITTING A N Y P R O P O S A L . N O A D D I T I O N C O S T W I L L B E ALLOWED FOR FAILU R E T O V I S I T T H E S I T E . WORKING DRAWINGS A N D M E A S U R E M E N T S : THESE DRAWINGS A R E G E N E R A L L Y D I A G R A M M A T I C . T H E Y D O N O T SHOW EVER OFFSET A N D B E N D T H A T M A Y B E N E E D E D T O I N S T A L L THE WORK. THE CO 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 D R A W I N G S O F ALL OTHER TRADES I N C L U D I N G B U T N O T L I M I T E D T O T H E C I V I L , ARCHITECTURAL, EL E C T R I C A L , A N D S T R U C T U R A L . T H E S E D R A W I N G S SHALL NOT BE SCAL E D F O R R O U G H I N O R A S S H O P D R A W I N G S . EQUIPMENT SUBMITTAL S : PROVIDE ALL AT ONE T I M E I N A T H R E E R I N G B I N D E R S I X C O P I E S O F EQUIPMENT PROPOS E D T O B E U S E D O N T H I S P R O J E C T . REGARDLESS OF AN Y I N F O R M A T I O N O U T L I N E D I N T H E S U B M I T T A L S O R SHOP DRAWINGS, TH E R E Q U I R E M E N T S O F T H E D R A W I N G S M U S T FOLLOWED AND AR N O T W A I V E D O R S U P E R S E D E D I N A N Y W A Y B Y THE SUBMITTALS OR S H O P D R A W I N G R E V I E W . CAULKING AND SEALIN G : ALL SPACES BETWE E N D U C T S A N D S L E E V E S T H R O U G H F I R E W A L L S , FIRE PARTITIONS, FL O O R S , A N D C E I L I N G S S H A L L C A U L K E D W I T H O N E INCH FILL OF 3M "FIR E B A R R I E R " . C A U L K I N G M U S T B E O N B O T H SIDES OF FIRE RATE D W A L L S . SUPERVISION AND WOR K M A N S H I P : PROVIDE THE SERVI C E S O F A N E X P E R I E N C E D F O R M A N W H O S H A L L B E IN CHARGE OF ALL IN S T A L L A T I O N . ALL WORKMANSHIP S H A L L B E O F F I R S T Q U A L I T Y . N O N E B U T COMPETENT MECHA N I C S S H A L L B E E M P L O Y E D I N T H E W O R K . SHODDY WORKMANS H I P W I L L B E C A U S E F O R R E J E C T I O N A N D REPLACEMENT OF W O R K W I T H O U T A D D I T I O N A L C O S T . COOPERATION WITH OT H E R T R A D E S : REFER TO ALL THE D R A W I N G S C O V E R I N G W O R K O F A L L T R A D E S , WHICH IS CARRIED O N I N C O N J U N C T I O N W I T H T H E W O R K S U C H T H A T ALL WORK CAN PRO C E E D W I T H O U T I N T E R F E R E N C E R E S U L T I N G F R O M LACK OF COORDINAT I O N . MANUFACTURERS INST R U C T I O N S : THE CONTRACTOR S H A L L F O L L O W T H E M A N U F A C T U R E R S I N S T A L L A T I O N INSTRUCTION EXPLI C I T L Y I N T H E I N S T A L L A T I O N O F A L L I T E M S O F EQUIPMENT.COMPLETION REQUIRE M E N T S : ALL SYSTEMS SHALL B E T E S T E D B Y T H E C O N T R A C T O R T O DEMONSTRATE THE A L L E Q U I P M E N T F U R N I S H E D A N D I N S T A L L E D O R CONNECTED FUNCTI O N I N T H E M A N N E R R E Q U I R E D . ADJUSTMENTS, OPE R A T I O N , E T C . A D J U S T A L L R E G U L A T O R S . O P E N A N D CLOSE ALL VALVES S E V E R A L T I M E S T O I N S U R E S E A L . CLEANING: REMOVE DEBRIS AN D T R A S H F R O M D U C T W O R K A N D V A C U U M I F REQUIRED. PAINT IN S I D E O F A L L D U C T S V I S I B L E T H R O U G H G R I L L E S AND REGISTERS WIT H F L A T B L A C K E N A M E L . R E M O V E S H I P P I N G L A B E L S AND OTHER TAGS AN D W I P E A L L E Q U I P M E N T C L E A N . TESTING AND BALANCI N G : AT THE COMPLETION O F T H E J O B T H E C O N T R A C T O R S H A L L R E T A I N THE SERVICES OF A N I N D E P E N D E N T T E S T I N G A N D B A L A N C I N G CONTRACTOR. PRO V I D E A L L T O O L S , E Q U I P M E N T A N D I N S T R U M E N T S REQUIRED FOR THE T E S T A N D B A L A N C I N G P R O C E D U R E S . T E S T A N D BALANCE BOTH THE A I R S Y S T E M S A N D T H E H Y D R A U L I C S Y S T E M S . SUBMIT 4 COPIES OF C O M P L E T E T E S T A N D B A L A N C I N G R E P O R T S COMPLETE WITH HAL F S C A L E D R A W I N G S I N D I C A T I N G T H E A I R O P E N I N G NUMBERS AND FLOW S T A T I O N N U M B E R S T H A T C O R R E S P O N D T O T H E NUMBERING SYSTEM S I N T H E R E P O R T S IDENTIFY AND LIST SI Z E T Y P E A N D M A N U F A C T U R E R O F A L L EQUIPMENT. MAKE A L L A D J U S T M E N T S T O D A M P E R S , D R I V E S A N D BALANCE VALVES TO O B T A I N T H E D E S I G N F L O W Q U A N T I T I E S . F L O W QUANTITIES SHALL B E W I T H I N P L U S O R M I N U S 5 % O F D E S I G N . GUARANTEE: BY THE ACCEPTANC E O F A N C O N T R A C T A W A R D F O R T H E W O R K H E R E IN DESCRIBED OR SH O W N O N T H E D R A W I N G S , T H E C O N T R A C T O R ASSUMES THE FULL R E S P O N S I B I L I T Y I M P O S E D B Y T H E G U A R A N T E E A S SET FORTH HEREIN, A N D S H A L L P R O T E C T H I M S E L F T H R O U G H P R O P E R GUARANTEES FROM E Q U I P M E N T V E N D O R S A N D F R O M SUBCONTRACTORS A S T H E I R I N T E R E S T S M A Y A P P E A R . 1. THAT THE ENTIRE M E C H A N I C A L S Y S T E M S S H A L L B E Q U I E T I N OPERATION. 2. THAT THE CIRCUL A T I O N O F W A T E R S H A L L B E C O M P L E T E A N D EVEN INCLUDING T H E D O M E S T I C H O T W A T E R SYSTEM. 3. THAT HE WILL MA K E P R O M P T L Y U P O N N O T I C E , F R E E O F C H A R G E , ANY REPAIRS NEC E S S A R Y D U E T O D E F E C T I V E M A T E R I A L S O R MATERIALS OR WO R K M A N S H I P T H A T M A Y O C C U R D U R I N G A P E R I O D OF ONE YEAR FRO M T H E D A T E O F S U B S T A N T I A L C O M P L E T I O N . FIVE YEARS FOR A I R C O N D I T I O N I N G C O M P R E S S O R S . C O O R D I N A T E A L L S U S P E N D E D E Q U I P M E N T W I T H A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N . 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 M E C H A N I C A L C O N T R A C T O R T O C O O R D I N A T E H I S W O R K W I T H A L L O T H E R T R A D E S . C O O R D I N A T E A L L R O O F M O U N T E D M E C H A N I C A L E Q U I P M E N T W I T H S T R U C T U R A L P L A N S . T H E M E C H A N I C 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 A D D I T I O N A L S T R U C T U R E R E Q U I R E D T O S U P P O R T T H E E Q U I P M E N T I F E Q U I P M E N T W E I G H T A N D D I M E N S I O N S E X C E E D W H A T H A S B E E N S C H E D U L E D A N D S H O W N O N T H E D R A W I N G S . C O O R D I N A T E A L L R O O F P E N E T R A T I O N S W I T H S T R U C T U R A L D R A W I N G S . A L L D U C T S I Z E S A R E C L E A R I N S I D E D I M E N S I O N S . I N C R E A S E S I Z E S A S R E Q U I R E D F O R D U C T L I N E R . A L L E Q U I P M E N T D E S I G N E D T O B E F I X E D I N P O S I T I O N S H A L L B E S E C U R E L Y F A S T E N E D I N P L A C E . * G E N E R A L N O T E S * A L L Q U E S T I O N M U S T B E S U B M I T T E D T O T H E A R C H I T E C T I N T H E F O R M O F A N R F I . A N Y R F I S E N T D I R E C T L Y T O E N G I N E E R W I L L B E R E T U R N E D U N R E A D . A N Y R F I ' s T H A T H A V E B E E N C O R R E C T E D O R A P P R O V E D B Y T H E E N G I N E E R W I L L B E J U S T F O R C L A R I F I C A T I O N , A N D D O E S N O T C O N S T I T U T E A C H A N G E O R D E R . C H A N G E O R D E R S M U S T B E S U B M I T T E D T O T H E A R C H I T E C T , T H E C H A N G E O R D E R S H A L L B E C O M P L E T E B Y L I S T I N G T H E F I N A L P R I C I N G W I T H P R O P E R B R E A K D O W N A N D D O C U M E N T A T I O N . P O S S I B L E T I M E E X T E N S I O N O R D E L A Y A N D T H E A S S O C I A T E D C O S T F O R T H E T I M E E X T E N S I O N O R D E L A Y . M A T E R I A L A N D L A B O R C O S T . R F I ' s W I T H B E R E T U R N E D T O A R C H I T E C T F R O M E N G I N E E R W I T H I N 5 W O R K I N G D A Y S . C H A N G E O R D E R S W I L L B E R E T U R N E D T O A R C H I T E C T F R O M E N G I N E E R W I T H I N 1 5 D A Y S . D O N O T P R O C E E D W I T H R F I U N T I L C H A N G E O R D E R H A S B E E N A P P R O V E D B Y A R C H I T E C T , O W N E R A N D E N G I N E E R . I F C O N T R A C T O R D O E S S O I T W I L L B E A T T H E R E O W N R I S K . I F T I M E E X T E N S I O N S A N D / O R D E L A Y S A R E I N C U R R E D D U E T O F A I L U R E T O I S S U E A N R F I , C H A N G E R E Q U E S T , C H A N G E O R D E R , O R I M P R O P E R A N D / O R I N C O M P L E T E D O C U M E N T A T I O N T H E C O S T A S S O C I A T E D W I T H T H E D E L A Y W I L L B E B O R N E B Y T H E C O N T R A C T O R . N O T E S : A L L I N S U L A T I O N S H A L L H A V E S U R F A C E B U R N I N G C H A R A C T E R I S T I C S , A S T E S T E D B Y A S T M E 8 4 , U L 7 2 3 O R N F P A 2 5 5 N O T E X C E E D I N G : F L A M E S P R E A D 2 5 A N D S M O K E D E V E L O P E D 5 0 . C O M P O S I T E S H A L L I N C L U D E I N S U L A T I O N J A C K E T I N G A N D A D H E S I V E S U S E T O S E C U R E J A C K E T I N G O R F A C I N G . A L L A C C E S S O R Y I T E M S S U C H A S P V C J A C K E T I N G A N D F I T T I N G S , A D H E S I V E S , M A S T I C , C E M E N T , T A P E A N D C L O T H S H A L L H A V E S A M E C O M P O N E N T R A T I N G A S A B O V E . T H E R M A L D U C T W R A P : F I B E R G L A S S B L A N K E T I N S U L A T I O N : T H E R M A L C O N D U C T I V I T Y O F 0 . 