FIREFLY PARK PAVILION NIBLEY CITY Pavilion Architectural.pdf · a1.1 main floor + roof plan a2.1 elevations s0.1 cover sheet s0.2 general structural notes s0.3 gsn / special inspections

PROJECT LOCATION

VICINITY MAP

DESIGN BY:

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CHECKED BY:

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COVER SHEET

G0.1

PE

RM

IT S

ET

FIREFLY PAR

K PAVILION

NIBLEY C

ITY 119127

FIREFLY PARK PAVILION

800 WEST NIBLEY PARK AVE.NIBLEY, UTAH 84321

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SCALE : NONE G0.12ISO VIEW SHEET INDEX

Sheet Number Sheet NameG0.1 COVER SHEETA3.1 SECTIONSA1.1 MAIN FLOOR + ROOF PLANA2.1 ELEVATIONSS0.1 COVER SHEETS0.2 GENERAL STRUCTURAL NOTESS0.3 GSN / SPECIAL INSPECTIONSS1.1 FOUNDATION + FRAMING PLANS5.1 FND. SCHED./ TYP. DTL'SS5.2 DETAILS

M/P 1.1 MECHANICAL/ PLUMBING PLANE1.1 ELEC. PLAN

Rev. # Rev. Date Rev. Desc.

1 2

A

C

3 4

B

102103

51' - 1 3/4"

16' - 1 3/4" 15' - 0" 20' - 0"

30' -

0"

9' - 0

"21

' - 0"STORAGE

TOILET TOILET

1A3.1

2A3.1

ADA ACCESIBLE DRINKING FOUNTAIN

WH

HTR 109

12'x12' ROLL-UP, INSULATED OHD, TYP.

3' - 2"

20' - 0"

3' - 2"

EQ EQ

EQEQ

107 108

106

105 104

101

3

A3.1

4

A3.1

5

A3.1

1 2

A

C

3 4

B

4.00

:12

4.00

:12

RIDGE

1A3.12

A3.1

3' - 1

1 7/

8" O

VERH

ANG,

TYP

.

DESIGN BY:

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MAIN FLOOR +ROOF PLAN

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FIREFLY PAR

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NIBLEY C

ITY 119127

SCALE : NONE A1.11F.F. MAIN

SCALE : NONE A1.12ROOF PLAN

NOTES:

1. EXTERIOR WALLS SHALL BE 8" CONCRETE. 2. PLUMING WALLS SHALL BE 2x6 WOOD

STUDS AT 16" O.C. W/ 1/2" PLYWOOD EACH SIDE .

3. INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 16" O.C. W/ 1/2" PLYWOOD EACH SIDE .

4. FLOOR FINISH AT TOILET ROOMS AND STORAGE ROOMS SHALL BE STAINED, SMOOTH CONCRETE.

5. FLOOR FINISH AT PAVILION SHALL BE STAINED, STAMPED, CONCRETE.

6. PROVIDE ACCESSIBLE DRINKING FOUNTAIN.

GENERAL NOTES:

1. DIMENSIONS ARE TO FACE OF FOUNDATION AT EXTERIOR WALLS AND TO FACE OF GYPSUM BOARD AT INTERIOR WALLS.

2. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATED DISCREPANCIES WITH ENGINEER.

3. DO NOT SCALE DRAWINGS. 4. SEE CIVIL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

5. SEAL ALL CRACKS AROUND WINDOWS, DOORS, FOUNDATION PLATES TO CONCRETE, AND ANY OPENING NOT COVERED WITH GENERAL INSULATION SYSTEM, USE AN EXPANDABLE FOAM SYSTEM.

DOOR SCHEDULE

Mark Width Height Comments

101 7' - 0" 8' - 0"102 3' - 0" 7' - 0"103 3' - 0" 7' - 0"104 12' - 0" 8' - 0"105 12' - 0" 8' - 0"106 12' - 0" 8' - 0"107 12' - 0" 8' - 0"108 12' - 0" 8' - 0"109 6' - 0" 6' - 8"


T.O.F.97' - 0"

TRUSS BEARING112' - 1 1/2"

12

F.F. MAIN100' - 0"

34

12A3.1

WD. COL. - SEE STRUC.

CONC. PIER - SEE STRUC.

CEDAR SHAKES

STONE VENEER

----

----

MATCH TO EXST. CUPOLA

STONE VENEER

ROLL-UP DOOR- SEE PLAN

ROLL-UP DOOR - SEE PLAN

T.O.F.W.6100' - 6"

T.O.F.97' - 0"


1 2

F.F. MAIN100' - 0"

3 4

12A3.1WD. COL.

- SEE STRUC.

STONE VENEERCONC. PIER - SEE STRUC.

CEDAR SHAKES

STONE VENEER

MATCH TO EXST. CUPOLA

ROLL-UP DOOR - SEE PLAN

T.O.F.W.6100' - 6"

T.O.F.97' - 0"


A C

F.F. MAIN100' - 0"

B

WD. COL. - SEE STRUC.

CEDAR SHAKES

STONE VENEER

A2.14

TYP.

VENT (5 SF) EA. SIDE

VENTED SOFFIT, TYP.

T.O.F.W.6100' - 6"

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ELEVATIONS

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FIREFLY PAR

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SCALE : NONE A2.12REAR ELEAVTION

SCALE : NONE A2.11FRONT ELEVATION

SCALE : NONE A2.13TYPICAL END ELEVATION


SCALE : NONE A2.14TYP. WALL ELEV.

T.O.F.97' - 0"


AC

F.F. MAIN100' - 0"

B

STORAGETOILET

T.O.F.W.6100' - 6"

T.O.F.97' - 0"


AC

F.F. MAIN100' - 0"

B

PAVILLION

T.O.F.W.6100' - 6"

ROOF TRUSS

2X6 WOOD FASCIA

WOOD BEAM

1/2" PLYWOOD ROOF SHEATHING

VENTED AND SCREENED WOOD SOFFIT

4' - 0"

WD. COL. -SEE PLAN

SLOPE TOP OF PIER @ 2%, MIN.

CONC. PIER -SEE PLAN

CONC. FTG. -SEE PLAN & SCHED.

FG

FG

R-49 ATTIC INSULATION

CONC. FTG.

CONC. SLAB

REFINISHED HARDBOARD SIDING

STONE VENEER


R-21 INSULATION @ FIRRING

CONC. WALL - SEE PLAN

3/4" RIGID FOAM INSULATION

8" 8"

ROOF TRUSS

2X6 WOOD FASCIA

1/2" PLYWOOD ROOF SHEATHING


R-49 ATTIC INSULATION

34" M

AX.

ACCESSIBLE SINK -INSULATION REQ'D. ON ALL EXPOSED PLUMBING HARDWARE

18" M

IN.

39" -

41"

27"

15" M

IN.

GRAB BAR (BEYOND)

ADA ACCESSIBLE TOILET W/ RAISED & ELONGATED BOWL

TOILET PAPER DISPENSER

POWERED AIR DRYER

CONC. FTG.

