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PLANS - 20-00912 - BYUI ASB Annex - Remodel
LOCATION MAP PROJECT LOCATION AUXILIARY SERVICES BUILDING -ANNEX 1ST AND 2ND LEVEL N 210 West 4th South Rexburg, ID APPROVAL SIGNATURES DIRECTOR, FACILITIES MANAGEMENT OPERATIONS ANDY JOHNSON DIRECTOR, ARCHITECTURE AND CONST. MGT. SERVICES DOUG MASON DIRECTOR, AUXILLIARY SERVICES KYLE WILLIAMS MANAGING DIRECTOR, UNIVERSITY OPERATIONS DATE DATE DATE DATE ABBREVIATIONS A.F.F.: ABOVE FINISHED FLOOR ALUM: ALUMINUM ASC: ABOVE SUSPENDED CEILING CG: CORNER GUARD CJ: CORNER JOINT CL: CENTERLINE CLR: CLEAR CMU: CONCRETE MASONRY UNIT CO: CLEANOUT COL: COLUMN CONC: CONCRETE CONST: CONSTRUCTION CPT: CARPET DEMO: DEMOLISH, DEMOLITION DF: DRINKING FOUNTAIN DIA: DIAMETER DIAM: DIAMETER EJ: EXPANSION JOINT ELEV: ELEVATIONS F.F.: FINISHED FLOOR F.V.: FIELD VERIFY FEC: FIRE EXTINGUISHER CABINET GA: GUAGE GALV: GALVANIZED GB: GRAB BAR GYP BD: GYPSUM BOARD HM: HOLLOW METAL IBC: 2012 INTERNATIONAL BUILDING CODE INSUL: INSULATION MIN: MINIMUM O.C.: ON CENTER OH: OPPOSITE HAND OP/OI: OWNER PROVIDED/OWNER INSTALLED OP/CI: OWNER PROVIDED/CONTRACTOR INSTALLED CP/CI: CONTRACTOR PROVIDED/CONTRACTOR INSTALLED OPP: OPPOSITE P LAM: PLATIC LAMINATE REF: REFERENCE SIM: SIMILAR S.S. STAINLESS STEEL SPECS: SPECIFICATIONS T.O.C.: TOP OF CONCRETE TP: TOILET PAPER DISPENSER TYP: TYPICAL VIF: VERIFY IN FIELD SYMBOLS A101 1 SIM A101 1 Ref 1Re f 1 Ref 1Re f A101 1 SIM 1 Re f 1 A101 SIM A101 1 Ref N ? 1t 1i 1i DETAIL REFERENCE INTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE SECTION REFERENCE EXTTERIOR ELEVATION REFERENCE NORTH ARROW KEYNOTE TAG (CONNECTED TO LEGEND) FURNITURE TAG ACCESSORY TAG WINDOW TAG Room name 101 ROOM TAG 101 DOOR TAG 1i WALL TAG 1i EQUIPMENT TAG 1 REVISION TAG ELEVATION MARKER #KEYNOTE SYMBOL 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 9 : 0 0 A M COVER SHEET ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 G001 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 SHEET INDEX SHEET NO. SHEET NAME 1. GENERAL G001 COVER SHEET 2. CIVIL C1 CIVIL COVER SHEET C2 GENERAL NOTES C3 PROJECT OVERVIEW C4 EXISTING CONDITIONS C5 SITE WORK C6 SITE WORK DETAILS 3. STRUCTURAL S1 GENERAL STRUCTURAL NOTES S1.1 TYPICAL DETAILS S1.2 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 MEZZANINE FRAMING PLAN (ALTERNATE) S2.2 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 FRAMING DETAILS 4. ARCH DEMOLITION AD101 DEMOLITION PLAN 5. ARCH CONSTRUCTION AE101 CONSTRUCTION PLAN AE102 CONSTRUCTION CEILING PLAN AE301 CONSTRUCTION BUILDING SECTIONS AE401 CONSTRUCTION ENLARGED PLANS & ELEVATIONS AE601 CONSTRUCTION SCHEDULES AE602 CONSTRUCTION SCHEDULES 6. MECHANICAL M101 DEMOLITION MECHANICAL PLAN M102 MECHANICAL PLAN M103 MECHANICAL DETAILS & SCHEDULES 7. PLUMBING P101 DEMOLITION PLUMBING PLAN P102 PLUMBING PLAN P103 PLUMBING DETAILS & SCHEDULES 8. ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E1.0 EXISTING PLAN E2.0 LIGHTING PLAN E3.0 POWER/DATA PLAN NO. DESCRIPTION DATE P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED G E N E R A L S T R U C T U R A L N O T E S ( A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.156, SS = 0.443DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.227, SDS = 0.427PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0665. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE33.2 PSFNET UPLIFT ON ROOF27.4 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFMEZZANINE125 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF JOISTSL/360L/240FLOOR JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N O T E S : 1.IN LIEU OF A GEOTECHNICAL R E P O R T : T H E F O U N D A T I O N H A S B E E N D E S I G N E D ACCORDING TO THE RECOMM E N D A T I O N S O F C H A P T E R 1 8 O F T H E I B C . 2.THE SOIL DESIGN VALUES LIS T E D B E L O W H A V E B E E N A P P R O V E D B Y T H E CITY/COUNTY BUILDING DEPA R T M E N T , C O N T I N G E N T T H A T T H E S O I L O N T H E S I T E PREDOMINATELY CONSISTS O F S A N D A N D / O R G R A V E L . SPECIFIC SOIL CLASSIFICATIO N S S H O U L D B E O N E O F T H E F O L L O W I N G : S A N D Y GRAVEL OR GRAVEL(GW OR G P ) , S A N D ( S W A N D S P ) , S I L T Y S A N D ( S M ) , C L A Y E Y SAND(SC), SILTY GRAVEL(GM), O R C L A Y E Y G R A V E L ( G C ) . T H E S E S O I L CLASSIFICATIONS CAN BE FOU N D I N T A B L E 1 8 0 6 . 2 O F C H A P T E R 1 8 O F T H E I B C . VERIFICATION OF SOIL CLASSI F I C A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR.3.A ONE-THIRD INCREASE IN BE A R I N G P R E S S U R E S I S A L L O W E D W I T H S E I S M I C O R WIND LOAD COMBINATIONS. L A T E R A L B E A R I N G A N D L A T E R A L S L I D I N G R E S I S T A N C E MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEA R O N C O M P A C T E D E N G I N E E R E D F I L L O R C O M P E T E N T NATIVE SOIL SUBBASE COMPA C T E D T O 9 5 % D R Y D E N S I T Y ( S T A N D A R D P R O C T O R ) . GRADE IS DEFINED AS LOWES T A D J A C E N T G R A D E W I T H I N 5 F E E T O F T H E B U I L D I N G FOR PERIMETER FOOTINGS. W H E R E E X T E R I O R P A V I N G O R C O N C R E T E I S D I R E C T L Y ADJACENT TO BUILDING, GRA D E I S D E F I N E D A S T O P O F E X T E R I O R P A V I N G A T L E A S T 5 FEET FROM BUILDING. CONC R E T E F O O T I N G E X C A V A T I O N S S H A L L B E C L E A N A N D FREE OF LOOSE DEBRIS OR U N - C O M P A C T E D M A T E R I A L A T T I M E O F C O N C R E T E PLACEMENT.5.CONCRETE SLABS ON GRADE S H A L L B E S U P P O R T E D O N A 4 I N C H ( M I N ) L A Y E R O F FREE-DRAINING GRANULAR M A T ( D R A I N A G E F I L L C O U R S E ) . T H E M A T S H O U L D CONSIST OF A WELL GRADED S A N D A N D G R A V E L M I X T U R E W I T H M A X I M U M 3 / 4 - I N C H CRUSHED AGGREGATE. THE G R A N U L A R M A T S H O U L D B E C O M P A C T E D T O N O L E S S THAN 95% OF THE MAXIMUM D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 1 5 5 7 . 6.BACKFILL AGAINST RESTRAIN E D W A L L S S H A L L N O T B E P L A C E D U N T I L A F T E R T H E WALLS ARE SUPPORTED BY T H E C O M P L E T I O N O F I N T E R I O R F L O O R S Y S T E M S A N D CONCRETE OR GROUT STREN G T H H A S R E A C H E D T H E 2 8 D A Y S T R E N G T H L I S T E D BELOW.THE SOIL DESIGN VALUES FOR THE F O U N D A T I O N A R E : ALLOWABLE BEARING PRESSURE 1 5 0 0 P S F ALLOWABLE LATERAL BEARING PR E S S U R E 1 5 0 P S F / F T ALLOWABLE LATERAL SLIDING CO E F F I C I E N T 0 . 2 5 FOUND A T I O N B E A R I N G D E P T H 30" B E L O W F I N I S H E D G R A D E C O N C R E T E : 2 . A L L N O R M A L W E I G H T C O N C R E T E S H A L L B E R E G U L A R W E I G H T O F 1 5 0 P O U N D S P E R C U B I C F O O T U S I N G H A R D - R O C K A G G R E G A T E S . A G G R E G A T E U S E D I N C O N C R E T E S H A L L C O N F O R M T O A S T M C 3 3 . 3 . L A P S P L I C E S F O R B E A M S A N D F L O O R S L A B S S L A B S S H A L L B E A C C O R D I N G T O C H A P T E R 1 2 O F A C I 3 1 8 O R L A P S C H E D U L E O N T H E S E D R A W I N G S . S T A G G E R S P L I C E S A M I N I M U M O F O N E L A P L E N G T H . N O T A C K W E L D I N G O F R E I N F O R C I N G B A R S A L L O W E D W I T H O U T P R I O R R E V I E W O F P R O C E D U R E W I T H T H E S T R U C T U R A L E N G I N E E R . L A T E S T A C I C O D E A N D D E T A I L I N G M A N U A L A P P L Y . P R O V I D E B E N T C O R N E R B A R S T O M A T C H A N D L A P W I T H H O R I Z O N T A L B A R S A T A L L C O R N E R S A N D I N T E R S E C T I O N S P E R T Y P I C A L D E T A I L S . V E R T I C A L W A L L B A R S S H A L L B E S P L I C E D A T O R N E A R F L O O R L I N E S . 4 . A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . M I N I M U M C O V E R F O R N O N - P R E S T R E S S E D C O N C R E T E R E I N F O R C I N G S H A L L B E A S F O L L O W S : 5 . M A X I M U M S L U M P F O R A L L C O N C R E T E S H A L L B E 6 " . P O R T L A N D C E M E N T S H A L L C O N F O R M T O A S T M C 1 5 0 . T Y P E V C E M E N T S H A L L B E U S E D F O R C O N C R E T E I N C O N T A C T W I T H A L K A L I N E S O I L , A N D T Y P E I I E L S E W H E R E . 6 . N O M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E B E T W E E N C O N C R E T E B A T C H I N G A N D C O N C R E T E P L A C E M E N T U N L E S S A P P R O V E D B Y T H E T E S T I N G A G E N C Y . 7 . C O N C R E T E P L A C E M E N T A N D Q U A L I T Y S H A L L B E P E R R E C O M M E N D A T I O N S I N A C I 6 1 4 , A C I 3 0 1 A N D A C I 3 1 8 . M E C H A N I C A L L Y V I B R A T E A L L C O N C R E T E W H E N P L A C E D , E X C E P T T H A T S L A B S O N G R A D E N E E D B E V I B R A T E D O N L Y A R O U N D A N D U N D E R F L O O R D U C T S , E T C . C A S T C L O S U R E P O U R , W H E R E S H O W N O N P L A N S A R O U N D C O L U M N S A F T E R C O L U M N D E A D L O A D I S A P P L I E D . R E M O V E A L L D E B R I S F R O M F O R M S B E F O R E P L A C I N G C O N C R E T E . A L L I T E M S T O B E C A S T I N C O N C R E T E S U C H A S R E I N F O R C I N G , D O W E L S , B O L T S , A N C H O R S , P I P E S , S L E E V E S , E T C . , S H A L L B E S E C U R E L Y P O S I T I O N E D I N T H E F O R M S B E F O R E P L A C I N G T H E C O N C R E T E . 8 . A L L C O N C R E T E S L A B S O N G R A D E S H A L L B E D I V I D E D I N T O A R E A S B Y C O N T R O L J O I N T S ( K E Y E D O R S A W C U T ) S U C H T H A T O N E S L A B A R E A D O E S N O T E X C E E D A M A X I M U M L E N G T H O F 2 4 T I M E S T H E S L A B T H I C K N E S S I N B O T H D I R E C T I O N S ( E X A M P L E : 4 " S L A B = 8 ' - 0 " L E N G T H ) . S Q U A R E L A Y O U T S A R E P R E F E R R E D , B U T T H E S L A B G E O M E T R Y M A Y D I C T A T E O T H E R W I S E . T H E R A T I O O F T H E L O N G T O S H O R T D I S T A N C E S H A L L N O T E X C E E D 1 . 3 . I T I S R E C O M M E N D E D T H A T S A W C U T S B E M A D E W I T H I N 1 6 H O U R S O F C O N C R E T E B A T C H I N G . K E Y E D C O N T R O L J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P O U R I N G , A L L O T H E R J O I N T S M A Y B E S A W C U T . 9 . H O R I Z O N T A L P I P E S A N D E L E C T R I C A L C O N D U I T S S H A L L N O T B E E M B E D D E D I N S T R U C T U R A L C O N C R E T E A N D S L A B S O N G R A D E E X C E P T W H E R E S P E C I F I C A L L Y A P P R O V E D O R N O T E D B Y T H E S T R U C T U R A L E N G I N E E R . P I P E S A N D C O N D U I T S S H A L L N O T I M P A I R T H E S T R E N G T H O F T H E W O R K . 1 0 . F L Y A S H M A Y B E U S E D O N L Y I F P E R M I T T E D B Y 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 S A N D S H A L L B E L I M I T E D T O 1 8 P E R C E N T O F C E M E N T I T I O U S M A T E R I A L S A N D S H A L L H A V E A R E P L A C E M E N T F A C T O R O F 1 . 2 R E L A T I V E T O C E M E N T R E P L A C E D . N O F L Y A S H A D D I T I V E S S H A L L B E U S E D I N F L A T W O R K O R A R C H I T E C T U R A L L Y E X P O S E D C O N C R E T E . 1 1 . C O L D / H O T W E A T H E R C O N C R E T E C O N S T R U C T I O N : P R O T E C T C O N C R E T E F R O M D A M A G E O R R E D U C E D S T R E N G T H I N C O M P L I A N C E W I T H A C I 3 0 5 A N D 3 0 6 . 1 2 . C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D L A B O R A T O R Y A N D A P P R O V E D B Y T H E S T R U C T U R A L E N G I N E E R . 1 3 . L I M I T A L K A L I - S I L I C A R E A C T I O N ( A S R ) T O 0 . 1 % E X P A N S I O N A T 2 8 D A Y S I N C O N C R E T E M I X A T A L L E X T E R I O R C O N C R E T E A N D I N T E R I O R C O N C R E T E E X P O S E D T O M O I S T U R E . L O C A T I O N : M I N I M U M C O V E R T O L E R A N C E C A S T A G A I N S T E A R T H ( F O O T I N G S ) 3 " ± 3 8 " S L A B S O N G R A D E 1 1 2 " ± 1 4 " E X P O S E D T O E A R T H O R W E A T H E R - # 5 A N D S M A L L E R 1 1 2 " ± 3 8 " E X P O S E D T O E A R T H O R W E A T H E R - # 6 A N D L A R G E R 2 " ± 3 8 " N O T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H T H E G R O U N D R O O F S L A B 1 " 1 8 " S T R U C T U R A L S L A B S A N D W A L L S 3 4 " 1 8 " B E A M S A N D C O L U M N S ( P R I M A R Y ) R E I N F O R C E M E N T , T I E S , S T I R R U P S A N D S P I R A L S 1 1 2 " 3 8 " 1 . M I N I M U M 2 8 D A Y C O N C R E T E S T R E N G T H S H A L L B E A S F O L L O W S : U S E : C O N C R E T E S T R E N G T H : M A X W / C R A T I O A I R E N T R A I N M E N T F O O T I N G S 3 5 0 0 P S I 0 . 5 0 5 . 5 % ± 1 % F O U N D A T I O N W A L L S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % I N T E R I O R C O N C R E T E S L A B S O N G R A D E 3 5 0 0 P S I 0 . 4 5 N / A E X T E R I O R C O N C R E T E S L A B S O N G R A D E 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % REINFORCING S T E E L : 1.ASTM A615 GRADE 60 (FY = 60 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 4 A N D L A R G E R . ASTM A615 GRADE 40 (FY = 40 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 3 A N D S M A L L E R . GRADE 60 DEFORMED BARS S H A L L B E U S E D F O R C O N C R E T E W A L L S , B E A M S , ELEVATED SLABS AND COLU M N R E I N F O R C I N G . 2.WELDING OF REINFORCING BA R S S H A L L B E M A D E O N L Y T O A S T M A 7 0 6 G R A D E 6 0 BARS AND ONLY USING E90 SE R I E S R O D S . W E L D I N G O F R E I N F O R C I N G B A R S S H A L L BE MADE ONLY AT LOCATIONS S H O W N O N P L A N S O R D E T A I L S . 3.REINFORCING BAR SPACING G I V E N A R E M A X I M U M O N C E N T E R S . A L L B A R S P E R C R S I SPECIFICATIONS AND HANDBO O K . D O W E L A L L V E R T I C A L R E I N F O R C I N G T O FOUNDATION. SECURELY TIE A L L B A R S I N L O C A T I O N B E F O R E P L A C I N G C O N C R E T E . W O O D : 1 . G E N E R A L : D O N O T N O T C H O R D R I L L J O I S T S , B E A M S , O R L O A D B E A R I N G S T U D S W I T H O U T P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R T H R O U G H T H E A R C H I T E C T . D O U B L E U P J O I S T S A N D B L O C K I N G U N D E R P A R T I T I O N S . P R O V I D E 2 " ( N O M I N A L ) S O L I D B L O C K I N G A T S U P P O R T S O F A L L J O I S T S . U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S P R O V I D E 2 x S O L I D B L O C K I N G A T M I D - H E I G H T O F B E A R I N G S T U D W A L L S . A L L N A I L I N G N O T N O T E D S H A L L B E A C C O R D I N G T O I B C T A B L E 2 3 0 4 . 1 0 . 1 . J O I S T H A N G E R S A N D O T H E R M I S C . F R A M I N G A N C H O R S S H A L L B E S I M P S O N S T R O N G - T I E C O M P A N Y , I N C . O R O T H E R M A N U F A C T U R E R W I T H C U R R E N T I C C - E S A P P R O V A L . 2 . S A W N L U M B E R : F R A M I N G L U M B E R S H A L L C O M P L Y W I T H T H E L A T E S T E D I T I O N O F T H E G R A D I N G R U L E S O F T H E W E S T E R N W O O D 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 T H E W E S T C O A S T L U M B E R I N S P E C T I O N B U R E A U ( W C L I B ) . A L L S A W N L U M B E R S H A L L B E S T A M P E D W I T H T H E G R A D E M A R K O F A N A P P R O V E D L U M B E R G R A D I N G A G E N C Y . S A W N L U M B E R S H A L L H A V E T H E F O L L O W I N G M I N I M U M G R A D E U N L E S S N O T E D O T H E R W I S E I N S C H E D U L E S : U S E : M A T E R I A L : 2 x 4 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) 2 x 6 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) J O I S T S , T O P P L A T E S A N D A L L O T H E R S A W N L U M B E R D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) B E A M S A N D P O S T S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) L O C A T I O N : N O M I N A L T H I C K N E S S : S P A N I N D E X R A T I N G : E D G E A T T A C H M E N T : F I E L D A T T A C H M E N T : W A L L 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 5 3 2 " O R 1 2 " 3 2 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 9 3 2 " O R 5 8 " 4 0 2 0 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 2 3 3 2 " O R 3 4 " 4 8 2 4 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 7 8 " 6 0 3 2 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . F L O O R 3 4 " T & G 4 8 2 4 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 7 8 " T & G 6 0 3 2 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 1 1 8 " T & G 6 0 4 8 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . 3 . P L Y W O O D : A L L P L Y W O O D S H A L L B E C - D O R C - C S H E A T H I N G C O N F O R M I N G T O S T A N D A R D P S 1 - 9 5 . L A Y U P P L Y W O O D W I T H F A C E G R A I N I N P E R P E N D I C U L A R T O S U P P O R T S ( O N R O O F S W H E R E P L Y W O O D I S L A I D U P W I T H F A C E G R A I N P A R A L L E L T O S U P P O R T S , U S E A M I N I M U M O F 5 - P L Y P L Y W O O D , S T A G G E R J O I N T S ) . A L L N A I L I N G , C O M M O N N A I L S . B L O C K I N G A T P A N E L E D G E S W H E R E I N D I C A T E D O N P L A N S . A L L P L Y W O O D S H A L L B E O F T H E F O L L O W I N G N O M I N A L T H I C K N E S S , S P A N / I N D E X R A T I N G A N D S H A L L B E N A I L E D A S F O L L O W S U N L E S S N O T E D O T H E R W I S E O N T H E P L A N S : D E F E R R E D S U B M I T T A L I T E M S : P R E F A B R I C A T E D W O O D R O O F T R U S S E S S H E E T I N D E X S H E E T D E S C R I P T I O N D E T A I L S S 1 . 0 G E N E R A L S T R U C T U R A L N O T E S - - - S 1 . 1 T Y P I C A L D E T A I L S T - S E R I E S S 1 . 2 T Y P I C A L D E T A I L S T - S E R I E S S 2 . 0 F O U N D A T I O N P L A N - - - S 2 . 1 M E Z Z A N I N E F R A M I N G P L A N - - - S 2 . 2 R O O F F R A M I N G P L A N - - - S 3 . 0 F O U N D A T I O N D E T A I L S 1 0 0 - S E R I E S S 4 . 