2 8 B T U - I N P E R S Q F T P E R H O U R A T 7 5 D E G F M E A N T E M P E R A T U R E . M I N I M U M D E N S I T Y O F O N E P O U N D P E R C U B I C F O O T . J A C K E T E D W I T H A L U M I N U M F O I L R E I N F O R C E D W I T H F I B E R G L A S S S C R I M L A M I N A T E D K R A F T F A C I N G . T H E R M A L D U C T W R A P I N S T A L L A T I O N : W R A P A L L S U P P L Y , R E T U R N , A N D O U T S I D E A I R W I T H 1 - 1 / 2 " D U C T W R A P I N A C C O R D A N C E W I T H M A N U F A C T U R E R S I N S T A L L A T I O N I N S T R U C T I O N S . D U C T T H A T A R E I N T E R N A L L Y L I N E D N E E D N O T B E W R A P P E D . D U C T W O R K I N U N C O N D I T I O N E D S P A C E S A L L D U C T W O R K R U N N I N G T H R O U G H U N C O N D I T I O N E D S P A C E S M U S T H A V E A M I N I M U M R - 1 2 I N S U L A T I O N . GRIP NAILS SHALL BEINSTALLED BY "GRIP NAILAIR HAMMER" OR BYAUTOMATIC FASTENEREQUIPMENT TOP AND BOTTOMSECTION OF LINERSHALL OVERLAPTHE SIDESGALV. IRONDUCT1" OR 2" THICKDUCT LINERLINER TO BE ADHERED TODUCT WITH 100% ADHESIVE(MIRACLE PF96)ALL ENDS OF LINER TO BECOATED WITH ADHESIVE(MIRACLE PF96)ENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHERMETAL FASTENERS:OMARK INSUL-PINS,DURA DYNE FASTENERSOF GRIP NAILS.1" OR 2" THICK DUCTLINER12" O.C. MAX.(TYPICAL)NOT MORE THAN 1"FROM EDGE OF LINER*DETAIL* DUCT LINERSCALE: NONE M1XXX NOTE:NOTE:*DETAIL* ROOFTOP UNIT HOLD DOWNSCALE: NONE M167XXX UNIT BASE RAIL16 GA. HOLD DOWN CLIPATTACH TO UNIT(4) #10x1/2"TEX SCREWS (8",11")(5) #10x1/2"TEX SCREWS (14")ATTACH TO CURB(8) #10x1/2"TEX SCREWS (8",11")(10) #10x1/2"TEX SCREWS (14")WOOD NAILERFULL PERIMETER UNIT ADETAIL A SUPPLYRETURN MICRO-HOLD(TYP EACHCORNER)1/4" DIA. x 1" LAG BOLT@ 18" O.C.NOTE:THE HOLD DOWN CLIPS AND ROOF ANCHORS SHALL BE DESIGNED FOR THESPECIFIC ROOFTOP UNIT PROVIDED ONTHE PROJECT. SUBMIT THE SEISMICATTACHMENT TO THE AHJ PRIOR TOINSTALLATION. SEE THE SEISMIC NOTESON THE DETAIL SHEETS.XXX *DETAIL* CEILING DIFFUSER (CD)DIFFUSER MAYSCALE: NONE BE FLEX DUCTDIFFUSER LAST 5'-0" TO NOTE:ACOUSTICAL LINE WITH 1"LININGT-BAR CEILINGM12 DIFFUSER NECK 2" LARGER THAN HANGER STRAPSSA DUCT 2" LARGER THAN W/ LOCKING DUCT INSULATEDBALANCING DAMPER OBD (OPPOSED BLADE DAMPER)MAIN BRANCHSA DUCT QUADRAT HANGER STRAPSHANGER STRAPSBE FLEX DUCTDIFFUSER NOTE:LAST 3'-0" TODIFFUSER MAYGYPSUM CEILING 2" LARGER THAN 2" LARGER THANDIFFUSER NECKSA DUCT*DETAIL* CEILING DIFFUSER (CD-1)SCALE: NONE M16XXX LINING ACOUSTICAL LINE WITH 1"DUCT INSULATEDOBD (OPPOSED BLADE DAMPER)W/ LOCKING BALANCING DAMPER QUADRAT HANGER STRAPSSA DUCT MAIN BRANCH 1 2 - 2 3 - 2 0 2 1 M 1 . 3 C O M c h e c k D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 1 2 - 2 3 - 2 0 2 1 M 1 . 4 C O M c h e c k D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 1 2 - 2 3 - 2 0 2 1 WC-1 L-1FD-1FS-1FS-1 FS-1FD-2 F D - 2 FS-1 F S - 1 F S - 1 F C O S S - 1 F S - 1 F S - 2 H S - 1 OFD-1 RD-1DN-1RDCO 167 SQ. FT.RDRD R D R D R D R D - 1 6 3 9 S Q . F T . O F D - 1 D N - 1 RD RD 4"4"4"4" V.T.R.2"3"3"3" 3 " 3 " 3 " W C O WCO3" 3" 3" 4" W C O 4 " V . T . R . 4 " 2 " 3 " 1 2 3 3 4 5 5WCO COTGWCO3"2"3"2"3"2"3"3"3" 3" W C O 4 " 4 " 4" 3" 3 " V . T . R . W C O W C O 4" 3"3" 4 " 3" 3" G I - 1 2" 2 " # S Y M B O L U S E D F O R N O T E C A L L O U T : D R A I N T H R E E C O M P A R T M E N T S I N K T O F S - 2 4 " S A N I T A R Y S E W E R L I N E F R O M B U I L D I N G . S E E C I V I L D R A W I N G S F O R C O N T I N U A T I O N . 1 2 R O O F A N D O V E R F L O W D R A I N D O W N F R O M R O O F . 3 3 " R O O F D R A I N D O W N I N W A L L T O B E L O W G R A D E T H E N O U T T O S T O R M D R A I N , S E E C I V I L D R A W I N G S F O R C O N T I N U A T I O N . 4 O V E R F L O W R O O F D A R I N D O W N I N W A L L , T E R M I N A T E A T 1 8 " A . F . F . W I T H D N - 1 A S S H O W N . 5 A P 1 . 1 W A S T E A N D V E N T P I P I N G FLOOR PLAN - WASTE AND VENT PIPING1SCALE: 1/4" = 1'-0"PROJECTNORTH K E Y N O T E S 101 SEATING 102 ROOM REST 103 MECH 104 AREA WORK 1 0 5 R E C E I V I N G B C . 1 D E 6 5 4 3 2 1102103101104 1 0 6 S F = 7 9 5 2.1 C # D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 * D R A I N A G E F I X T U R E U N I T S * 2 0 1 8 I N T E R N A T I O N A L P L U M B I N G C O D E Q T Y . F I X T U R E G A L L O N S P E R M I N U T E T O T A L F I X T U R E U N I T S P I P E S I Z E 1 4 . 7 5 9 . 7 5 2 " 1 8 . 0 C O L D S U P P L Y F I X T U R E U N I T S ( w s f u ) L O A D V A L U E S , I N W A T E R O C C U P A N C Y T Y P E O F C O N T R O L S U P P L Y T O T A L H O T Q T Y . F I X T U R E T Y P E D R A I N A G E F I X T U R E U N I T F A C T O R S V A L U E A S L O A D M I N I M U M S I Z E O F T R A P ( i n c h e s ) 1 0 F L O O R D R A I N 2 0 . 0 2 " 2 0 1 8 I N T E R N A T I O N A L P L U M B I N G C O D E T O T A L F I X T U R E U N I T S P I P E S I Z E 3 1 . 0 4 " 1 1 3 W A T E R C L O S E T , P U B L I C ( 1 . 6 G P M ) S I N K L A V A T O R Y 4 . 0 N O T E a 2 . 0 3 . 0 1 - 1 / 2 " 1 - 1 / 4 " T R A P S I Z E S H A L L B E C O N S I S T E N T W I T H T H E F I X T U R E O U T L E T S I Z E . F O R T H E P U R P O S E O F C O M P U T I N G L O A D S O N B U I L D I N G D R A I N S A N D S E W E R S , W A T E R C L O S E T S O R U R I N A L S S H A L L N O T B E R A T E D A T A L O W E R D R A I N A G E F I X T U R E U N I T U N L E S S T H E L O W E R V A L U E S A R E C O N F I R M E D B Y T E S T I N G . a b * W A T E R F I X T U R E U N I T S * S E R V I C E S I N K L A V A T O R Y 1 3 F A U C E T F A U C E T O F F I C E P U B L I C 2 . 2 5 4 . 5 2 . 2 5 3 . 0 4 . 5 6 . 0 K I T C H E N S I N K 1 F A U C E T H O T E L 3 . 0 3 . 0 4 . 0 1 8 . 8 0 W A T E R C L O S E T 1 F L U S H T A N K P U B L I C 5 . 0 5 . 0 F O R F I X T U R E N O T L I S T E D , L O A D S S H O U L D B E A S S U M E D B Y C O M P A R I N G T H E F I X T U R E T O O N E L I S T E D U S I N G W A T E R I N S I M I L A R Q U A N T I T I E S A N D A T S I M I L A R R A T E S . T H E A S S I G N E D L O A D S F O R F I X T U R E S W I T H B O T H H O T A N D C O L D W A T E R S U P P L I E S A R E G I V E N F O R S E P A R A T E H O T A N D C O L D W A T E R L O A D S A N D F O R T O T A L L O A D , T H E S E P A R A T E H O T A N D C O L D W A T E R L O A D S B E I N G T H R E E - F O U R T H S O F T H E T O T A L L O A D F O R T H E F I X T U R E I N E A C H C A S E . a * B U I L D I N G D R A I N S A N D S E W E R S * Q T Y . F I X T U R E B T U H * N A T U R A L G A S R E Q U I R E M E N T S * C F H 1 R O O F T O P U N I T W A T E R H E A T E R 8 0 , 5 0 0 9 7 1 1 5 7 , 0 0 0 1 8 9 D E V E L O P E D P I P E L E N G T H 7 0 ' - 0 " B U I L D I N G G A S P R E S S U R E T O T A L S 2 3 7 , 5 0 0 4 O Z . 