CONC. SLAB

REFINISHED HARDBOARD SIDING

R-21 INSULATION @ FIRRING

CONC. WALL - SEE PLAN

3/4" RIGID FOAM INSULATION

8" 6"

BN

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SECTIONS

A3.1

FIR

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FIREFLY PAR

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SCALE : NONE A3.11BUILDING SECTION A

SCALE : NONE A3.12BUILDING SECTION B

SCALE : NONE A3.13WALL SECTION 1


SCALE : NONE A3.18BATHROOM ELEVATION 1

SCALE : NONE A3.112BATHROOM ELEVATION 2



ABBREVIATIONS

AB ANCHOR BOLTABV ABOVEACI AMERICAN CONCRETE INSTITUTEA/E ARCH. AND/OR ENGR.AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEELADD ADDITIONALADDM ADDENDUMAGG AGGREGATEAISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONALT ALTERNATEAPPLIC APPLICABLEAPPROX APPROXIMATEARCH ARCHITECTASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALSBLDG BUILDINGBLW BELOWBM BEAMBN BOUNDARY NAILINGBTM BOTTOMBRG BEARINGBRK BRICKC CAMBERCALC CALCULATIONSCANT CANTILEVEREDCD CONTRACT DOCUMENTS/

CONTRACT DRAWINGSCJ CONTROL/CONST. JOINTCJP COMPLETE JOINT PENETRATIONCL CENTER LINECLR. CLEARCMU CONC. MAS. UNITCO CLEAN OUTCOL. COLUMNCOMP. COMPONENTSCONC CONCRETECONF CONFIGURATIONCONTR CONTRACTORCOORD COORDINATECTR CENTERd PENNY NAILDB DECK BEARINGDBL DOUBLEDBA DEFORMED BAR ANCHORDBE DECK BEARING ELEV.DEFL DEFLECTIONDEG DEGREEDTL DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOAD (ASD, UNO)DN DOWNDR DRAINDTL DETAILDWG DRAWINGDWL DOWELE MODULUS OF ELASTICITYEA EACHEF EACH FACEEJ EXPANSION JOINT

(SEISMIC SEPERATION)ELEC ELECTRICALELEV. ELEVATIONE.N. EDGE NAILINGE.O.R. ENGR. OF RECORDENGR. ENGINEER EQUIP EQUIPMENTESR ENGINEERING STANDARD

REFERENCE (DOCUMENT)EQ. EQUALEW EACH WAYEXT. EXTERIOR(E)/EXIST. EXISTING(F) FUTUREFD FLOOR DRAINFF FINISHED FLOORFG FINISHED GRADEFLR FLOORFLEX FLEXURALFND FOUNDATIONFP FULL PENETRATIONFS FAR SIDEFRMG FRAMINGFT FOOTFTG FOOTINGGA GAUGEGALV GALVANIZEDGLB GLU-LAMINATED BEAMGR GRADEGB GRADE BEAMGSN GENERAL STRUC. NOTESGYP GYPSUMHB HOR'Z BRIDGINGHD HOLD DOWNHOR'Z HORIZONTALHSA HEADED STUD ANCHORHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTI MOMENT OF INERTIAIBC INTERNATIONAL BUILDING CODEIF INSIDE FACEICBO INTERNATIONAL CONFERENCE

OF BUILDING OFFICIALSICC INTERNATIONAL CODE COUNCILID INSIDE DIAMETERIEBC INTERNATIONAL EXISTING BUILDING

CODEIN INCHINT INTERIORIRC INTERNATION RESIDENTIAL CODEJBE JOIST BEARING ELEV.JT JOINTk/KIP 1,000 LBS.KLF KIP PER FOOTL ANGLEld DEVELOPMENT LENGTHLAT LATERALLBS POUNDSLF LINEAL FOOTLFRS LAT. FORCE RESISTING SYSTEM

LHS LEFT HAND SIDELL LIVE LOAD (ASD, UNO)LLH LONG LEG HOR'ZLLV LONG LEG VERT.LN LINELT LIGHTLSL LAMINATED STRAND LUMBERLSLT LONG SLOTTEDLVL LAMINATED VANEER LUMBERLWC LIGHT WEIGHT CONCRETEMAS MASONRYMAX MAXIMUMMB MACHINE BOLTMCJ MASONRY CONTROL JOINTMECH MECHANICALMEP MECHANICAL, ELECTRICAL,

PLUMBINGMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMONO MONOLITHICMSJC MASONRY STANDARDS

JOINT COMMITTEEMTL METAL(N) NEWNA NOT APPLICABLENGVD NATIONAL GEOGRAPHIC VERTICAL

DATUMNIC NOT IN CONTRACT/SCOPENS NEAR SIDENTS NOT TO SCALENWC NORMAL WEIGHT CONCRETEOAE OR APPROVED EQUALOC ON CENTER SPACINGOD OUTSIDE DIA.OF OUTSIDE FACEOPNG OPENINGOPP OPPOSITE/ OPP. HANDOSB ORIENTED STRAND BOARDOWSJ OPEN WEBBED STEEL JOISTOWWJ OPEN WEBBED WOOD JOISTPAR'L PARALLELPCF POUNDS PER CUBIC FOOTPEN PENETRATIONPER PERIODICPERP PERPENDICULARPJP PARTIAL JOINT PENETRATIONPL PLATEPLF PER LINEAR FOOTPLUM PLUMBINGPMB PREMANUFACTURED METAL

BUILDINGPNL PANELPNT POINTPSF LBS. PER SQUARE FOOTPSI LBS. PER SQUARE INCHPT POST TENSIONEDQA QUALITY ASSURANCEQC QUALITY CONTROLQTY QUANTITYRAD RADIUSRD ROOF DRAINRECT RECTANGULARREINF REINFORCING/REINFORCEDREQ'D REQUIREDRET RETAININGREV REVISION/REVISEDRF ROOFRFI REQUEST FOR INFORMATIONRHS RIGHT HAND SIDERST ROUGH SAWN TIMBERRTU ROOF TOP UNITSCHED SCHEDULESDS SELF DRILLING SCREWSSECT SECTIONSER STRUC. ENGR. OF RECORDSF SQUARE FOOT (FEET)SGL SINGLESHT/ SHEETSHEATH SHEATHING/SHEETINGSI SPECIAL INSPECTIONSIM SIMILARSL SNOW LOADSOG SLAB ON GRADESPA SPACINGSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSLT SHORT SLOTTEDSTAG STAGGEREDSTIFF STIFFENERSTIR STIRRUPSTD STANDARDSTL STEELSTRUC STRUCTURE