0 F R A M I N G D E T A I L S 2 0 0 - S E R I E S C A S T I N P L A C E C E N T E R L I N E C E N T E R L I N E O F B E A M C E N T E R L I N E O F C O L U M N C E N T E R L I N E O F W A L L C L E A R C O N C R E T E C O N C R E T E C O N T R O L J O I N T C O N C R E T E S A W C U T J O I N T C O N C R E T E M A S O N R Y U N I T C O N N E C T I O N C O N T I N U O U S D E A D L O A D D O W N D R A W I N G ( S ) E Q U A L E Q U I P M E N T E X P A N S I O N J O I N T E A C H W A Y F I N I S H E D F L O O R F A C E O F S T E E L F A C E O F W A L L G A U G E G A L V A N I Z E D G E N E R A L S T R U C T U R A L N O T E S C E N T E R L I N E O F F O O T I N G F A C E O F M E M B E R E X P A N S I O N B O L T E D G E O F S L A B D I A M E T E R G A L V G S N D N . D W G ( S ) E Q E Q U I P E X P . J T ( E . J . ) E . W . F . F . F . O . S . F . O . W . G A F . O . M . E X P . B O L T E . O . S . Ø O R D I A . C . I . P . C L C . L . B . C . L . C . C . L . W . C L R C O N C C . C . J . C . S . J . C . M . U . C O N N . C O N T D L C . L . F . W / W I T H W / O W I T H O U T T . O . P . U . N . O . W . W . F . T Y P V E R T T . O . S . T . O . W . T . O . D . T . O . F . T . O . L . T . O . M . S T D T . O . B . T L S L H S L V S I M S Q P S F P S I R E I N F P R E F A B O P P P . C . P L F N . T . S . O . C . O . F . W . T O P O F F O O T I N G U N L E S S N O T E D O T H E R W I S E W E L D E D W I R E F A B R I C T O P O F M A S O N R Y T O P O F P L A T E T O P O F S T E E L T O P O F W A L L T Y P I C A L V E R T I C A L S T A N D A R D T O P O F B E A M T O P O F D E C K T O P O F L E D G E R T O T A L L O A D O U T S I D E F A C E O F W A L L P R E C A S T C O N C R E T E P O U N D S P E R L I N E A R F O O T P O U N D S P E R S Q U A R E I N C H S H O R T L E G V E R T I C A L S H O R T L E G H O R I Z O N T A L R E I N F O R C I N G S I M I L A R S Q U A R E N O T T O S C A L E O N C E N T E R O P P O S I T E P R E F A B R I C A T E D A G G R E G A T E B A S E C O U R S E A I R C O N D I T I O N E R A B O V E F I N I S H E D F L O O R A L T E R N A T E A N C H O R B O L T A T ( M E A S U R E M E N T ) B E A M B O T T O M O F B E A M B O T T O M O F D E C K B E A R I N G B E L O W F I N I S H E D F L O O R B O T T O M O F F O O T I N G A . B . C . A / C A . F . F . A L T A . B . @ B M B . O . B . B . O . D . B R G B . F . F B . O . F . A B B R E V I A T I O N S L B S ( # ) M F R ( ' S ) M . C . J . M E C H N / A L L V L L H H O R I Z K ( K I P ) L L L O N G L E G V E R T I C A L M A N U F A C T U R E R ( ' S ) M A S O N R Y C O N T R O L J O I N T N O T A P P L I C A B L E L O N G L E G H O R I Z O N T A L P O U N D S M E C H A N I C A L H O R I Z O N T A L 1 0 0 0 P O U N D S L I V E L O A D E X I S T I N G ( E ) M I N M I N I M U M M A X M A X I M U M P O U N D S P E R S Q U A R E F O O T G L U E D - L A M I N A T E D B E A M G L B P F T P R E F A B F L O O R T R U S S E S P R T P R E F A B R O O F T R U S S E S I . F . W . I N S I D E F A C E O F W A L L P T P R E S S U R E T R E A T E D C O N C R E T E C O L U M N C . C . R M E R O O F M O U N T E D E Q U I P M E N T S C R E W S A T F L O O R S H E A T H I N G S H A L L B E # 8 S C R E W S A N D S H A L L P E N E T R A T E A T L E A S T 1 1 2 " I N T O T H E S U P P O R T I N G M E M B E R . A L L F L O O R S H E A T H I N G S H A L L B E G L U E D T O S U P P O R T I N G M E M B E R S W I T H A N A P A A F G - 0 1 Q U A L I F I E D G L U E . P L Y W O O D A L T E R N A T E : A M E R I C A N P L Y W O O D A S S O C I A T I O N P E R F O R M A N C E R A T E D S H E A T H I N G M A Y B E U S E D A S A N A L T E R N A T E T O P L Y W O O D W I T H P R I O R A P P R O V A L O F O W N E R , A R C H I T E C T A N D R O O F E R . I T M A Y N O T B E U S E D O N R O O F S W H E R E B U I L T - U P R O O F S Y S T E M I S T O B E G U A R A N T E E D B Y R O O F E R . R A T E D S H E A T H I N G S H A L L C O M P L Y W I T H C U R R E N T I C C - E S R E P O R T S A N D S H A L L H A V E A S P A N R A T I N G E Q U I V A L E N T T O O R B E T T E R T H A N T H E P L Y W O O D I T R E P L A C E S . A T T A C H M E N T A N D T H I C K N E S S ( W I T H I N 1 3 2 " ) S H A L L B E T H E S A M E A S T H E P L Y W O O D I T R E P L A C E S . I N S T A L L P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 4 . N O M I N A L 2 x A N D 3 x D E C K I N G . T O N G U E A N D G R O O V E T Y P E . M I N I M U M F b = 1 , 6 0 0 P S I , M I N I M U M E = 1 , 3 0 0 , 0 0 0 P S I . I N S T A L L W I T H T O N G U E S U P S L O P E O N P I T C H E D R O O F S , A N D O U T W A R D I N T H E D I R E C T I O N O F L A Y I N G O N F L A T R O O F S . N A I L E A C H P L A N K W I T H 1 6 d T O E N A I L ( T H R U T H E T O N G U E ) A N D 1 6 d F A C E N A I L A T E A C H S U P P O R T . D E C K S H A L L B E I N S T A L L E D A S S I M P L E S P A N W I T H A L L P L A N K S B E A R I N G O N T W O S U P P O R T S . F O R R E F E R E N C E A N D / O R A D D I T I O N A L I N F O R M A T I O N S E E A I T C 1 1 7 - 2 0 1 0 . 5 . G L U E D - L A M I N A T E D B E A M S ( G L B ) : G L U E D - L A M I N A T E D B E A M S S H A L L B E D O U G L A S F I R C O M B I N A T I O N A T 2 4 F - V 4 A T S I M P L E S P A N B E A M S A N D 2 4 F - V 8 A T M U L T I - S P A N A N D C A N T I L E V E R E D B E A M S W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : F B = 2 , 4 0 0 P S I , F V = 1 9 0 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 8 0 0 K S I . A L L B E A M S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H A N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . B E A M S T O B E A R G R A D E S T A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . C A M B E R A S S H O W N O N D R A W I N G S . S T A N D A R D C A M B E R I S B A S E D O N A R A D I U S O F C U R V A T U R E O F 2 0 0 0 F E E T . 6 . G L U E D - L A M I N A T E D C O L U M N S : G L U E D - L A M I N A T E D C O L U M N S S H A L L B E D O U G L A S F I R C O M B I N A T I O N 3 W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : F B Y = 2 , 1 0 0 P S I , F B X = 2 0 0 0 P S I , F V Y = 2 3 0 P S I , F V X = 2 6 5 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 9 0 0 K S I . A L L C O L U M N S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H A N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . C O L U M N S T O B E A R G R A D E S T A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . 7 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N 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 I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R L V L s S H A L L B E : F B = 2 , 6 0 0 P S I , F V = 2 8 5 P S I , E = 2 , 0 0 0 K S I . 8 . P A R A L L E L S T R A N D L U M B E R ( P S L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N 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 I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R P S L s S H A L L B E : F B = 2 , 9 0 0 P S I , F V = 2 9 0 P S I , E = 2 , 0 0 0 K S I . 9 . L A M I N A T E D S T R A N D L U M B E R ( L S L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N 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 I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R L S L s S H A L L B E : F B = 2 , 3 2 5 P S I , F V = 3 1 0 P S I , E = 1 , 5 5 0 K S I . 1 0 . S I L L P L A T E S R E S T I N G O N C O N C R E T E O R M A S O N R Y S H A L L B E O F T R E A T E D F I R . S H E A R W A L L S A N D E X T E R I O R W A L L S I L L S A T C O N C R E T E S L A B S H A L L H A V E A M I N I M U M O F ( 2 ) A N C H O R B O L T S P E R P I E C E . P R O V I D E A N C H O R B O L T A T 9 " M A X I M U M , 4 " M I N I M U M F R O M T H E E N D O F E A C H P I E C E A T S P L I C E O R E N D O F W A L L . M A X I M U M A N C H O R B O L T S P A C I N G S H A L L B E 7 2 " O N C E N T E R U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . A L L A N C H O R B O L T S ( O T H E R T H A N B O L T S F O R H O L D O W N S ) S H A L L E M B E D 7 " I N T O C O N C R E T E . A N C H O R B O L T S F O R H O L D O W N S S H A L L N O T B E C O N S I D E R E D A S P A R T O F R E Q U I R E D A N C H O R B O L T S O N S H E A R W A L L S . A L L E X T E R I O R W A L L S S H A L L B E S E C U R E D W I T H M I N I M U M A N C H O R B O L T S . I N T E R I O R W A L L S M A Y B E S E C U R E D T O C O N C R E T E W I T H E I T H E R A N C H O R B O L T S O R P O W E R D R I V E N S H O T P I N S U N L E S S N O T E D O T H E R W I S E O N P L A N S . 1 1 . B O L T I N G : A L L B O L T S I N W O O 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 A S T M A 3 0 7 . B O L T S S H A L L B E I N S T A L L E D I N H O L E S B O R E D W I T H A B I T 1 1 6 " L A R G E R T H A N T H E Ø ( D I A M E T E R ) O F T H E B O L T . B O L T S A N D N U T S S E A T I N G O N W O O D S H A L L H A V E C U T S T E E L W A S H E R S U N D E R H E A D S A N D N U T S . N I C K T H R E A D S T O P R E V E N T L O O S E N I N G . 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 : 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 B E D E S I G N E D T O S U P P O R T S E L F W E I G H T P L U S L I V E L O A D A N D S U P E R I M P O S E D D E A D L O A D S . W H E R E U N I N H A B I T A B L E A T T I C S P A C E C A N B E U S E D F O R S T O R A G E , A 2 0 P S F L I V E L O A D O N T H E B O T T O M C H O R D S H A L L B E I N C L U D E D I N T H E A N A L Y S I S . B R I D G I N G S I Z E A N D S P A C I N G B Y T R U S S M A N U F A C T U R E R U N L E S S N O T E D O T H E R W I S E . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E F O R B O T H R O O F A N D F L O O R T R U S S E S W H E N U S E D . S H O P D R A W I N G S S H A L L S H O W A N Y S P E C I A L D E T A I L S R E Q U I R E D A T B E A R I N G P O I N T S . A L L C O N N E C T O R S S H A L L H A V E C U R R E N T I C C - E S A P P R O V A L . A D D I T I O N A L T R U S S E S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . P E R I B C S E C T I O N 2 3 0 3 . 4 A N D T P I - 1 : E A C H T R U S S S H A L L B E L E G I B L Y B R A N D E D , M A R K E D O R O T H E R W I S E H A V E P E R M A N E N T L Y A F F I X E D T H E R E T O T H E I D E N T I T Y O F T H E C O M P A N Y M A N U F A C T U R I N G T H E T R U S S , T H E D E S I G N L O A D S , A N D T H E T R U S S S P A C I N G - W I T H I N T W O F E E T O F T H E C E N T E R O F T H E S P A N O N T H E F A C E O F T H E B O T T O M C H O R D . P R E F A B R I C A T E D W O O D / S T E E L W E B J O I S T / P U R L I N S ( T J I / T J L S E R I E S O R E Q U A L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N 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 E D I T I O N I C C - E S R E P O R T . C O N N E C T I O N S A N D B E A R I N G M A T E R I A L T O B E D E S I G N E D A N D F U R N I S H E D B Y J O I S T F A B R I C A T O R . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D S T R U C T U R A L E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E . A D D I T I O N A L J O I S T S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 0 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 GENERAL STRUCTURAL NOTES 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... K E Y N O T E S : 1 . F I N I S H E D G R A D E W H E R E O C C U R S 2 . D O N O T E X C A V A T E A T R E N C H C L O S E R T H A N A 4 5 D E G R E E A N G L E T O B E L O W B O T T O M F O O T I N G O R F O U N D A T I O N 3 . B O T T O M O F C O N C R E T E F O O T I N G 4 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 1 T R E N C H P A R A L L E L T O C O N T I N U O U S S T R I P F O O T I N G T D 0 1 N O S C A L E 1 1 4 3 2 1 K E Y N O T E S : 1 . C O N C R E T E F O O T I N G 2 . S L E E V E - P R O V I D E 1 2 " M I N I M U M C L E A R A N C E A R O U N D P I P E O R C O N D U I T 3 . P I P E O R C O N D U I T 4 . C O N C R E T E F I L L T O B E P L A C E D B E F O R E F O O T I N G I S P O U R E D - F O R M S A M E A S F O O T I N G A N D P O U R F U L L W I D T H O F P I P E T R E N C H 5 . S T E M W A L L N O T E : A . N O P I P E S H A L L P A S S T H R U F O O T I N G O R U N D E R C O L U M N F O O T I N G S . F O R T R E N C H E S G R E A T E R T H A N 3 ' - 6 " B E L O W B O T T O M O F F O O T I N G , S E E P I P E P A S S I N G B E L O W W A L L F O O T I N G D E T A I L . T 2 P I P E P A S S I N G U N D E R W A L L F O O T I N G I N S H A L L O W T R E N C H T D 0 2 N O S C A L E 6" MIN 8" MIN 3'-0" MAX 8 " M I N A S E C T I O N A 5 1 2 3 4 5 1 2 3 4 K E Y N O T E S : 1 . S T E M W A L L 2 . C O N C R E T E F O O T I N G 3 . 1 ' - 6 " M A X I M U M - W H E R E T R E N C H E X C E E D S 1 ' - 6 " N O T I F Y S T R U C T U R A L E N G I N E E R P R I O R T O P L A C E M E N T O F F O O T I N G S 4 . B A C K F I L L A N D R E C O M P A C T T R E N C H P E R S O I L S R E P O R T A N D S P E C I F I C A T I O N S 5 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E S O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S 3'-1" OR GREATER F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 3 P I P E P A S S I N G B E L O W F O O T I N G I N D E E P T R E N C H T D 0 3 N O S C A L E 5 3 2 1 4 4 1 K E Y N O T E S : 1 . S L O P E D F I N I S H G R A D E 2 . M I N I M U M F O O T I N G D E P T H P E R G . S . N . - 1 2 " M I N I M U M 3 . D E E P E N F O O T I N G A S R E Q U I R E D T O A C C O U N T F O R S L O P E D G R A D E 4 . C O N C R E T E F O O T I N G N O T E : A . F O R A D D I T I O N A L I N F O R M A T I O N , S E E P L A N S A N D D E T A I L S 5 ' - 0 " T 4 T Y P I C A L D E T A I L F O R F O U N D A T I O N E M B E D M E N T T D 0 4 N O S C A L E 1 23 4 K E Y N O T E S : 1 . C O N C R E T E S L A B O N G R A D E 2 . C O N T K E Y E D J O I N T 3 . S A W C U T 1 8 " W I D E x 1 4 S L A B T H I C K N E S S I N D E P T H - C U T S H A L L B E M A D E S O O N E N O U G H T O P R E V E N T S H R I N K A G E C R A C K I N G , B U T N O T S O S O O N A S T O C A U S E S P A L L I N G O F T H E C O N C R E T E W H I L E S A W I N G . W O R K M U S T B E C O M P L E T E W I T H I N 1 6 H O U R S O F C O N C R E T E P L A C E M E N T . N O T E : A . K E Y E D J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P L A C E M E N T U N L E S S S P E C I F I C A L L Y N O T E D O N T H E P L A N S . B . " T O O L W E T J O I N T " , " Z I P S T R I P " , E T C S H A L L M A T C H S A W C U T R E Q U I R E M E N T S 1 2 " 6 " 6 " 1 2 " S A W C U T J O I N T K E Y E D J O I N T T 6 C O N T R O L J O I N T S I N C O N C R E T E S L A B O N G R A D E T D 0 7 N O S C A L E 1 3 1 2 6 M I N B A R O F F S E T B A R C L E A R A N C E S P L I C E D E T A I L B E N D & H O O K D E T A I L S C O L U M N T I E S B E A M S T I R R U P S " d " 4 5 ° " d " " d " 1 8 8 K E Y N O T E S : 1 . L A P - S E E G . S . N . 2 . M A X I M U M 1 5 L A P B U T N O T M O R E T H A N 6 " 3 . W I R E T I E S 4 . 1 d ( 1 " M I N I M U M ) 5 . R A D I U S = 3 d F O R B A R S N O T O V E R # 8 ; 4 d F O R # 9 , # 1 0 , A N D # 1 B A R S ; 5 d F O R # 1 4 A N D # 1 8 B A R S , 5 d F O R A L L G R A D E 4 0 B A R S W I T H 1 8 0 D E G R E E H O O K 6 . 4 D ( 4 " M I N I M U M ) 7 . 1 2 d ( 9 0 D E G R E E H O O K ) 8 . 6 d ( 4 " M I N I M U M ) 9 . 1 3 5 D E G R E E B E N D 1 0 . B E N D A R O U N D 1 1 2 " P I N F O R # 3 B A R S . B E N D A R O U N D 2 " P I N F O R # 4 B A R S . B E N D A R O U N D 2 1 2 " P I N F O R # 5 B A R S . T 5 T Y P I C A L R E I N F O R C I N G D E T A I L S T D 1 0 N O S C A L E 3 1 2 4 6 7 5 5 5 5 9 9 1 0 1 0 N O T E S : 1 . T O P B A R S A R E A N Y H O R I Z O N T A L B A R S P L A C E D S O T H A T M O R E T H A N 1 2 " O F F R E S H C O N C R E T E I S C A S T I N T H E M E M B E R B E L O W T H E R E I N F O R C E M E N T . 2 . U N L E S S N O T E D O T H E R W I S E , L A P S P L I C E S I N C O N C R E T E B E A M S , S L A B S A N D W A L L S S H A L L B E C L A S S " B " T E N S I O N L A P S P L I C E S . B A R S I Z E C L A S S B T E N S I O N S P L I C E L E N G T H S f ' c = 3 , 0 0 0 P S I f ' c = 4 , 0 0 0 P S I f ' c = 5 , 0 0 0 P S I H O R I Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S H O R I Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S H O R I Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S # 3 1 2 " 1 2 " 1 2 " 1 2 " 1 2 " 1 2 " # 4 1 9 " 1 5 " 1 7 " 1 3 " 1 5 " 1 2 " # 5 2 9 " 2 3 " 2 6 " 2 0 " 2 3 " 1 8 " # 6 3 2 " 2 5 " 2 8 " 2 1 " 2 5 " 1 9 " # 7 5 4 " 4 1 " 4 7 " 3 6 " 4 2 " 3 2 " # 8 7 0 " 5 4 " 6 1 " 4 7 " 5 4 " 4 2 " # 9 8 9 " 6 8 " 7 7 " 5 9 " 6 9 " 5 3 " # 1 0 1 1 2 " 8 7 " 9 7 " 7 5 " 8 7 " 6 7 " T 7 S T E E L R E I N F O R C I N G L A P S P L I C E S I N C O N C R E T E T D 1 4 N O S C A L E N O T E : A . A L L C O N D I T I O N S M A Y N O T B E S H O W N . F O R C O N D I T I O N S N O T S H O W N , U S E T H E S E D E T A I L S A S A G U I D E . B . S O M E L A R G E R H O L D O W N S R E Q U I R E 6 x 6 P O S T S , S E E P L A N S A N D S C H E D U L E S . C . W H E R E M U L T I P L E T R I M M E R S T U D S O R K I N G S T U D S O C C U R , M A K E A D J U S T M E N T S A S R E Q U I R E D . K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . S H E A R W A L L S H E A T H I N G , S E E P L A N 3 . E D G E O F F O U N D A T I O N 4 . S I M P S O N H D T Y P E H O L D O W N W I T H S C R E W S 5 . S H E A R W A L L E N D P O S T ( 3 S T U D S ) T Y P I C A L , E X C E P T A T H D U 1 1 , H D U 1 4 , H H D Q 1 1 , A N D H H D Q 1 4 W H E R E 6 x 6 P O S T I S R E Q U I R E D 6 . S H E A R W A L L E N D P O S T S ( 2 S T U D S ) 7 . S H E A R W A L L E D G E N A I L I N G 8 . T R I M M E R S T U D T O S U P P O R T H E A D E R 9 . B L O C K T O S U P P O R T W I N D O W S I L L 1 0 . 6 x 6 W O O D P O S T 1 1 . ( 2 5 ) - S I M P S O N S D S 1 4 " x 4 1 2 " L O N G W O O D S C R E W S , S T A G G E R E D 1 2 . S I M P S O N H D T Y P E H O L D O W N W I T H 6 " L O N G S I M P S O N S D S 1 4 " S C R E W S ( 2 ) S H E A R W A L L S ( 1 ) " H D " H O L D O W N W / S C R E W S "HD" HOLDOWN W/SCREWSWINDOW JAMB X " H D " H O L D O W N W / S C R E W S D O O R J A M B O R W A L L E N D X HOLDOWNXHDHQ8HHDQ11HHDQ14HD192-1/8"1-1/4"1-1/2"1-5/16"HDU2, HDU4,HDU5HTT4HTT51-5/16" ( 2 ) S H E A R W A L L S ( 1 ) " H D " H O L D O W N W / S C R E W S A T E X T E R I O R C O R N E R X (1) SHEARWALL(1) "HD" HOLDOWN W/SCREWSAT EXTERIOR CORNER X A T R E - E N T R A N T C O R N E R X (1) SHEARWALL(1) "HD" HOLDOWN W/SCREWSAT RE-ENTRANT CORNER X 4 WINDOWOPENING D O O R O P E N I N G HDU141-9/16"LTT20B LTT191-3/8"1-1/2"HDU8, HDU111-3/8"T9PLAN VIEW - HOLDOWN LOCATIONS/S H E A R W A L L E N D P O S T S , " H D " T Y P E H O L D O W N S U S I N G S C R E W S TD16 N O S C A L E 327473 2 7 8 2 1 98134 4 8 3 14723 1 1 3 2 7 7 3 2 1 2 1 0 5 5 6 6 6 6 6 K E Y N O T E S : 1 . N A I L S B E T W E E N S P L I C E L O C A T I O N P E R S C H E D U L E - S T A G G E R E D 2 . D B L 2 x T O P P L A T E 3 . W O O D S T U D W A L L , S E E P L A N 4 . S P L I C E O V E R S T U D 5 . S I M P S O N S T 6 2 2 4 O R M S T C 4 0 S T R A P A T L O C A T I O N S W H E R E P L A T E S C A N N O T B E S P L I C E D N O T E : A . D O N O T S P L I C E T O P P L A T E S W I T H I N 6 ' - 0 " O F E N D S O F P L Y W O O D S H E A R W A L L S . T H I S D E T A I L R E Q U I R E D A T A L L E X T E R I O R W A L L S A N D O V E R S H E A R W A L L S - N O T R E Q U I R E D A T I N T E R I O R N O N - S H E A R W A L L S . ( 3 0 ) 1 6 d ( 2 4 ) 1 6 d L E S S T H A N 2 0 ' O V E R 2 0 ' 4 ' - 0 " 6 ' - 0 " L E N G T H O F W A L L ( B E T W E E N C O R N E R S ) S P L I C E L E N G T H N A I L S A L O N G S P L I C E L E N G T H M I N I M U M S P L I C E L E N G T H P E R S C H E D U L E T 8 E L E V A T I O N - T Y P I C A L T O P P L A T E S P L I C E T D 2 4 N O S C A L E 4 5 1 3 2 3 2 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . W O O D H E A D E R 3 . K I N G S T U D ( S ) P E R P L A N 4 . ( 2 ) 1 6 d N A I L S A T 2 " O . C . 5 . 1 6 d N A I L S A T 1 2 " O . C . 6 . T R I M M E R S T U D ( S ) P E R P L A N 26 3 1 5 4 5T10TYPICAL HEADER CONNECTIONTD25 N O S C A L E N O T E : A . M I N I M U M S T A P L I N G S P E C I F I E D H E R E I N S H A L L B E P R O V I D E D U N L E S S N O T E D O T H E R W I S E O N P L A N S , D E T A I L S O R G E N E R A L S T R U C T U R A L N O T E S 8d COMMON AT 12" O.C. 1 6 G A S T A P L E A T 1 2 " O . C . ALTERNATE FA S T E N E R S C H E D U L E A L T E R N A T E F A S T E N E R SPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C. 1 5 G A S T A P L E A T 1 2 " O . C . 1 4 G A S T A P L E A T 1 2 " O . C . 1 3 G A S T A P L E A T 1 2 " O . C . 1 6 G A S T A P L E A T 4 " O . C . 1 5 G A S T A P L E A T 5 " O . C . 1 4 G A S T A P L E A T 6 " O . C . 1 3 G A S T A P L E A T 6 " O . C . 1 3 G A S T A P L E A T 5 " O . C . 1 4 G A S T A P L E A T 4 " O . C . 1 5 G A S T A P L E A T 3 " O . C . 1 6 G A S T A P L E A T 2 . 5 " O . C . 1 5 G A S T A P L E A T 2 " O . C . 1 4 G A S T A P L E A T 3 " O . C . 1 3 G A S T A P L E A T 4 " O . C . 8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARW A L L O R R O O F S H E A T H I N G NOTES:1.STAPLES SHALL HAVE A M I N I M U M C R O W N W I D T H O F 7 1 6 " INCH OUTSIDE DIMENSIO N . A N D I N S T A L L E D W I T H C R O W N PARALLEL TO THE LONG D I M E N S I O N O F F R A M I N G M E M B E R . 2.FRAMING SHALL BE 3x O R W I D E R W H E N N A I L S P A C I N G I S LESS THAN 3 INCHES ON C E N T E R . 3.ALL STAPLES SHALL HAV E 1 1 2 " L O N G L E G S M I N I M U M . 