2 8 6 S I Z E O F B U I L D I N G G A S M A I N 1 - 1 / 4 " S L O P E P E R F O O T M A X I M U M N U M B E R O F D R A I N A G E F I X T U R E U N I T S C O N N E C T E D T O A N Y P O R T I O N O F T H E B U I L D I N G D R A I N O R T H E B U I L D I N G S E W E R , I N C L U D I N G B R A N C H E S O F T H E B U I L D I N G D R A I N . a 1 / 1 6 I N C H 1 / 8 I N C H 1 / 4 I N C H 1 / 2 I N C H D I A M E T E R O F P I P E ( I N C H E S ) 1 - 1 / 4 " 1 - 1 / 2 " 2 " 2 - 1 / 2 " 3 " 4 " 5 " 6 " 3 9 0 7 0 0 1 8 0 3 6 4 2 2 1 6 4 8 0 8 4 0 2 4 2 1 1 3 5 0 2 5 0 5 7 5 1 , 0 0 0 3 1 2 6 1 3 T H E M I N I M U M S I Z E O F A N Y B U I L D I N G D R A I N S E R V I N G A W A T E R C L O S E T S H A L L B E 3 I N C H E S . 1 S E R V I C E S I N K 2 . 0 1 - 1 / 2 " b * H O R I Z O N T A L S T O R M D R A I N P I P E S I Z E * S I Z E O F H O R I Z O N T A L P I P I N G ( i n c h e s ) H O R I Z O N T A L L Y P R O J E C T E D R O O F A R E A ( s q u a r e f e e t ) R A I N F A L L R A T E ( i n c h e s p e r h o u r ) 1 / 8 u n i t v e r t i c a l i n 1 2 u n i t s h o r i z o n t a l ( 1 - p e r c e n t s l o p e ) 1 3 , 2 8 8 7 , 5 2 0 1 3 , 3 6 0 2 1 , 4 0 0 1 / 4 u n i t v e r t i c a l i n 1 2 u n i t s h o r i z o n t a l ( 2 - p e r c e n t s l o p e ) 4 , 6 4 0 1 0 , 6 0 0 1 8 , 8 8 0 R A T E S O F R A I N F A L L F O R V A R I O U S C I T I E S R E X B U R G 1 . 7 I N C H E S P E R H O U R 3 4 5 6 3 4 5 2 1 , 6 4 4 3 , 7 6 0 6 , 6 8 0 1 0 , 7 0 0 2 , 3 2 0 5 , 3 0 0 9 , 4 4 0 3 1 , 0 9 6 2 , 5 0 6 4 , 4 5 3 7 , 1 3 3 1 , 5 4 6 3 , 5 3 3 6 , 2 9 3 4 8 2 2 1 , 8 0 0 3 , 3 4 0 5 , 3 5 0 1 , 1 6 0 2 , 6 5 0 4 , 7 2 0 5 6 5 7 1 , 5 0 4 2 , 6 7 2 4 , 2 8 0 9 2 8 2 , 1 2 0 3 , 7 7 6 6 5 4 8 1 , 2 5 3 2 , 2 2 7 3 , 5 6 6 7 7 3 1 , 7 6 6 3 , 1 4 6 1 2 - 2 3 - 2 0 2 1 WC-1L-1 HB-1HWFWCWHCWSHWR2FW10E-02 E-05 E-05E-06b E-06aE-13 E - 1 7 E - 2 2 S - 0 9 S - 0 9 a E - 2 4 E - 1 2 E - 2 3 S - 1 4 S - 1 4 a S-05S-05a H W F W C W H C W S H W R 299 3 3 HWR CWS HW CWH FW H B - 1 4 1 0 4 G G G 1-1/4"1"3/4"1" HW3/4" FW3/4" CW ( H ) 3/4" CW ( S ) 3/4' HW R 3 / 4 " H W 1 / 2 " F W 3 / 4 " C W ( H ) 3 / 4 " C W ( S ) 3 / 4 ' H W R 3/4" 1/2" 3 / 4 " 1 / 2 " 3 / 4 " 1 / 2 " 1 / 2 " 1" HW3/4" FW3/4" CW (H)3/4" CW (S)3/4' HWR H B - 1 F O R C H E M I C A L D I S P E N S E R 6M-03M-04WS-1WH-1 8 7 5 2 " 2 " 2"PRV-1 S H U T - O F F V A L V E A T 1 2 " A . F . F . S T U B 1 / 2 " S O F T E N E D H O T O R C O L D W A T E R L I N E U P A S E Q U I P M E N T L O C A T I O N . C O O R D I N A T E E X A C T S T U B U P P O I N T W I T H F I X T U R E L O C A T I O N S P E R A R C H I T E C T U R A L D R A W I N G S . S T U B 1 / 2 " S O F T E N E D C O L D W A T E R A N D 1 / 2 " S O F T E N E R F I L T E R E D C O L D W A T E R L I N E D O W N I N W A L L A N D C O N N E C T T O F I X T U R E S A S R E Q U I R E D . C O O R D I N A T E E X A C T T E R M I N A T I O N P O I N T W I T H F I X T U R E C U T S H E E T S . S T U B S O F T E N E D , F I L T E R E D C O L D W A T E R L I N E D O W N I N W A L L T O F I X T U R E C O N N E C T I O N P O I N T . R O U T E W A T E R L I N E S T O S O D A G U N S P E R C U T S H E E T . S T U B 1 / 2 " S O F T E N E D H O T A N D C O L D W A T E R L I N E D O W N I N W A L L T O F I X T U R E C O N N E C T I O N P O I N T . C O O R D I N A T E E X A C T T E R M I N A T I O N P O I N T W I T H F I X T U R E C U T S H E E T S . 3 " C O M B U S T I O N A I R A N D F L U E F R O M W A T E R H E A T E R U P T H R U R O O F , T E R M I N A T E W I T H M A N U F A C T U R E S C O N C E N T R I C F L U E A D A P T E R . N E W 7 " W C G A S M E T E R T O B E I N S T A L L E D B Y L O C A L G A S C O M P A N Y . T O T A L C O N N E C T I O N L O A D I S 2 3 7 . 5 M B H ( 2 8 6 C F H ) A T 7 0 F T . E Q U I V A L E N T L E N G T H . 2 " D O M E S T I C W A T E R L I N E T O B U I L D I N G F R O M 1 - 1 / 2 " M E T E R . S E E C I V I L D R A W I N G S F O R C O N T I N U A T I O N . 3 / 4 " G A S L I N E U P T H R U R O O F F R O M C O N N E C T I O N T O R U T - 1 . P I P I N G R O U T E D D O W N W A L L A N D B E L O W S T A B T O S P E C I F I E D E Q U I P M E N T . S T U B 1 / 2 " S O F T E N E D F I L T E R E D C O L D W A T E R L I N E D O W N I N W A L L A N D C O N N E C T T O F I X T U R E S A S R E Q U I R E D . C O O R D I N A T E E X A C T T E R M I N A T I O N P O I N T W I T H F I X T U R E C U T S H E E T S . # S Y M B O L U S E D F O R N O T E C A L L O U T : 1 2 3 4 5 6 7 8 9 1 0 A P 1 . 2 W A T E R A N D G A S P I P I N G FLOOR PLAN - WATER AND GAS PIPING1SCALE: 1/4" = 1'-0"PROJECTNORTH K E Y N O T E S 101 SEATING 102 ROOM REST 103 MECH 1 0 4 A R E A W O R K 1 0 5 R E C E I V I N G B C . 1 D E 6 5 4 3 2 1 S F = 7 9 5 2.1 C # D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 S Y M B O L D E S C R I P T I O N A B B R E V I A T I O N S O I L O R W A S T E ( A B O V E F L O O R ) S O R W S O I L O R W A S T E ( B E L O W G R A D E O R F L O O R ) S O R W R D R O O F D R A I N ( A B O V E F L O O R ) R D R D R D R O O F D R A I N ( B E L O W G R A D E O R F L O O R ) O F D O F D O F D O F D O V E R F L O W R O O F D R A I N ( A B O V E F L O O R ) O V E R F L O W R O O F D R A I N ( B E L O W G R A D E ) V E N T V C O L D W A T E R C W H O T W A T E R H W R E C I R C U L A T I N G H O T W A T E R R H W G N A T U R A L G A S V E N T T H R U R O O F V T R W C O F C O C O C O T G W C O F C O C O C O T G W A L L C L E A N O U T F L O O R C L E A N O U T C L E A N O U T C L E A N O U T T O G R A D E * P L U M B I N G L E G E N D * P R E S S U R E G A U G E S T R A I N E R P U M P P R E S S U R E R E D U C I N G V A L V E R E L I E F V A L V E P P R V G A T E V A L V E G A S C O C K B A L L V A L V E B A L A N C I N G V A L V E B A C K F L O W P R E V E N T E R A U T O M A T I C C O N T R O L V A L V E D R A I N G A S P R E S S U R E R E D U C I N G V A L V E C H E C K V A L V E D B F P U N I O N T H E R M O M E T E R V A L V E I N R I S E R T H R E E W A Y M I X I N G V A L V E 1 2 - 2 3 - 2 0 2 1 P 1 . 3 P L U M B I N G N O T E S D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 PLUMBING PIPING SCHEDULESYMBOLDESCRIPTION P L U M B I N G I N S U L A T I O N S C H E D U L E PLUMBING GENERAL NOTESCODES RULES AND REGULATIONS: ALL WORK SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE CODES. WHENEVER INDICATED MATERIAL WORKMANSHIP, ARRANGEMENT OR CONSTRUCTION IS OF HIGHER QUALITY OR CAPACITY THAN THAT REQUIRED BY THE ABOVE CODES, THE DRAWING AND OR SPECIFICATION SHALL GOVERN. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN THE STATE OR LOCAL CODES, LAWS OR REGULATION AND THE DRAWING AND OR SPECIFICATIONS THE CODES, LAWS OR REGULATIONS SHALL GOVERN.STANDARDS: INTERNATIONAL BUILDING CODE 2018 EDITION INTERNATIONAL PLUMBING CODE 2018 EDITION INTERNATIONAL MECHANICAL CODE 2018 EDITION INTERNATIONAL FUEL GAS CODE 2018 EDITION THE STATE OF UTAH " BOILER AND PRESSURE VESSEL REGULATIONS"EXAMINATION OF SITE: THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS BEFORE SUBMITTING ANY PROPOSAL. NO ADDITION COST WILL BE ALLOWED FOR FAILURE TO VISIT THE SITE.WORKING DRAWINGS AND MEASUREMENTS: THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVER OFFSET AND BEND THAT MAY BE NEEDED TO INSTALL THE WORK. THE CONTRACTOR SHALL COORDINATE THE DRAWINGS OF ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO THE CIVIL, ARCHITECTURAL, ELECTRICAL, AND STRUCTURAL. THESE DRAWINGS SHALL NOT BE SCALED FOR ROUGH IN OR AS SHOP DRAWINGS.EQUIPMENT SUBMITTALS: PROVIDE ALL AT ONE TIME IN A THREE RING BINDER SIX COPIES OF EQUIPMENT PROPOSED TO BE USED ON THIS PROJECT. REGARDLESS OF ANY INFORMATION OUTLINED IN THE SUBMITTALS OR SHOP DRAWINGS, THE REQUIREMENTS OF THE DRAWINGS MUST FOLLOWED AND AR NOT WAIVED OR SUPERSEDED IN ANY WAY BY THE SUBMITTALS OR SHOP DRAWING REVIEW.CAULKING AND SEALING: ALL SPACES BETWEEN PIPES AND SLEEVES THROUGH FIRE WALLS, FIRE PARTITIONS, FLOORS, AND CEILINGS SHALL CAULKED WITH ONE INCH FILL OF 3M "FIRE BARRIER". CAULKING MUST BE ON BOTH SIDES OF FIRE RATED WALLS. SUPERVISION AND WORKMANSHIP: PROVIDE THE SERVICES OF AN EXPERIENCED FORMAN WHO SHALL BE IN CHARGE OF ALL INSTALLATION. ALL WORKMANSHIP SHALL BE OF FIRST QUALITY. NONE BUT COMPETENT MECHANICS SHALL BE EMPLOYED IN THE WORK. SHODDY WORKMANSHIP WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF WORK WITHOUT ADDITIONAL COST.COOPERATION WITH OTHER TRADES: REFER TO ALL THE DRAWINGS COVERING WORK OF ALL TRADES, WHICH IS CARRIED ON IN CONJUNCTION WITH THE WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FROM LACK OF COORDINATION.MANUFACTURERS INSTRUCTIONS: THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS INSTALLATION INSTRUCTION EXPLICITLY IN THE INSTALLATION OF ALL ITEMS OF EQUIPMENT.COMPLETION REQUIREMENTS: ALL SYSTEMS SHALL BE TESTED BY THE CONTRACTOR TO DEMONSTRATE THE ALL EQUIPMENT FURNISHED AND INSTALLED OR CONNECTED FUNCTION IN THE MANNER REQUIRED. ADJUSTMENTS, OPERATION, ETC. ADJUST ALL REGULATORS, FAUCETS, ETC. OPEN AND CLOSE ALL VALVES SEVERAL TIMES TO INSURE SEAL.CLEANING: THIS CONTRACTOR SHALL CLEAN ALL EXPOSED PIPING, INSULATED MEMBERS, FIXTURES AND EQUIPMENT INSTALLED AND LEAVE READY FOR PAINTING. REFINISH AND DAMAGED FINISH AND LEAVE IN PROPER WORKING ORDER.GUARANTEE: BY THE ACCEPTANCE OF AN CONTRACT AWARD FOR THE WORK HEREIN DESCRIBED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR ASSUMES THE FULL RESPONSIBILITY IMPOSED BY THE GUARANTEE AS SET FORTH HEREIN, AND SHALL PROTECT HIMSELF THROUGH PROPER GUARANTEES FROM EQUIPMENT VENDORS AND FROM SUBCONTRACTORS AS THEIR INTERESTS MAY APPEAR. 