STRUCTURALSYM SYMETRICT&B TOP & BOTTOMT&G TONGUE & GROOVE TEMP TEMPERATURETHRU THOUGHTL TOTAL LOAD (ASD, UNO)T.O. TOP OF(elevation)T.O.B. TOP OF BEAMT.O.C. TOP OF CONCRETET.O.D. TOP OF DECKT.O.F. TOP OF FTGT.O.G. TOP OF GIRDERT.O.M. TOP OF MASONRYT.O. PAR TOP OF PARAPETT.O.S. TOP OF STLT.O.W. TOP OF WALLTS TUBE STEELTYP TYPICALTWS THREADED WELDED STUDU.N.O. UNLESS NOTED OTHERWISEVERT VERTICALVOL VOLUMEW/ WITHWF WIDE FLANGEW/O WITHOUTWL WIND LOADWP WORK POINTWT WEIGHTWWF WELDED WIRE FABRICXB CROSS BRACEXS EXTRA STRONGXXS DOUBLE EXTRA STRONG(#) NUMERICAL QUANTITY

PLAN MARKSBF# BRACED FRAMEBM# BEAMCB# CONCRETE BEAMCC# CONCRETE COLUMNCJ# CONC. JOISTCL# CONC. LINTELCP# CONC. PIERCS# CONC. SLABCW# CONC. WALLDP# DRILLED PIER FC# CONTINUOUS FTG.FM# MAT FTG.FR#-# RECT. FTG.FS# SQUARE FTG.FT# THICKENED SLAB FTG.FW# FND. WALL

GB# GRADE BEAMLS# LAT. STRAPLP# LAT. PLATEMC# MASONRY COLUMNMF# MOMENT FRAMEMJ# MASONRY JAMBML# MASONRY LINTELMP# MASONRY PIERMW# MASONRY WALLRW# RETAINING WALLBP# BASE PLATESC# STL. COLUMNSW# SHEAR WALLPB# PANEL BLOCKPL# STEEL CAP PLATEWD# WOOD DIAPHRAGM

OWNER CERTIFICATION

I CERTIFY THAT I HAVE READ THE NOTES ON THESE DRAWINGS AND THAT I UNDERSTAND MY ROLE AND RESPONSIBILITY IN THE CONSTRUCTION PROCESS, PARTICULARLY RELATED TO STRUCTURAL OBSERVATIONS.

____________________________________________ OWNER SIGNATURE

____________________________________________ OWNER NAME PRINTED

______________________________ / _____________COMPANY NAME (IF APPLIC.)/DATE

CONTRACTOR CERTIFICATIONI CERTIFY THAT I HAVE READ THE NOTES ON THESE DRAWINGS AND THAT I UNDERSTANDMY ROLE AND RESPONSIBILITY IN THE CONSTRUCTION PROCESS, PARTICULARLYRELATED TO: STRUCTURAL OBSERVATIONS. SPECIAL INSPECTIONS MEANS & METHODS DEFERRED SUBMITTALS SUBMITTALSANY DISCREPENCY FOUND HAS BEEN BROUGHT TO THE ATTENTION OF THE E.O.R. AND/ORARCHITECT.

____________________________________________ CONTRACTOR SIGNATURE

____________________________________________ CONTRACTOR NAME PRINTED

______________________________ / _____________ COMPANY NAME (IF APPLIC.)/DATE

LEGEND OF SYMBOLS (WOOD)

HDU

POSTDEPRESSED FND. WALL W/ POUR -OVER SLAB

LEVEL NAME

FTG. STEP

SHEAR WALL-SEE SCHED.MIN. LENGTH OF SHEAR WALL-SEE ARCH.

TOP OF FND. WALL OR COL. PIER ELEV.

SHEET NUMBER

TOP OF FTG. ELEV.

SECTION MARK

FTG. MARK

HDU - SIMPSON HOLD DOWN TYPE & SIZE. POST - SIZE OF END POST CONNECTED TO HOLD DOWN ((2) 2x MIN.).

SYSTEMS & COMP. WHICH ARE PART OF THE LFRS AND HAVE ADD. REQ'D SPEC. INSP. CONSIDERATIONS.

TYP. HD = SIMPSON HDU2 W/ (2) 2x END POST - SEE TYP. DTLS TYPICAL CONFIGURATION OF HD.

S S

L

HAND/GUARD RAIL

XXXXXX

COL. SIZE

PIER / BASE PL MARK

WOOD BEAM

L

L

OPENING

STEP IN SLAB / CHANGE IN ELEVATION

x"

NEW CONC WALLCW#

BM#

SEISMIC STRAP

WD. SHEAR WALL

(XXX/XXX) TOTAL LOAD/ LIVE LOAD IN PLF, ASD

OVERBUILD

ELEV.

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COVER SHEET

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STRUCTURAL SHEET INDEXSHEET # SHEET NAME

S0.1 COVER SHEETS0.2 GENERAL STRUCTURAL NOTESS0.3 GSN / SPECIAL INSPECTIONSS1.1 FOUNDATION + FRAMING PLANS5.1 FND. SCHED./ TYP. DTL'SS5.2 DETAILS

NOTE:SEE GSN FOR MODEL NOTES

SCALE : NONE S0.11FRONT VIEW 3D

SCALE : NONE S0.12REAR VIEW 3D REVISION SCHEDULE

REV. # REV. DATE SHEET # SHEET NAME


05/22/2020

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GENERALSTRUCTURALNOTES

S0.2

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05/22/2020

GENERAL STATEMENT OF SPECIAL INSPECTIONS

1. WHERE APPLICATION IS MADE FOR CONSTRUCTION, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC 2018. THESE INSPECTIONS ARE IN ADDITION TO THOSE IDENTIFIED IN SECTION 110.

2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUALITIES. THE SPECIAL INSPECTION AGENCY SHALL ALSO COMPLY WITH IBC CHAPTER 17.

3. ALL MATERIALS INSPECTIONS & TESTS IDENTIFIED IN THE SPECIAL INSPECTION TABLES AND GENERAL STRUCTURAL NOTES ARE TO COMPLY WITH THE REFERENCES AND STANDARDS LISTED IN THE TABLES IN IBC, CHAPTERS 17, 35 & ELSEWHERE IN THIS CODE.

4. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS ARE AS SPECIFIED IN THE INDIVIDUAL SPECIAL INSPECTION TABLES AND PROJECT SPECIFICATIONS.

5. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE ARE REQUIRED FOR THE FOLLOWING (SEE PLAN FOR SEISMIC DESIGN CATEGORY):a. THE SEISMIC-FORCE-RESISTING SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY

C, D, E OR F. b. DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F. c. ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS IN STRUCTURES

ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F AS STATED IN IBC CHAPTER 17.6. REPORTS OF FINDINGS OR DISCREPANCIES SHALL BE NOTED AND FORWARDED TO THE CONTRACTOR,

ARCHITECT, ENGINEERS, AND BUILDING OFFICIAL IN A TIMELY MANNER. 7. STRUCTURAL OBSERVATION VISITS SHALL BE PERFORMED BY A REPRESENTATIVE OF DRI IN ACCORDANCE

WITH THE CONTRACT AS NEEDED TO OBSERVE THE CONSTRUCTION OF CRITICAL BUILDING ELEMENTS (I.E. FOOTINGS, BRACED FRAMES, MOMENT FRAMES, DRAG STRUTS AND THEIR CONNECTIONS, COLLECTORS, AND ROOF AND FLOOR DIAPHRAGMS, ETC.). STRUCTURAL OBSERVATION REPORTS FOR EACH VISIT SHALL BE SENT DIRECTLY TO THE ARCHITECT OR DISTRIBUTED TO THE CONTRACTOR AND BUILDING OFFICIAL. STRUCTURAL OBSERVATION VISITS ARE TO VERIFY THAT WORK IS IN GENERAL CONFORMANCE WITH CONTRACT DOCUMENTS AND SHALL NEITHER BE CONSTRUED AS SPECIAL INSPECTION, INSPECTION BY A BUILDING OFFICIAL, NOR APPROVAL OF COMPLETED CONSTRUCTION.