4.STAPLE SIZES AND SPAC I N G P E R R E P O R T N O . ICC-ESR-1539T11ALTERNATE SHEATHING STAPLE OPT I O N TD32 N O S C A L E CONNECTIONTYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDS TOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL 16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL 16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL (8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES AND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES FACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL (2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTESB.NAILING NOT NOTED ON THESEPLANS OR DETAILS SHALL BE PERI.B.C. TABLE 2304.10.1T12MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALE2634152174213418AT BEAM AT MID WALL AT TOP PLATET13TYPICAL BEAM POCKETTD26NO SCALE 2 14AT CORNER 109 KEYNOTES:1.WOOD BEAM2.(2) 16d NAILS AT 6" O.C.3.KING STUD EACH SIDE OF BEAM4.SOLID BUILT-UP POST BELOW BEAM5.STRAP BROKEN TOP PLATE ON SIDEOR TOP6.CONT DBL 2x TOP PLATE W/ LAPSPLICE PER TYPICAL DETAIL7.FULL-HEIGHT KING STUD EACH SIDEOF BEAM8.HGA10 CLIP EACH SIDE9.FULL-HEIGHT KING STUD AT END OFBEAM10.FULL-HEIGHT KING STUD, OPPOSITESIDE OF THE BEAM P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 1 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 TYPICAL DETAILS 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... T 1 5 T Y P I C A L R O O F S N O W S U R C H A R G E / D R I F T L O A D T D 7 3 N O S C A L E K E Y N O T E S : 1 . S U R C H A R G E O R D R I F T S N O W L O A D A R E A , S E E P L A N 2 . B A L A N C E D R O O F S N O W L O A D , S E E G S N 3 . R E Q U I R E D L O A D I N C R E A S E , S E E P L A N 4 . E X T E N T O F S U R C H A R G E O R D R I F T L O A D , S E E P L A N N O T E : A . S U R C H A R G E A N D D R I F T L O A D S A R E I N A D D I T I O N T O R O O F B A L A N C E D S N O W L O A D # # P S F # # P S F 3 3 1 2 4 T 1 4 T Y P I C A L T R U S S R E P A I R A T R O O F V E N T P E N E T R A T I O N N O S C A L E K E Y N O T E S : 1 . E X I S T I N G W O O D T R U S S I N N E E D O F R E P A I R 2 . S I S T E R ( 2 ) 2 x 6 s ( O N E O N E A C H S I D E ) T O T R U S S C H O R D . N E W L U M B E R M U S T B A C K - S P A N O N T O E X I S T I N G T R U S S A M I N O F 4 ' - 0 " 3 . ( 2 ) 1 6 d N A I L S A T 6 " O . C . F O R F U L L L E N G T H O F B A C K - S P A N N O T E : A . I F T R U S S W E B S H A V E B E E N C U T , C O N T A C T F R O S T S T R U C T U R A L E N G I N E E R I N G F O R F U R T H E R R E P A I R I N S T R U C T I O N S 4 ' - 0 " M I N 4 ' - 0 " M I N 4 ' - 0 " M I N 4 ' - 0 " M I N 1 2 3 3 3 3 1 2 1 1 P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 2 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 TYPICAL DETAILS 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... 4'-3" 6" CONCRETE SLAB ON GRADE W/#4 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIME CONCRETE SLAB ON GRADEWF18 / W1 55 55 5 101 1 6.6. 5 A A A A 5 W F 1 8 A F 3 6 F 4 8 1'-1034"33'-0"15'-4"20'-512" T Y P 1 0 6 F 4 8 A F 4 8 A 1 0 3 2 T Y P 1 0 4 F 5 4 A 1 0 5 3 F 5 4 3 F 4 8 A 3 1 0 2 1'-2" 10'-13 4"18'-81 2" 79'-7" 2 0 ' - 5 " 6 2 ' - 1 1 2 " 1'-2"14'-434"6'-1014"6'-212"2'-512" 31'-1" 3'-314"15'-1012" 19'-2" 5 4 ' - 1 0 1 4 " 1 5 ' - 9 3 4 " 9 " 3 ' - 0 " 1 6 ' - 8 " 15'-111 2" 6. 1 0 7 1 0 9 1 0 9 1 1 1 1 108 S C A L E : F O U N D A T I O N P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 0 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 FOUNDATION PLAN 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... 1 . E X I S T I N G P I T T O B E I N F I L L E D , S E E D E T A I L . 2 . S I M P S O N C B S Q 8 6 - S D S 2 P O S T B A S E . 3 . S I M P S O N A B U 6 6 Z P O S T B A S E W / ( 1 ) 5 8 " Ø T I T E N H D B O L T W / 5 " M I N . E M B E D M E N T I N T O C O N C R E T E . P L A N K E Y N O T E S X A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . T H E D E P T H O F F O O T I N G D I M E N S I O N I N D I C A T E D I N T H E G . S . N . I S A M I N I M U M . F O U N D A T I O N C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E S O I L S R E P O R T A N D O T H E R T R A D E S T O I N S U R E T H A T T H E S E M I N I M U M S A R E S U F F I C I E N T F O R T H E W O R K . S E E T Y P I C A L D E T A I L S F O R A D D I T I O N A L R E Q U I R E M E N T S . D . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . E . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . F . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . G . , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L H O L D O W N . S E E H O L D O W N S C H E D U L E S A N D D E T A I L 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 . H . W 1 , W 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S C O N C R E T E O R M A S O N R Y W A L L S . S E E W A L L S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . I . W F 1 8 , W F 2 4 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N T I N U O U S W A L L F O O T I N G . S E E F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . J . F 3 6 , F 4 8 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N C R E T E F O O T I N G . S E E F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . V E R I F Y E X A C T S I Z E A N D L O C A T I O N O F D E P R E S S E D A N D / O R R A I S E D S L A B S W I T H A R C H I T E C T U R A L D R A W I N G S . L . F O R S I D E W A L K A N D L A N D I N G L O C A T I O N S , S E E A R C H I T E C T U R A L D R A W I N G S . F O U N D A T I O N P L A N N O T E S 5 6 . 7 A B F O O T I N G S C H E D U L E N O T E S : 1 . F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . 2 . F O R M I N I M U M C L E A R A N C E ( C L R ) O F R E I N F O R C I N G , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) . M A R K L E N G T H W I D T H T H I C K N E S S F O O T I N G R E I N F O R C I N G R E M A R K S F 3 6 3 6 " 3 6 " 1 0 " ( 4 ) # 4 E A C H W A Y B O T T O M - - - F 4 8 4 8 " 4 8 " 1 0 " ( 6 ) # 4 E A C H W A Y B O T T O M - - - F 4 8 A 4 8 " 4 8 " 1 8 " ( 6 ) # 4 E A C H W A Y T O P A N D B O T T O M - - - F 5 4 5 4 " 2 4 " 1 0 " ( 7 ) # 4 T R A N S V E R S E W / ( 3 ) # 4 L O N G I T U D I N A L , B O T T O M - - - F 5 4 A 5 4 " 2 4 " 1 8 " ( 7 ) # 4 T R A N S V E R S E W / ( 3 ) # 4 L O N G I T U D I N A L , T O P A N D B O T T O M - - - W F 1 8 A C O N T 1 8 " 1 0 " ( 2 ) # 4 C O N T T O P A N D B O T T O M S T R I P F O O T I N G W A L L ( W ) S C H E D U L E M A R K T H I C K N E S S A N D T Y P E V E R T I C A L R E I N F O R C I N G H O R I Z O N T A L R E I N F O R C I N G R E M A R K S W 1 8 " C O N C R E T E # 4 A T 1 8 " O . C . # 4 A T 1 2 " O . C . - - - S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . S H E A R W A L L H O L D O W N S C H E D U L E M A R K H O L D O W N S H E A R W A L L E N D P O S T U N O O N P L A N A L T E R N A T E H O L D O W N S I M P S O N H D U 8 ( 2 ) 2 x S T U D S N / A A 1 BEAM, SEE ABOVE B3 (4) KS(4) KS(2) KS(2) KS(4) KS P1 W/(4) KS P1 W/ ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S 1 ( 2 ) K S ( 2 ) K S B5 2 P 3 B 6 ( C O N T ) B 7 4 P 3 3 P 3 B 3 W J 1 2 0 2 4 P 2 3 P 2 P 4 5 T Y P I C A L F L O O R S H E A T H I N G : 3 / 4 " A P A R A T E D F L O O R S H E A T H I N G W / 1 0 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . 2 0 1 3 1 1 1 WJ1 2 0 4 1 55 55 5 6.6.6. 5 5 5 2 0 7 W J 1 2 0 4 S C A L E : M E Z Z A N I N E F R A M I N G P L A N ( A L T E R N A T E ) 1 / 8 " = 1 ' - 0 " PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 1 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 MEZZANINE FRAMING PLAN (ALTERNATE) 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... B E A M ( B ) S C H E D U L E M A R K S I Z E B 1 E X I S T I N G H E A D E R B 2 ( 2 ) 2 x 6 B 3 ( 2 ) 2 x 8 B 4 ( 3 ) 2 x 1 0 B 5 ( 2 ) 1 3 4 x 1 1 7 8 L V L B 6 ( 3 ) 1 3 4 x 1 1 7 8 L V L O R 5 1 8 x 1 2 G L B B 7 5 1 8 x 1 9 1 2 G L B B 8 ( 3 ) 1 3 4 x 5 1 2 L V L W O O D J O I S T ( ) S C H E D U L E M A R K J O I S T F A C E M O U N T H A N G E R T O P F L A N G E H A N G E R W J 1 1 1 7 8 " T J I 5 6 0 A T 1 6 " O . C . I U S 3 . 5 6 / 1 1 . 8 8 I T S 3 . 5 6 / 1 1 . 8 8 W J S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . F L O O R F R A M I N G P L A N N O T E S A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R B R O K E N , P R O V I D E A S I M P S O N M S T C 4 0 S T R A P A T D I S C O N T I N U I T Y . D . T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E 2 x 6 S T U D S A T 1 6 " O . C . U N O . A L L S T U D S S H A L L B E F U L L - H E I G H T . A N Y S T U D S T H A T A R E N O T C O N T I N U O U S F R O M F O U N D A T I O N U P T O T R U S S E S S H A L L B E R E P L A C E D W / F U L L - H E I G H T M E M B E R S . E . P R O V I D E T R I M M E R S T U D S ( T S ) A N D K I N G S T U D S ( K S ) A T O P E N I N G S A S F O L L O W S , U . N . O . : O P E N I N G S 1 ' - 4 " O R L E S S , ( 1 ) T S & ( 1 ) K S , O P E N I N G S 1 ' - 5 " T O 4 ' - 2 " , ( 1 ) T S & ( 2 ) K S , 4 ' - 3 " T O 7 ' - 1 " , ( 1 ) T S & ( 3 ) K S , 7 ' - 2 " T O 1 0 ' - 0 " , ( 2 ) T S & ( 4 ) K S . F O R A T T A C H M E N T , S E E " T Y P I C A L H E A D E R C O N N E C T I O N " D E T A I L . F . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . G . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . H . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . I . B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R H E A D E R . S E E B E A M S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . J . W J 1 , W J 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A W O O D J O I S T . S E E W O O D J O I S T S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . L . F O R C L A R I T Y , D E T A I L S M A Y S H O W O N L Y O N E S I D E O F F R A M I N G C O N D I T I O N . 5 6 . 7 P O S T ( P ) S C H E D U L E N O T E S : 1 . F O R C O N N E C T I O N S A T E I T H E R E N D O F P O S T , S E E D E T A I L S . 2 . U N O , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) F O R L U M B E R S P E C I E S A N D G R A D E . M A R K S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P 1 ( 2 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 2 ( 3 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 3 6 x 6 D O U G F I R N O . 1 S E E K E Y N O T E S P 4 6 x 8 D O U G F I R N O . 1 S E E K E Y N O T E S 1 . A L O N G T H I S W A L L , R E P L A C E S T U D S W / C O N T , F U L L - H E I G H T , 2 x 6 S T U D S A T 1 6 " O . C . E X I S T I N G F R A M I N G M A Y B E R E M O V E D O R R E M A I N A T C O N T R A C T O R ' S O P T I O N . 2 . A T T A C H B E A M T O P O S T W / S I M P S O N E P C 6 Z P O S T C A P . 3 . B E A M T O R E S T O N T O P P L A T E , A T T A C H W / ( 3 ) S I M P S O N A 3 5 O R L T P 5 C L I P S . 4 . P O C K E T B E A M I N T O W A L L P E R T Y P I C A L D E T A I L . 5 . A T T A C H B E A M T O P O S T W / S I M P S O N P C 6 Z P O S T C A P . P L A N K E Y N O T E S X P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED B1B1 B 1 B 1 B6 B 3 B 3 B 3 B 3 B8B2 B2 B4 55 (4) KS(4) KS(2) KS(4) KS P1 W/(4) KS P1 W/ ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S ( 2 ) K S 6.6.6. 2 ( 2 ) K S ( 2 ) K S (2) KS7/16" APA RATED ROOF SHEATHING W/8d COMMON NAILS AT 6" O.C. AT PANELEDGES / BOUNDARY AND AT 12" O.C. INTHE FIELD.TYPICAL ROOF SHEATHING: E X I S T I N G P R E F A B W O O D T R U S S E S 2 2 6 65 3 T Y P PREFAB WOOD TRUSSAT 24" O.C.2035655'-6"28 PSF0 PSF5205 205206 B2 4 11 S C A L E : R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 2 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 ROOF FRAMING PLAN 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... P O S T ( P ) S C H E D U L E N O T E S : 1 . F O R C O N N E C T I O N S A T E I T H E R E N D O F P O S T , S E E D E T A I L S . 2 . U N O , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) F O R L U M B E R S P E C I E S A N D G R A D E . M A R K S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P 1 ( 2 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 2 ( 3 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 3 6 x 6 D O U G F I R N O . 1 S E E K E Y N O T E S P 4 6 x 8 D O U G F I R N O . 1 S E E K E Y N O T E S 1 . A T T H I S L O C A T I O N , A T T A C H T O P C H O R D O F T R U S S B A C K T O E X I S T I N G B U I L D I N G W / ( 1 ) S I M P S O N H G A 1 0 K T C L I P ( L O N G E R S C R E W S T H A N W H A T I S P R O V I D E D B Y S I M P S O N M A Y B E R E Q U I R E D ) . P R O V I D E B L O C K I N G I N W A L L A N D B E T W E E N T R U S S A N D W A L L T O R E C E I V E S C R E W S . 2 . A L O N G T H I S W A L L , R E P L A C E S T U D S W / C O N T , F U L L - H E I G H T , 2 x 6 S T U D S A T 1 6 " O . C . E X I S T I N G F R A M I N G M A Y B E R E M O V E D O R R E M A I N A T C O N T R A C T O R S O P T I O N . 3 . P R O V I D E T R U S S R E P A I R S P E R T Y P I C A L D E T A I L W H E R E E X H A U S T V E N T S H A V E P E N E T R A T E D R O O F S Y S T E M . 4 . A L O N G T H I S W A L L , P R O V I D E ( 3 ) 2 x 6 H E A D E R A B O V E A N Y O P E N I N G S ( 3 ' - 0 " M A X . W I D T H ) W H E R E W A L L S T U D S A R E C U T T O A L L O W F O R M E C H A N I C A L D U C T P E N E T R A T I O N I N T O B U I L D I N G . 5 . T R U S S M A N U F A C T U R E R T O D E S I G N T R U S S E S F O R D R I F T I N G S N O W L O A D S F O R L E N G T H A N D M A G N I T U D E S H O W N , S E E T Y P I C A L D E T A I L . 6 . V E R I F Y T H A T W A L L I S B A L L O O N F R A M E D W / F U L L - H E I G H T 2 x 6 S T U D S A T 1 6 " O . C . I F T H I S I S N O T T H E C A S E , K E Y N O T E 2 S H A L L A P P L Y . P L A N K E Y N O T E S X B E A M ( B ) S C H E D U L E M A R K S I Z E B 1 E X I S T I N G H E A D E R B 2 ( 2 ) 2 x 6 B 3 ( 2 ) 2 x 8 B 4 ( 3 ) 2 x 1 0 B 5 ( 2 ) 1 3 4 x 1 1 7 8 L V L B 6 ( 3 ) 1 3 4 x 1 1 7 8 L V L O R 5 1 8 x 1 2 G L B B 7 5 1 8 x 1 9 1 2 G L B B 8 ( 3 ) 1 3 4 x 5 1 2 L V L W O O D J O I S T ( ) S C H E D U L E M A R K J O I S T F A C E M O U N T H A N G E R T O P F L A N G E H A N G E R W J 1 1 1 7 8 " T J I 5 6 0 A T 1 6 " O . C . I U S 3 . 5 6 / 1 1 . 8 8 I T S 3 . 5 6 / 1 1 . 8 8 W J R O O F F R A M I N G P L A N N O T E S A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R B R O K E N , P R O V I D E A S I M P S O N M S T C 4 0 S T R A P A T D I S C O N T I N U I T Y . D . T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E 2 x 6 S T U D S A T 1 6 " O . C . U N O . A L L S T U D S S H A L L B E F U L L - H E I G H T , A N Y S T U D S T H A T A R E N O T C O N T I N U O U S F R O M F O U N D A T I O N U P T O T R U S S E S S H A L L B E R E P L A C E D W / F U L L - H E I G H T M E M B E R S . E . P R O V I D E T R I M M E R S T U D S ( T S ) A N D K I N G S T U D S ( K S ) A T O P E N I N G S A S F O L L O W S , U . N . O . : O P E N I N G S 1 ' - 4 " O R L E S S , ( 1 ) T S & ( 1 ) K S , O P E N I N G S 1 ' - 5 " T O 4 ' - 2 " , ( 1 ) T S & ( 2 ) K S , 4 ' - 3 " T O 7 ' - 1 " , ( 1 ) T S & ( 3 ) K S , 7 ' - 2 " T O 1 0 ' - 0 " , ( 2 ) T S & ( 4 ) K S . F O R A T T A C H M E N T , S E E " T Y P I C A L H E A D E R C O N N E C T I O N " D E T A I L . F . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . G . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . H . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . I . B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R H E A D E R . S E E B E A M S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . J . W J 1 , W J 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A J O I S T . S E E J O I S T S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . L . T I E E A C H R O O F J O I S T A T B E A R I N G L O C A T I O N S W I T H ( 1 ) H 2 . 5 A C L I P , U N O . M . F O R C L A R I T Y , D E T A I L S M A Y S H O W O N L Y O N E S I D E O F F R A M I N G C O N D I T I O N . N . F O R C L A R I T Y , A L L R O O F O P E N I N G S M A Y N O T B E S H O W N O N T H E R O O F F R A M I N G P L A N . F O R E X A C T S I Z E , N U M B E R A N D L O C A T I O N O F O P E N I N G S , S E E A R C H I T E C T U R A L , M E C H A N I C A L , P L U M B I N G , A N D E L E C T R I C A L D R A W I N G S . F O R F R A M I N G A T O P E N I N G S , S E E T Y P I C A L D E T A I L S . O . V E R I F Y E X A C T S I Z E A N D W E I G H T O F E Q U I P M E N T O N R O O F W I T H M E C H A N I C A L D R A W I N G S . 5 6 . 7 S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . 1 0 1 W O O D S T U D W A L L A T F O U N D A T I O N N O S C A L E 3 " C L R 3" CLR 8 1 0 7 9 6 8 1 2 5 4 3 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E W A L L , S E E P L A N 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . M I N I M U M F O O T I N G D E P T H , S E E G S N 8 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 9 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 0 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N N O T E S : A . W A T E R P R O O F A N Y E X T E R I O R W O O D F R A M I N G W I T H I N 8 " O F G R A D E P E R A R C H D R A W I N G S 1 0 2 W O O D S T U D W A L L A T F O U N D A T I O N N O S C A L E K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 3 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W F O O T I N G 4 . C O N C R E T E F O O T I N G , S E E P L A N 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 7 6 5 1 2 4 3 3 " C L R 3" CLR 1 0 3 W O O D C O L U M N A T C O N C R E T E F O O T I N G C W _ S 1 3 1 N O S C A L E 3 " C L R 3" CLR 3 4 K E Y N O T E S : 1 . W O O D P O S T , S E E P L A N 2 . S I M P S O N P O S T B A S E , S E E P L A N 3 . C O N C R E T E F O O T I N G , S E E P L A N 4 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 5 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W F O O T I N G 1 2 1 0 4 W O O D S T U D W A L L A T F O U N D A T I O N C W _ S 1 3 4 N O S C A L E K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . H O L D O W N , S E E P L A N , A T T A C H P E R M A N U F A C T U R E R 3 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 4 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W F O O T I N G 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 8 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 8 1 3 5 4 2 3 " C L R 3" CLR 6 3 312" MIN 4 1 0 5 W O O D P O S T A N D F O U N D A T I O N A T E X I S T I N G F O U N D A T I O N N O S C A L E 4 3 " C L R 3" CLR 9 6 1 2 3 5 7 K E Y N O T E S : 1 . E X I S T I N G W O O D S T U D W A L L 2 . E X I S T I N G C O N C R E T E S T E M W A L L 3 . E X I S T I N G C O N C R E T E F O O T I N G 4 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W F O O T I N G 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . W O O D P O S T W / P O S T B A S E , S E E P L A N 7 . C O N C R E T E F O O T I N G , S E E P L A N 8 . D R I L L A N D E P O X Y T R A N S V E R S E R E I N F O R C I N G I N T O E X I S T I N G C O N C R E T E W / S I M P S O N S E T - X P E P O X Y A N D 4 " M I N E M B E D M E N T 9 . G A P P E R A R C H 8 8 1 0 6 C O N R E T E S L A B A T E X I S T I N G C O N C R E T E S L A B ( P I T I N F I L L ) N O S C A L E 1 4 2 3 1 4 2 3 K E Y N O T E S : 1 . E X I S T I N G C O N C R E T E S L A B 2 . 4 " C O N C R E T E S L A B W / # 4 A T 1 2 " O . C . E A C H W A Y , C E N T E R E D I N S L A B T H I C K N E S S 3 . 