1. THAT THE ENTIRE PLUMBING SYSTEMS SHALL BE QUIET IN OPERATION. 2. THAT THE CIRCULATION OF WATER SHALL BE COMPLETE AND EVEN INCLUDING THE DOMESTIC HOT WATER SYSTEM. 3. THAT HE WILL MAKE PROMPTLY UPON NOTICE, FREE OF CHARGE, ANY REPAIRS NECESSARY DUE TO DEFECTIVE MATERIALS OR MATERIALS OR WORKMANSHIP THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. N O T E S : A L L I N S U L A T I O N S H A L L H A V E S U R F A C E B U R N I N G C H A R A C T E R I S T I C S , A S T E S T E D B Y A S T M E 8 4 , U L 7 2 3 O R N F P A 2 5 5 N O T E X C E E D I N G : F L A M E S P R E A D 2 5 A N D S M O K E D E V E L O P E D 5 0 . C O M P O S I T E S H A L L I N C L U D E I N S U L A T I O N J A C K E T I N G A N D A D H E S I V E S U S E D T O S E C U R E J A C K E T I N G O R F A C I N G . A L L A C C E S S O R Y I T E M S S U C H A S P V C J A C K E T I N G A N D F I T T I N G S , A D H E S I V E S , M A S T I C , C E M E N T , T A P E A N D C L O T H S H A L L H A V E S A M E C O M P O N E N T R A T I N G A S A B O V E . P I P E I N S U L A T I O N : F I B E R G L A S S S E C T I O N A L P I P E I N S U L A T I O N : T H E R M A L C O N D U C T I V I T Y O F 0 . 2 3 B U T - I N P E R S Q F T P E R H O U R A T 7 5 D E G F M E A N T E M P E R A T U R E . M I N I M U M D E N S I T Y O F 2 L B S P E R C U B I C F O O T . J A C K E T E D W I T H W H I T E V A P O R B A R R I E R L A M I N A T E D O F A L U M I N U M F O I L A N D W H I T E K R A F T R E I N F O R C E D W I T H G L A S S F I B E R S T R A N D S . J A C K E T S H A L L H A V E F A C T O R A P P L I E D S E L F - S E A L I N G L A P . P L A S T I C I N S U L A T I O N F I T T I N G C O V E R S : F A C T O R Y F A B R I C A T E D F I N N T I N G C O V E R S M A N U F A C T U R E D F R O M 3 0 - M I L T H I C K , H I G H - I M P A C T U L T R A V I O L E T R E S I S T A N T P V C . P I P E I N S U L A T I O N I N S T A L L A T I O N : I N S T A L L A T I O N S H A L L B E C O N T I N U O U S T H R O U G H W A L L S , F L O O R S , P A R T I T I O N S , S L E E V E S A N D P I P E H A N G E R S . A P P L Y I N S U L A T I O N T O P I P E A N D S E A L W I T H S E L F - S E A L I N G L A P . U S E S E L F - S E A L I N G B U T T S T R I P S T O S E A L B U T T J O I N T S . I N S U L A T I O N N O T R E Q U I R E D O V E R U N I O N , A N D V A L V E B O D I E S O N D O M E S T I C H O T W A T E R . I N S T A L L P L A S T I C F I T T I N G C O V E R S I N A C C O R D A N C E W I T H M A N U F A C T U R E R S I N S T A L L A T I O N I N S T R U C T I O N S . I N S U L A T I O N I N S T A L L E D O U T S I D E S H O U L D B E C O V E R E D W I T H A L U M I N U M J A C K E T . P I P E I N S U L A T I O N T H I C K N E S S : I N S U L A T I O N R U N 1 " 1 - 1 / 4 " 2 - / 2 " 5 " T H I C K N E S S O U T S A N D T O T O T O T O 2 " L E S S 2 " 4 " 6 " D O M E S T I C 1 / 2 " 1 " 1 " 1 - 1 / 2 " 1 - 1 / 2 " H O T W A T E R D O M E S T I C H O T W A T E R 1 / 2 " 1 " 1 " 1 - 1 / 2 " 1 - 1 / 2 " R E C I R C U L A T I N G D O M E S T I C 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " C O L D W A T E R R O O F 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " D R A I N S HW DOMESTIC HOT WATER PIPINGCW DOMESTIC COLD WATER PIPINGHWR DOMESTIC HOT WATER RECIRCULATING PIPING COPPER TUBE BELOW GRADE: TYPE K HARD DRAWN COPPER CONFORMING TO ANSI H23.1 COPPER TUBE ABOVE GRADE: TYPE L HARD DRAWN COPPER CONFORMING TO ANSI H23.1 COPPER TUBE FITTINGS: 2-1/2" AND SMALLER: WROUGHT COPPER, SOLDER JOINT PRESSURE FITTINGS CONFORMING TO ASME B16.22 SOLDER WITH NON LEAD SOLDER IN ACCORDANCE WITH THE REQUIREMENTS OF THE COPPER DEVELOPMENT ASSOCIATION'S "THE COPPER TUBE HANDBOOK" INCLUDING REAMING AND DE-BURRING. 3" AND LARGER: WROUGHT COPPER AND BRONZE GROOVED END FITTINGS CONFORMING TO ASTM B75 TUBE AND ASTM B584 BRONZE CASTINGS. COUPLING FOR GROOVED END COPPER TUBE AND GROOVED END COPPER FITTINGS CONSISTING OF ASTM A 536 DUCTILE IRON OR ASTM A 47 MALLEABLE IRON HOUSING HAVING COPPER COLORED ENAMEL FINISH WITH SYNTHETIC RUBBER GASKET HAVING CENTRAL CAVITY PRESSURE RESPONSIVE DESIGN AND SUITABLE FOR SERVICE. W WASTE PIPINGGW GREASE WASTE PIPING V VENT PIPING PLASTIC PIPE: POLY (VINYL CHLORIDE) (PVC) ASTM D 2665 SOLID CORE SCHEDULE 40 PLAIN ENDS. ACRYLONITRILE BUTADIENE STYRENE (ABS) ASTM D 2661 SOLID CORE SCHEDULE 40 PLAIN ENDS CAST IRON: SERVICE WEIGHT CAST IRON COATED HUB LESS SOIL PIPE CONFORMING TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A888 OR ASTM A74. PIPE FITTINGS: PVC: DWV PIPE FITTINGS CONFORMING TO ASTM D 2665 MADE TO ASTM D3311 SOCKET-TYPE DRAIN WASTE AND VENT PIPE PATTERNS. SOLVENT CEMENTS: ASTM D 2564 AND ASTM F 656 PRIMER PVC TO ABS TRANSITION ASTM D 3138 COLOR OTHER THAN ORANGE ABS: DWV PIPE FITTINGS CONFORMING TO ASTM D 2661 SOLID CORE MADE TO ASTM D 3311 SOCKED-TYPE DRAIN WASTE AND VENT PIPE PATTERNS SOLVENT CEMENT: ASTM D 2235 CAST IRON: HUBLESS CAST IRON CONFORMING TO CISPI 310 HAVING ASTM C 564 NEOPRENE SEALING SLEEVE WITH 300 SERIES STAINLESS STEEL CORRUGATED SHIELD AND CLAMP ASSEMBLY. G NATURAL GAS PIPING STEEL PIPE: 4" AND SMALLER, SCHEDULE 40 OR SCHEDULE 80 BLACK CONFORMING TO ASTM-A53 GRADE A. SIZE 5" AND LARGER, SCHEDULE 40 OR SCHEDULE 80 BLACK CONFORMING TO ASTM-A53 GRADE F. STEEL PIPE FITTINGS: 2' AND SMALLER, MALLEABLE THREADED FITTINGS, ANSI B16.3, CLASS 150 STANDARD PATTERN FOR THREADED FITTINGS. THREADS SHALL CONFORM TO ANSI B1.20.1. 2-1/2" AND LARGER, SCHEDULE 40 WROUGHT STEEL WELDING FITTINGS CONFORMING TO ANSI B16.28. D C O N D E N S A T E D R A I N D O M E S T I C T Y P E L H A R D D R A W N C O P P E R C O N F O R M I N G T O A N S I H 2 3 . 1 C O P P E R T U B E F I T T I N G S : 2 - 1 / 2 " A N D S M A L L E R : W R O U G H T C O P P E R , S O L D E R J O I N T P R E S S U R E F I T T I N G S C O N F O R M I N G T O A S M E B 1 6 . 2 2 S O L D E R W I T H N O N L E A D S O L D E R I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E C O P P E R D E V E L O P M E N T A S S O C I A T I O N ' S " T H E C O P P E R T U B E H A N D B O O K " I N C L U D I N G R E A M I N G A N D D E - B U R R I N G . R D R O O F D R A I N P I P I N G O F D O V E R F L O W R O O F D R A I N P I P I N G P L A S T I C P I P E : P O L Y ( V I N Y L C H L O R I D E ) ( P V C ) A S T M D 2 6 6 5 S O L I D C O R E S C H E D U L E 4 0 P L A I N E N D S . A C R Y L O N I T R I L E B U T A D I E N E S T Y R E N E ( A B S ) A S T M D 2 6 6 1 S O L I D C O R E S C H E D U L E 4 0 P L A I N E N D S C A S T I R O N : S E R V I C E W E I G H T C A S T I R O N C O A T E D H U B L E S S S O I L P I P E C O N F O R M I N G T O T H E R E Q U I R E M E N T S O F C I S P I S T A N D A R D 3 0 1 , A S T M A 8 8 8 O R A S T M A 7 4 . P I P E F I T T I N G S : P V C : D W V P I P E F I T T I N G S C O N F O R M I N G T O A S T M D 2 6 6 5 M A D E T O A S T M D 3 3 1 1 S O C K E T - T Y P E D R A I N W A S T E A N D V E N T P I P E P A T T E R N S . S O L V E N T C E M E N T S : A S T M D 2 5 6 4 A N D A S T M F 6 5 6 P R I M E R P V C T O A B S T R A N S I T I O N A S T M D 3 1 3 8 C O L O R O T H E R T H A N O R A N G E A B S : D W V P I P E F I T T I N G S C O N F O R M I N G T O A S T M D 2 6 6 1 S O L I D C O R E M A D E T O A S T M D 3 3 1 1 S O C K E D - T Y P E D R A I N W A S T E A N D V E N T P I P E P A T T E R N S S O L V E N T C E M E N T : A S T M D 2 2 3 5 C A S T I R O N : H U B L E S S C A S T I R O N C O N F O R M I N G T O C I S P I 3 1 0 H A V I N G A S T M C 5 6 4 N E O P R E N E S E A L I N G S L E E V E W I T H 3 0 0 S E R I E S S T A I N L E S S S T E E L C O R R U G A T E D S H I E L D A N D C L A M P A S S E M B L Y . P L U M B I N G P I P I N G S C H E D U L E S Y M B O L D E S C R I P T I O N C O O R D I N A T E A L L S U S P E N D E D E Q U I P M E N T W I T H A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N . 