8. ITEMS THAT ARE LISTED AS DEFERRED STRUCTURAL SUBMITTALS MAY REQUIRE SPECIAL INSPECTIONS IN ADDITION TO THOSE FOUND IN THESE CONSTRUCTION DOCUMENT. SEE GENERAL STRUCTURAL NOTES (SHOP DRAWINGS / DEFERRED SUBMITTALS) FOR ADDITIONAL INFORMATION. PERIODIC INSPECTION U.N.O. IS DEFINED AS COMPLETE INSPECTION OF EACH ELEMENT DURING THE CONSTRUCTION PHASE. CONTRACTOR TO COORDINATE AND COOPERATE WITH SPECIAL INSPECTION REQUIREMENTS.

9. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

10. INSPECTION OF LABELED MATERIALS SHALL BE PER IBC.11. INSPECTION OF ARCHITECTURAL, ELECTRICAL, MECHANICAL EQUIPMENT, SHALL BE PER IBC.12. TESTING OF NON-STRUCTURAL ITEMS SHALL BE PER IBC.13. SPECIAL INSPECTION REQUIREMENTS FOR THE SEISMIC/WIND-FORCE-RESISTING SYSTEMS IN ACCORDANCE

WITH IBC ARE IN ADDITION TO THE REQUIREMENTS OUTLINED IN THE SPECIAL INSPECTION TABLES IN THESE DOCUMENTS AND IN IBC CHAPTER 17. ALL OTHER ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED IN THE SPECIAL INSPECTION SCHEDULE(S). IN CASE OF CONFLICT, THE MOST STRINGENT SPECIAL INSPECTION REQUIREMENTS SHOULD BE PERFORMED. SEISMIC/WIND-FORCE-RESISTING SYSTEMS AND ALL OTHER SYSTEMS, COMPONENTS THAT ARE SUBJECT TO SPECIAL INSPECTIONS ARE IDENTIFIED ON THESE DOCUMENTS WITH A BOXED L OR L. SEE REQUIRED VERIFICATION AND INSPECTION OF WOOD ELEMENTS FOR EXCEPTIONS.

QUALIFICATION OF SPECIAL INSPECTOR

1. THE INSPECTION AGENCY SHALL SUBMIT QUALIFICATIONS AND / OR CERTIFICATIONS TO THE BUILDING OFFICIAL, OWNER, AND/OR OWNER’S REPRESENTATIVE TO DETERMINE THAT THE AGENCY MEETS THE APPLICABLE REQUIREMENTS AND IS QUALIFIED TO PERFORM THE TESTS AND INSPECTIONS.a. THE AGENCY SHALL BE OBJECTIVE AND COMPETENT.b. THE AGENCY SHALL ALSO DISCLOSE POSSIBLE CONFLICTS OF INTEREST

SO THAT OBJECTIVITY CAN BE CONFIRMED AND SHALL BE INDEPENDENT OF THE CONTRACTOR.

c. THE AGENCY SHALL HAVE ADEQUATE EQUIPMENT TO PERFORM REQUIRED TESTS.

d. THE EQUIPMENT SHALL BE PERIODICALLY CALIBRATED.e. THE AGENCY SHALL EMPLOY EXPERIENCED PERSONNEL EDUCATED IN

CONDUCTING, SUPERVISING AND EVALUATING TESTS AND INSPECTIONS.f. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS. g. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE

ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL.h. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL PRIOR TO THE COMPLETION OF THAT PHASE OF WORK.

i. WELDING INSPECTOR QUALIFICATION SHALL BE PER (IF APPLICABLE) CHAPTER 17.

ESTABLISHED PER 2018 IBC AND CHAPTER 17ITEM

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1, 2

SLIP-CRITICAL CONNECTIONS

BEARING TYPE CONNECTIONS

VERIFY MATERIALS OF NUTS, BOLTS & WASHERS

WELDING OF REINFORCING STEEL

BACKING TYPE AND FIT (IF APPLICABLE)

TACKING (TACK WELD QUALITY AND LOCATION)

JOINT PREPARATIONS

FIT UP GROOVE WELDS (INCLUDING JOINT GEOMETRY)

MATERIAL IDENTIFICATION (TYPE/GRADE)

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS

WPS AVAILABLE

REFERENCE NOTE 5

REFERENCE NOTE 4

REFERENCE NOTE 1

REFERENCE NOTES 1 & 2

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

CLEANLINESS (CONDITIONS OF STEEL SURFACES)

OTHER REINFORCING

SHEAR REINFORCING

HIGH STRENGTH BOLTING

INSPECTION OF STEEL FRAME JOINT DETAILS

INSPECTION TASKS PRIOR TO WELDING

EMBEDDED PLATES

REINFORCING STEEL

SPECIAL INSPECTION SCHEDULE

STEEL CONSTRUCTION

PRE-FAB CONSTRUCTION1. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE FABRICATOR COMPLIES WITH IBC.

2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2).

1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

2. WHEN WELDING DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERES HAS BEEN PERFORMED IN THE k-area, VISUALLY INSPECT THE WEB k-area FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD.

3. AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS.

4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH ANSI / AWS D1.4. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUIS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE.

5. SLIP-CRITICAL CONNECTION MAY HAVE PERIODIC SPECIAL INSPECTION PROVIDED THAT THE TURN-OF-THE-NUT METHOD WITH MATCH MARKING TECHNIQUES IS USED.