3 8 " M I N U S A G G R E G A T E W / O F I N E S T O F I L L P I T V O I D 4 . D R I L L A N D E P O X Y N E W S L A B R E I N F O R C I N G I N T O E X I S T I N G C O N C R E T E W / S I M P S O N S E T - X P E P O X Y A N D 4 " M I N E M B E D M E N T 1 0 7 W O O D P O S T A N D F O U N D A T I O N A T E X I S T I N G F O U N D A T I O N N O S C A L E 4 3 " C L R 3" CLR 9 6 1 2 3 5 7 K E Y N O T E S : 1 . E X I S T I N G W O O D S T U D W A L L 2 . E X I S T I N G C O N C R E T E S T E M W A L L 3 . E X I S T I N G C O N C R E T E F O O T I N G 4 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W F O O T I N G 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . W O O D P O S T W / P O S T B A S E , S E E P L A N 7 . C O N C R E T E F O O T I N G , S E E P L A N 8 . D R I L L A N D E P O X Y T R A N S V E R S E R E I N F O R C I N G I N T O E X I S T I N G C O N C R E T E W / S I M P S O N S E T - X P E P O X Y A N D 4 " M I N E M B E D M E N T 9 . G A P P E R A R C H 8 5 5 15" 109WOOD STUD WALL AT EXISTING CON C R E T E S L A B N O S C A L E K E Y N O T E S : 1 . E X I S T I N G W O O D S T U D W A L L 2 . E X I S T I N G C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 3 . E X I S T I N G C O N C R E T E S L A B 4 . E X I S T I N G C O M P A C T E D S U B - G R A D E B E L O W S L A B 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 5 4 123 3 312"MIN 3 2 8" 8 " 108NEW CONCRETE SLAB / WALL AT EXI S T I N G N O S C A L E K E Y N O T E S : 1 . E X I S T I N G C O N C R E T E W A L L , S A W - C U T A S N E C E S A R R Y T O P O U R N E W S L A B 2 . E X I S T I N G C O N C R E T E S L A B , S A W - C U T A S N E C E S S A R Y T O P O U R N E W W A L L 3 . C I V I L F L A T W O R K 4 . N E W C O N C R E T E S L A B / W A L L ( M O N O L I T H I C A L L Y P O U R E D ) , D I M E N S I O N S S H O W N A R E A M I N I M U M 5 . D R I L L A N D E P O X Y R E I N F O R C I N G I N T O E X I S T I N G C O N C R E T E W / S I M P S O N S E T - X P E P O X Y A N D 4 " M I N E M B E D M E N T 6 . ( 1 ) # 4 B A R C O N T 7 . C O M P A C T E D S U B - G R A D E , S E E P L A N 8 . # 4 B E N T D O W E L A T 1 2 " O . C . 9 . # 4 B E N T D O W L A T 1 2 " O . C . 7 1 6 66 4 5 5 1 8 " 1 8 " 8 9 9 1 2 " 9 " P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 3 . 0 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 FOUNDATION DETAILS 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... K E Y N O T E S : 1 . W O O D J O I S T W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . C O N T R I M B O A R D 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . F L O O R S H E A T H I N G , S E E P L A N N O T E : A . N O W A L L S H E A T H I N G S P L I C E B E T W E E N R I M B O A R D A N D T O P P L A T E , I F S H E A T H I N G B R E A K S P R O V I D E A 3 5 C L I P B E T W E E N E A C H J O I S T B . H A N D R A I L P E R A R C H 2 0 1 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E 1 2 3 5 5 4 7 6 8 K E Y N O T E S : 1 . W O O D J O I S T , S E E P L A N 2 . W O O D J O I S T B L O C K I N G W / ( 2 ) 1 6 d N A I L S A T 1 6 " O . C . 3 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 4 . W O O D S T U D W A L L , S E E P L A N 5 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . C O N T R I M B O A R D 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . F L O O R S H E A T H I N G , S E E P L A N 1 0 . ( 4 ) 1 0 d N A I L S I N T O E A C H B L O C K 2 0 2 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E 1 3 4 6 6 5 8 7 9 2 1 0 6 5 N O T E : A . N O W A L L S H E A T H I N G S P L I C E B E T W E E N R I M B O A R D A N D T O P P L A T E , I F S H E A T H I N G B R E A K S P R O V I D E A 3 5 C L I P B E T W E E N E A C H J O I S T B . H A N D R A I L P E R A R C H 2 0 3 W O O D T R U S S A T W O O D S T U D W A L L W W _ R T 3 2 7 N O S C A L E N O T E : A . C O O R D I N A T E R O O F V E N T I L A T I O N B . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S 4 5 K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L - H E I G H T T R U S S B L O C K I N G W / A 3 5 C L I P B E T W E E N E A C H T R U S S 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 7 8 6 2 3 1 K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . W O O D B E A M , S E E P L A N 3 . W I D T H O F B L O C K I N G R E Q U I R E D P E R A R C H 4 . A T E A C H B E A M E N D , A T T A C H T O B L O C K I N G W / ( 4 ) S I M P S O N S D W S 2 2 8 0 0 D B S C R E W S 5 . P R O V I D E B L O C K I N G A S N E C E S S A R Y T O R E C E I V E S C R E W S F R O M B E A M . A T T A C H T O E X I S T I N G W A L L W / ( 4 ) S D W S 2 2 8 0 0 D B S C R E W S 6 . E X I S T I N G W O O D S T U D W A L L 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . 2 x B L O C K I N G W / ( 3 ) 1 6 d N A I L S B E T W E E N E A C H J O I S T 9 . F L O O R S H E A T H I N G , S E E P L A N 2 0 4 W O O D J O I S T A T W O O D B E A M N O S C A L E 1 4 7 9 2 8 3 5 6 K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . 2 x 4 x 8 ' - 0 " L O N G A T 6 ' - 0 " O . C . W / ( 2 ) 1 6 d N A I L S A T E A C H T R U S S 3 . B O U N D A R Y N A I L I N G , S E E P L A N 4 . R O O F S H E A T H I N G , S E E P L A N 5 . 2 x 6 B L O C K I N G A T 3 2 " O . C . , F I R S T T R U S S B A Y M I N I M U M 6 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 7 . ( 3 ) 1 6 d N A I L S A T 1 6 " O . C . 8 . 2 x 6 L A D D E R F R A M I N G A T 1 6 " O . C . 3 1 2 1 6 7 8 4 7 2 ' - 0 " M A X 3 3 5 2 0 5 W O O D T R U S S A T C O V E R E D E X T E R I O R S T O R A G E N O S C A L E N O T E : A . C O O R D I N A T E R O O F V E N T I L A T I O N B . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S K E Y N O T E S : 1 . W O O D T R U S S W / H A N G E R , S E E P L A N 2 . W O O D S T U D W A L L , S E E P L A N 3 . R O O F S H E A T H I N G , S E E P L A N 4 . 2 x B L O C K I N G W / ( 3 ) 1 6 d N A I L S B E T W E E N E A C H T R U S S 5 . B O U N D A R Y N A I L I N G , S E E P L A N 6 . C O N T 2 x 1 0 L E D G E R W / ( 4 ) S I M P S O N S D W S 2 2 6 0 0 D B S C R E W S A T 1 6 " O . C . 7 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 7 6 2 2 0 6 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E 3 1 4 5 K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . C O N T 1 1 4 " x 1 1 7 8 " L S L L E D G E R W / ( 4 ) S I M P S O N S D W S 2 2 6 0 0 D B S C R E W S A T 1 6 " O . C . 3 . R O O F S H E A T H I N G , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E X I S T I N G W O O D S T U D W A L L 6 . B O U N D A R Y N A I L I N G , S E E P L A N 1 3 4 6 5 2 2 0 7 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 10/19/20 14134 D VID B .P O R T E R L I C ENSED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 4 . 0 1 0 / 1 9 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 FRAMING DETAILS 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... .... UP DN 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES 02.01 02.04 02.04 02.0202.02 02.06 02.05 02.0502.0602.06 02.03 02.03 02.0302.03 02.01 02.0402.04 02.1102.1102.11 02.0202.02 02.06 02.06 02.04 02.1202.12 02.0702.07 02.07 02.13 02.1302.13 02.07 02.12 02.07 02.13 02.31 02.33 02.33 02.34 02.34 02.3502.3502.3502.35 02.01 02.0902.09 02.1102.11 02.01 02.0402.04 02.0402.0402.04 02.0902.09 02.12 02.12 02.12 02.12 02.32 02.32 02.11 02.07 02.07 02.31 02.34 02.34 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 1 A M DEMOLITION PLAN ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AD101 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 N 1/8" = 1'-0"1 Demolition Plan - Level 1 1/8" = 1'-0"2 Demolition Plan - Level 2 N NO. DESCRIPTION DATE KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical UP DN DN Mail Serv. 105 Surplus 101 S/R Office 107 Loading Dock 110A Break Room 108 Custodial 102 Restroom 103 Restroom 104 Dir. Office 106 Warehouse 110Shipping Workroom 109 1 108 105 107A 104103102101 6 5A A3 2 109B 109A 106 AE101 2 AE101 4 15 ' - 0 " 39' - 0"15' - 10"4' - 7" 20' - 0" 30 ' - 0 " 107B 1 AE301 03.02 03.0103.0103.0103.0103.01 03.0203.02 03.02 6 AE301 - --- B B B B 31 ' - 0 " 2' - 0 " 2' - 0 " 01.02 D D 09.20 09.20 09.19 09.19 09.1909.19 09.1909.1909.1909.19 09.1909.19 1' - 7 1 / 2 " 7' - 4 " 8' - 6" IT Closet 100 5' - 0"5' - 0"5' - 0" 10.04 4 7 100 10 10 03.02 5' - 0"1' - 0"7' - 6" 7' - 4 " 3' - 4 " 4' - 10" 10 ' - 0 " 1' - 5 1 3 / 1 6 " AE4011 AE4012AE4013 4" Break Room 108 Restroom 104 Restroom 103 Custodial 102 B B B B B BB B B B 3' - 0" 4 3 AE301 BB C 12.01 7 7 7 1' - 6" B 5' - 8" 5' - 5" B 11 11 2 3B 3A 99 S/R Office 107 Dir. Office 106 AE401 AE401 8 7 612 ' - 6 " 4' - 6 " 2' - 3 " 12' - 6" 2' - 6"4' - 6"10' - 6" 12.01 12.01 B B B B B C 5 106 A A 105 107B 10 AE101 3 09.19 09.1909.19 09.1909.19 09.1909.19 01.0201.02 4 AE301 10.0110.01 10.02 09.17 2 AE301 5 AE301 01.0201.02 10.01 10.01 10 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 2 A M CONSTRUCTION PLAN ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE101 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 N 1/8" = 1'-0"1 Plan - Level 1 3/8" = 1'-0"2 Enlarged Plan - Restrooms/Breakroom 1/4" = 1'-0"4 Enlarged Plan - Rooms 106 & 107 1/16" = 1'-0"5 Plan - Level 2 1/4" = 1'-0"3 Enlarged Plan - Level 2 Mezzanine Storage (Alternate 1) NO. DESCRIPTION DATE KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical AE102 2 Mail Serv. 105 S/R Office 107 Dir. Office 106 Break Room 108Restroom 104 Restroom 103 Custodial 102 Surplus 101 Warehouse 110 Loading Dock 110A 09.1409.14 09.1409.14 09.1409.14IT Closet 100 09.17 Mail Serv. 105 S/R Office 107 Dir. Office 106 Break Room 108 Restroom 104 Restroom 103 Shipping Workroom 109 Custodial 102 2 AE301 09.1509.15 09.0509.05 09.0509.05 09.0509.05 09.0509.05 09.0509.05 01.0201.0209.16 5 AE301 09.0509.05 09.0509.05 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 4 A M CONSTRUCTION CEILING PLAN ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE102 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 1/8" = 1'-0"1 Reflected Ceiling Plan - Level 1 1/4" = 1'-0"2 Enlarged RCP - Main Office Spaces N NO. DESCRIPTION DATE KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical LEVEL 1 0" Level 2 9' -0" Top of Framing -W 14' -6" Bottom of Footing -3' -0" 6" Slab on Grade 8" Concrete Foundation Wall Metal Siding (Both Sides) on 2x6 Wood Framing AE301 8 AE301 7 AE301 9 Base Bid B LEVEL 1 0" Level 2 9' -0" Top of Framing -E 16' -0" AE301 13 AE301 14 AE301 12 Add Alternate 1 5 AE301 E LEVEL 1 0" 8' - 0 " Back and Side Walls FRP-1 Gyp. Bd. on 2x4 Framing, Both Sides and Face. Tape, Texture and Paint P-1 Drinking fountain/ bottle filler. Scheduled base Bollard LEVEL 1 0" Level 2 9' -0" Top of Framing -E 16' -0" Stringer Cut from 2x12 Material 9' - 0 " 2x4 Kick Plate AE301 10 Treads Cut from 2x12 Material Risers Cut from 1x Material AE301 11 Pipe Rail, Ref: 15/AE301 LEVEL 1 0" Top of Framing -W 14' -6" 12 ' - 6 " 1' - 6 " Existing Gyp. Bd. Ceiling Exisiting Slab AE301 15 Level 2 9' -0" 5/8" Gyp. Bd. Ceiling Gyp. Bd. -See Wall Type Plywood, Re: Structural Rim Board Floor Joist, Re: Structural Level 2 9' -0" New Wall -See Plan 5/8" Gyp. Bd. Ceiling - See Schedules for Finish Plywood, Re: Structural Floor Joists, Re: Structural Gyp. Bd. -See Wall Type Plywood -See Wall Type Rim Board LEVEL 1 0" P.T. Sill Plate New Wall -See Plan Anchorage, Re: Structural Concrete Slab on Grade Level 2 9' -0" New Wall -See Details Roof Bearing, Re: Structural Roof Joist, Re: Structural Sheathing, Re: Structural Roof Underlayment 1/2" Weather Treated Plywood, Paint P-1 Aluminum Drip Edge Aluminum Wrapped Fascia Metal Roofing, Match Existing Foundation Wall Anchored Plate, Re: Sturctural Flashing at Base of Stud Wall (Both Sides) 5/8" Plywood (Both Sides), Re: Structural Metal Siding (Both Sides), Match Existing 2x6 Stud 16" O.C. 1 1/2" Pipe Rail Plywood, Ref: Structural Floor Joist, Ref: Structural GLB, Ref: Structural. Prime and paint to match wall finish 5/8" Gyp. Bd. Ceiling J Edge Trim Existing Overhead Door 4" 1' - 7 " 1' - 7 " 3' - 6 " 2 1 / 2 " M i n . 6 3 / 4 " 11" 1"Level 2 9' -0" LVL Beam, Re: Structural Extend Subflooring at Upper Level to Match Typical Nosing Hang Stringer on Beam at Top of Stair 1/2" Weather Treated Plywood, Finish P-1 Sheathing, Re: Structural LSL Ledger, Re: Structural Roof Joist, Re: Structural Existing Wall -See Plan Existing Metal Siding Headwall Trim Metal Roofing Roof Underlayment Metal Edge Trim Existing Metal Siding LEVEL 1 0" New Concrete, REF: Structural Overhead Door Track Beyond Existing Concrete Slab PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 7 A M CONSTRUCTION BUILDING SECTIONS ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE301 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 NO. DESCRIPTION DATE 1/4" = 1'-0"1 Section - Covered Exterior Storage 1/4" = 1'-0"2 Section - Shipping Workroom (Base Bid & Alternate 1) 3/4" = 1'-0"3 Section - Water Fountain Alcove 1/4" = 1'-0"4 Section - Mezzanine Stair (Alternate 1) 1/4" = 1'-0"6 Section - West Overhead Door 1" = 1'-0"12 Detail - Mezzanine Ledger Bearing 1" = 1'-0"13 Detail - Mezzanine Wall Bearing 1" = 1'-0"14 Detail - Wall to Slab Anchor 1" = 1'-0"8 Detail - Wall Bearing 1" = 1'-0"9 Detail - Wall to Foundation Anchor 1" = 1'-0"5 Section - Mezzanine at Overhead Door (Alternate 1) 1" = 1'-0"10 Detail - Mezzanine Stair Tread/Riser 1" = 1'-0"11 Detail - Mezzanine Stair Hanger 1" = 1'-0"7 Detail - Ledger Bearing 1" = 1'-0"15 Detail - West Overhead Door 2' - 1 0 " 1' - 6"1' - 3"2' - 0"1' - 11" 22.03 09 . 1 3 12.0112.0112.01 1' - 3"2' - 0"1' - 11" 12.0108.06 4 2' - 0 " 09.13 22.03 09.13 5' - 0" 1 1/2" 10.2210.22 1 8 5 9 26.1223.07 22.03 1' - 6"1' - 4 1/2"1' - 1"1' - 10 1/2"1' - 6" 09.13 08.06 5 9 8 1 26.12 23.07 2"2' - 9"1' - 6"2' - 4" 12.01 09.1309.13 12.0112.01 3' - 4 " 08.0608.06 08.06 08.07 1' - 6"10' - 11 1/2" 12.01 12.0112.01 12.01 09.13 12.01 09 . 1 3 09 . 1 3 09 . 1 3 08.06 12.0112.01 1' - 6"6' - 11 1/2"1' - 6" 3' - 4 " 12.01 12.01 12.01 3' - 1" 2' - 0 " 09.13 08.06 2 9 23.07 26.12 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 8 A M CONSTRUCTION ENLARGED PLANS & ELEVATIONS ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE401 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 3/4" = 1'-0"1 Interior Elevation - Room 108 West 3/4" = 1'-0"2 Interior Elevation - Room 104 West 3/4" = 1'-0"3 Interior Elevation - Room 103 East 3/4" = 1'-0"8 Interior Elevation - Room 107 East 3/4" = 1'-0"7 Interior Elevation - Room 107 South 3/4" = 1'-0"6 Interior Elevation - Room 107 West NO. DESCRIPTION DATE 3/4" = 1'-0"4 Interior Elevation - Room 103 West KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical PUSH SP O U T F. E . C . SIGNS ABOVE DOOR TO I L E T PA P E R DI S P E N S E R PA P E R TO W E L DI S P E N S E R SO A P DI S P E N S E R ADA PROTECTIVE PADS MIRROR TOILET PAPER DISPENSER TOILET FRONTSIDE FOR ADA ACCESSIBLE COMPARTMENTS DOOR DE F I B R I L L A T O R CA B I N E T DR I N K I N G FO U N T A I N 15 " - 4 8 " 48 " 90 " MI N . 9" 27 " M I N . 36 " M A X . 48 " 48 " SE A T H T . 17 " - 1 9 " 33 " - 3 6 " 18 " 39 " - 4 1 " 33 " - 3 6 " 39"-41" 15"-18"SE A T H T . 17 " - 1 9 " 44 1 / 2 " 48 " 41 " 34 " BA B Y CH A N G I N G ST A T I O N TYPICAL MOUNTING HEIGHTS FI R E EX T I N G U I S H E R 54" MIN 12" MAX 42" MIN 36" MIN 6" MAX 42" MIN W O R K S U R F A C E H T . 2 8 "- 3 4 " 7"- 9" 1 5 "- 4 8 " 7 ' - 3 " 7 ' - 0 " 3' - 6" 3' - 0" 7 ' - 3 " 7 ' - 0 " 7' - 6" 7' - 0" D1 D3 D4 7 ' - 3 " 7 ' - 0 " 3' - 4" 2' - 10" D2 3' - 0" 3' - 6" 7 ' - 3 " 7 ' - 0 " Flush Laminated Wood Flush Laminated Wood Hollow Metal Hollow Metal D5 Insulated Overhead VARIES V A R I E S TYPE B TYPE C TYPE D TYPE E FRAME TO DECK ABOVE 1/2" GYPSUM BOARD 2x4 WOOD FRAMING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ON BOTH SIDES OF 2x4 WOOD FRAMING. FINISH PER SCHEDULE. 1/2" GYPSUM BOARD OVER 7/16" PLYWOOD APPLIED TO EAST SIDE OF EXISTING FRAMING. FINISH PER SCHEDULE. 1/2" GYPSUM BOARD OVER 7/16" PLYWOOD APPLIED TO INTERIOR SIDE OF FRAMING. FINISH PER SCHEDULE. 1/2" GYPSUM BOARD ON BOTH SIDES, WITH 7/16" PLYWOOD ON ONE SIDE, OF 2x4 WOOD FRAMING. FINISH PER SCHEDULE. 1/2" GYPSUM BOARD 7/16" PLYWOOD, RE: STRUCTURAL EXTERIORINTERIOR CONTINUOUS, FULL HEIGHT 2x6 WOOD FRAMING, RE: STRUCTURAL EXISTING GYPSUM BOARD TO REMAIN 1/2" GYPSUM BOARD EXISTING EXTERIOR FINISH TO REMAIN 7/16" PLYWOOD, RE: STRUCTURAL EXISTING FRAMING TO REMAIN 1/2" GYPSUM BOARD 7/16" PLYWOOD, RE: STRUCTURAL 2x4 WOOD FRAMING 1/2" GYPSUM BOARD PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 8 : 5 9 A M CONSTRUCTION SCHEDULES ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE601 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 ROOM SCHEDULE NUMBER NAME AREA PERIMETER CEILING HEIGHT FINISHES NOTESCEILING WALL BASE FLOOR 100 IT Closet 62 SF 31' - 8" 14' - 6" P-1 P-1 B-1 FS-1 101 Surplus 1173 SF 144' - 10 5/8" 14' - 6" P-1 P-1 B-1 FS-1 Base at new walls 102 Custodial 40 SF 25' - 6" 9' - 0" ACT-1 P-1 B-1 VF-1 103 Restroom 37 SF 24' - 8" 9' - 0" P-1 FRB-1 B-1 VF-1 104 Restroom 55 SF 29' - 8" 9' - 0" P-1 FRB-1 B-1 VF-1 105 Mail Serv. 460 SF 91' - 8 1/2" 9' - 0" ACT-1 P-1 CB-1 C-1 106 Dir. Office 127 SF 45' - 3" 9' - 0" ACT-1 P-1 CB-1 C-1 107 S/R Office 394 SF 98' - 3 1/16" 9' - 0" ACT-1 P-1 CB-1 C-1 108 Break Room 137 SF 47' - 5 9/16" 9' - 0" ACT-1 P-1 B-1 VF-1 109 Shipping Workroom 600 SF 100' - 0" 16' - 0" P-1 P-1 B FS-1 Base at new walls 110 Warehouse 3374 SF 261' - 2 7/16" 16' - 0" P-1 P-1 B FS-1 Base at new walls 110A Loading Dock 1257 SF 212' - 11 5/32" 14' - 6" P-1 P-1 B FS-1 Base at new walls ACCESSORY SCHEDULE MARK PRODUCT MANUFACTURER MODEL NOTES COUNT 1 24" x 36" Mirror 2 2 Baby Changing Station 1 3A Grab Bar - 36"All grab bar configurations are specified using centerline to centeline dimensions. 1 3B Grab Bar - 42"All grab bar configurations are specified using centerline to centeline dimensions. 1 4 Microwave - - Owner provided and installed.1 5 Paper Towel Dispenser - - Owner provided and installed.2 6 Portable Truck Dock - - Owner provided and installed.1 7 Security Bollard Calpipe Security Bollards IBB06040 4 8 Soap Dispenser - - Owner provided and installed.2 9 Toilet Tissue Dispenser - - Owner provided and installed.2 10 Fire Extinguisher Cabinet Alta 7062-A 4 11 Defibrelator Cabinet Zoll 8000-0855 1 NO. DESCRIPTION DATE DOOR SCHEDULE DOOR DOOR TYPE DOOR FRAME FIRE RATING HARDWARE TYPE NOTES DOOR NO. SIZE FRAME TYPE DETAILS WIDTH HEIGHT THICKNESS HEAD JAMB THRESHOLD New Construction 1 D5 10' - 0" 14' - 0"0 OVERHEAD DOOR 2 D3 3' - 0" 6' - 8" 1 3/8"0 3 D5 10' - 0" 14' - 0"0 OVERHEAD DOOR 4 D3 3' - 0" 7' - 0" 1 3/4"0 5 D3 3' - 0" 6' - 8" 1 3/8"0 6 D3 3' - 0" 6' - 8" 1 3/8"0 7 D3 3' - 0" 6' - 8" 1 3/8"0 100 D1 3' - 0" 6' - 8" 1 3/8" Metal 0 101 D1 3' - 0" 6' - 8" 1 3/8"0 102 D1 3' - 0" 6' - 8" 1 3/8"0 103 D2 2' - 10" 7' - 0" 2"0 104 D1 3' - 0" 6' - 8" 1 3/8"0 105 D1 3' - 0" 6' - 8" 1 3/8"0 106 D1 3' - 0" 6' - 8" 1 3/8"0 107A D1 3' - 0" 6' - 8" 1 3/8"0 107B D1 3' - 0" 6' - 8" 1 3/8"0 108 D1 3' - 0" 6' - 8" 1 3/8"0 109A D1 3' - 0" 6' - 8" 1 3/8"0 109B D4 6' - 0" 7' - 0" 1 3/4"0 DOUBLE DOORS Existing 3 2' - 8" 7' - 0" 2"ETR 7 14' - 2" 15' - 0"ETR 8 14' - 2" 15' - 0"ETR 1/4" = 1'-0" DOOR TYPES WINDOW SCHEDULE MARK COUNT SILL HT. HEAD HT. Width DETAILS NOTESHEAD JAMB SILL New Construction A 2 3' - 0" 7' - 0" 3' - 0" NON-OPERABLE Existing B 1 3' - 0" 7' - 0" 6' - 0"ETR FB-1 Flexible Base Burke Mercer Vinyl Architect Selected CB-1 Carpet Base Interface Owner Provided and Installed Wall Base FS-1 Floor Sealer Per Specifications VCT-1 Vinyl Composition Tile Armstrong Standard Excelon 12x12 Architect Selected C-1 Interface Owner Provided and Installed Floor FRB-1 Fiber Reinforced Pannel White P-4 Paint Sherwin Williams Pro Industrial DTM Acrylic Architect Selected P-3 Paint Sherwin Williams Pro Industrial DTM Acrylic Architect Selected P-2 Paint Sherwin Williams Cashmere Interior Acrylic Latex 7069 Iron Ore P-1 Paint Sherwin Williams Cashmere Interior Acrylic Latex 8917 Shell White Wall ACT-1 Acoustical Tile USG Radar 2x2 Square Edge White Ceiling MARK DESCRIPTION MANUFACTURER PRODUCT COLOR FINISH SCHEDULE 3/4" = 1'-0" WALL TYPES PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DAT E 11 / 1 3 / 2 0 2 0 1 0 : 0 9 : 0 0 A M CONSTRUCTION SCHEDULES ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE602 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 FURNISHING SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION EX I S T I N G RE U S E NE W TO T A L ROOM # NO. DESCRIPTION DATE E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S D E M O L I T I O N M E C H A N I C A L P L A N M 1 0 1 S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H 1 E X I S T I N G W A L L A C U N I T T O B E R E M O V E D A N D D I S P O S E D O F . S E E A R C H I T E C T P L A N S F O R P A T C I N G D E T A I L S . E X I S T I N G U N I T H E A T E R A L O N G W I T H D U C T A N D F L U E T E R M I N A T I O N T O B E R E M O V E D A N D D I S P O S E D O F . P A T C H R O O F A S R E Q U I R E D . E X I S T I N G M A K E U P A I R D U C T W O R K A L O N G W I T H R O O F / W A L L T E R M I N A T I O N O R L O U V E R T O B E R E M O V E D A N D D I S P O S E D O F . P A T C H R O O F / W A L L A S R E Q U I R E D . E X I S T I N G W A L L E X H A U S T F A N T O B E R E M O V E D A N D D I S P O S E D O F . E X I S T I N G D U S T F I L T E R U N I T T O B E R E M O V E D A N D D I S P O S E D O F . E X I S T I N G E X H A U S T F A N W I T H D U C T W O R K T O B E R E M O V E D A N D D I S P O S E D O F . R E M O V E C O N N E C T E D L O U V E R O R R O O F C A P A N D P A T C H P E N E T R A T I O N A S R E Q U I R E D . S E E S T R U C T U R A L P L A N S F O R D E T A I L S . E X I S T I N G W A L L F U R N A C E T O B E R E M O V E D A N D D I S P O S E D O F . R E M O V E A N D D I S P O S E O F E X I S T I N G T H E R M O S T A T A L O N G W I T H A C C E S S I B L E L O W V O L T A G E W I R I N G . E X I S T I N G E V A P C O O L E R T O B E R E M O V E D A N D R E P L A C E D . P A T C H P E N E T R A T I O N A S R E Q U I R E D . S E E S T R U C T U R A L P L A N S F O R D E T A I L S . R E M O V E E X I S T I N G G R I L L E . R E M O V E E X I S T I N G D U C T . 