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 P L U M B I N G C O N T R A C T O R T O C O O R D I N A T E H I S W O R K W I T H A L L O T H E R T R A D E S . C O O R D I N A T E A L L R O O F P E N E T R A T I O N S W I T H S T R U C T U R A L D R A W I N G S . A L L F I X T U R E S A R E D E S I G N E D T O B E F I X E D I N P O S I T I O N S H A L L B E S E C U R E L Y F A S T E N E D I N P L A C E . * G E N E R A L N O T E S * A L L Q U E S T I O N M U S T B E S U B M I T T E D T O T H E A R C H I T E C T I N T H E F O R M O F A N R F I . A N Y R F I S E N T D I R E C T L Y T O E N G I N E E R W I L L B E R E T U R N E D U N R E A D . A N Y R F I ' s T H A T H A V E B E E N C O R R E C T E D O R A P P R O V E D B Y T H E E N G I N E E R W I L L B E J U S T F O R C L A R I F I C A T I O N , A N D D O E S N O T C O N S T I T U T E A C H A N G E O R D E R . C H A N G E O R D E R S M U S T B E S U B M I T T E D T O T H E A R C H I T E C T , T H E C H A N G E O R D E R S H A L L B E C O M P L E T E B Y L I S T I N G T H E F I N A L P R I C I N G W I T H P R O P E R B R E A K D O W N A N D D O C U M E N T A T I O N . P O S S I B L E T I M E E X T E N S I O N O R D E L A Y A N D T H E A S S O C I A T E D C O S T F O R T H E T I M E E X T E N S I O N O R D E L A Y . M A T E R I A L A N D L A B O R C O S T . R F I ' s W I T H B E R E T U R N E D T O A R C H I T E C T F R O M E N G I N E E R W I T H I N 5 W O R K I N G D A Y S . C H A N G E O R D E R S W I L L B E R E T U R N E D T O A R C H I T E C T F R O M E N G I N E E R W I T H I N 1 5 D A Y S . D O N O T P R O C E E D W I T H R F I U N T I L C H A N G E O R D E R H A S B E E N A P P R O V E D B Y A R C H I T E C T , O W N E R A N D E N G I N E E R . I F C O N T R A C T O R D O E S S O I T W I L L B E A T T H E R E O W N R I S K . I F T I M E E X T E N S I O N S A N D / O R D E L A Y S A R E I N C U R R E D D U E T O F A I L U R E T O I S S U E A N R F I , C H A N G E R E Q U E S T , C H A N G E O R D E R , O R I M P R O P E R A N D / O R I N C O M P L E T E D O C U M E N T A T I O N T H E C O S T A S S O C I A T E D W I T H T H E D E L A Y W I L L B E B O R N E B Y T H E C O N T R A C T O R . NOTES:GRADE ALL DOMESTIC WATER PIPING TO DRAIN. PROVIDE DRAIN AT ALLLOW POINTS WITH HOSE CONNECTION AND CAP. GRADE ALL WASTE ANDVENT PIPING TO CONFORM TO THE INTERNATIONAL PLUMBING CODE.ALL PIPING SHALL BE SUPPORTED WITH CLEVIS HANGERS ON THEFOLLOWING SPACING: STEEL PIPE 1" AND SMALLER 5 FEET STEEL PIPE 1-1/4" AND LARGER 10 FEET COPPER TUBING 1-1/4" AND SMALLER 5 FEET COPPER TUBING 1-1/2" AND LARGER 10 FEET PLASTIC PIPE 3 FEET CAST IRON SOIL PIPE - SUPPORT AT EACH JOINT AND AT INTERVALS NOT TO EXCEED 5 FEET.HANGER ROD SIZING AS FOLLOWS: PIPE SIZE ROD SIZE 1/2" TO 2" 3/8" 2-1/2" TO 3" 1/2" 4" AND LARGER 5/8"PROVIDE INSULATION PROTECTION SHIELDS AT ALL HANGERS.PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT.PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR PIPE MATERIALS.BACK FILL AND COMPACT ALL TRENCHING TO PREVENT SETTLEMENT ANDTO PROPERLY SUPPORT BELOW GRADE PIPING.PLASTIC PIPING IN AIR PLENUMS IS PROHIBITED. ALL MATERIAL LOCATED INAIR PLENUMS MUST HAVE SURFACE BURNING CHARACTERISTICS NOTEXCEEDING FLAME SPREAD 25 AND SMOKE GENERATED 50. 1 2 - 2 3 - 2 0 2 1 P 1 . 4 P L U M B I N G D E T A I L S D R A W N B Y : J O B # DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURE C H E C K E D B Y : D A T E : 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 D B H D R W 1 8 1 1 7 1 2 / 2 3 / 2 0 2 1 ... ... ... ... ... REXBURG, IDAHO A C T 1 7 U . S . C . P A R . 3 0 1 ( 1 9 9 1 ) . O T H E R R E S E R V E D R I G H T S . R E F E R T O A C T 1 7 U . S . C . P A R . 5 1 1 ( 1 9 9 1 ) . C O N S E N T I S I N V I O L A T I O N O F C O M M O N L A W . C O P Y R I G H T S , S T A T U T O R Y A N D O B S E R V A T I O N S A N D A D M I N I S T R A T I O N S . U S E O R R E P R O D U C T I O N O F T H E S E W I T H D A L E R . W I L D E C O . E N G I N E E R ' S I N T E R P R E T A T I O N S , D E C I S I O N S , T H E S E D O C U M E N T S A R E I N S T R U M E N T S O F P R O F E S S I O N A L S E R V I C E A N D T H E * C O P Y R I G H T * D A T E D E C . 2 3 , 2 0 2 1 I N F O R M A T I O N C O N T A I N E D H E R E I N I S I N C O M P L E T E U N L E S S I N C O N J U N C T I O N D O C U M E N T S I N W H O L E O R I N P A R T W I T H O U T D A L E R . W I L D E C O . E N G I N E E R ' S W H I C H P R E E M P T S S T A T E A N D L O C A L P U B L I C R E C O R D A C T S . R E F E R T O D A L E R . W I L D E C O . 4 2 8 W I N C H E S T E R S U I T E 2 4 0 C O N S U L T I N G E N G I N E E R S P H O N E 8 0 1 - 4 3 3 - 1 1 2 5 - E M A I L W I L D E @ D R W C O . C O M S A L T L A K E C I T Y , U T A H 8 4 1 0 7 W H - 1 G 1" 3/4" 3/4" TS N O T E : C O N T R O L W I R I N G A N D C O N D U I T B Y P L U M B I N G C O N T R A C T O R H B - 2 E T - 1 1 - 1 / 4 " T E M P E R A T U R E R E M O T E C O N T R O L L E R A Q U A S T A T C O N N E C T I O N ( T Y P I C A L ) R E C I R C . P U M P ( R P - 1 ) T H E R M A L E X P A N S I O N T A N K T H E R M - X - T R O L M O D E L S T - 1 2 O F A N A P P R O V E D E Q U A L S E C U R E T A N K T O W A L L B A L A N C E V A L V E B A L L V A L V E ( T Y P I C A L ) C H E C K V A L V E ( T Y P I C A L ) 3 / 4 " T H E R M O M E T E R ( T Y P I C A L ) 3/4" HWR (100°F.) 1-1/4" CW 1-1/4" HW (140°F.) * D I A G R A M * W A T E R H E A T I N G P I P I N G S C A L E : N O N E 1 P 1 . 4 * D E T A I L * P R V S T A T I O N - 2 " a n d S M A L L E R T Y P I C A L U N I O N P R E S S U R E G A U G E 0 - 1 0 0 P S I R A N G E T O F I X T U R E S P R E S S U R E R E D U C I N G V A L V E B A L L V A L V E F R O M O U T S I D E S E R V I C E W Y E S T R A I N E R B A C K F L O W P R E V E N T E R W I T H D R A I N P A N T O D R A I N 3 / 4 " * D E T A I L * F L O O R D R A I N w i t h T R A P G U A R D ( A S R E Q U I R E D ) S L O P E D T O D R A I N C O N C R E T E F L O O R L E V E L S C R E W S S E E F L O O R P L A N F O R P I P E S I Z E S T R A C T O R G R A T E R O U N D L O O S E S E T T R A P G U A R D C L E A N O U T A N D A C C E S S C O V E R . T O P O F C O V E R T O B E F L U S H W I T H T O P O F F I N I S H E D F L O O R . F I N I S H E D F L O O R 1 / 8 C A S T I R O N B E N D C A S T I R O N W A S T E L I N E L E N G T H T O S U I T 1 / 8 B E N D I F C L E A N O U T O C C U R S A T E N D O F L I N E 1 / 8 C A S T I R O N B E N D C A S T I R O N W A S T E L I N E L E N G T H T O S U I T 1 / 8 B E N D I F C L E A N O U T O C C U R S A T E N D O F L I N E W A S T E L I N E L I N E W A S T E 6" F I N I S H E D G R A D E B R A S S C L E A N O U T P L U G W I T H C O U N T E R S U N K H E A D 1 6 " S Q U A R E C O N C R E T E P A D T R O W L S M O O T H A N D E D G E F L O O R C L E A N O U T ( F C O ) C L E A N O U T T O G R A D E ( C O T G ) W A L L C L E A N O U T ( W C O ) M A Y E X T E N D A S A W A S T E O R V E N T W A L L F L O O R L I N E C H R O M E W A L L C O V E R A N D S C R E W P L U G G E D T E E W / C L E A N O U T * D E T A I L * C L E A N O U T S P R I M A R Y R O O F D R A I N S E C O N D A R Y R O O F D R A I N ( O V E R F L O W ) * D E T A I L * R O O F D R A I N S E C T I O N 2 " H I G H D R A I N D A M S U P P O R T A N G L E S P E R S T R U C T U R A L D R A W I N G S R I G I D I N S U L A T I O N U N D E R D E C K C L A M P E X T E N S I O N S L E E V E R O O F S U M P R E C E I V E R P L Y W O O D S H E A T I N G P E R S T R U C T . D W G S . S H U T - O F F C O C K P O I N T O F C O N N E C T I O N V E R I F Y W I T H G A S C O M P A N Y G A S S U P P L Y T O B L D G . S E E P L A N F O R S I Z E C O N C R E T E P A D B Y G E N E R A L C O N T R A C T O R P R V B Y L O C A L G A S C O M P A N Y M E T E R B Y L O C A L G A S C O M P A N Y G A S S H U T - O F F C O C K B Y L O C A L G A S C O M P A N Y S E R V I C E L I N E R I S E R * D E T A I L * G A S M E T E R G G A S C O C K D I R T L E G U N I O N U L L I S T E D F L E X I B L E C O N N E C T I O N 1 2 " G * D E T A I L * G A S C O N N E C T I O N C A P 2 4 " Ø R I N G A N D C O V E R ( 2 R E Q U I R E D ) E X T E N D T A N K T O G R A D E W I T H 4 " C O N C R E T E W A L L S A N D P R O V I D E 6 " C O N C R E T E T O P . 