STANDARD BRIDGING

BRIDGING - HORIZONTAL OR DIAGNONAL

END CONNECTIONS - WELDING OR BOLTED

OPEN WEB STEEL JOIST & JOIST GIRDERS

BRIDGING THAT DIFFERS FROM THE SJI


FIT-UP OF WELDS

CONFIGURATION AND FINISH OF ACCESS HOLES


CLEANLINESS (CONDITION OF STEEL SURFACE)

JOINT PREPARATIONS

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

CLEANLINESS (CONDITIONS OF STEEL SURFACES)

FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY)

SETTINGS ON WELDING EQUIPMENT

WPS FOLLOWED

ENVIROMENT CONDITIONS

NO WELDING OVER CRACKED TACK WELDS

EXPOSURE CONTROL

PACKAGING

INSPECTION TASKS DURING WELDING

CONTROL AND HANDLING OF WELDING CONSUMABLES

WIND SPEED WITHIN LIMITS

PRECIPITATION AND TEMPERATURE

CHECK WELDING EQUIPMENT

EACH PASS WITH PROFILE LIMITATIONS

PROPER POSITION (F, V, H, OH)

INTERPASS TEMPERATURE MAINTAINED (MIN./MAX)

PREHEAT APPLIED

SHIELD GAS TYPE/FLOW RATE

TRAVEL SPEED

SELECTED WELDING MATERIALS

WELDING TECHNIQUES

INTERPASS AND FINAL CLEANING

WELD PROFILES

CRATER CROSS SECTION

WELDS MEET VISUAL ACCEPTANCE CRITERIA

SIZE, LENGTH, AND LOCATIONS OF WELDS

WELDS CLEANED

INSPECTION TASKS AFTER WELDING

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

CRACK PROHIBITION

WELD/BASE-METAL FUSION

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMEBER

WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES

k-area

ARC STRIKES

POROSITY

WELD SZIE

UNDERCUT

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

REPAIR ACTIVITIES

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF EOR

REFERENCE NOTE 2

REFERENCE NOTE 3

GENERAL SPECIAL INSPECTION NOTES :

REFERENCE NOTE C1

REFERENCE NOTE 4

REFERENCE NOTE 5

REFERENCE NOTE 2

REFERENCE NOTE 3

REFERENCE NOTE 1

REFERENCE NOTE 1

REFERENCE NOTE 1

REFERENCE NOTE 1

REFERENCE NOTE 2

REFERENCE NOTE 2

REFERENCE NOTE 1

REFERENCE NOTE 2

EPOXY / EXPANSION ANCHOR PLACEMENT

VERIFICATION OF IN-SITU STRENGTH

CURING TEMPERATURE / TECHNIQUES

CONCRETE PLACEMENT / SAMPLING

VERIFYING REQUIRED DESIGN MIX

EMBEDDED BOLTS & PLATES

WELDING OF REINFORCING STEEL

REINFORCING STEEL PLACEMENT

SITE-BUILT ASSEMBLIES

PROPERLY PREPARED SITE AND SUB-GRADE PRIOR TO FILL.

VERIFY ADEQUATE MATERIALS BELOW FOOTINGS

EXCAVATIONS EXTEND TO PROPER DEPTH ANDREACH PROPER MATERIAL

CLASSIFY & TEST CONTROLLED FILL MATERIALS

PERFORM MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.

SHEAR WALL & DIAPHRAGM NAILING

DRAG STRUTS

BRACES & SHEAR PANELS

CONCRETE CONSTRUCTION

WOOD

SOILS

1. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS, CONTINUOUS FOOTINGS, NON-STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC ARE MET.

2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE.

3. PERFORM AIR, SLUMP AND TEMP. TESTS WHEN CONCRETE SAMPLES ARE CAST.

4. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN-SITU CONCRETE STRENGTH FOR POST-TENSIONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS.

5. EPOXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT. AND/OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICC RESEARCH REPORT NUMBERS.

1. WOOD STRUCTURAL PANEL SHEATHING SHALL BE INSPECTED TO ASCERTAIN THAT GRADE AND THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING PLANS.

2. SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, INCLUDING NAILING AND BOLTING AND OTHER FASTENING TO OTHER COMPONENTS WHERE THE SPACING OF THE SHEATHING FASTNERS IS GREATER THAN 4" O.C.

1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE.

2. SPECIAL INSPECTIONS ARE NOT REQUIRED DURING PLACEMENT OF FILL LESS THAN 12 INCHES DEEP.

1. THE ITEMS MARKED WITH A " " IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.

2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT.3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING

PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

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CONFIG. 1:TYP. GRAV. FTG. REINF.

WIDTH

THIC

K. CLR

EQ EQ EQ

CONFIG. 2:TYP. LAT. FTG. REINF. (MARKED W/ "L.)

WIDTH

THIC

K.

CLR

EQ EQ EQ

CROSSWISE REINF.LENGTHWISE REINF.

ELEV.

NOTES:1. FOR FTG'S W/ MARK FOLLOWED BY AN 'L', USE LAT. FTG. CONFIG. #2.2. TOP REINF. TO MATCH BTM. REINF., U.N.O.3. FTG. MARKS INDICATED DESIGNATE FTG. TYPE.

FTX = THICKENED FOOTINGFCX = CONTINUOUS FOOTINGFX = SPOT FOOTING W/ DIMENSIONS "X" BY "X" FRX-X = RECTANGULAR FOOTING W/ DIMENSIONS "X" BY "X"FWX = FOUNDATION WALLCPX = CONCRETE PIER

FOOTING NOTES:

1. PLACE ALL FOOTING REINF. IN BOTTOM OF FTG. WITH 3" CLEAR COVER U.N.O.2. TOP REINF., WHERE OCCURS, SHALL BE PLACED IN TOP OF FTG. WITH 2" MIN. CONCRETE COVER.3. IF FTGS. ARE EARTH-FORMED, FTGS. SHALL BE 6" LONGER AND WIDER THAN SCHEDULED.4. RUN CONT. FTG. REINF. THROUGH SPOT FTGS.5. SEE FOOTING AND FOUNDATION PLAN FOR FTG. MARKS.

1 2

A

C

3 4

B

96' - 0"

F3.597' - 0"

96' - 0"

F3.597' - 0"

96' - 0"

F3.597' - 0"

96' - 0"

F3.597' - 0"

24" CONC PIER

24" CONC PIER

24" CONC PIER

24" CONC PIER

FW16

FW16

FW16

FW16

96' - 0"

FC297' - 0"

96' - 0"

FC297' - 0"

96' - 0"

FC297' - 0"

96' - 0"

FC297' - 0"CS5

F.F. ELEV.:100' - 0"

CS5F.F. ELEV.:100' - 0"

2

S5.2

2

S5.2

2

S5.21

S5.2

1

S5.2

1

S5.2

3

S5.2

2

S5.2

FW8

FW8

FW8

98' - 4"

FC1.899' - 4"

98' - 4"

FC1.899' - 4"

CS5F.F. ELEV.:100' - 0"

FW8

FW8

1 2

A

C

3 4

B

SCISSOR PMT @ 2' - 0" O.C. PMT @ 2' - 0" O.C.

6x6

6x6

B2.1

B2.1

9

S5.28

S5.2

TYP.

9

S5.210

S5.2

10

S5.2

CW

8

CW

8

CW8

CW8

11

S5.2

12

S5.2

ATTIC ACCESS6x6

6x6

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FOUNDATION +FRAMING PLAN

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FOUNDATION SCHEDULE

MARKSIZE LENGTHWISE REINFORCEMENT CROSSWISE REINFORCEMENT

WIDTH LENGTH THICK. QTY. (LW) SIZE (LW) SPA. (LW) QTY. (CW) SIZE (CW) SPACE (CW)F3.5 3' - 6" 3' - 6" 1' - 0" (4) #5 - (4) #5 -

FC1.8 1' - 8" CONT. 1' - 0" (3) #5 - - #5 @ 10" O.C.FC2 2' - 0" CONT. 1' - 0" (3) #5 - - #5 @ 10" O.C.