2 3 4 5 6 7 U P D N 1 1 1 T T 6 4 5 6 7T6 6 6 3 3 1 1 3 1 1 2 2 2 3 6 6 C - D - A - F - E - B - T H E C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N N E C T I O N S O N T H E J O B S I T E . A L L W O R K S H A L L B E E X E C U T E D F R O M M E A S U R E M E N T S T A K E N A T T H E S I T E . 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 T O I N S U R E P R O P E R C O D E C L E A R A N C E S F O R E L E C T R I C A L A N D M E C H A N I C A L A C C E S S W H E N I N S T A L L I N G A N Y E Q U I P M E N T S U P P L I E D B Y T H E M E C H A N I C A L C O N T R A C T O R . I T I S C R I T I C A L T H A T T H I S C O N T R A C T O R C O O R D I N A T E E Q U I P M E N T L O C A T I O N S W I T H P I P I N G , D U C T W O R K , E L E C T R I C A L C O N D U I T A N D B U I L D I N G S T R U C T U R E T O I N S U R E C O D E C O M P L I A N C E . C E I L I N G D I F F U S E R S A R E S H O W N I N A P P R O X I M A T E L O C A T I O N S . R E F E R T O L I G H T I N G P L A N S A N D R E F L E C T E D C E I L I N G P L A N F O R E X A C T L O C A T I O N S . D U C T D I M E N S I O N S C A L L E D O U T O N D R A W I N G S A R E I N S I D E F R E E A R E A D I M E N S I O N S . A C O U S T I C A L D U C T L I N E R A R E T O B E A D D E D T O O V E R A L L M E A S U R E M E N T S . A L L D U C T W O R K A N D P I P I N G W H I C H P A S S E S T H R U F I R E R A T E D W A L L S T O B E F I R E S T O P P E D W I T H A P P R O V E D F O A M O R S E A L A N T . R E F E R T O S P E C I F I C A T I O N S F O R A P P R O V E D M A N U F A C T U R E S . 8 8 88 6 6 9 9 9 1 0 10 T 8 T 1 1 E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S 1 R A I S E S P I R A L D U C T I N T H I S L O C A T I O N A S S H O W N . R U N A S H I G H A S P O S S I B L E . R E T U R N G R I L L E T 0 H A V E M I N T W O 9 0 ° T U R N S F R O M R T U F O R S O U N D I S O L A T I O N . T O A B O V E . T O B E L O W . D R O P D U C T T O J O I S T S P A C E F O R A L T E R N A T E B I D . R U N T O L O C A T I O N A S S H O W N . R U N D U C T A S H I G H A S P O S S I B L E . A L L E X P O S E D D U C T T O C O M E P R E - P R I M E D A N D R E A D Y F O R F I E L D P A I N T I N G . R U N D U C T A S C L O S E T O W A L L A S P O S S I B L E . A P P R O X I M A T E L O C A T I O N O F I - B E A M . S E E S T R U C T U R A L F O R E X A C T L O C A T I O N . R U N D U C T E X P O S E D A S C L O S E T O R O O F A S P O S S I B L E . 2 3 4 S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H M E C H A N I C A L P L A N M 1 0 2 S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H E L E C T R O N I C T H E R M O S T A T E Q U I P M E N T S Y M B O L F C 1 T I N S U L A T E D F L E X I B L E D U C T C E I L I N G D I F F U S E R R O U N D B R A N C H D U C T W I T H H A N D D A M P E R H A N D D A M P E R H D D E S C R I P T I O N S Y M B O L R O O F M O U N T E D U P B L A S T E X H A U S T G R I L L E R E T U R N A I R O R E X H A U S T F A N 26x26 RA30x26 SA 28"Ø SA1 T S 26x24 RA C D - 2 5 8 0 C D - 1 1 5 5 C D - 1 1 5 5 C D - 2 4 2 0 CD-3 S T 26x24 SA M a i l S e r v . 1 0 5 S u r p l u s 1 0 1 S / R O f f i c e 1 0 7 L o a d i n g D o c k 1 1 0 A B r e a k R o o m 1 0 8 C u s t o d i a l 1 0 2 R e s t r o o m 1 0 3 R e s t r o o m 1 0 4 D i r . O f f i c e 1 0 6 W a r e h o u s e 1 1 0 S h i p p i n g W o r k r o o m 1 0 9 RG-4 R G - 3 R G - 2 R G - 1 26"Ø SA 228"Ø SA H D H D 1 2 " Ø S A 8 " Ø R A 8 " Ø R A 1 2 " Ø S A 8 " Ø S A 8 " Ø S A B A S E B I D : O P E N A L T B I D : H A R D C E I L I N G SEE ALT BID PLANS THIS SHEET 26"Ø SA 630 SR-1 6 5 0 S R - 1 6 5 0 S R - 1 6 5 0 S R - 1 6 5 0 S R - 1 6 5 0 S R - 1 6 5 0 S R - 1 6 5 0 S R - 1 2 8 " Ø S A 2 8 " Ø S A 28"Ø SA 3 3 R G - 1 26"Ø RA 16"Ø RA UPSR-1490 S R - 1 5 0 0 SCALE: 1/8" = 1'-0"NORTHSCALE: 1/8" = 1'-0"NORTH SEE ALT BID PLANS THIS SHEET 5 0 0 S R - 1 4 0 0 S R - 1 444 CD-340012x32 RA DOWN 410"Ø SAHD410"Ø SA S R - 1 5 0 0 SR-1400RG-6 5 55 6 666 TS 1 2 x 1 2 R A D O W N 1 E F 1 E F 1 E F 1 0 " Ø E A 6 " Ø E A 6 " Ø E A R C - 1 1 E F 1 E F 1 E F R G - 6 7 777 7 7 7 RG-6 RG-526"Ø RA S B A S E B I D : O P E N A L T B I D : H A R D C E I L I N G BASE BID: OPENALT BID: HARDCEILINGBASE BID: OPENALT BID: HARDCEILING RT1RT211 6 " Ø E A 1 E F 1 E F ShippingWorkroom109400 8 8 8 9 99 2 6 " Ø S A 2 6 " Ø R A 12x16 SA 26"Ø SA 1 0 10 2 EFRC-26"Ø EA TCOOLING E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S M E C H A N I C A L D E T A I L S A N D S C H E D U L E S M 1 0 3 NO SCALE WIDTH OF REGISTER CLDOUBLE DEFLECTION CORE WITHADJUSTABLE BLADESSPIRAL WOUNDDUCTWORK.SECURE SUPPLY REGISTER TOROUND DUCTWORK WITH SHEETMETAL SCREWSSPIRAL DUCT REGISTERSIMILAR TO PRICE SDGEAIR SCOOPBALANCINGDAMPERBALANCING ROD R G - 1 C F M C D - 2 R E M A R K S F I R E D A M P E R F I N I S H C O N S T R . D A M P E R B A L A N C I N G C F M R A N G E S I Z E T H R O W P A T T E R N T Y P E S Y M . C E I L I N G N A N A N A S T E E L 1 0 0 - 3 0 0 1 0 x 1 0 C E I L I N G C D - 1 C F M R G - 3 C E I L I N G S T E E L N O N A 9 x 9 1 1 0 - 2 8 0 P R I C E M O D E L S M D I N 2 4 x 2 4 L A Y - I N M O D U L E P R I C E M O D E L 5 3 5 R G - 2 C E I L I N G N A N A N A S T E E L 3 0 0 - 4 5 0 1 2 x 1 2 I N 2 4 x 2 4 L A Y - I N M O D U L E P R I C E M O D E L 5 3 5 S I D E W A L L N A N A N A S T E E L 5 0 0 0 4 0 x 2 4 P R I C E M O D E L 9 1 L R G - 4 C E I L I N G S T E E L N O N A 1 2 x 1 2 4 2 0 - 5 8 0 P R I C E M O D E L S M D N A N A N A S T E E L 4 5 0 - 7 0 0 1 6 x 1 6 P R I C E M O D E L 5 3 5 W H I T E W H I T E W H I T E W H I T E W H I T E W H I T E I N 2 4 x 2 4 L A Y - I N M O D U L E S T E E L Y E S N A I N D U C T 1 6 x 1 0 P R I C E M O D E L S D G E W I T H B A L A N C I N G D A M P E R 4 0 0 - 6 5 0 C F M S R - 1 N A B L A C K R C - 1 R O O F C A P N A N A N A A L U M . 4 0 0 1 0 " Ø A L U M . I N T A K E T W I N C I T Y M O D E L 4 3 7 W / I N S E C T S C R E E N & B A C K D R A F T D A M P E R I N 2 4 x 2 4 L A Y - I N M O D U L E C E I L I N G C D - 3 C F M S T E E L N O N A 9 x 9 2 5 0 P R I C E M O D E L S M D W H I T E I N B E V E L E D F R A M E I N 2 4 x 2 4 L A Y - I N M O D U L E R G - 5 C E I L I N G N A N A N A S T E E L 1 0 0 0 1 2 x 3 2 P R I C E M O D E L 5 3 5 W H I T E C E I L I N G C D - 4 C F M S T E E L N O N A 9 x 9 2 5 0 P R I C E M O D E L S M D W H I T E I N B E V E L E D F R A M E S T E E L N A N A 3 6 x 1 2 P R I C E M O D E L S D G R 1 0 0 0 - 1 1 0 0 R G - 6 N A B L A C K R E M A R K S R . P . M . W A T T S C H A R . C O N T R O L C . F . M . T Y P E S . P . E . S Y M . C E I L I N G M O U N T E D 1 E F 1 0 0 T W I N C I T Y M O D E L T 1 0 0 W I T H B A C K D R A F T D A M P E R 6 " Ø E X H A U S T . 2 5 8 7 1 2 0 / 6 0 / 1 6 4 0 S E E E L E C . R E M A R K S L A T M B H C O O L I N G E A T L A T E A T C O N N G A S B T U I N G A S H E A T I N G ( 1 S T A G E ) B T U O U T W E I G H T M C A C H A R H . P . B L O W E R S P E S Y M . C F M R E Q U I R E D O U T S I D E A I R S U P P L Y D U C T S I Z E R E T U R N L E N N O X K G H 1 5 6 H 4 M . E E R 1 2 . S I D E W A R D D I S C H A R G E . W I T H E C O N O M I Z E R , S M O K E D E T E C T O R A N D I N T E G R A L D I S C O N N E C T & C O N V E N I E N C E O U T L E T . 5 , 0 0 0 5 8 ° F 1 5 2 9 5 ° F 9 8 ° F 6 5 ° F 3 / 4 " 3 1 . 5 " 7 5 0 R T 1 1 , 9 3 5 L B 2 6 0 , 0 0 0 1 8 0 , 0 0 0 2 0 8 / 6 0 / 3 3 0 x 2 6 " 2 6 x 2 6 " 6 5 L E N N O X K G H 1 5 0 H 4 M . E E R 1 1 . S I D E W A R D D I S C H A R G E . W I T H E C O N O M I Z E R , S M O K E D E T E C T O R A N D I N T E G R A L D I S C O N N E C T & C O N V E N I E N C E O U T L E T . 4 , 1 0 0 5 8 ° F 1 4 0 9 5 ° F 9 8 ° F 6 5 ° F 3 / 4 " 3 1 . 5 " 6 2 0 R T 2 1 , 2 1 3 L B 1 8 0 , 0 0 0 1 2 0 , 0 0 0 2 0 8 / 6 0 / 3 2 6 x 2 0 " 2 6 x 2 0 " 5 7 M C O P 8 0 6 0 NO SCALE 1" ACOUSTICAL DUCT LINER ON INTERIOR OF DUCT.24" MAX TO FIRST SUPPORTRIGID SPIN- IN FITTING E X T E R N A L D U C T I N S U L A T I O N O N A L L R O U N D R I G I D D U C T - W O R K A N D F I T T I N G S . D U C T S U P P O R T 2 4 " M A X T O F I R S T S U P P O R T R O U N D F L E X I B L E S U P P L Y D U C T T O C E I L I N G D I F F U S E R 8 ' - 0 " M A X . L E N G T H G L U E F L E X D U C T T O A D A P T E R & C L A M P D O W N W I T H S T R A P . R O U N D T O S Q U A R E T R A N S I T I O N L A Y - I N C E I L I N G U L F I R E R A T E D C L G . R A D I A T I O N F I R E D A M P E R W H E R E S P E C . L A Y - I N D I F F U S E R C E I L I N G D I F F U S E R A S S ' Y & V O L U M E D A M P E R R E M O V A B L E F O R A C C E S S T O F U S I B L E L I N K O P P O S E D B L A D E D A M P E R W H E R E S P E C I F I E D A T T A C H T O R I G I D D U C T W I T H D R A W B A N D G L U E F L E X D U C T T O F I T T I N G , C L A M P D O W N W I T H S T R A P A N D S C R E W S O L I D T O R I G I D F I T T I N G HANDLEROUND RIGID DUCT.MATERIALS ACC E P T A B L E F O R 1 H R . R A T I N G A R E : 1 - 1 / 2 " 3 L B . D E N S I T Y M I N E R A L W O O L B A T T E N S . ALL FIRE DAMPERS SHALL BE U.L. LABELED AND LISTED.RECTANGULAR SUPPLY DUCT WING NUT HAND DAMPERDUCT SUPPORTNO SCALE DAMPER BACK-DRAFT CEILING GRILLECEILING EXHAUST FAN FAN ASSEMBLYCABINETINSULATED ROOF SEAL WATERTIGHTROOF CAP WITHBACK-DRAFT DAMPER(SLOPED ROOF TYPE)10"Ø EXHAUST PLENUM6"Ø EA6"Ø EA FAN ASSEMBLYCABINETINSULATED EXHAUST FAN DAMPER BACK-DRAFT I N D U C T H E A V Y D U T Y G R I L L E C F M C D - 5 C E I L I N G S T E E L N O N A 1 2 x 1 2 4 2 0 - 5 8 0 P R I C E M O D E L S M D W H I T E R C - 2 N A N A N A A L U M 1 0 0 - 2 0 0 6 " Ø - 8 " Ø C A P R O O F A L U M T W I N C I T Y M O D E L 6 3 4 P W / I N S E C T S C R E E N & B A C K D R A F T D A M P E R C E I L I N G M O U N T E D 2 E F 1 0 0 T W I N C I T Y M O D E L T 1 0 0 W I T H B A C K D R A F T D A M P E R 6 " Ø E X H A U S T . 2 5 8 7 1 2 0 / 6 0 / 1 6 4 0 C O O L I N G T H E R M O S T A T E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S C - D - A - F - E - B - U P D N D E M O L I T I O N P L U M B I N G P L A N P 1 0 1 S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H C O S Y M B O L C L E A N O U T V E N T L I N E P I P I N G C O N D E N S A T E D R A I N P I P I N G H O T W A T E R R E C I R C . P I P I N G R O O F D R A I N P I P I N G B A L L T Y P E I S O L A T I O N V A L V E P I P E R I S E P I P E D R O P V T R C O T G V E N T V W C O C L E A N O U T T O G R A D E W A L L C L E A N O U T V E N T T H R U R O O F D E S C R I P T I O N G A S P I P I N G G S O I L O R W A S T E P I P I N G D O M E S T I C C O L D W A T E R P I P I N G D O M E S T I C H O T W A T E R P I P I N G C D R D L R O O F O V E R F L O W D R A I N P I P I N G R D O 1 E X I S T I N G F I X T U R E S T O B E R E M O V E D A N D D I S P O S E D O F . W A S T E , W A T E R A N D V E N T T O B E R E M O V E D A N D D I S P O S E D O F . M A I N T A I N E X I S T I N G V T R S A N D C A P F O R C O N S T R U C T I O N . F I E L D V E R I F Y E X I S T I N G R O U T E S A N D S I Z E S . E X I S T I N G T R E N C H D R A I N T O B E R E M O V E D A N D D I S P O S E D O F . C A P A C C E S S I B L E W A S T E B E L O W S L A B . T R E N C H T O B E F I L L E D I N B Y G E N E R A L C O N T R A C T O R S . S E E A R C H I T E C T P L A N S . L A R G E E X I S T I N G G A S M E T E R T O R E M A I N . V E R I F Y W I T H I N T E R M O U N T A I N G A S T H A T M E T E R W I L L H A N D L E N E W G A S L O A S D S P E R N O T E 1 / P 1 0 2 . E X I S T I N G G A S M E T E R C O V E R T O B E R E M O V E D A N D D I S P O S E D O F B Y G E N E R A L C O N T R A C T O R . S E E A R C H I T E C T P L A N S . E X I S T I N G G A S M E T E R T O B E D I S C O N N E C T E D A N D R E M O V E D B Y G A S C O M P A N Y . A L L E X I S T I N G A C C E S S I B L E A I R , G A S , W A S T E C W & H W L I N E S T O R E M O V E D A N D D I S P O S E D O F . F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S . E X I S T I N G E L E C T R I C W A T E R H E A T E R S ( 3 ) T O B E R E M O V E D . Q T Y ( 1 ) 5 0 G A L L O N U N I T T O B E R E L O C A T E D . K E E P N E W E S T U N I T . S E E S H E E T P 1 0 2 F O R N E W L O C A T I O N . E X I S T I N G F R O S T F R E E H O S E B I B B T O B E R E M O V E D A N D D I S P O S E D O F . C A P W A T E R L I N E B E L O W S L A B A S R E Q U I R E D . E X I S T I N G 3 / 4 " M A I N W A T E R L I N E I N T O B U I L D I N G . E X I S T I N G H O S E B I B B T O R E M A I N . P R O T E C T D U R I N G C O N S T R U C T I O N . F I E L D V E R I F Y E X I S T I N G W A T E R L I N E I N T O B U I L D I N G . R E M O V E A N D D I S C O N N E C T G A S L I N E F R O M E X I S T I N G U N I T . E X I S T I N G C O N C R E T E H O L E T O B E F I L L E D I N B Y G E N E R A L C O N T R A C T O R S . S E E A R C I T E C T P L A N S . 2 3 4 5 8 9 T H E C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N N E C T I O N S O N T H E J O B S I T E . A L L W O R K S H A L L B E E X E C U T E D F R O M M E A S U R E M E N T S T A K E N A T T H E S I T E . 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 T O I N S U R E P R O P E R C O D E C L E A R A N C E S F O R E L E C T R I C A L A N D M E C H A N I C A L A C C E S S W H E N I N S T A L L I N G A N Y E Q U I P M E N T S U P P L I E D B Y T H E M E C H A N I C A L C O N T R A C T O R . I T I S C R I T I C A L T H A T T H I S C O N T R A C T O R C O O R D I N A T E E Q U I P M E N T L O C A T I O N S W I T H P I P I N G , D U C T W O R K , E L E C T R I C A L C O N D U I T A N D B U I L D I N G S T R U C T U R E T O I N S U R E C O D E C O M P L I A N C E . C E I L I N G D I F F U S E R S A R E S H O W N I N A P P R O X I M A T E L O C A T I O N S . R E F E R T O L I G H T I N G P L A N S A N D R E F L E C T E D C E I L I N G P L A N F O R E X A C T L O C A T I O N S . D U C T D I M E N S I O N S C A L L E D O U T O N D R A W I N G S A R E I N S I D E F R E E A R E A D I M E N S I O N S . A C O U S T I C A L D U C T L I N E R A R E T O B E A D D E D T O O V E R A L L M E A S U R E M E N T S . A L L D U C T W O R K A N D P I P I N G W H I C H P A S S E S T H R U F I R E R A T E D W A L L S T O B E F I R E S T O P P E D W I T H A P P R O V E D F O A M O R S E A L A N T . R E F E R T O S P E C I F I C A T I O N S F O R A P P R O V E D M A N U F A C T U R E S . 1 1 1 1 1 1 2 3 2 4 5 6 6 7 7 7 7 77 7 7 7 7 7 77 3 8 7 9 1 0 1 0 8 1 1 11 1 2 1 2 1 2 112 1 2 1 3 1 3 1 3 1 3 1 3 1 1 E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S P L U M B I N G P L A N P 1 0 2 S C A L E : 1 / 8 " = 1 ' - 0 " N O R T H 1 C O O R D I N A T E W I T H L O C A L G A S C O M P A N Y F O R E X I S T I N G G A S M E T E R T O A C C O M M O D A T E 4 4 0 , 0 0 0 B T U D E L I V E R Y A T 2 P S I . R U N N E W G A S L I N E U N D E R R O O F O V E R H A N G A N D A S H I G H A S P O S S I B L E . K E E P C L E A R O F G A R A G E O P E N I N G . T O N E A R E S T V T R . I N C R E A S E V T R T O 4 " A S R E Q U I R E D . R E M O V E A N D P A T C H A L L V T R S N O T I N U S E . S A W C U T F L O O R A S R E Q U I R E D T O N E A R E S T 4 " W A S T E L I N E . F I E L D V E R I F Y N E A R E S T E X I S T I N G A N D E L E V A T I O N . P A T C H A F T E R C O N S T R U C T I O N . N E W P R E S S U R E R E D U C I N G S T A T I O N . S E E S H E E T P 1 0 3 F O R D E T A I L S . R E L O C A T E E X I S T I N G W A T E R H E A T E R T O L O C A T I O N A S S H O W N O N P L A N S . S E E I N D I R E C T D E T A I L F O R T & P L I N E O N S H E E T P 1 0 3 . 2 3 4 5 6 C O S Y M B O L C L E A N O U T V E N T L I N E P I P I N G C O N D E N S A T E D R A I N P I P I N G H O T W A T E R R E C I R C . P I P I N G R O O F D R A I N P I P I N G B A L L T Y P E I S O L A T I O N V A L V E P I P E R I S E P I P E D R O P V T R C O T G V E N T V W C O C L E A N O U T T O G R A D E W A L L C L E A N O U T V E N T T H R U R O O F D E S C R I P T I O N G A S P I P I N G G S O I L O R W A S T E P I P I N G D O M E S T I C C O L D W A T E R P I P I N G D O M E S T I C H O T W A T E R P I P I N G C D R D L R O O F O V E R F L O W D R A I N P I P I N G R D O P R V RT1RT2 GGG G G G G G G G G G G G G 1 3 / 4 " 3/ 4 " 2 2 G G G 2 3 S C A L E : 1 / 4 " = 1 ' - 0 " N O R T H S E E E N L A R G E D W A T E R P L A N T H I S S H E E T 4 5 6 3 / 4 " 3 / 4 " 3 / 4 " 3 / 4 " 1 / 2 " 3 / 4 " 3 / 4 " F D - 1 2 " 3 / 4 " 3 / 4 " 4 " 4 " 2 " 2 " 2 " 2 " L - 1 L - 1 W C - 1 W C - 1 D F - 1 J S - 1 2 " 3/4" M a i l S e r v . 1 0 5 S u r p l u s 1 0 1 S / R O f f i c e 1 0 7 L o a d i n g D o c k 1 1 0 A B r e a k R o o m 1 0 8 Cust o d i a l 10 2 R e s t r o o m 1 0 3 R e s t r o o m 1 0 4 D i r . O f f i c e 1 0 6 W a r e h o u s e 1 1 0 S h i p p i n g W o r k r o o m 1 0 9 R I S E T O R O O F W H - 1 1 / 2 " 1 / 2 " S - 1 3 " E n g i n e e r e d S y s t e m s A s s o c i a t e s P R O J E C T N A M E : S H E E T N A M E : S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E A S B A n n e x R e m o d e l C I V I L D y e r G r o u p , L L C 3 4 3 E . 4 t h N . , 1 0 8 R e x b u r g , I D 8 3 4 4 0 M E C H A N I C A L E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 3 5 5 E . C e n t e r P o c a t e l l o , I D 8 3 2 0 4 S T R U C T U R A L F R O S T S t r u c t u r a l E n g i n e e r i n g 1 0 2 0 L i n c o l n R d . I d a h o F a l l s , I D 8 3 4 0 1 T a n n e r D a v i s t d @ e n g s y s t e m s . c o m 2 0 8 - 2 3 3 - 0 5 0 1 © 2 0 2 0 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 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 , I n c . 