1 6 " x 1 6 " x 6 " C O N C R E T E P A D ( 2 ) # 4 R E B A R E A C H W A Y A N D M E S H C O T G A S P H A L T 3 0 " 3 0 " 2 " V E N T O U T L E T 4 " T H I C K W A L L S A N D F L O O R 4 " x 4 " x 1 0 G A . W E L D E D W I R E M E S H ( T Y P I C A L ) C O M P A C T E D G R A V E L B A S E 18-1/8" 41-1/2" S A N D 6 " A T P I P E 1 6 " # 4 R E B A R A R O U N D T O P O F B O X G R A V E L F O R P I P E S I Z E S S E E F L O O R P L A N S ( T Y P I C A L ) F L O W L I N E O F I N L E T P I P E T O E Q U A L T O P O F D I V I D E R O U T L E T P I P E P R E F A B R I C A T E D G R E A S E A N D S E T T L I N G T A N K A S P E R " D U R A - C R E T E D E T A I L S * D E T A I L * S A N D A N D G R E A S E S E T T L I N G T A N K 5 ' - 8 " x 4 ' - 2 " S C A L E : N O N E 2 P 1 . 4 S C A L E : N O N E 3 P 1 . 4 S C A L E : N O N E 4 P 1 . 4 S C A L E : N O N E 5 P 1 . 4 S C A L E : N O N E 6 P 1 . 4 S C A L E : N O N E 7 P 1 . 4 S C A L E : N O N E 8 P 1 . 4 *DETAIL* CONCENTRIC VENT TERMINATION KIT RAIN CAP AIR INTAKE/COMBUSTIONEXHAUSTVENT36-1/4"SCALE: NONE 9P1. 4 1 2 - 2 3 - 2 0 2 1 ELECTRICAL SPECIFICATIONS 1. INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2. COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3. INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and isntalled as though fully set forth in these specifications. 4. VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failuer to examine the site and to included existing conditions in bid price. 5. COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6. MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7. EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8. OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9. CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10. CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11. CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Type NM cable is NOT permitted. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12. GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13. WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14. DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15. LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16. SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. . Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17. CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18. TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19. GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH DUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) K KEYED SWITCH F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB# FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS EWC ELECTRIC WATER COOLER M MICROWAVE DISP GARBAGE DISP. (UNDER SINK) DW DISHWASHER (COORDINATE W/ MILLWORK) M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION TELEPHONE AND DATA OUTLET NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4" OR (2) 1" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO TELEPHONE TERMINAL BOARD (TTB), TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW) _T/_D-X 4" CEILING MOUNTED SPEAKER, JBL P/N:8124 PROVIDE REQUIRED BACKBOX AND ETC. FOR INSTALLATION, FIELD COORDINATE WITH CEILING TYPES. CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW) _D-X SP A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: AMP 60 WATT, 70V AMPLIFIER/BLUETOOTH RECEIVER. ROCKVILLE P/N: RCS80-1. INSTALL ABOVE DESK AREA, COORDINATE WITH OWNER PRIOR TO INSTALLATION. P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 11 1 9 E . S t a t e S t r e e t , S u i t e 1 2 0 - E a g l e I D 8 3 6 1 6 20 8 . 5 1 4 . 2 7 1 3 THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PR O J E C T F O R : RE X B U R G , I D A H O 8 3 4 4 0 NO . RE V I S I O N S DA T E 12/23/21 12/23/2021 18117 ELECTRICAL SYMBOLS & DETAILS JA V A E S P R E S S RE X B U R G , I D A H O 56 5 N . 2 N D E E0.0 WD1 3 3 3 F WD 1 LV PC 3 F2 F3 F2E F4 F4 F4 (TYP)F2 (TYP)F2 F2E F2E (TYP)F2 F1 EF-1 120 V/1P85 W F8 9' -6" F8 9' -6" F2E F8 9' -6" F8 9' -6" F2 (TYP)F2 F5 F5F5F5F5 F5 F5 F5F5F5F5 F6F6 F6 F6 REFER TO ROOF DRAWING FOR ADDITIONAL LIGHTING 1 F6F6 F6 A-6 2 F5 F5 F5 F5 A-12 'LCP' 3 A-6 A-6 A-6A-6A-6 A-6A-6A-6A-6A-6A-6A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 RECEIVING 105 WORK AREA 104 MECH. 103 RESTROOM 102 SEATING 101 A-12A-12 A-12 A-12 KEY NOTES:# 1 PROVIDE AND INSTALL IN-WALL DMX CONTROL STATION FOR EXTERIOR COLOR CHANGING LIGHTING, KELVIX P/N: RFC-A-RGBW-3S-IW-W OR EQUAL. PROVIDE POWER SUPPLY AND ALL REQUIRED CONDUCTORS AND CONNECTIONS BETWEEN CONTROLLER AND LIGHTING PER MFG REQUIREMENTS. 2 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 3 PROVIDE AND INSTALL LIGHTING CONTROL PANEL AND EXTERIOR PHOTOCELL FOR EXTERIOR LIGHTING AND BUILDING SIGNAGE CONTROL. LIGHTING CONTROL PANEL SHALL BE ACUITY P/N: ARP INTENC08 NLT/8FCR/MVOLT/SC/SM/DTC-ARPA PC OR EQUAL. PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 11 1 9 E . S t a t e S t r e e t , S u i t e 1 2 0 - E a g l e I D 8 3 6 1 6 20 8 . 5 1 4 . 2 7 1 3 THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PR O J E C T F O R : RE X B U R G , I D A H O 8 3 4 4 0 NO . R E V I S I O N S D A T E 12/23/21 12/23/2021 18117 LIGHTING PLAN JA V A E S P R E S S RE X B U R G , I D A H O 56 5 N . 2 N D E E2.0 4'2'0"SCALE: 3/8" = 1'-0"1 LIGHTING PLAN LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS WATTS LUMENS COLOR TEMP.(K) MFGR. CATALOG # APPROVED MFGR'S NOTES F1 2FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 15 W 2000 4000 LITHONIA CLX-L24-2000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI F2 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 COOPER F2E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, W/ EM BATTERY PACK RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10-ELR COOPER F3 2FT LINEAR WALL FIXTURE WALL ABOVE MIRROR 120-277 18 W 1800 4000 LITHONIA WL2-18L-EZ1-LP840 F4 LED MONOPOINT PENDANT FIXTURE PENDANT 120 10 W 275 3000 LITHONIA MDPC-SCBA-*****3,4 F5 4" ROUND RECESSED LED, WET LOCATION LOW PROFILE RECESSED 120 11 W 810 4000 LITHONIA WF4-LED-30K40K50K-90CRI-SCBA-WR8643 PAN U COOPER F6 4" ROUND RECESSED LED, WET LOCATION LOW PROFILE, ADJUSTABLE RECESSED 120 10 W 780 4000 LITHONIA WF4 ADJ-LED-30K40K50K-90CRI-SCBA-WR8643 PAN U COOPER F7 COLOR CHANGING LED FLEXIBLE LIGHTING SYSTEM ROOF SOFFIT 24V DC 100 W 162/FT N/A KELVIX LTG SW5-SEE DWGS-RGBW-**-S-1P67; MTG CHANNEL: SW-E-CH-PL-2M 6 F8 10" DIA. RLM SHADE LIGHT W/ 10" ARM WALL AS INDICATED 120V 10 W 1250 4000 ANP LTG VW510-M010LD-D-W-40K-RTC-UNV-E24-SCBA 3,5 LIGHTING OCCUPANCY SENSOR/SWITCHPOD SCHEDULE TYPE MFGR. CATALOG #DESCRIPTION NOTES APPROVED EQUALS WALL SENSORS WD1 SENSOR SWITCH WSX PDT-SA-**- DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED 2 COOPER 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. RECESSED FIXTURE SHALL NOT BE IN DIRECT CONTACT WITH INSULATION, E.C. SHALL BUILD BOX AROUND FIXTURE TO MAINTAIN REQUIRED AIR SPACE AROUND FIXTURE OR PROVIDE AND INSTALL TENMAT: P/N FF130E RECESSED LIGHT COVER. 