SCALE : NONE S1.11FOUNDATION PLAN

SCALE : NONE S1.12ROOF FRAMING PLAN

BEAM SCHEDULE

MARK OPTION 1 OPTION 2

B2.1 5.125x15 GLB


05/22/2020

FND/CONC. WALL SCHEDULENOTES:1- SEE GSN FOR ADD. INFO.2- LOCATE (2) HORIZ. BARS, AS CALLED ABOVE, IN THE TOP & BTM. OF EACH CONC. WALL.3- PROVIDE 2x4xCONT. ON EACH EXPOSED FACE OF CONC. WALL. REMOVE 2x4 AND TIGHTEN FORM TIE BEFORE PLACING SECOND POUR REINF. CONT. THRU JOINT. (REBAR NOT SHOWN FOR CLARITY)

ELEV.

EQ EQ CLR.2"

TYPE 'A' TYPE 'B'

VERT. REINF.

HOR'Z. REINF.

(2) BARS IN T.O.W., AS SHOWN.

WIDTHWIDTH

SEC

ON

D P

OU

RFI

RST

PO

UR

CONC. WALL

CONST. JOINT ROUGHEN 1/4" MIN.

AMPLITUDE

PROVIDE CONT. EDGE NOTCH

FORMS

2x4xCONT. (REMOVE BEFORE SECOND

POUR)

EXPOSED FACE

1/2"

Hw

all

CLR

CLR

T.O.W.

T.O.F.

PLAN

Ts (PER SCHED.)HOR'Z. WALL REINF.

(TO BE SPLICED)

DBL. TO SINGLE MAT TRANSITION

MARKMAX

HEIGHT WALL (HW)

VERT.COMMENTS

WIDTH(IN.)

8"

QTY. SIZE SPACE.

HOR'Z.

QTY. SIZE SPACE.

FOUNDATION WALLS:

FW8

REINF.

< 4'-0"

< 6'-0"

< 8'-0"

< 10'-0"

CONCRETE WALLS

---

--- #4 12" --- #5 18"

#6

TYPE.

A

USE U.N.O.

--- #4 12" --- #5 18"A

--- #4 12" --- #5 18"A

12" --- #5 18"A

10"FW10 < 10'-0" #4 12" --- #5 12"B

< 12'-0" #4 10" --- #5 12"B12"FW12

--- #4 18" --- #4 12"A6"CW6

< 6'-0" #4 12" --- #5 18"A8"CW8

< 8'-0" #5 12" --- #5 18"A

< 10'-0" #6 12" --- #5 18"A

#4 12" --- #5 12"B10"CW10

#4 10" --- #5 10"B12"CW12

---

---

---

---

---

---

---

---

---

---< 10'-0"

< 12'-0"

MARK Ts / 4 REINF. COMMENTSTs (IN.)

CS4 4 1 #4

CS5 5 1 1/4" #4

CS6 6 1 1/2 #4

CONCRETE SLAB-ON-GRADE SCHEDULE

LONG. TRANS.

SIZE SPA.

24"

20"

18"

#4

#4

#4

SIZE SPA.

24"

20"

18"

A BCONSTRUCTION JOINT CONTROL JOINT

DIAMOND BLOCKOUT @ COLUMNS (WHERE

OCCURS)

CONC. FLOOR SLAB POUR #1

POUR #2

POUR #1

NTS NTS

FOR 'TH' GREATER THAN OR EQUAL TO 6", USE #4 BAR x18" @ 12" O.C. W/ SLEEVE @ 2ND POUR. PAINT JOINT W/ BOND

BREAKER PRIOR TO 2ND POUR.

NOTES:1. THICKENING OF SLAB NOT REQUIRED FOR SLABS WITH Ts = 6" OR GREATER. SEE PLAN FOR 'T' AND SLAB REINFORCMENT SIZE AND SPACING.2. COORD. JOINT LOCATIONS WITH ARCH.3. FILL ALL INTERIOR CONTROL JOINTS WITH SEALER AFTER 28 DAYS FOLLOWING CONC. PLACEMENT.4. 'W' EQUAL TO 1/8" FOR JOINTS LEFT EXPOSED. 1/4" FOR OTHER.5. SLAB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL. SEE GEOTECH REPORT, WHERE APPLIC.6. REINF. TO RUN CONT. THROUGH COLD JOINTS, AS SHOWN.7. SLAB ON GRADE SHALL BE PER SCHED. SLAB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT (WHERE APPLIC.)8. SEE ARCH. SLAB PLAN AND REFIGERATION, MECH. AND ELEC. DRAWINGS FOR LOCATIONS OF RECESSED SLABS, UNDERSLAB UTILITIES AND TRENCHES ETC.9. RECESSED SLABS - SEE ARCH. DRAWINGS FOR MORE INFO. RUN REINF. CONT. THROUGH RECESSED SLABS (WHERE OCCURS.)

1"

2" M

IN.

T/3

MIN

.6"

18" 18"

T

A

B

T/3

T

PLAN

W JOINT SEALER

CS4o 4 1 - - - -

MAX.JOINT

SPACING

10'-0"

10'-0"

12'-0"

-

CS8 8 2" #4 15" #4 15" 15'-0"

B

B

CONC. SLAB

MAX

.SP

ACE

CONCRETE REINFORCING & SPLICE LENGTHS (IN.)

#3

ℓd ℓs ℓdh

VERT. WALL BARS, FILL ON METAL DECK

BAR LOCATION

17

17

17

12

22

12

22

22

22

16

29

16

8

DEVELOPMENT LENGTHℓd

HORIZ. WALL BARS, FOOTIING TOP BARS

BEAM BOTTOM BARS, COLUMN BARS

FOOTING BOTTOM BARS

BEAM TOP BARS

SLAB ON GRADE

TYPE STRENGTH

CONCRETE

NWC 3000 PSI

NWC 3000 PSI

NWC 3000 PSI

NWC 3000 PSI

NWC 3000 PSI

NWC 3000 PSI

8

8

8

8

8

#4

ℓd ℓs ℓdh

22

22

22

14

29

14

29

29

29

18

38

18

8

8

11

8

11

8

#5

ℓd ℓs ℓdh

28

28

28

17

36

17

36

36

36

22

47

22

10

10

14

10

14

10

#6

ℓd ℓs ℓdh

33

33

33

20

43

20

43

43

43

26

56

26

12

12

16

12

16

12

#7

ℓd ℓs ℓdh

48

48

48

29

63

32

62

62

62

38

82

42

13

13

19

13

19

13

#8

ℓd ℓs ℓdh

55

55

55

33

72

42

72

72

72

43

94

55

15

15

22

15

22

15

#9

ℓd ℓs

62

62

62

37

81

53

17

17

25

17

25

17

#10

ℓd ℓs

69

69

69

42

90

69

19

19

27

19

27

19

#11

ℓd ℓs

76

76

76

46

96

76

30

30

30

30

30

30

COMMENTS

CONCRETE REINFORCING & SPLICE LENGTHS (IN.)