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 1 0 5 6 9 N O . D E S C R I P T I O N D A T E D W A Y N E S U D W E E K S P L U M B I N G D E T A I L S A N D S C H E D U L E S P 1 0 3 NO SCALE POLYMER, COPPER,BRONZE OR BRASS FITTINGPEX PIPINGAS SHOWNON PLANS REINFORCED RING THIS TYPE (COLD EXPANSION) OF FITTING REQUIRES THAT THE PEX PIPING, WITH REINFORCINGPEX RING PLACED OVER THE END OF THE END OF THE PIPE, IS EXPANDED BEFORE THE FITTINGIS INSERTED INTO THE PIPE END. THE EXPANDED PIPE END IS ALLOWED TO RETRACT ONTOTHE FITTING TO FORM THE SEAL. THE MEMORY OF THE PIPE ALLOWS IT TO TIGHTEN OVER THEFITTING. AN EXPANDER TOOL IS REQUIRED TO EXPAND THE PIPE AND THE PEX RINGTOGETHER.NOTE:STAINLESS STEEL CAMPBANDS ARE ALSO PERMITTEDFOR REINFORCING RING.ALL JOINTS (TEES. ELBOWS, COUPLINGS, ETC.) ARE JOINTED SIMILARLY.12"6"HEATSOURCE PEX PIPINGMIN. CLEARANCES KEEP TUBING AMINIMUM OF 12"VERTICALLY OR 6"HORIZONTALLY FR O M SOURCES OF HIGHHEAT SUCH AS LIG H T FIXTURES, FLUES O R HEATING EQUIPME N T . NO SCALE N O T E : U S E O N L Y C O N T I N U O U S L E N G T H T U B I N G ( N O F I T T I N G S ) W H E N I N S T A L L I N G P E X U N D E R O R W I T H I N A S L A B . P R O T E C T P E X T U B I N G W I T H N O N M E T A L L I C S L E E V E S W H E R E I T P E N E T R A T E S A S L A B O R F O U N D A T I O N W A L L . D O N O T C R U S H O R K I N K T U B I N G D O N O T E D R A G T U B I N G O V E R R O U G H T E R R A I N , R O C K S , O R A N Y S U R F A C E T H A T C A N C U T , P U N C T U R E O R D A M A G E T U B I N G W A L L . 3/8"4"1/2"5"3/4"7"1"9"TUBINGSIZEMIN. RADIUSBENDINGTUBING AND FITTINGS SHALL BE STOREDUNDERCOVER FOR CLEANLINESS AND TO A V O I D EXPOSURE TO SUNLIGHT. CONSULTMANUFACTURER FOR RECOMMENDED LIMI T S T O OUTSIDE STORAGE.NO SCALE NAIL PLATE WALL STUD (WOODOR METAL SIMILAR)PEX PIPINGWALL INSTALLATIONDO NOT USE IN ANY APPLICATION WHERE TUBING WILL BE EXPOSED TO DIRECT SUNLIGHT.PIPE SUPPORTS PIPE SUPPORTS:PLASTIC HANGERS AND STRAPS ARERECOMMENDED, BUT METAL SUPPORTSWHICH ARE DESIGNED FOR USE WITHPLASTIC TUBING CAN BE USED.DO NOT USE SUPPORTS THAT PINCH ORCUT THE TUBING. SUPPORT SHOULDALLOW FREE TUBING MOVEMENT.INSPECT ALL SUPPORTS PRIOR TOINSTALLATION TO ENSURE THAT SHARPEDGES DO NOT EXIST THAT CAN DAMAGETHE TUBING.VERTICAL TUBING TO BE SUPPORTED EVERY8'-0"WHEN PENETRATING METAL STUDS, UTILIZE ABUSING DESIGNED FOR PLASTIC TUBING.SUPPORTS S.9HALL BE INSTALLED ATCHANGES IN DIRECTION TO RELIEVE STRESSAS SHOWN.APPROVEDBUSHINGCLAMPWOODSTUD METAL STUDCLAMPAT TURN 2" WASTE LINE TOWASTE AND VENT NO SCALE SYSTEM 2 " D E E P S E A L P - T R A P TO FINISH FLOOR LE V E L STRAINER ADJUST F L O O R D R A I N B O D Y TILE AND GROUT C O N C R E T E F L O O R NO SCALE 2" VENT WALL2" DRAIN LINEP-TRAP FLOOR WALL CLEAN OUTWHERE CALLED OUTSEAL ALL AROUND WITHSILICONE CAULKINGGROUT SINK IN PLACEAND SET LEVEL FLOOR MOUNTEDSERVICE SINK2# TO 1/2#REGULATOR GAS PRESSURE6" VERTICAL SHUT-OFF VALVE MANUAL MAIN EQUIPMENTSLABGROUNDJOINT UNIONDRIP LEG SAMESIZE AS PIPE 'PILLOW' TYPESUPPORTS PROVIDE ESCHUCEONPLATE AROUND PIPINGNO SCALE CAPPED PRESSURE TEE18" MAX.FLEXIBLE GASCONNECTOR.IF REQUIRED F L O O R R U N A S H I G H A S P O S S I B L E B A L L V A L V E ( T Y P ) T Y P I C A L U N I O N S U P P L Y T O B U I L D I N G D O U B L E C H E C K V A L V E B A C K F L O W P R E V E N T E R W I T H B A L L V A L V E S A N D S T R A I N E R 3 / 4 " H O S E T H R E A D F I T T I N G N O S C A L E C O M B I N A T I O N P R E S S U R E R E D U C I N G V A L V E A N D S T R A I N E R . S E T D I S C H A R G E A T 6 0 P S I G P R E S S U R E G A G E 0 - 1 0 0 P S I R A N G E W A T E R S U P P L Y T O B U I L D I N G 3 / 4 " M 3 / 4 " M E T E R 3 / 4 " T O E X I S T I N G O R N E W R E M O T E R E A D - O U T A S P E R C I T Y O F R E X B U R G WATER HEA T E R P I P I N G D E T A I L NO SCALE R 3 / 4 " W A T E R H E A T E R A N C H O R R E C I R C . P U M P A Q U A S T A T C O L D W A T E R L I N E HOT WATER LINEDIELECTRIC UNION (TYP)HEAT TRAP FITTING MTHERMOMETER D R A I N V A L V E W / T H R E A D E D H O S E C O N N E C T I O N PIPE FULL SIZETO FLOOR DRAIN T & P R E L I E F V A L V E S I Z E D T O M A T C H W A T E R H E A T E R A M T R O L S T - 5 E X P A N S I O N T A N K ELECTRICWATER HEATER MIXING VALVE FORTEMPERED WATER B A L L V A L V E ( T Y P I C A L ) H O T W A T E R R E C I R C N O S C A L E F I N I S H E D F L O O R S E R V I C E S I N K I N D I R E C T W A S T E L I N E D O W N I N W A L L O R C H A S E E L B O W D O W N 9 0 ° T O R E C E P T O R . ( M A I N T A I N C O D E R E Q U I R E D A I R G A P ) E S C U T C H E O N P L A T E F L O O R D R A I N O R F L O O R S I N K A D A T A N K T Y P E W A T E R C L O S E T - K O H L E R K - 3 6 5 8 " H I G H L I N E " W / E L O N G A T E D B O W L , K - 4 6 7 0 - C W H I T E O P E N F R O N T S E A T , B O L T C A P S A N D 1 / 2 " S T O P V A L V E . L E F T O R R I G H T F L U S H V A L V E A S P E R P L A N S . - - - W C - 1 4 " 2 " 1 / 2 " B I - L E V E L D R I N K I N G F O U N T A I N - E L K A Y M O D E L L Z S T L 8 W S L K W I T H B O T T L E F I L L E R S T A T I O N & F I L T E R F R O N T P U S H B A R O P E R A T O R S , 1 / 2 " S T O P , 1 - 1 / 2 " P - T R A P A N D F L E X - G U A R D S A F E T Y B U B B L E R V A L V E . - - - D F - 1 1 - 1 / 2 " 1 / 2 " 1 - 1 / 2 " F D - 1 2 " 2 " - - - - - - 2 " F L O O R D R A I N - Z U R N Z - 4 1 5 W I T H 5 " Ø N I C K E L - B R O N Z E S T R A I N E R A N D 2 " D E E P S E A L P - T R A P . V E N T W A S T E H O T C O L D S Y M . D E S C R I P T I O N 2 " 2 " J S - 1 1 / 2 " 1 / 2 " F L O O R M O U N T E D S E R V I C E S I N K - K O H L E R K - 6 7 1 0 " W H I T B Y " W / K - 8 9 4 0 W I R E R I M G U A R D , K - 8 9 2 8 F A U C E T A S S E M B L Y A N D K - 9 1 4 2 S T R A I N E R W I T H D E E P S E A L P - T R A P , H O S E A N D H O S E C L A M P . 1 - 1 / 2 " 1 - 1 / 2 " L - 1 1 / 2 " 1 / 2 " A D A W A L L H U N G L A V A T O R Y - K O H L E R K - 2 0 3 1 - 0 " G R E E N W I C H " W I T H W A L L C A R R I E R , K O H L E R K - 1 3 4 7 2 B A T T E R Y P O W E R E D T O U C H L E S S F A U C E T & O P T I O N A L M I X I N G V A L V E K - 1 3 6 0 1 , K - 7 7 1 5 O P E N G R I D S T R A I N E R W I T H O F F S E T W A S T E L I N E , 1 / 2 " S T O P S A N D 1 - 1 / 4 " P - T R A P . P R O V I D E I N S U L A T I N G J A C K E T O N H W A N D W A S T E P I P I N G . W H - 1 3 / 4 " E X I S T I N G W A T E R H E A T E R - 5 0 G A L L O N E L E C T R I C W A T E R H E A T E R T O B E R E L O C A T E D . K E E P B E S T C O N D I T I O N / N E W E S T W A T E R H E A T E R F O R R E - U S E . - - - - - - 3 / 4 " WH-1 S I N G L E C O M P A R T M E N T S I N K - E L K A Y M O D E L L R - 2 2 1 9 W I T H 1 8 G A T Y P E 3 0 4 S T A I N L E S S S T E E L C O N S T R U C T I O N , 1 - H O L E F A U C E T D R I L L I N G S , E L K A Y L K 1 0 0 0 C R F A U C E T , L K - 9 9 S T R A I N E R , 1 - 1 / 2 " P - T R A P A N D 1 / 2 " B A L L T Y P E S T O P V A L V E S . 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " S - 1 CI R C U I T I N G & G E N E R A L S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N KE Y E D N O T E R E F E R E N C E 1 BR A N C H C I R C U I T H O M E - R U N T O P A N E L I N D I C A T E D A-1 , 3 , 5 3/4 " C . - 6 # 1 2 , 1 # 1 2 G QT Y & S I Z E O F E Q U I P M E N T G R O U N D C O N D U C T O R QT Y & S I Z E O F N E U T R A L A N D P H A S E C O N D U C T O R ( S ) SIZ E O F C O N D U I T A-1 , 3 , 5 3/4 " C . - 6 # 1 2 , 1 # 1 2 G PA N E L A N D C I R C U I T D E S I G N A T I O N S EQ U I P M E N T G R O U N D I N G C O N D U C T O R TIC K M A R K S NE U T R A L C O N D U C T O R ( S ) PH A S E A N D / O R S W I T C H - L E G C O N D U C T O R ( S ) BR A N C H C I R C U I T / F E E D E R C O N C E A L E D I N C E I L I N G O R W A L L BR A N C H C I R C U I T / F E E D E R C O N C E A L E D U N D E R G R O U N D O R F L O O R NE W E Q U I P M E N T , D E V I C E S , E T C . EX I S T I N G E Q U I P M E N T , D E V I C E S , E T C . DE M O L I T I O N E Q U I P M E N T , D E V I C E S , E T C . DE T A I L # / S H E E T R E F E R E N C E 1 / E S 1 0 1 *2 5 , 0 0 0 A CA L C U L A T E D A V A I L A B L E F A U L T C U R R E N T A T E Q U I P M E N T ( S E E P O W E R R I S E R ) FI R E A L A R M S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N DE T E C T O R S U B S C R I P T S P P H O T O E L E C T R I C S M O K E D E T E C T O R D D U C T S M O K E D E T E C T O R ID I N - D U C T S M O K E D E T E C T O R H H E A T D E T E C T O R M M U L T I - S T A T I O N S M O K E D E T E C T O R (1 2 0 V W / B A T T E R Y B A C K U P ) FIR E A L A R M C O N T R O L P A N E L ( W A L L M O U N T E D , T O P A T 6 ' - 0 ' AFF) FFA C P NO T I F I C A T I O N D E V I C E E X T E N D E R P A N E L . P R O V I D E Q T Y A S REQUIRED BASED ON DEVICE VO L T A G E D R O P C A L C ' S P E R N F P A 7 2 R E Q U I R E M E N T S . ( W A L L MOUNTED, TOP AT 5'-0' AFF) RE M O T E A N N U C I A T O R P A N E L ( F L U S H M O U N T E D I N W A L L A T 5'-0' AFF) NA C RA MA N U A L P U L L S T A T I O N ( M O U N T I N G H E I G H T P E R A D A & N F P A 72) MA G N E T I C D O O R H O L D O P E N AD D R E S S A B L E C O N T R O L / R E L A Y M O D U L E MMCM AD D R E S S A B L E M O N I T O R I N G M O D U L E FIR E A L A R M F L O W S W I T C H FIR E A L A R M T A M P E R S W I T C H FS TS WA L L M O U N T E D F I R E A L A R M H O R N O N L Y WA L L M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) # AD D R E S S A B L E D E T E C T O R W I T H B A S E #### CE I L I N G M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) #### WA L L M O U N T E D F I R E A L A R M H O R N S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) CE I L I N G M O U N T E D F I R E A L A R M H O R N S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) EX T E R I O R 1 2 0 V F I R E B E L L , I N S T A L L N E X T T O F D C . FIR E / S M O K E D A M P E R ; C O O R D I N A T E L O C A T I O N S W I T H M E C H . DRAWINGS SD A. D O N O T I N S T A L L M O R E T H A N ( 1 0 ) N O T I F I C A T I O N A P P L I A N C E S O N A N Y SINGLE CLASS "A" SIGNAL CIRCUIT. DO N O T E X C E E D 4 0 0 F T . O F N O . 1 4 W I R E I N T H E T O T A L L O O P . B. N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D A T A H E IGHT RANGE BETWEEN 80" TO 96" AB O V E F I N I S H F L O O R . T H E P R E F E R R E D H E I G H T I S 8 0 " . I F T H I S C O N F L ICTS WITH OTHER TRADES OR ROOM FU R N I S H I N G S , L O C A T E A S C L O S E T O 8 0 " A S P O S S I B L E , N O T E X C E E DING 96". ALL NOTIFICATION AP P L I A N C E S I N A C O M M O N R O O M O R L I N E O F S I G H T S H A L L B E L O CATED AT A COMMON HEIGHT. C. M O U N T P U L L S T A T I O N S A T 4 6 - 4 8 " A . F . F . T O T H E O P E R A T I N G H ANDLE TO MEET ADA REQUIREMENTS. D. D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I C E W H I C H H A S A P OWER HELD CO N T A C T S . ( F L O W , T A M P E R , H O O D S Y S T E M , D U C T D E T E C T O R , E T C . . F A L S E ALARM WILL OCCUR. E. E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L C O N D U C T O R Q U A N T I T I E S PER FIRE ALARM SY S T E M S U P P L I E R , A N D A S P E R N F P A A N D N E C R E Q U I R E M E N T S . F. D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 F E E T OF ANY AIR DIFFUSER. G. D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E R U N . D O N O T EXCEED 120 DEVICES ON ANY ON E A D D R E S S A B L E D E V I C E R U N . H. A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T B E S H U T D O W N UPON FIRE ALARM AS PER LIFE SA F E T Y C O D E S . I. A L L C L A S S " B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B L E D E V I CES NEED EOLR. (END OF LINE RESISTORS). J. I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O C A T E D W I T H I N 15' FROM ENDS OF CORRIDORS AN D A M A X I M U M O F 1 0 0 ' S P A C I N G . K. N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R O V I D E A 3 - 3-3 TEMPORAL PATTERN. L. A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D O N S U P P L I E D SHOP DRAWINGS. FIRE ALARM PL A N I S S H O W N F O R G E N E R A L L O C A T I O N A N D L A Y O U T O N L Y . M. T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A L L A P P L I CABLE LOCAL, STATE AND ADA RE Q U I R E M E N T S . N. E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R S W I T C H E S A ND FLOW VALVES TO FIRE ALARM SY S T E M A S R E Q U I R E D . S E E F I R E S P R I N K L E R S Y S T E M D R A W I N G S F O R E XACT LOCATIONS AND QU A N T I T I E S . GE N E R A L F I R E A L A R M S Y S T E M N O T E S LI G H T I N G S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N PA R K I N G A R E A P O L E L I G H T , S I N G L E O R D O U B L E H E A D A S I N D I C A T E D O N DR A W I N G S . R E F E R T O L I G H T P O L E D E T A I L F O R P O L E I N F O R M A T I O N . 2X 4 F L U O R E S C E N T O R L E D F I X T U R E 2X 2 F L U O R E S C E N T O R L E D F I X T U R E SU R F A C E M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E ST R I P F L U O R E S C E N T O R L E D F I X T U R E WA L L M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E EX T E R I O R W A L L M O U N T E D F I X T U R E RO U N D R E C E S S E D F I X T U R E SU R F A C E O R P E N D A N T F I X T U R E LIG H T F I X T U R E S U B S C R I P T S NL N I G H T - L I G H T ( C O N N E C T T O U N S W I T C H E D L E G O F C I R C U I T ) EX I T S I G N , W A L L O R C E I L I N G M O U N T I N G A S R E Q U I R E D ( S I N G L E O R D O U B L E F A C E ) DIR E C T I O N A L C H E V R O N S A S I N D I C A T E D ; C O N N E C T T O U N S W I T C H E D L E G O F L I G HT I N G CIR C U I T T H A T I S I N T H E S A M E A R E A A S T H E E X I T S I G N S . SH A D E D F I X T U R E I N D I C A T E S A N E M E R G E N C Y F I X T U R E . P R O V I D E W I T H E M E R G . B AT T E R Y PA C K O R C O N N E C T T O E M E R G E N C Y P O W E R S Y S T E M ( W H E R E A P P L I C A B L E ) . C O N N E CT BA T T E R Y P A C K T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T S E R V E S T H E S A M E AR E A A S T H E E M E R G E N C Y F I X T U R E . P R O V I D E W I T H T E S T L I G H T A N D S W I TC H . CE I L I N G M O U N T E D O C C U P A N C Y S E N S O R , R E F E R T O O C C U P A N C Y S E N S O R / S W I T C H SC H E D U L E F O R S E N S O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N . SW I T C H M O U N T E D O C C U P A N C Y S E N S O R O R L O W V O L T A G E S W I T C H P O D , R E F E R T O OC C U P A N C Y S E N S O R / S W I T C H S C H E D U L E F O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N . SIN G L E - P O L E S W I T C H ( S E E S U B - S C R I P T S B E L O W F O R A D D I T I O N A L I NF O R M A T I O N ) SW I T C H S U B S C R I P T S 3 3 - W A Y S W I T C H 4 4 - W A Y S W I T C H D D I M M E R S W I T C H ( C O M P A T I B L E W / L O A D & L T G T Y P E S ) EL V D I M M E R : A C U I T Y P / N : I S D 4 0 0 E L V 1 2 0 * * 0-1 0 V D I M M E R : A C U I T Y P / N : I S D B C 1 2 0 / 2 7 7 * * K K E Y E D S W I T C H F T I M E R S W I T C H ( I N T E R M A T I C M O D E L E I 4 0 0 S E R I E S ) P P I L O T L I G H T E D S W I T C H F1 LIG H T F I X T U R E T Y P E D E S I G N A T I O N S ## # WA L L O R C E I L I N G M O U N T E D E M E R G E N C Y L I G H T I N G U N I T W / B AT T E R Y P A C K CO N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T IS I N T H E S A M E A R E A A S TH E E M E R G E N C Y L I G H T . LV L O W - V O L T A G E S W I T C H ( P E R D W G ' S ) T T H E R M A L - O V E R L O A D S W I T C H M S W I T C H S U P P L I E D W I T H E Q U I P M E N T , IN S T A L L E D B Y E . C . WP W E A T H E R P R O O F 2P D O U B L E P O L E , S I N G L E T H R O W S W I T C H GE N E R A L L I G H T I N G N O T E S : A. S Y M B O L S S H O W N A B O V E M A Y N O T R E P R E S E N T A L L L I G H T FIX T U R E S U S E D O N P R O J E C T , R E F E R T O LIG H T F I X T U R E S C H E D U L E F O R A C T U A L F I X T U R E I N F O R M A T I ON I N C L U D I N G F I X T U R E T Y P E , L A M P I N G , MO U N T I N G A N D E T C . B. J U N C T I O N B O X E S F O R L I G H T I N G C I R C U I T I N G A R E N O T S HO W N F O R C L A R I T Y . T H E E . C . I S R E S P O N S I B L E FO R P R O V I D I N G A N D I N S T A L L I N G A L L J U N C T I O N B O X E S R E Q UIR E D F O R C I R C U I T I N G O F A L L L I G H T FIX T U R E S T H A T A R E N O T L I S T E D F O R " T H R O U G H - B R A N C H C I RC U I T W I R I N G " . C. I N G E N E R A L A L L S W I T C H - L E G C O N D U C T O R S M A Y N O T B E SH O W N O N D R A W I N G S ; E . C . S H A L L P R O V I D E AN D I N S T A L L C O N D U C T O R S A S R E Q U I R E D T O A C H I E V E C O N T R OL S C H E M E S I N D I C A T E D A N D DE S C R I B E D O N D R A W I N G S . I N C L U D I N G A L L 0 - 1 0 V D I M M I N G C O N T R O L S B E T W E E N S W I T C H A N D FIX T U R E S . D. A L L B A T T E R Y E X I T S I G N S A N D E M E R G E N C Y L I G H T I N G T O B E C O N N E C T E D T O T H E U N S W I T C H E D L E G O F TH E L I G H T I N G C I R C U I T I N T H E A R E A . ## # FM PO W E R S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N EL E C T R I C A L S W I T C H B O A R D E Q U I P M E N T , ( S E E P O W E R R I S E R A N D P A N E L S CH E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) 'M S B ' 'T # # ' DR Y - T Y P E T R A N S F O R M E R , ( S E E P O W E R R I S E R F O R A D D I T I O N A L I N F O R M A T I ON ) 'L A ' EL E C T R I C A L P A N E L B O A R D , ( S E E P O W E R R I S E R A N D P A N E L SC H E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) DIS C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T E D TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R FU S E D D I S C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T ED TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R (3 0 A F U S E S ) CO M B I N A T I O N S T A R T E R & F U S E D D I S C O N N E C T S W I T C H , S I Z E /P O L E S / T Y P E A S I N D I C A T E D . TY P E S : 1 = N E M A 1 , 3 R = N E M A 3 R , 4 X = N E M A 4 X J JU N C T I O N B O X CR = C O R D R E E L ; S E E D R A W I N G S F O R I N F O R M A T I O N CD = C O R D D R O P ; S E E D R A W I N G S F O R I N F O R M A T I O N EQ U I P M E N T C O N N E C T I O N ; C O O R D I N A T E C O N N E C T I O N W I T H E Q UIP M E N T PR I O R T O R O U G H - I N MO T O R C O N N E C T I O N PO W E R A N D / O R D A T A S E R V I C E P O L E FL O O R B O X W I T H P O W E R O N L Y ( S E E F L O O R B O X S C H E D U L E F O R A D D I T I O NA L IN F O R M A T I O N ) PU S H B U T T O N S T A T I O N FL O O R B O X W I T H P O W E R A N D D A T A ( S E E F L O O R B O X S C H E D U L E F O R A D D I T I O N A L IN F O R M A T I O N ) FB # FB # SP E C I A L R E C E P T A C L E ( C O O R D I N A T E N E M A T Y P E W I T H E Q U I P . ) (R E F E R T O P A N E L S C H E D U L E S F O R A M P S ) CE I L I N G M O U N T E D D U P L E X R E C E P T A C L E ( C O O R D I N A T E P L A C E M E N T W I T H CE I L I N G E Q U I P M E N T P R I O R T O R O U G H - I N ) DU P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T GF C I - T Y P E D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H ER E M O U N T E D B E L O W 5 F T DO U B L E - D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T GF C I - T Y P E D O U B L E - D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W HE R E M O U N T E D BE L O W 5 F T . RE C E P T A C L E A N D E Q U I P M E N T S U B S C R I P T S AC AB O V E C O U N T E R WP WE A T H E R P R O O F ( U L L I S T E D WE A T H E R -RE S I S T A N T ) 42 " MO U N T I N G H E I G H T A F F O R A F G IG IS O L A T E D G R O U N D S SU R G E -PR O T E C T I O N T Y P E RE F RE F R I G E R A T O R W WA S H I N G M A C H I N E D DR Y E R ( 3 0 A -24 0 V R A T E D R E C P T . ) M MIC R O W A V E HV A C T H E R M O S T A T O R S E N S O R ; P R O V I D E & I N S T A L L B A C K B O X , 3 / 4 " C O N D U I T A N D CO N D U C T O R S T O A S S O C I A T E D H V A C U N I T . C O O R D I N A T E E X A C T L O C A T I O N & S I Z E A N D NU M B E R O F C O N D U C T O R S W I T H M . C . T S OR 30 A / 3 P / 3 R SI Z E 1 (3 0 A F U S E S ) SM A L L E X H A U S T F A N C O N N E C T I O N TV 12 0 V R E C E P T . F O R T V ; V E R I F Y H E I G H T W I T H A R C H . DR A W I N G S & E L E V A T I O N S US B 12 0 V R E C P T . W I T H U S B C H A R G I N G P O R T S EW C EL E C T R I C W A T E R C O O L E R ; ( S E E D E T A I L . R E C P T . S H A L L BE A C C E S S I B L E , D O N O T M O U N T B E H I N D H O U S I N G . ) DI S P GA R B A G E D I S P . ( U N D E R S I N K ) DW DI S H W A S H E R ( C O O R D I N A T E W / M I L L W O R K , I N S T A L L P E R NE C 4 2 2 . 