3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. PROVIDE AND INSTALL ALL REQUIRED COMPONENTS FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO; POWER SUPPLIES, LV WIRING, CONNECTORS AND ETC. E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING SYSTEM TO FUNCTION AS REQUESTED BY THE OWNER AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. PROVIDE AND INSTALL DMX CONTROLLER AT LOCATION DIRECTED BY OWNER FOR CONTROL OF LIGHTING. LIGHT FIXTURE SCHEDULE NOTES: 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. OCC. SENSOR/SWITCHPOD SCHEDULE NOTES: • E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. GENERAL LIGHTING CONTROL NOTES: A. E.C. SHALL REFER TO EQUIPMENT DRAWING A1.3 FOR ADDITIONAL REQUIREMENTS AND SPECIFIC ELECTRICAL ROUGH-IN AND CONNECTION REQUIREMENTS FOR KITCHEN EQUIPMENT. B. ALL 1-PHASE RECEPTALCES RATED 150V TO GROUND OR LESS, 50A OR LESS AND 3-PHASE RECEPTACLES RATED 150V TO GROUND OR LESS, 100A OR LESS INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE OR CANNOT BE GFCI, UTILIZE A GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. C. E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. D. REFER TO SYMBOL SCHEDULES FOR ADDITIONAL GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: J T RTU-1 J J SP SP SP SP SP SP SP AM P SP J AC AC WP 42" WP/120" 'TTB & RACK' 42" E-11a S/30" E-08 78" E-11b E-14b E-14a E-02 E-03 E-09b E-09c E-16d E-27c E-27d 1 1 1 'SERVICE DISC. & METER' 2 3 4 (C/E3.0) E-12 E-21 E-05 E-27 E-29a 42" FIELD LOCATE PER OWNER 90" E-16a E-09a WP WP S/30" WP/120" FIELD LOCATE PER OWNER 102" 38" 58" 58" 66" E-16c E-16b 5 5 4 E-29b 'A' AC E-22 E-09d E-30 E-17 E-18 84" E-24a E-24b A-19 A-23 RECEPTACLES FOR COMMUNICATIONS, CAMERA AND ALARM SYSTEMS, FIELD VERIFY LOCATION WITH OWNER 66"S/30" 4 66 66 6 6 6 38" 90" AC 66" 66" 78" 92" 7 REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL DEVICE MOUNTING HEIGHTS. A-9 A-9 A-9 A-41 A-41 (C/E3.0) 8 WAP WAP A-7 6A-13 A-13 A-11 A-11 A-11 A-17 A-17 A-1 A-1 42" A-1 A-1 A-1 A-11 A-13 A-21 A-13 A-3 A-3 A-17 A-3 A-17 A-3 (SW-S) 9 10 A-15 A-15 10 10 A-15 A-15 A-5 A-5 10 A-5 A-7 A-5 'LCP' A-2 11 A-2 11 A-2 11 1 A-2 11 MAINTAIN REQUIRED CLEARANCE FOR PANEL PER NEC SEC. 110.26 E-07 E-25 E-31 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 11 1 9 E . S t a t e S t r e e t , S u i t e 1 2 0 - E a g l e I D 8 3 6 1 6 20 8 . 5 1 4 . 2 7 1 3 THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PR O J E C T F O R : RE X B U R G , I D A H O 8 3 4 4 0 NO . R E V I S I O N S D A T E 12/23/21 12/23/2021 18117 POWER & SYSTEMS PLAN JA V A E S P R E S S RE X B U R G , I D A H O 56 5 N . 2 N D E E2.1 KEY NOTES:# 4'2'0" KITCHEN EQUIPMENT SCHEDULE ITEM # EQUIPMENT DESCRIPTION VOLTS PH. AMPS PANEL CIRCUIT FEEDER CONNECTION TYPE MTG NOTES E-02 DRIP COFFEE GRINDER 120 V 1 8 A A 37 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-03 COFFEE BREWER 240 V 1 23 A A 48,50 3/4"C.,3#10+1#10G NEMA 6-30R 48" AFF E-05 CUBE ICE MACHINE 120 V 1 10 A A 31 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-07 MICROWAVE 120 V 1 8 A A 55 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 76" AFF E-08 CONVEYOR TOASTER 120 V 1 13 A A 22 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-09a UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 24 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09b UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 26 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09c UNDER COUNTER REFRIGERATOR 120 V 1 2 A A 26 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-09d UNDER COUNTER REFRIGERATOR 120 V 1 4 A A 24 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-11a ESPRESSO MACHINE 240 V 1 23 A A 47,49 3/4"C.,2#10+1#10G NEMA L6-30R 48" AFF E-11b ESPRESSO MACHINE 240 V 1 23 A A 51,53 3/4"C.,2#10+1#10G NEMA L6-30R 48" AFF E-12 DECAF COFFEE GRINDER 120 V 1 3 A A 21 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) AC - IN BACKSPLASH E-14a COFFEE GRINDER 120 V 1 8 A A 33 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-14b COFFEE GRINDER 120 V 1 8 A A 35 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) 48" AFF E-16a BLENDER 120 V 1 13 A A 34 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16b BLENDER 120 V 1 13 A A 36 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16c BLENDER 120 V 1 13 A A 30 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-16d BLENDER 120 V 1 13 A A 32 1/2"C.,2#12+1#12G NEMA 5-20R AC - IN BACKSPLASH E-17 DIPPER WELL 120 V 1 1 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-18 SODA MACHINE 120 V 1 2 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R AC E-21 ICE CREAM FREEZER 120 V 1 7 A A 28 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF E-22 COLD NITRO BREW TAP 120 V 1 5 A A 28 1/2"C.,2#12+1#12G NEMA 5-20R FIELD VERIFY E-24a FROZEN BEVERAGE FREEZER 240 V 1 20 A A 60,62 3/4"C.,2#10+1#10G NEMA L6-30R FIELD VERIFY E-24b FROZEN BEVERAGE FREEZER 240 V 1 20 A A 56,58 3/4"C.,2#10+1#10G NEMA L6-30R FIELD VERIFY E-25 NUGGET ICE MACHINE 120 V 1 12 A A 57 1/2"C.,2#12+1#12G NEMA 5-20R FIELD VERIFY E-27 WALK-IN COOLER/FREEZER LTG/DOOR HTR 120 V 1 5 A A 39 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27a WALK-IN FREEZER COND. 240 V 1 7 A A 43,45 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27b WALK-IN FREEZER COND. 240 V 1 9 A A 44,46 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27c WALK-IN FREEZER COIL 240 V 1 8 A A 40,42 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-27d WALK-IN COOLER COIL 120 V 1 11 A A 41 1/2"C.,2#12+1#12G J-BOX 96" AFF 1,2,3,4 E-29a BAG IN BOX RACK 120 V 1 10 A A 27 1/2"C.,2#12+1#12G NEMA 5-20R 66" AFF E-29b BAG IN BOX RACK 120 V 1 10 A A 29 1/2"C.,2#12+1#12G NEMA 5-20R 66" AFF E-30 JUICE DISPENSER 120 V 1 6 A A 38 1/2"C.,2#12+1#12G NEMA 5-20R (GFCI) AC - IN BACKSPLASH E-31 CARBONATOR 120 V 1 7 A A 25 1/2"C.,2#12+1#12G NEMA 5-20R 18" AFF 1. E.C. SHALL PROVIDE AND INSTALL FUSED DISC. AT UNIT; FUSE PER EQUIPMENT NAMEPLATE. 2. PROVIDE REQUIRED CONDUIT SEAL-OFF FOR ALL PENETRATIONS INTO WALK-IN COOLER/FREEZER; COORDINATE WITH EQUIPMENT SUPPLIER. 3. E.C. SHALL PROVIDE AND INSTALL HEAT-TRACE FOR FREEZER LINES; COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER/DRAWINGS. 4. PROVIDE CONDUIT AND CONDUCTORS BETWEEN COOLER/FREEZER EVAPORATOR AND CONDENSER AS REQUIRED BY MANUFACTURER. KITCHEN EQUIPMENT SCHEDULE NOTES: • COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER FOR SPECIFIC MOUNTING AND ROUGH-IN OF EQUIPMENT. • ALL 120V, 15A AND 20A RECEPTACLES INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE, FURNISH GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. • E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. GENERAL KITCHEN EQUIPMENT NOTES: A. E.C. SHALL REFER TO EQUIPMENT DRAWING A1.3 FOR ADDITIONAL REQUIREMENTS AND SPECIFIC ELECTRICAL ROUGH-IN AND CONNECTION REQUIREMENTS FOR KITCHEN EQUIPMENT. B. ALL 1-PHASE RECEPTALCES RATED 150V TO GROUND OR LESS, 50A OR LESS AND 3-PHASE RECEPTACLES RATED 150V TO GROUND OR LESS, 100A OR LESS INSTALLED IN THE KITCHEN AREA SHALL BE GFCI TYPE RECEPTACLES. IF RECEPTACLE IS NOT READILY ACEESSIBLE OR CANNOT BE GFCI, UTILIZE A GFCI TYPE BREAKER TO SUPPLY RECEPTACLE CIRCUIT. C. E.C. SHALL UTILIZE CONDUIT SEAL-OFF FOR ALL CONDUIT ROUTED THROUGH FREEZER/COOLERS AS REQUIRED BY THE NEC. D. REFER TO SYMBOL SCHEDULES FOR ADDITIONAL GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: ALARM/CCTV SPECIAL NOTES: ELECTRICAL CONTRACTOR SHALL COORDINATE ROUGH-IN REQUIREMENTS FOR ALARM/CCTV SYSTEM WITH OWNER'S SECURITY CONTRACTOR. PROVIDE AND INSTALL (1) CAT 6 CABLE FROM EACH CAMERA LOCATION TO HEAD-END EQUIPMENT, LOCATIONS AS DIRECTED BY SECURITY SYSTEM CONTRACTOR. 1 CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT LOCATION, MTG HEIGHT AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH-IN. 2 NEW UNDERGROUND SECONDARY; COORDINATE WITH LOCAL UTILITY CO. 3 SELF-CONTAINED METER BASE WITH SERVICE DISCONNECT MOUNTED ON BUILDING. SEE POWER RISER FOR ADDITIONAL INFORMATION. 4 POINT OF SALE EQUIPMENT; FIELD LOCATE PER OWNER. 