#3

ℓd ℓs ℓdh

VERT. WALL BARS, FILL ON METAL DECK

BAR LOCATION

14

14

14

12

18

12

18

18

18

16

23

16

7

HORIZ. WALL BARS, FOOTIING TOP BARS

BEAM BOTTOM BARS, COLUMN BARS

FOOTING BOTTOM BARS

BEAM TOP BARS

SLAB ON GRADE

TYPE STRENGTH

CONCRETE

NWC 4500 PSI

NWC

NWC

NWC

NWC

NWC

7

7

7

7

7

#4

ℓd ℓs ℓdh

18

18

18

12

24

12

23

23

23

16

31

16

6

6

9

6

9

6

#5

ℓd ℓs ℓdh

23

23

23

14

30

14

30

30

30

18

39

18

8

8

11

8

11

8

#6

ℓd ℓs ℓdh

27

27

27

17

35

17

35

35

35

22

46

22

9

9

13

9

13

9

#7

ℓd ℓs ℓdh

40

40

40

24

51

27

52

52

52

31

66

35

11

11

16

11

16

11

#8

ℓd ℓs ℓdh

45

45

45

27

59

34

59

59

59

35

77

44

13

13

18

13

18

13

#9

ℓd ℓs

51

51

51

31

66

44

14

14

20

14

20

14

#10

ℓd ℓs

56

56

56

34

73

56

16

16

22

16

22

16

#11

ℓd ℓs

62

62

62

37

80

62

25

25

25

25

25

25

COMMENTS

4500 PSI

4500 PSI

4500 PSI

4500 PSI

4500 PSI

NOTES: 1. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES SHOWN. SEE STRUCTURAL NOTES FOR MINIMUM COUPLER CAPACITY. WHERE MECHANICAL COUPLERS ARE USED, STAGGER ADJACENT SPLICES A MINIMUM OF 24" AS INDICATED ABOVE. 2. DEELOPMENT LENGTHS SHALL BE INCREASED BY 50% FOR STRAIGHT BAR DEVELEOPMENT AND 20% FOR HOOKED BARS WHERE EPOXY COATING IS USED. 3. WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP SPLICE LENGHT OF LARGER BARS U.N.O. 4. SPLICE BARS LARGER THAN #11 USING MECHNICAL COUPLERS.

2015 IBC CONC. REBAR LAP SCHEDULE (FOR CONC. APPLICATIONS ACI 318 - 14)

LAP SPLICE LENGTHℓs

FACE OF JOINT ORCRITICAL SECTION

HOOK DEVELOPMENT LENGTHℓdh

FACE OF JOINT ORCRITICAL SECTION

CLEAR2' - 0"

COUPLER OR WELDED SPLICE

Engineer

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stru

ctio

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pres

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FND. SCHED./TYP. DTL'S

S5.1

FIR

EFLY

PAR

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VILI

ON

800

WES

T N

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RK

AVE.

NIB

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UTA

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PE

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NIB

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CIT

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FIREFLY PAR

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05/22/2020

INT. CONC. SLAB- SEE PLAN

CONC. FND. WALL- SEE PLAN

COMPACTED GRANULAR FILL

CONC. FTG - SEE PLAN

VERT. REINF. -SEE PLAN.

HOR'Z. REINF. -SEE PLAN. & GSN

ELEV.

F.F

F.G.

T.O.F.

INT. CONC SLAB- SEE PLAN

COMPACTED GRANULAR FILL

CONC. FTG - SEE PLAN

VERT. REINF. - SEE PLAN. & GSN

HOR'Z. REINF. - SEE PLAN. & GSN

ELEV.

WHERE OCCURS

F.F.

F.G.

T.O.F.

DOUBLE MAT

SINGLE MAT

ALTERNATEBENDS, TYP.

LAP

*R

EQU

IRED

NOTES:1. REQUIRED LAP * SEE REBAR LAP SCHEDULE2. VERTICAL BARS NOT SHOWN3. DETAIL IS SIMILAR @ SINGLE CURTAIN OF REINF.4. THIS DETAIL IS APPLICABLE AT ALL FOOTINGS AND FOUNDATION WALLS

LAP *REQUIRED

LAP

*

REQ

UIR

ED

LAP *REQUIRED

(2) PIECES (3) PIECES (4) PIECES

(2) ROWS 12d NAILS @ 12"o.c.

(2) ROWS 16d NAILS @ 12"o.c. (EACH SIDE STAGGERED)

(2) ROWS 1/2" DIA. THRU BOLTS @ 24"o.c.0'

- 2"

0' -

2"

0' -

2"0'

- 2"

DBL. JOIST

" U " JOIST HANGER - TYP.

DBL. HEADER JOIST

DBL. JOIST

EN ALL AROUND OPENING

PLAN

NOTE:LOCATE PER OWNER

ROOF BEAM -SEE PLAN

ROOF DIAPH. - SEE PLAN

WD. COL. - SEE PLAN

PMT - SEE PLAN

SIMPSON CCQ4.62-5.5SDS2.5

ELEV.

BN

WD. BLOCK

12"

SEE ARCH.

WD BEAM - SEE PLAN

FULL HEIGHT SOLID 2x OR LSL BLOCKING TYP. BETWEEN TRUSSES

BN

SIMPSON A-35 @ 4'-0"o.c.

ROOF SHEATH. - SEE GSN

PMT - SEE PLAN

SIMPSON H2.5 @ 8'-0"

ELEV.

12"

SEE ARCH.

FULL HT. CONC. WALL - SEE PLAN/ SCHED.

FULL HEIGHT SOLID 2x OR PRE-MAN BLOCKING TYP. BETWEEN TRUSSES

SIMPSON H2.5 @ 4'-0" O.C.

SIMPSON A-35 @ 4'-0" O.C.

ROOF SHEATH. - SEE PLAN, SCHED. & GSN.

BN

PMT - SEE PLAN

FASCIA BOARD - SEE ARCH.

ELEV.

CONC. WALL

WD. BM. - SEE PLAN

2x8 WD. TOP PLATE

1/4" PLATE SADDLE W/ (2) 5/8" BOLTS

SIMPSON MST48 STRAP ACROSS TOP PLATE

3/16"

8"x20"x1/4" PLATE BOLTED TO WALL WITH (2) 3/4" THREADED RODS.

EPOXY ANCHORED 6" INTO CONCRETE.

ROOF SHEATHING

EN

2x BLOCK @24" O.C.

2x4 BRACES @ 48" O/C EXTENDING 8'-0" INTO

STRUCTURE, Lap 24" Min.