1 6 ( B ) ( 2 ) ) . M/ R MIC R O W A V E / R A N G E H O O D ( C O O R D I N A T E W / M I L L W O R K ) R EL E C T R I C R A N G E ( 5 0 A -24 0 V R A T E D R E C P T . ) GE N E R A L S P E C I A L S Y S T E M N O T E S : A. A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K S H A L L B E C O O RD I N A T E D W I T H T H E AR C H I T E C T U R A L E L E V A T I O N D R A W I N G S A N D M I L L W O R K I N S T A L L E R T O I NS U R E P R O P E R M O U N T I N G HE I G H T S . C O N T R A C T O R S H A L L A D J U S T D E V I C E S A S N E C E S S A R Y I N O R D E R T O PO S I T I O N D E V I C E S S U C H TH A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S O R B E D I R E CT L Y A B O V E S I N K S O R M I D W A Y BE T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . B. I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O I N S T A L L A G F C I T Y P E R E C E P T A C L E F O R A L L RE C P T A C L E S S H O W N I N T O I L E T R M S , B A T H R O O M S , K I T C H E N S / S E R V I N G A RE A S , R O O F T O P , O U T D O O R S OR W I T H I N 6 F T O F A N Y S I N K , B A S I N , T U B O R F L O O R S I N K A N D A L L OT H E R A R E A S D E F I N E D B Y T H E N E C . SP E C I A L S Y S T E M S S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L DE S C R I P T I O N DA T A O U T L E T ; _ = # O F D A T A C A B L E S , X = C O N D U I T S I Z E ( S EE N O T E S 1 , 2 , 3 B E L O W ) _D - X TE L E P H O N E O U T L E T ; _ = # O F T E L E P H O N E C A B L E S , X = C O N D U IT S I Z E (S E E N O T E S 1 , 2 , 3 B E L O W ) _T - X TE L E P H O N E / D A T A O U T L E T ; _ = # O F T E L E P H O N E / D A T A C A B L E S, X = C O N D U I T S I Z E (S E E N O T E S 1 , 2 , 3 B E L O W ) _T / _ D - X CE I L I N G M O U N T E D D A T A O U T L E T ; _ = # O F D A T A C A B L E S , X = CO N D U I T S I Z E (S E E N O T E S 1 , 2 , 3 B E L O W ) _D - X A. C O M M U N I C A T I O N S C A B L E S S H A L L H A V E B E N D S N O G R E A T E R T H A N 9 0 D E G . B. C O N D U I T S F O R C O M M U N I C A T I O N S C A B L I N G S H A L L H A V E A M A X I M U M B E N D R A D I U S N O T M O R E T H A N 1 0 X TH E D I A M E T E R O F T H E C O N D U I T . C. A L L C O M M U N I C A T I O N S C O N D U I T S S H A L L B E T E R M I N A T E D WIT H A N I N S U L A T E D N O N - M E T A L L I C B U S H I N G AT B O T H E N D S . D. C O M M U N I C A T I O N S C O N D U I T S S H A L L H A V E N O M O R E T H A N ( 2 ) 9 0 ' S W I T H O U T A P U L L B O X . P U L L B O X E S SH A L L B E L O C A T E D I N A C C E S S I B L E L O C A T I O N S A N D S H A L L BE S I Z E D A T L E A S E D 1 2 X T H E L A R G E S T CO N D U I T D I A M E T E R I N L E N G T H A N D M I N , 4 " D E E P A N D 8 " WID E . E. I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E . C . T O I N SU R E T H A T T H E P A T H W A Y F O R T H E D A T A C A B L I N G DO E S N O T C R E A T E C A B L E L E N G T H S T O E X C E E D S T H E L E N G T H O F 2 9 5 F T F R O M O U T L E T T O P A T C H PA N E L , T H I S I N C L U D E S S E R V I C E L O O P S A N D P A T C H C O R D S . F. W H E R E C A B L E T R A Y I S U T I L I Z E D I N T H E P R O J E C T . C O MM U N I C A T I O N C O N D U I T S E N D I N G A T T H E C A B L E TR A Y S H A L L E X T E N D 1 " O V E R T H E S I D E I N T O T H E T R A Y . GE N E R A L S P E C I A L S Y S T E M N O T E S : RE C E S S E D I N - W A L L A V / T V E N C L O S U R E , ( S E E N O T E 2 B E L O W ) 2-G A N G : H U B B E L L # N S A V 6 2 M / N S A V 6 C 4-G A N G : H U B B E L L # N S A B 1 2 4 M / N S A V 1 2 C (1 ) P O W E R K I T H B L # N S O K P S & ( 1 ) D A T A P L A T E W . T E R M I N A TIO N S . MO U N T 5 ' - 0 " A F F , F I E L D C O O R D I N A T E W I T H T V L O C A T I O N PR I O R T O R O U G H - I N . IN S T A L L 1 1 / 4 " C F R O M E N C L O S U R E T O N E A R E S T A C C E S S I B L E C E I L I N G S P A C E W / D A T A CA B L I N G / T E R M I N A T I O N S A S I N D I C A T E D O N D R A W I N G S . IN S T A L L 1 1 / 4 " C F R O M E N C L O S U R E T O F L O O R B O X I N R O O M WH E R E I N D I C A T E D O N D W G ' S . LA R G E C A P A C I T Y 3 - G A N G A V B O X W / R E C E P T A C L E , ( S E E N O TE 2 B E L O W ) HU B B E L L # H B L 2 6 3 W I T H 3 - G A N G M U D R I N G & L V D I V I D E R H B L9 8 1 ; PR O V I D E 3 - G A N G D E C O R A C O V E R P L A T E W I T H T H E F O L L O W I N G: (1 ) 2 0 A D U P L E X R E C E P T A C L E (1 ) D A T A I N S E R T ( L E V I T O N P / N : 4 1 6 4 x - x x x ) O R E Q U A L (1 ) B R U S H P A S S T H R O U G H I N S E R T ( L E V I T O N P / N : 4 1 0 7 5 - D B x) . IN S T A L L 1 1 / 2 " C O N D U I T F R O M B O X T O A B O V E A C C E S S I B L E C E I L I N G W / D A T A C A B L I N G / TE R M I N A T I O N S A S I N D I C A T E D O N D R A W I N G S . TV # AV _D - X _D - X SP E C I A L S Y S T E M S N O T E S : 1. U T I L I Z E 4 1 1 / 1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G AN D C O N D U I T T O A B O V E N E A R E S T A C C E S S I B L E CE I L I N G O R D A T A R A C K , T E R M I N A T E W I T H I N S U L A T E D T H R O AT B U S H I N G . P R O V I D E Q T Y O F C A B L E S IN D I C A T E D F R O M O U T L E T T O N E A R E S T T E L E / D A T A R O O M . S E E D W G S F O R A D D I T I O N A L I N F O R M A T I O N . UT I L I Z E J - H O O K S 3 F T O N C E N T E R F O R S U P P O R T O F C A B L I NG W H E R E C A B L E T R A Y I S N O T IN S T A L L E D / S P E C I F I E D . 2. C O N D U I T S I Z E ( ' X ' F R O M A B O V E ) ; 2 = 1 / 2 " , 3 = 3 / 4 " , 4 =1 " , 5 = 1 - 1 / 4 " , 6 = 1 - 1 / 2 " 3. B L A N K ( N O L A B E L ) = 4 - 1 1 / 1 6 " D E E P B O X W I T H R E Q U I R ED M U D R I N G A N D 1 " C O N D U I T T O A B O V E N E A R E S T AC C E S S I B L E C E I L I N G / C A B L E T R A Y , T E R M I N A T E W I T H I N S U L AT E D TH R O A T B U S H I N G , P R O V I D E P U L L S T R I N G . ( U N L E S S O T H E R W IS E N O T E D ) WA L L P A T H W A Y S Y S T E M ; S T I F I R E S T O P E Z - P A T H S E R I E S IN S T A L L T H R O U G H W A L L A B O V E A C C E S S I B L E C E I L I N G , F I E L D V E R I F Y E X A C T L O C A T I O N T O AV O I D C O N F L I C T W I T H O T H E R T R A D E S A N D U T I L I T I E S . P R OV I D E A L L R E Q U I R E M O U N T I N G HA R D W A R E A N D E T C . F O R C O M P L E T E I N S T A L L A T I O N . EP F 2 = F I R E R A T E D , E Z - P A T H S E R I E S 2 2 EP F 3 = F I R E R A T E D , E Z - P A T H S E R I E S 3 3 EP F 4 = F I R E R A T E D , E Z - P A T H S E R I E S 4 4 EP 3 = N O N - F I R E R A T E D , E Z - P A T H 3 3 N E Z S E R I E S ## # FB # _D - X MU L T I - S E R V I C E F L O O R B O X ; S E E F L O O R B O X S C H E D U L E F O R A DD I T I O N A L I N F O R M A T I O N . _= # O F D A T A C A B L E S , X = C O N D U I T S I Z E ( S E E N O T E S 1 , 2 , 3 B E L O W ) TV 2 = 2 - G A N G TV 4 = 4 - G A N G P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C.EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C.GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOXABBREVIATIONSSINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA)AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F.VFD W/W/O WP XFMRKILOVOLTKILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET)SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. E . C . S H A L L R E F E R T O T H E M E C H A N I C A L D R A W I N G S F O R EX A C T L O C A T I O N S O F A L L M E C H A N I C A L EQ U I P M E N T A N D E L E C T R I C A L C O N N E C T I O N S . B. E . C . S H A L L P R O V I D E M I N I M U M W O R K I N G C L E A R A N C E A S PE R N E C B E F O R E I N S T A L L I N G A N Y E L E C T R I C A L PA N E L S O R C A B I N E T S . S E E E L E C T R I C A L E Q U I P M E N T C L E A R A NC E D E T A I L . C. I N S T A L L A L L L I G H T F I X T U R E S I N M E C H A N I C A L R O O M A F TE R T H E M E C H A N I C A L E Q U I P M E N T I S I N P L A C E . AD J U S T A S N E C E S S A R Y . P R O V I D E C H A I N S U S P E N S I O N K I T S AS R E Q U I R E D . D. R E F E R T O A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N ( S ) F O R E X A C T F I X T U R E L O C A T I O N S , C E I L I N G TY P E S , E T C . E. E . C . S H A L L P R O V I D E A L L C O N C R E T E P A D S A S R E Q U I R E D F O R A L L E L E C T R I C A L E Q U I P M E N T . F. C O N F I R M E X A C T L O C A T I O N S O F A L L T E L E P H O N E / D A T A O U TL E T S W I T H O W N E R P R I O R T O R O U G H - I N . G. L O C A T E S W I T C H E S , O U T L E T S , E T C . , S H O W N A T R O O M E N TR Y D O O R W A Y S , A S C L O S E T O D O O R F R A M E A S PO S S I B L E , S O A S N O T R O I N T E R F E R E W I T H R O O M C A B I N E T S , E T C . H. S U P P O R T A L L L I G H T F I X T U R E S I N D E P E N D E N T O F C E I L I N G. I. E L E C T R I C A L C O N T R A C T O R S H A L L O B T A I N A L L A P P L I C A B L E P E R M I T S F O R W O R K A N D P A Y A S S O C I A T E D FE E S . J. M A I N T A I N 2 4 " M I N . C L E A R A N C E F R O M A L L C O M M U N I C A T I ON S C A B L I N G A N D E L E C T R O N I C B A L L A S T S . K. U N L E S S S P E C I F I C A L L Y I N D I C A T E D O T H E R W I S E , E . C . S H AL L C O O R D I N A T E W I T H A N Y S P E C I A L S Y S T E M S SU P P L I E R / S H O P D R A W I N G S ; D E N T A L , M E D I C A L , K I T C H E N , S PE C I A L I Z E D E Q U I P M E N T , E T C . F O R T H E E X A C T RO U G H - I N R E Q U I R E M E N T S F O R T H E I R E Q U I P M E N T . A L S O U N L ES S I N D I C A T E D O T H E R W I S E , T H E E . C . T O BE R E S P O N S I B L E F O R F I N A L E L E C T R I C A L C O N N E C T I O N S T O AL L S P E C I A L E Q U I P M E N T . L. A L L C O N D U I T / R A C E W A Y / C A B L E S T O B E C O N C E A L E D I N W A LL S O R A B O V E C E I L I N G S . I F A N Y S U R F A C E WO R K I S N E C E S S A R Y , I T S H A L L B E A P P R O V E D B Y T H E A R C H IT E C T / E N G I N E E R P R I O R T O I N S T A L L A T I O N . M. E L E C T R I C A L C O N T R A C T O R S H A L L V I S I T T H E S I T E P R I O R T O B I D A N D T H O R O U G H L Y I N V E S T I G A T E T H E EX I S T I N G C O N D I T I O N S , A S T H E Y R E L A T E T O T H E S C O P E O F W O R K D E S C R I B E D . M A K E N E C E S S A R Y PR O V I S I O N S I N T H E B A S E B I D T O A D E Q U A T E L Y A C C O M M O D A T E T H E S E C O N D I T I O N S . N. D A T A C A B L I N G S Y S T E M P R E - I N S T A L L A T I O N C O N F E R E N C E : 1. E . C . S H A L L S C H E D U L E A M E E T I N G A M I N I M U M O F F I V E CA L E N D A R D A Y S P R I O R T O B E G I N N I N G D A T A CA B L I N G I N S T A L L A T I O N . A T T E N D E E S S H O U L D I N C L U D E O W N ER ’ S R E P . , E N G I N E E R , G C , E C A N D CA B L I N G S U B . R E F E R T O S E C T I O N 2 6 6 2 1 0 ( 1 . 4 ) ( E ) F O R A D DIT I O N A L I N F O R M A T I O N . PR O J E C T G E N E R A L N O T E S : CO N T A C T : J a r o m T a y l o r N e x a n t (8 0 1 ) 7 4 6 - 1 6 2 3 fo r a s s i s t a n c e . UT I L I T Y L I G H T I N G R E B A T E S & I N C E N T I V E S : IT S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E L E C T R I C A L C O NT R A C T O R T O P R E P A R E A L L R E Q U I R E D AP P L I C A T I O N S A N D I N F O R M A T I O N R E Q U I R E D T O P R O V I D E T H E O W N E R W I T H T H E M A X I M U M A M O U N T O F RE B A T E D O L L A R S F R O M T H E L O C A L U T I L I T Y C O M P A N Y . T H E EL E C T R I C A L C O N T R A C T O R S H A L L S U B M I T VE R I F I C A T I O N O F T H E U T I L I T Y C O M P A N Y P R E - A P P L I C A T I O N A P P R O V A L P R I O R T O O R D E R I N G A N Y M A T E R I A L S . TY P I C A L D E V I C E M O U N T I N G H E I G H T S : GE N E R A L C O O R D I N A T I O N N O T E : GE N E R A L D E T A I L N O T E S : FIN I S H F L O O R 1' - 6 ' ' TH E R M O S T A T O R S E N S O R VE R I F Y W I T H M . C . P R I O R T O LIG H T S W . (O R A S N O T E D ) * 4 ' - 0 ' ' * 3 ' - 6 ' ' (O R A S N O T E D ) RE C E P T A C L E @ M I L L W O R K BACKSPLASH CAB. DIMENSIONS PER ARCH. DETAIL6"CABINET * E.C . S H A L L C O O R D I N A T E A L L D E V I C E MO U N T I N G H G T S . A N D E X A C T L O C A T I O N WIT H A R C H I T E C T U R A L I N T E R I O R EL E V A T I O N S R E P O R T C O N F L I C T S T O AR C H I T E C T * * P R I O R T O R O U G H - I N * * RO U G H - I N . TY P I C A L F O R A L L D E V I C E S MO U N T E D A B O V E C O U N T E R (ie C . O . ' S , D A T A , P H O N E e t c . ) A.B.C.D. AL L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S NO T E D O T H E R W I S E . CO O R D I N A T E O U T L E T H E I G H T S W I T H AR C H I T E C T S M I L L W O R K D W G S . T O I N S U R E TH A T O U T L E T S W I L L N O T F A L L B E H I N D CA B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E WIT H W A I N S C O T I N G , E T C . AL L S W I T C H E S A N D T H E R M O S T A T S T O B E MO U N T E D A S C L O S E T O D O O R J A M S A S PO S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H AR C H I T E C T U R A L P L A N S A N D D E T A I L S . CO O R D I N A T E L I G H T S W I T C H & O U T L E T HE I G H T S W I T H AR C H I T E C T U R A L WA I N S C O T I N G A N D O R T I L E W O R K S O A S NO T T O F A L L M I D W A Y I N T H E S E F I N I S H E S . FIR E 6' - 8 ' ' FIR E A L A R M N O T I F I C A T I O N DE V I C E FIR E MA N U A L P U L L S T A T I O N HA N D L E S H A L L B E BE T W E E N 4 2 " & 4 8 " A F F CABINET RE C E P T . TE L E / D A T A OU T L E T TV OU T L E T ELECTRICAL EQUIP. CLEARANCE ELECTRICAL EQUIPMENT NOTE #1 N O T E #4NOTE#3 NOTE#2 NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDT H OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGR EES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSI TION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARAN CE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE O F THE EQUIPMENT.8270 S T AT E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE 11-12-2020 1 1 / 1 3 / 2 0 2 0 9 : 2 6 : 1 0 A M ELECTRICAL SYMBOLS &DETAILSASB Annex RemodelCIVILDyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd.Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 E0.0©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering,Inc.1823 E. Center St.Pocatello, ID 83201 10569NO. D E S C R I P T I O N D A T E S nD 1 S nD 1 S nD 1 WP 1 S nD 1 nD C S nD 1 S nD 1 W P 1 WP 1 WP 1 n A nA nA nA nA nA nA n A F nD C nD C n D C n D C n D C n A nA n A Wa r e h o u s e 11 0 Sh i p p i n g W o r k r o o m 10 9 Br e a k R o o m 10 8 S/ R O f f i c e 10 7 Di r . O f f i c e 10 6 Ma i l S e r v . 10 5 Re s t r o o m 10 4 Re s t r o o m 10 3 Cu s t o d i a l 10 2 Su r p l u s 10 1 Lo a d i n g D o c k 11 0 A (T Y P ) F3 F3 F3 F3 F3 F5 F3 (T Y P ) F3 F3 F6 E F6 E 1 1 1 1 F9 F9 F9 F9 F9 F9 F2 13' -0"F2 13' -0"F2 13' -0" F2 13 ' -0" F2 13 ' - 0" F2 13 ' -0" F2 13 ' -0" A -12 F2 14 ' -6" FO R A L T E R N A T E LI G H T I N G P L A N SE E A L T E R N A T E PL A N T H I S S H E E T F7 F7 'C O M M / A C C E S S CO N T R O L BO A R D ' F8 F8 F8 F8 F1 F1 F1 F1 'A' MA I N S E R V I C E M E T E R & DI S C O N N E C T - S E E P O W E R R I S E R 2 (T Y P ) F1 A -12 F4 E F1 E F5 F1 E F1 E F1E F1 E F1 E F8 F3 E F3 F3 F3 E F1 F1 E F8 A -2 'B ' B -1 B -3 F1 (TYP)F1 F1 (T Y P ) F1 F4 F4 F4 F4 F4F4F4 A -2 F4 E Sh i p p i n g W o r k r o o m 10 9 F4 (T Y P ) F4 F2 13 ' -0" A -2 F4 E A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONNECT ALL OCCUPANCY SENSORS IN ROOM IN PARALLEL SO THAT ANY OCC. SENSOR WILL TURN ON ALL ROOM LIGHTING .2 CONTROL PHOTO CELL ON TIME CLOCK OFF, PROGRAM PER OWNER. SC A L E : 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R L I G H T I N G P L A N 16' 8' 0" 16 ' 8' 0" 8270 S T AT E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E 11-12-2020 1 1 / 1 3 / 2 0 2 0 9 : 2 6 : 1 2 A M LIGHTING PLANASB Annex RemodelCIVILDyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd.Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 E2.0©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering,Inc.1823 E. Center St.Pocatello, ID 83201 10569 SC A L E : 1 / 8 " = 1 ' - 0 " 2 ME Z Z A N I N E L I G H T I N G P L A N - A L T . NORTH NO R T H LI G H T I N G F I X T U R E S C H E D U L E TY P E D E S C R I P T I O N M O U N T I N G V O L T A G E L U M E N S CO L O R TE M P . ( K ) MF G R . C A T A L O G # NO T E S F1 H I G H B A Y L E D W / I N T E G R A L O C C S E N S O R S U S P E N D E D OR S U R F A C E MV O L T 9 0 0 0 4 0 0 0 L I T H O N I A I B G - 9 0 0 0 L M - S E F - A F L - G N D - M V O L T - 0 Z1 0 - 4 0 K - 8 0 C R I - N L T A I R 2 - R M S O D4 S F2 E X T E R I O R L E D W A L L P A C K W A L L 1 2 0 - 2 7 7 6 5 0 0 4 0 0 0 L I T H O N I A AR C 2 L E D P 5 4 0 K M V O L T D D B X D F3 2 X 2 L A Y - I N L E D , 0 - 1 0 V D I M M I N G , n L I G H T EN A B L E D RE C E S S E D 1 2 0 - 2 7 7 4 0 0 0 4 0 0 0 L I T H O N I A E P A N L - 2 X 2 - 4 0 0 0 L M - 8 0C R I - 4 0 K - M I N 1 - N L I G H T - M V O L T F4 4 F T L E D S T R I P , 0 - 1 0 V D I M M I N G S U R F A C E / SU S P E N D E D 12 0 - 2 7 7 4 0 0 0 4 0 0 0 L I T H O N I A C L X - L 4 8 - 4 8 0 0 L M - S E F - R D L - M V O L T -G Z 1 0 - 4 0 K - 8 0 C R I - N L T A I R 2 - R E S 7 P DT F5 2 F T L I N E A R W A L L F I X T U R E W A L L A B O V E MI R R O R 12 0 - 2 7 7 2 0 0 0 4 0 0 0 L I T H O N I A B L W P 2 - 2 0 L - A D P - E Z 1 - L P 8 4 0 F6 E 1 X 4 S U R F A C E F I X T U R E S U R F A C E 1 2 0 - 2 7 7 4 0 0 0 4 0 0 0 L I T H O N I A B L W P 4 - 4 0 L - A D P - E Z 1 - L P 8 4 0 F7 4 F T L I N E A R W A L L F I X T U R E W A L L 1 2 0 - 2 7 7 3 0 0 0 4 0 0 0 L I T H O N I A C L X - L 4 8 - 3 0 0 0 L M - S E F - R D L - M V O L T - G Z 1 0 - 4 0 K - 8 0 C R I F8 E X I T S I G N WA L L O R CE I L I N G 12 0 - 2 7 7 N / A N / A L I T H O N I A L H Q M - L E D - G - H O R O F9 1 X 4 S U R F A C E F I X T U R E S U R F A C E 1 2 0 - 2 7 7 4 0 0 0 4 0 0 0 L I T H O N I A XV M L L 4 8 5 0 0 0 L M 4 0 K 8 0 C R I 1. R E F E R T O D R A W I N G S F O R F I X T U R E S R E Q U I R E D T O H A V E 0- 1 0 V O R S T E P - L E V E L D I M M I N G C O N T R O L . P R O V I D E F I X T U R E( S ) W I T H L E D D R I V E R ( S ) A N D R E Q U I R E D DI M M I N G / S W I T C H - L E G C O N D U C T O R S B E T W E E N S W I T C H ( E S ) A N D F I X T U R E ( S ) T O P R O V I D E C O N T R O L A S I N D I C A T E D O N D R A WI N G S . 2. F I X T U R E T O B E C O N T I N U O U S R O W M O U N T E D , L E N G T H A S IN D I C A T E D O N D R A W I N G S . P R O V I D E R E Q U I R E D A C C E S S O R I E S /C O N N E C T O R S F O R C O N T I N U O U S R O W M O U N T I N G . 3. S C B A - S T A N D A R D C O L O R B Y A R C H I T E C T / O W N E R ( C O O R D I N AT E C O L O R W I T H A R C H I T E C T / O W N E R P R I O R T O O R D E R I N G . ) 4. F I E L D A D J U S T P E N D A N T L E N G T H A S R E Q U I R E D , V E R I F Y LE N G T H W I T H C O U N T E R A S D I R E C T E D B Y A R C H I T E C T . 5. R E F E R T O A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S F O R P L AC E M E N T A N D M O U N T I N G H E I G H T O F F I X T U R E S . 6. S U F F I X " E " D E N O T E S A F I X T U R E S U P P L I O E D W I T H A B A TT E R Y B A C K E D E M E R G E N C Y D R I V E R . C O N T R O L F I X T U R E W I T H S U R R O U N D I N G F I X T U R E S U N D E R N O R M A L C O N D I T I O N S . 