5 RECEPTACLE IN COOLER/FREEZER; FIELD VERIFY MTG HEIGHT AND LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6 E.C. SHALL PROVIDE AND INSTALL SPEAKER AS SPECIFIED ON SYMBOL SCHEDULED. PROVIDE REQUIRED CABLING BETWEEN SPEAKERS AND TO AMPLIFIER, COORDINATE WITH OWNER. PROVIDE A COMPLETE AND OPERABLE SOUND SYSTEM. 7 (1) 2" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO BUILDING. STUB CONDUIT TO LOCATIONS AS SPECIFIED BY LOCAL TELECOMMUNICATION SYSTEM PROVIDER, PROVIDE WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AND OWNER. 8 PROVIDE AND INSTALL 19" WALL MOUNTED RACK HEIGHT AS REQUIRED FOR INSTALLATION OF LOW VOLTAGE EQUIPMENT, COORDINATE WITH OWNER AND OTHER TRADES. 9 SWITCH FOR SIGNAGE RECEPTACLES, FIELD VERIFY SWITCH LOCATION WITH OWNER PRIOR TO ROUGH-IN. 10 RECEPTACLE SHALL BE CONTROLLED BY SWITCH "SW-S" FOR "OPEN" SIGNAGE. 11 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. SCALE: 3/8" = 1'-0"1 POWER/SYSTEMS PLAN J J J J J J J M PANEL 'A'METERING EQUIP. PER LOCAL UTILITY CO. 320A, NEMA 3R 240/120V,1P,3W, 22k AIC UNDERGROUND SECONDARY CONDUIT & TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. COORDINATE WITH LOCAL UTILITY CO. GROUND ELECTRODE SYSTEM (A/E3.0) (2) 2"C.,EA. W/3#3/0+1#3G 2 MAIN SERVICE DISC. 400A, NEMA 3R 400A FUSES (2) 2"C.,EA. W/3#3/0 BLDG. STEEL WATER MAIN GROUND BAR AT MAIN TTB GRND RODS STAND-OFF GROUND BAR LOCATED NEXT TO SERVICE EQUIP. GROUND BAR SHALL BE ERICO #B543A010 OR EQUAL. PROVIDE AND INSTALL ALL REQ'D LUGS & TERMINALS. MAIN SERVICE EQUIPMENT G N NEUTRAL TO GND BOND AT THIS POINT ONLY #1/0 Cu #4 C u CONCRETE ENCASED ELECTRODE 3/ 4 " C . , 1 # 6 C u #1 / 0 C u #1 / 0 C u #2 C u ENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR 3/4" C., 1#6 B.C. GRND. CONNECT TO BLDG. GROUND SYSTEM FINISH FLOOR 2'X4'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. RECEPTACLES PER PLANS PULL CORD INCOMING UTILITY SERVICE CONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE, QUANTITY, ETC. GROUND BAR (SQ. D #PK27GTA) WALL MOUNTED RACK WITH DATA, SOUND, CCTV AND SECURITY EQUIPMENT PER OWNER (TYP) INSTALL INSULATED BUSHING ON ALL CONDUIT ENDS. (TYP) FI E L D V E R I F Y LV CONDUITS/CABLING OUT TO DEVICES WP1 WP A-52,54 1"C.-2#6+1#10G RTU-1 240 V/1P42.3 A (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 (TYP)F7 3 3 3 A-8 A-10 4 4 E-27b E-27a A-20 A-20 60 A/NEMA 3R 5 A-4 4 5 A-4 4 5 A-4 4 5 A-4 4 13053 ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP O F E S S I O N AL ENGIN E E R Engineering Inc. Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.com 11 1 9 E . S t a t e S t r e e t , S u i t e 1 2 0 - E a g l e I D 8 3 6 1 6 20 8 . 5 1 4 . 2 7 1 3 THIS DRAWING CONTAINS INFORMATION WHICH IS PROPRIETARY PROPERTY OF ALC ARCHITECTURE NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE DRAWN BY : CHECKED BY: DATE : JOB # BRP SAM P.E. JOB #21121 PR O J E C T F O R : RE X B U R G , I D A H O 8 3 4 4 0 NO . R E V I S I O N S D A T E 12/23/21 12/23/2021 18117 ROOF PLAN, RISER, SCH. & DETAILS JA V A E S P R E S S RE X B U R G , I D A H O 56 5 N . 2 N D E E3.0 SCALE: NONE2POWER RISER DIAGRAM SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL SCALE: NONEBRECEPTACLE MOUNTING DETAIL SCALE: NONECTELEPHONE TERMINAL BOARD (TTB) DETAIL SCALE: 1/4" = 1'-0"1 ELECTRICAL ROOF PLAN A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 2 ELECT. CONTRACTOR SHALL REQUEST FROM THE LOCAL UTILITY CO. THE MAXIMUM AVAILABLE FAULT-CURRENT AT THE TRANSFORMER. ALL EQUIPMENT DOWN-STREAM FROM THE TRANSFORMER SHALL HAVE AN 'AIC' RATING EXCEEDING THE MAXIMUM AVAILABLE FAULT-CURRENT, FOR ADDITIONAL ASSISTANCE CONTACT ENGINEER. 3 ELECTRICAL CIRCUIT FOR COLOR-CHANGING LED SOFFIT LIGHTING; E.C. SHALL PROVIDE REQUIRED CONNECTIONS TO LOW VOLTAGE POWER SUPPLIES AS REQUIRED. FIELD LOCATE IN ACCESSIBLE SPACE INSIDE BUILDING, MAINTAIN CIRCUIT LENGTHS PER MFG. PROVIDE REQUIRED CONDUCTORS AND CONNECTIONS FROM LIGHTING TO DMX CONTROLLER. LOCATE DMX PER OWNER PRIOR TO INSTALLATION. 4 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP". PROGRAM ON/OFF TIMES PER OWNERS DIRECTION. 5 CONNECTION TO BUILDING MOUNTED SIGNAGE; FIELD VERIFY EXACT LOCATION, MTG HEIGHT AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH-IN. 8'4'0" SPECIAL NOTES: A. THESE PLANS HAVE BEEN PREPARED WITHOUT UTILITY COMPANY COMMENTS. THE E.C. SHALL VERIFY THE EXACT REQUIREMENTS FOR THE ELECTRIC AND TELEPHONE SERVICES WITH THE UTILITY COMPANY REPRESENTATIVES AND PROVIDE ALL WORK AND PAY ALL COSTS FOR A COMPLETE AND OPERATING SYSTEM, AS DIRECTED BY THE GOVERNING UTILITIES. S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: Receptacle 8100 VA 100.00% 8100 VA Other 1600 VA 100.00% 1600 VA TOTAL EST. DEMAND AMPS:237 A Motor 85 VA 125.00% 106 VA TOTAL CONN. AMPS.:318 A Lighting 2706 VA 100.00% 2706 VA TOTAL EST. DEMAND:56815 VA Kitchen Equipment - Non-Dwelling Unit 55680 VA 65.00%36192 VA TOTAL CONN. LOAD:76284 VA HVAC 8122 VA 100.00% 8122 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL SUMMARY TOTAL AMPS:337 A 299 A TOTAL LOAD:40.5 kVA 35.8 kVA 83 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 84 81 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 82 79 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 80 77 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 78 75 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 76 73 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 74 71 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 72 69 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 70 67 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 68 65 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 66 63 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 64 61 SPARE -- 20 A 1 0 2400 -- -- -- --62 59 SPARE -- 20 A 1 0 2400 2 30 A G Frozen Beverage Freezer (E-24a) 60 57 Nugget Ice Mach. G 20 A 1 1440 2400 -- -- -- --58 55 Microwave 20 A 1 960 2400 2 30 A G Frozen Beverage Freezer (E-24b) 56 53 ---- -- -- 2760 4061 -- -- -- --54 51 Espressor Machine G 30 A 2 2760 4061 2 60 A HVAC - Rooftop Unit 52 49 ---- -- -- 2760 2760 -- -- -- --50 47 Espressor Machine G 30 A 2 2760 2760 2 30 A G Coffee Brewer 48 45 ---- -- -- 840 1020 -- -- -- --46 43 Cooler Cond. 20 A 2 840 1020 2 20 A Freezer Cond. 44 41 Cooler Coil & Recpt. 20 A 1 1716 912 -- -- -- --42 39 Cooler/Freezer Lights/ Door Htr 20 A 1 600 912 2 20 A Freezer Coil 40 37 Coffee Grinder 20 A 1 960 720 1 20 A Juicer 38 35 Coffee Grinder 20 A 1 960 1560 1 20 A G Blender 36 33 Coffee Grinder 20 A 1 960 1560 1 20 A G Blender 34 31 Ice Maker G 20 A 1 1200 1560 1 20 A G Blender 32 29 Soda Equipment G 20 A 1 1200 1560 1 20 A G Blender 30 27 Soda Equipment G 20 A 1 1200 1476 1 20 A G Ice Cream Freezer 28 25 Soda Mach./Dipper Well G 20 A 1 1200 684 1 20 A G Under Counter Fridge 26 23 Receptacle 20 A 1 180 864 1 20 A G Under Counter Fridge 24 21 Receptacle 20 A 1 540 1596 1 20 A Toaster 22 19 Receptacle 20 A 1 360 360 1 20 A Receptacle - Rooftop 20 17 Receptacle 20 A 1 720 0 1 20 A -- SPARE 18 15 Receptacle - Signs 20 A 1 720 0 1 20 A -- SPARE 16 13 Receptacle 20 A 1 720 0 1 20 A -- SPARE 14 11 Receptacle G 20 A 1 720 715 1 20 A Lighting 12 9 Receptacle 20 A 1 540 1200 1 20 A LCP Lighting - Exterior 10 7 Receptacle 20 A 1 360 600 1 20 A LCP Lighting - Exterior 8 5 Receptacle 20 A 1 1080 268 1 20 A LCP Lighting - Exterior 6 3 Receptacle 20 A 1 720 800 1 20 A LCP Bldg signage 4 1 Receptacle 20 A 1 1080 800 1 20 A LCP Bldg signage 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT PANEL SHALL BE A SINGLE SECTION PANEL. NOTES: MFGR/MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.75"D x 68"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:3 PANEL AMPS:400 A ---- FED FROM: PHASES:1 PANEL TYPE:MLO JAVA ESPRESS REXBURG, IDAHO PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:22k PROJECT NAME: PANEL: A PAYNE ENGINEERING 2017 NEC requires #6 Cu for ground rods, #4 Cu for concrete encased electrode. Please verify with engineer that this is what he would like to see. Provide available fault current calculation to verify service AIC rating is adequate.