PMT

(2) 16d PER OUTRIGGER

(2) 16d PER TRUSS

GABLED END TRUSS

T.O. ROOF

MIN

0' -

6"

WD. COL. -SEE PLAN

SIMPSON CB

SLOPE TOP OF PIER @ 2%, MIN.

CONC. PIER -SEE PLAN

CONC. FTG. -SEE PLAN & SCHED.

FTG. REINF. -SEE SCHED.A A

A A18"SQ. CONC. PIER

#4 @ 12" O.C. W/ (3) IN TOP 5"

(8) #5 VERT. AS SHOWN

18" Ø CONC. PIER

(6) #5 VERT. AS SHOWN

#4 @ 12" O.C.W/(3) IN TOP 5"

OR SPIRAL, SIM

A AOPTION 1

OPTION 2

FG

FG

Engineer

Drawn By

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Project No.

This

des

ign

and

any

idea

s po

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here

-in a

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of D

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may

use

th

is s

et o

f dra

win

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r one

-tim

e us

e of

con

stru

ctio

n.

Any

repr

oduc

tion

or re

use

of th

is d

esig

n w

ithou

t ex

pres

s w

ritte

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rmis

sion

from

an

auth

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5/22/2020 8:49:18 PM

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DETAILS

S5.2

FIR

EFLY

PAR

K PA

VILI

ON

800

WES

T N

IBLE

Y PA

RK

AVE.

NIB

LEY,

UTA

H 8

4321

PE

RM

IT S

ET

NIB

LEY

CIT

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FIREFLY PAR

K PAVILION

SCALE : NONE S5.210306.07 - EXT. FND. WALL DTL.

SCALE : NONE S5.22

0303.01 - EXT. FND. WALL W/ POUROVER SLAB DTL.

SCALE : NONE S5.25

0300.02 - TYP. REINF. @ INTERSECTIONIN CONC. DTL.

SCALE : NONE S5.26

0600.08 - TYP. BEAM/JOIST SIS.CONN.DTL.

SCALE : NONE S5.270608.01 - TYP. OPNG. DTL.

SCALE : NONE S5.280606.08R - EXT. COL. CAP DTL.

SCALE : NONE S5.290606.01R - TRUSS ON BEAM DTL.

SCALE : NONE S5.2100606.05 - TYP. WALL TO TRUSS DTL


SCALE : NONE S5.211

0608.01 - WOOD BEAM TO CONCRETEWALL

SCALE : NONE S5.2120606.09 - TRUSS AND GABLE BRACES

SCALE : NONE S5.230306.05 - WD. POST & PIER FTG. DTL.

05/22/2020

A2.1

2

REARELEAVTION

A2.1

1

FRONTELEVATION

--

RIG

HT

A2.1 3

TYPI

CAL

EN

DEL

EVAT

ION

1 2

A

C

3 4

B

8A3.1

12A3.1

- -

WAL

L FA

CIA

DTL

-

WH

HTR

FD FD

FD

COLD WATER

HOT WATER

CULINARY WATER (INFLOW)

HOSE SPIGOT

HOSE SPIGOT

FANFAN

12" C

OLD

AI

R IN

TAKE

HTR

(2) 6" EXHAUST DUCT

NOTES:1- LOCATE GAS METER NEAR BUILDING, AS REQ'D

SS

50K BTU FURNACE

ON DEMAND

GRATE

LOCKING DEVICE

DOME WIRE STRAINER

4" MIN. CONC. ALL SIDES & BTM.

NO-HUB COUPLING TYP.

GROUT WITH MANUFACTURER'S VINYL SEALANT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

CONTROL JOINT

FLOOR LINE

HORIZONTAL VENT (IF REQ'D.)

RISE VENT TO ABOVE FIXTURE FLOOD RIM BEFORE EXTENDING HORIZONTALLY

DEEP SEAL P-TRAP

WASTE PIPE. EXTEND TO NEAREST WALL AS SHOWN ON PLANS

ELEV.

1' - 0" 1' - 0"

6"VA

IRES

6" LAYERS OF SAND PLACED AND COMPACTED 95% MIN. DRY DENSITY AASHTO T-180

CONC. SLAB - SEE PLAN

ELEV.

Engineer

Drawn By

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Project No.

This

des

ign

and

any

idea

s po

rtra

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here

-in a

re th

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of D

RI.

Onl

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e or

igin

al c

lient

may

use

th

is s

et o

f dra

win

gs fo

r one

-tim

e us

e of

con

stru

ctio

n.

Any

repr

oduc

tion

or re

use

of th

is d

esig

n w

ithou

t ex

pres

s w

ritte

n pe

rmis

sion

from

an

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5/22/2020 8:48:58 PM

119127

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04/25/2020

MECHANICAL/PLUMBINGPLAN

M/P 1.1

FIR

EFLY

PAR

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800

WES

T N

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Y PA

RK

AVE.

NIB

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UTA

H 8

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NIB

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CIT

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FIREFLY PAR

K PAVILION

SCALE : NONE M/P1.1

2TRENCH DRAIN DETAILSCALE : NONE M/P

1.1

3TYP. PIPE UNDER SLAB DTL.


WP

WP

WP

WP

WP

WP

WP

GFI GFI

WP

A2.1

2

REARELEAVTION

A2.1

1

FRONTELEVATION

--

RIG

HT

A2.1 3

TYPI

CAL

EN

DEL

EVAT

ION

1 2

A

C

3 4

B

8A3.1

12A3.1

- -

WAL

L FA

CIA

DTL

-

NOTES:1- BATHROOM AND STORAGE ROOM LIGHTS TO BE ON 5-MINUTE TIMER.2- PAVILION LIGHTING TO BE ON 30 MIN. TIMER.3- PROVIDE (4) EXTERIOR LIGHTS ON SENSOR

DARK COMPLIANT EXT. LIGHTING

GFI

MAIN ELEC. DISCONNECTFANFAN

NOTES:1- RESTROOM FANS AND LIGHTS ON PRE-SET TIMER

DARK COMPLIANT EXT. LIGHTING

SERVICE OUTLET

LOCKABLE SWITCH

GFI

ATTIC ACCESS - SEE STRUCT.

Engineer

Drawn By

Checked By

Date

Project No.

This

des

ign

and

any

idea

s po

rtra

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here

-in a

re th

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lient

may

use

th

is s

et o

f dra

win

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r one

-tim

e us

e of

con

stru

ctio

n.

Any

repr

oduc

tion

or re

use

of th

is d

esig

n w

ithou

t ex

pres

s w

ritte

n pe

rmis

sion

from

an

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5/22/2020 8:48:48 PM

119127

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04/25/2020

ELEC. PLAN

E1.1

FIR

EFLY

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800

WES

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Y PA

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Documents

FIREFLY PARK PAVILION NIBLEY CITY Pavilion Architectural.pdf · a1.1 main floor + roof plan a2.1 elevations s0.1 cover sheet s0.2 general structural notes s0.3 gsn / special inspections