7. C O N N E C T A L L E X I T S I G N S T O U N S W I T C H E D L E G O F L I G H TI N G C I R C U I T . LI G H T F I X T U R E S C H E D U L E N O T E S : 1. P R O V I D E 0 - 1 0 V D I M M I N G C O N D U C T O R S ( G R E Y & V I O L E T ) B E T W E E N D E V I C E A N D L I G H T F I X T U R E ( S ) F O R D I M M I N G A S I N D I C A T E D O N D W G S . 2. R O U T E A S S O C I A T E D R O O M L T G C I R C U I T T H R O U G H R E L A Y FO R C O N T R O L , P R O V D E 0 - 1 0 V D I M M I N G A N D L O W V O L T A G E C ON N E C T I O N S A S IN D I C A T E D O N D R A W I N G S A N D D E T A I L S . 3. D E V I C E C O L O R S H A L L M A T C H W I R I N G D E V I C E S ; R E F E R T O S P E C I F I C A T I O N S . 4. M O U N T D E V I C E T O B O T T O M O F S T R U C T U R E . 5. P R O V I D E P O W E R P A C K F O R S Y S T E M O P E R A T I O N nL I G H T L I G H T I N G C O N T R O L S C H E D U L E N O T E S : nL I G H T L I G H T I N G C O N T R O L S C H E D U L E G E N E R A L N O T E S : • E . C . S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A L L L I G H T IN G C O N T R O L C O M M I S S I O N I N G / P R O G R A M M I N G O F A L L n L I G H T C O M P O N E N T S . T H E CO M M I S S I O N I N G / P R O G R A M M I N G S H A L L B E D O N E B Y A n L I G H T C E R T I F I E D T E C H N I C I A N . • E . C . S H A L L N O T I F Y O W N E R 1 - W E E K P R I O R T O C O M M I S S I O NI N G / P R O G R A M M I N G O F T H E S Y S T E M S O T H A T T H E O W N E R C A N P R O V I D E RE P R E S E N T A T I V E S D U R I N G T H E C O M M I S S I O N I N G / P R O G R A M M I N G P E R I O D . LI G H T I N G C O N T R O L ( n L I G H T ) S Y S T E M S C H E D U L E TY P E D E S C R I P T I O N M F G R . C A T A L O G # N O T E S CE I L I N G S E N S O R S nD 1 D U A L - T E C H N O L O G Y , S M A L L M O T I O N , C E I L I N G OC C U P A N C Y S E N S O R W / A U T O D I M M I N G C O N T R O L PH O T O C E L L SE N S O R S W I T C H n C M - P D T - 9 - R J B - AD C X WA L L S W I T C H E S nA n L I G H T A I R O N / O F F / D I M S E N S O R S W I T C H R P O D B - D X - C B A - G2 3 nD C n L I G H T O N / O F F P U S H B U T T O N W / D I M M I N G S E N S O R S W I T C H n PO D M - D X 3 , 5 LI G H T I N G C O N T R O L / O C C U P A N C Y S E N S O R S C H E D U L E TY P E D E S C R I P T I O N MFGR. C A T A L O G # N O T E S WA L L S E N S O R S WP 1 P A S S I V E - I N F R A R E D , 1 - P O L E , N E U T R A L R E Q U I R E D S E N S O R SWITCH W S X - P D T 2 1. P R O V I D E A D D I T I O N A L P O W E R P A C K S ; S E N S O R S W I T C H P P 20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. D E V I C E C O L O R S H A L L M A T C H W I R I N G D E V I C E S ; R E F E R T O SPECIFICATIONS. 3. R E F E R T O M A N U F A C T U R E R D O C U M E N T A T I O N F O R Q T Y A N D SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENS OR(S) AND PO W E R / R E L A Y P A C K S . 4. P R O V I D E S E C O N D A R Y R E L A Y P A C K ; S E N S O R S W I T C H S P 2 0 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTU RES. 5. P R O V I D E 0 - 1 0 V D I M M I N G C O N D U C T O R S ( G R A Y & V I O L E T ) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONT ROL. 6. P R O G R A M O N / O F F T I M E S O F R E L A Y ' S A S D I R E C T E D B Y O WNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW. 7. C U S T O M W A L L S T A T I O N E N G R A V I N G S I S R E Q U I R E D F O R W ALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED W ITH OWNER AFTER PR O G R A M I N G O F S Y S T E M . CO N T R O L & O C C U P A N C Y S E N S O R S C H E D U L E N O T E S : • E . C . S H A L L B E R E S P O N S I B L E F O R T H E P R O G R A M M I N G / C O M MISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCT ION AS INDICATED ON TH E D R A W I N G S A N D S H A L L I N C L U D E A L L R E Q U I R E D C O S T I N THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET- PO I N T S S H A L L B E C O O R D I N A T E D W I T H T H E O W N E R F O R E A C H AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PR O G R A M M I N G / C O M M I S S I O N I N G S H A L L B E D O N E B Y A F A C T O RY CERTIFIED OR TRAINED PERSON. • L I G H T I N G I S S P A C E S W I T H W I R E L E S S C O N T R O L S S H A L L B E FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFA CTORY TO THE OWNER DU R I N G P R O G R A M M I N G A N D C O M M I S S I O N I N G O F T H E W I R E L E S S CONTROL SYSTEM. GE N E R A L L I G H T I N G C O N T R O L N O T E S : SC A L E : 1 / 8 " = 1 ' - 0 " 3 SH I P P I N G W A R E H O U S E L I G H T I N G P L A N - A L T 16 ' 8' 0" NO R T H 1. NM CABLE IS ACCEPTABLE WHERE EVER ALLOWED BY COD E 2. DATA CABLING MAY BE INSTALLED ON J-HOOKS, INSTAL L CONDUIT FROM WALL SPACE TO J-HOOKSGENERAL CONSTRUCTION NOTES:NO. D E S C R I P T I O N D A T E 1 V E 1 1 / 1 2 / 2 0 1 1 QO (2 ) 5 0 A / 2 P (4 ) 2 0 A / 1 P (1 2 ) S P A C E QO 1 0 0 A M B (3 ) 2 0 A / 2 P (1 ) 7 0 A / 2 P (1 ) 5 0 A / 2 P (1 5 ) 2 0 A / 1 P QO 2 0 0 A M B CO N T A C T O R QO 2 0 0 A M B 40 0 A S T A R T E R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 1 1 1 1 A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 ALL EXISTING ELECTRICAL EQUIPMENT WITHIN THIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. W HEN EXISTING SWITCH BOXES OR OUTLET BOXES FALL WITHIN O R VERY NEAR NEW OUTLET/SWITCH LOCATIONS. ELECTRICAL CONTRA CTOR MAY UTILIZE EXISTING ROUGH-IN, ETC. IN LIEU OF INST ALLING NEW.ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN 2 DISCONNECT AND REMOVE EXISTING PANELS AND SERVICE DISCONNECT PROVIDE NEW AS SHOWN. SC A L E : 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R - E X I S T I N G SC A L E : 1 / 8 " = 1 ' - 0 " 2 SE C O N D F L O O R - E X I S T I N G 16' 8' 0" 16' 8' 0" 8270 S T AT E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E 11-12-2020 1 1 / 1 3 / 2 0 2 0 9 : 2 6 : 1 1 A M EXISTING PLANASB Annex RemodelCIVILDyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd.Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 E1.0©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering,Inc.1823 E. Center St.Pocatello, ID 83201 10569NORTHNORTHA. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERW ISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVE D. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHI N OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECT RICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS.B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES.C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED.D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SH ALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTUR AL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC.E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCO NNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER.F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOL ITION, DETAILS, ETC.G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR N EW WORK.H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEN D AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNST REAM EQUIPMENT TO REMAIN.I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFI CATION OF EXISTING CIRCUITS OR WIRING.J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANIC AL EQUIPMENT TO BE REMOVED OR RELOCATED.K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS.L. CONTRACTOR TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS.M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITIO N AND COMPLIES WITH SPECIFICATIONS.N. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE N EW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS.O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS.GENERAL NOTES:1. E.C. SHALL VISIT THE SITE AND OBSERVE EXISTING C OMPONENTS AND CONDITIONS. INCLUDE THESE CONDITIONS IN THE BAS E BID. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLIN G CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERE D TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. SPECIAL DEMOLITION NOTES:NO. D E S C R I P T I O N D A T E M M S S S T T F F F M I I I I I I E E E E F F C R CRIIIIM F T F J Wa r e h o u s e 11 0 Sh i p p i n g W o r k r o o m 10 9 Br e a k R o o m 10 8 S/ R O f f i c e 10 7 Di r . O f f i c e 10 6 Ma i l S e r v . 10 5 Cu s t o d i a l 10 2 Re s t r o o m 10 3 Re s t r o o m 10 4 Lo a d i n g D o c k 11 0 A Su r p l u s 10 1 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 "48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48"48"48"48"48" 48 " 48 " 42 " 42 " 42 " 48 " 48 " 48 " 48 " AC R T -1 R T -2 E F -1 c E F -1 b E F -1 a 'A' B -2,4 , 6 A -4,6 A -1,3 , 5 B -7,9 , 1 1 B -8,1 0 B -12 (O N R O O F ) WP B -5 B -13 , 1 5 1 TO RT - 1 A -10 B -23 WP WP WP WP 3D -4 3D -4 3D -4 3D -4 2D -3 2D -3 2D -3 2D -3 2D -3 2D -3 2D -3 2D -3 3D -4 3D -4 3D -4 B -17 , 1 9 B -16 , 1 8 IT C l o s e t 10 0 B -14 B -21 2 2 TO RT - 2 E F -1 d E F -2 MA I N S E R V I C E M E T E R & DI S C O N N E C T S E E P O W E R R I S E R 2 # 1 0 + G N D 'C O M M / A C C E S S CO N T R O L BO A R D ' SE E D E T A I L B -20 3 'B ' WP B -25 A -8 6" 3/ 4 " C . , 1 # 6 B . C . G R N D . CO N N E C T T O B L D G . G R O U N D SY S T E M FI N I S H F L O O R TY P I C A L C O N D U I T S O U T T O V O I C E / DA T A O U T L E T S . S E E P L A N F O R SI Z E , E T C . ( T Y P I C A L T O P & O R BO T T O M O F B O A R D ) 4' X 8 ' X 3 / 4 " P L Y W O O D PR I M E & P A I N T W / T W O CO A T S G R E Y E N A M E L (I N S T A L L O N W A L L S A S IN D I C A T E D O N P L A N S ) AN C H O R S E C U R E L Y T O WA L L W / C O N S T . A D H E S I V E . DO U B L E - D U P L E X OU T L E T ( S ) P E R P L A N S 12 0 V C I R C U I T PE R P L A N S PU L L C O R D IN C O M I N G U T I L I T Y SE R V I C E C O N D U I T ( S ) WI T H I N S U L A T E D B U S H I N G . SE E S I T E P L A N F O R S I Z E & Q T Y GR O U N D B A R (S Q . D #P K 2 7 G T A ) TE L E P H O N E , D A T A , TV E Q U I P M E N T ( T Y P ) IN S T A L L I N S U L A T E D BU S H I N G O N A L L CO N D U I T E N D S . TY P T O P & B O T T O M UN I S T R U T A N C H O R TY P T O P & B O T T O M M PA N E L A MA I N L E V E L EX I S T I N G ME T E R T O RE M A I N EX I S T I N G M A I N BR E A K E R T O RE M A I N EX I S T I N G GR O U N D I N G TO R E M A I N PA N E L B (2 ) 2 " C . , 4 -#3 / 0 + G N D 1 1 / 2 " C . , 4 -#1 + G N D A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONTROL RECIRC. PUMP WITH AQUASTAT 2 VERIFY FORKLIFT VOLTAGE AND CONNECTION TYPE PRIOR TO ROUGH-IN.3 MAKE ALL REQUIRED CONNECTIONS TO DOCK LEVELER COORDINATE EXACT REQUIREMENTS WITH MANUFACTURE. SC A L E : 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R P O W E R P L A N 8270 S T AT E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E 11-12-2020 1 1 / 1 3 / 2 0 2 0 9 : 2 6 : 1 4 A M POWER/DATA PLANASB Annex RemodelCIVILDyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd.Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 E3.0©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering,Inc.1823 E. Center St.Pocatello, ID 83201 10569 SC A L E : 1 / 8 " = 1 ' - 0 " 2 ME Z Z A N I N E P O W E R P L A N - A L T . NORTH NO R T H 16 ' 8' 0" 16' 8' 0" SECURITY & ACCESS CONTROL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION CARD READER/KEYPAD LOCATION; UTILIZE 4SQ. BOX W/1-G ANG MUDRING AND 3/4"C. W/ PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE. CR E EXTERIOR SECURITY CAMERA: PROVIDE AND INSTALL A DATA JACK IN AN ACCESSIBLE LOCATION ON THE INSTIDE OF THE BUILDING NEAR THE CAMERA. AFTER CA MERA IS INSTALLED OR LOCATED BY OWNER CAREFULLY DRILL A SMALL HOLE JUS T LARGE ENOUGH FOR THE DATA CABLE. INSTALL AN OUTDOOR RATED PATCH CORD FROM CAMERA TO JACK. SEAL BUILDING AROUND CABLE. COORDINATE EXACT LO CATION WITH THE OWNER.CONNECTION TO DOOR FRAME FOR ACCESS CONTROL. PROVIDE (1)3/4"C W/PULLSTRING FROM DOOR TO NEAREST ACCESSSIBLE CEILING SPACE OR ACCESS CONTROL BOARD.• E.C. IS RESPONSIBLE FOR ROUGH-IN FOR ACCESS CONTROL SYST EM; EQUIPMENT AND CABLING TO BE PROVIDED AND INSTALLED BY OWNER. E.C. SHALL COORDINATE ROUGH-IN OF ACCESS CONTROL SYSTEM WITH BYU-I PRIOR TO ROUGH-IN.• E.C. IS RESPONSIBLE FOR ROUGH-IN, CABLING AND TERMINATION S FOR SECURITY CAMERA'S. CAMERAS WILL BE PROVIDED AND INSTALLED BY BYU-I. E.C. SHALL COORINATE LOCATIONS AND ROUGH-IN WITH BYU-I PRIOR TO WORK BEING DONE. GENERAL SECURITY & ACCESS CONTROL NOTES:FINDOOR SECURITY CAMERA: PROVIDE AND INSTALL A 4SQ BOX W/ 3/4" C., 1 CAT 6A CABLE TO IT ROOM. TERMINATE JACK ON THE CABLE FOR THE CAMERA. CAMERA TO MOUNT OVER BOX. COORDINATE EXACT ROUGH-IN W/ OWNER'S CAMER SPEC.I SC A L E : N O N E 3 CO M M / A C C E S S C O N T R O L B O A R D D E T A I L S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , L O C K - O U T T Y P E A = A R C - F A U L T B R E A K E R GP = G F E P D B R E A K E R L C P = C R K T T O B E R O U T E D T H R O U G H L T G C O N T R O L P A N E L BR K N O T E S : TO T A L E S T I M A T E D D E M A N D A M P S : 19 6 A TO T A L A M P S : 20 7 A 1 8 9 A 2 0 8 A TO T A L L O A D : 24 . 6 k V A 2 2 . 7 k V A 2 4 . 6 k V A 29 - - -- - - - - 1 1 6 9 6 0 1 2 0 A - - S P A R E 3 0 27 - - -- - - - - 8 9 0 6 0 1 2 0 A - - S P A R E 2 8 25 P A N E L B 12 5 A 3 1 0 7 4 5 0 1 2 0 A - - S P A R E 2 6 23 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 2 4 21 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 2 2 19 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 2 0 17 - - -- - - - - 5 4 7 6 0 1 2 0 A - - S P A R E 1 8 15 - - -- - - - - 5 4 7 6 0 1 2 0 A - - S P A R E 1 6 13 R T - 2 60 A 3 5 4 7 6 0 1 2 0 A - - S P A R E 1 4 11 - - -- - - - - 5 4 7 6 7 1 2 1 2 0 A L i g h t i n g - E x t e r i o r 1 2 9 - - -- - - - - 5 4 7 6 1 1 7 6 1 2 0 A O V E R H E A D D O O R 1 0 7 R T - 1 60 A 3 5 4 7 6 3 6 0 1 2 0 A R e c e p t a c l e ( A L T E R N A T E ) 8 5 R e c e p t a c l e 2 0 A 1 7 2 0 5 4 0 1 2 0 A R e c e p t a c l e 6 3 R e c e p t a c l e 2 0 A 1 1 0 8 0 5 4 0 1 2 0 A R e c e p t a c l e 4 1 R e c e p t a c l e 2 0 A 1 9 0 0 1 6 7 0 1 2 0 A L i g h t i n g 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T D E S C R I P T I O N C K T NO T E S : MF G & M O D E L : SQ . D / N Q S E R I E S DI M E N S I O N S : 20 " W x 5 . 8 " D x * " H FE E D : EN C L O S U R E : B U S S I N G : SE E S P E C ' S MB R A M P S : N/ A MO U N T I N G : SU R F A C E WI R E S : 4 PA N E L A M P S : 40 0 A FE D F R O M : P H A S E S : 3 PA N E L T Y P E : ML O A S B A n n e x R e m o d e l LO C A T I O N : Wa r e h o u s e 1 1 0 VO L T A G E : 12 0 / 2 0 8 W y e A. I . C . R A T I N G : 22 , 0 0 0 PR O J E C T : PA N E L : A PA Y N E E N G I N E E R I N G ME C H A N I C A L - R O O F T O P U N I T S C H E D U L E ID # V O L T S P H . M C A M O C P H P P A N E L C I R C U I T F E E D E R N O T E S RT 1 2 0 8 V 3 5 7 A 6 0 A 3 A 7 , 9 , 1 1 1 1 / 4 " C . , 4 - # 4 + 1 - # 1 0 G N D P ROVIDE W/ LOCAL DISCONNECT RT 2 2 0 8 V 3 5 7 A 6 0 A 3 A 1 3 , 1 5 , 1 7 1 1 / 4 " C . , 4 - # 4 + 1 - # 1 0 G ND P R O V I D E W / L O C A L DISCONNECT ME C H A N I C A L - E X H A U S T F A N S C H E D U L E ID # V O L T S P H . W A T T S P A N E L C I R C U I T C O N T R O L F E E D E R N O T E S EF 1 a 1 2 0 V 1 8 7 W B 1 W / L I G H T S 1 / 2 " C . , 2 - # 1 2 + G N D EF 1 b 1 2 0 V 1 8 7 W B 1 W / L I G H T S 1 / 2 " C . , 2 - # 1 2 + G N D EF 1 c 1 2 0 V 1 8 7 W B 1 W / L I G H T S 1 / 2 " C . , 2 - # 1 2 + G N D EF 1 d 1 2 0 V 1 8 7 W B 1 W / S W I T C H 1 / 2 " C . , 2 - # 1 2 + G N D EF 2 1 2 0 V 1 8 7 W B 3 W / C O O L I N G T H E R M O S T A T 1 / 2 " C . , 2 - # 1 2 + GND 1. R O U T E F A N C I R C U I T T H R O U G H 2 N D R E L A Y O F R O O M L I G H TI N G O C C U P A N C Y S E N S O R A N D S E T D E L A Y T O 3 0 M I N . 2. E . C . S H A L L P R O V I D E L O C A L D I S C O N N E C T S W I T C H F O R E QU I P M E N T ; S I Z E A N D T Y P E A S I N D I C A T E D I N S C H E D U L E . I F F U S E D D I S C O N N E C T I S SP E C I F I E D F O R E Q U I P M E N T , F U S E P E R E Q U I P M E N T N A M E P L A TE R A T I N G . 3. E . C . S H A L L P R O V I D E L O C A L D I S C O N N E C T R A T E D , T H E R M AL - O V E R L O A D S W I T C H F O R E Q U I P M E N T ; S W I T C H R A T I N G S H A LL NOT BE LESS THEN CI R C U I T B R E A K E R S U P P L Y I N G E Q U I P M E N T . 4. E Q U I P M E N T I S F A C T O R Y S U P P L Y E D W I T H D I S C O N N E C T A N D C O N V I E N E N C E O U T L E T ; E . C . S H A L L P R O V I D E A L L N E C E S S AR Y C O N N E C T I O N S . 5. I N D O O R U N I T I S P O W E R E D F R O M O U T D O O R U N I T ; C O O R D I NA T E E X A C T N U M B E R O F C O N D U C T O R S B E T W E E N U N I T S W I T H M.C. PRIOR TO RO U G H - I N . 6. P R O V I D E 1 / 2 " C O N D U I T A N D C O N D U C T O R S B E T W E E N F U R N AC E A N D C O R R E S P O N D I N G O U T D O O R C O N D E N S I N G U N I T . C O O R DINATE SIZE AND NU M B E R O F C O N D U C T O R S W I T H M . C . P R I O R T O R O U G H - I N . P RO V I D E C O N N E C T I O N B E T W E E N F U R N A C E A N D A S S O C I A T E D O U TSIDE AIR MO T O R I Z E D D A M P E R , C O O R D I N A T E W I T H M . C . 7. E . C . S H A L L P R O V I D E C O M B I N A T I O N S T A R T E R / D I S C O N N E C T S W I T C H F O R E Q U I P M E N T ; S I Z E A N D T Y P E A S I N D I C A T E D IN S C H E D U L E . P R O V I D E WI T H C O N T R O L X F M R ( 2 ) S E T S O F N O / N C C O N T A C T S , C O N T R OL S W I T H M . C . P R I O R T O R O U G H - I N . F U S E D I S C O N N E C T P E R EQUIPMENT NA M E P L A T E R A T I N G . ME C H A N I C A L S C H E D U L E N O T E S : SC A L E : N O N E 4 PO W E R R I S E R D I A G R A M S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , LOCK-OUT TYPE A = A R C - F A U L T B R E A K E R GP = G F E P D B R E A K E R L C P = C R K T T O B E R O U T E D T H R O U G H L T G CONTROL PANEL BR K N O T E S : TO T A L E S T I M A T E D D E M A N D A M P S : 88 A TO T A L A M P S : 92 A 7 4 A 1 0 0 A TO T A L L O A D : 10 . 7 k V A 8 . 9 k V A 1 1 . 7 k V A 29 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 3 0 27 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 2 8 25 R e c e p t a c l e 2 0 A 1 9 0 0 0 1 2 0 A - - S P A R E 2 6 23 O V E R H E A D D O O R 2 0 A 1 1 1 7 6 0 1 2 0 A - - S P A R E 2 4 21 O V E R H E A D D O O R 2 0 A 1 1 1 7 6 0 1 2 0 A - - S P A R E 2 2 19 - - -- - - - - 4 0 0 0 5 0 0 1 2 0 A D O C K L E V E L E R 2 0 17 E q u i p m e n t 2 0 A 2 4 0 0 0 4 0 0 0 - - - - - - - - 18 15 - - -- - - - - 0 4 0 0 0 2 2 0 A E q u i p m e n t 1 6 13 W a t e r H e a t e r 3 0 A 2 0 3 6 0 1 2 0 A R e c e p t a c l e 1 4 11 R e c e p t a c l e 2 0 A 1 7 2 0 1 8 0 1 2 0 A G R e c e p t a c l e - D r i n k i n g Fountain 1 2 9 R e c e p t a c l e 2 0 A 1 9 0 0 9 0 0 1 2 0 A R e c e p t a c l e 1 0 7 R e c e p t a c l e 2 0 A 1 1 4 2 8 1 0 8 0 1 2 0 A R e c e p t a c l e 8 5 R e c e p t a c l e 2 0 A 1 9 0 0 7 2 0 1 2 0 A R e c e p t a c l e 6 3 L i g h t i n g 20 A 1 1 0 7 1 9 0 0 1 2 0 A R e c e p t a c l e 4 1 L i g h t i n g 20 A 1 1 7 6 4 7 2 0 1 2 0 A R e c e p t a c l e 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T DESCRIPTION C K T NO T E S : MF G & M O D E L : SQ . D / N Q S E R I E S DI M E N S I O N S : 20 " W x 5 . 8 " D x * " H FEED: EN C L O S U R E : B U S S I N G : SE E S P E C ' S MBR AMPS:N/A MO U N T I N G : FL U S H WI R E S : 4 PANEL AMPS:125 A FE D F R O M : A PH A S E S : 3 PANEL TYPE:MLO A S B A n n e x R e m o d e l LO C A T I O N : Br e a k R o o m 1 0 8 VO L T A G E : 12 0 / 2 0 8 W y e A.I.C. RATING:10,000 PROJECT: PA N E L : B PAYNE ENGINEERING1. NM CABLE IS ACCEPTABLE WHERE EVER ALLOWED BY COD E 2. DATA CABLING MAY BE INSTALLED ON J-HOOKS, INSTAL L CONDUIT FROM WALL SPACE TO J-HOOKSGENERAL CONSTRUCTION NOTES:NO. D E S C R I P T I O N D A T E 1 V E 1 1 / 1 2 / 2 0 1 1 1