ATTACHMENT 2 DRAWINGS.pdf

APPLICABLE CODES

HAWAII STATE BUILDING CODE AND

AMMEDMENTS TO THE IBC 2018

ELECTRIC CODE NEC 2017

PLUMBING CODE UPC 2018

MECHANICAL CODE IMC 2018

BARRIER FREE CODE ANSI 117.1-2009

FIRE PROTECTION CODE IFC 2018

HVAC&R STANDARD ASHRAE 90.1-2013

ENERGY CODE IECC 2018

FUEL GAS CODE IFGC 2018

CHAPTER 11 OF IBC/2018

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DRAWING TITLE:

PROJECT NO. 201203

DRAWN BY: KMK

CHECKED BY: DEJ

SCALE: AS NOTED

ISSUE FOR:

CLIENT REVIEW 01/31/23

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COVER SHEET

KEY PLAN

LOCATION MAP

ARCHITECT:

DJ ARCHITECTURE, LLC

1010 HADDONFIELD-BERLIN ROAD, SUITE 405

VOORHEES, NJ 08043

CONTACT: DAN JOST, RA

PH: 856-809-2791

EMAIL: DJOST@DJ-ARCH.COM

PROJECT TEAM

T.O. CONC.

EL. 0'-0"

SYMBOLS LEGEND

COLUMN LINE

A

AX.X

AX.X

FINISH

SF-##

P?

RM NAME

##/A#.#

T.O. CONC

EL. 0'-0"

ELEVATION/DWG. OR

BLDG. SECTION/DWG.

OR WALL

SECTION/DWG.

DETAIL/DWG.

FINISH TYPE

STOREFRONT TYPE

PARTITION TYPE

ROOM NAME/NUMBER

DOOR NUMBER

WINDOW TYPE

INTERIOR ELEVATION

SPOT ELEVATION

DATUM ELEVATION

REVISION - ADDENDUM

REVISION -

CONSTRUCTION

BULLETIN

C.J. CONTROL JOINT

CLG. CEILING

CLKG. CAULKING

CLR. CLEAR

C.O. CASED OPENING

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTSK. COUNTERSUNK

CNTR. COUNTER

C.T. CERAMIC TILE

CTR. CENTER

DBL. DOUBLE

DEPT. DEPARTMENT

D.F. DRINKING FOUNTAIN

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

HDWE HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

I.D. INSIDE DIMENSION

INSUL. INSULATION

INT. INTERIOR

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIMENSION

OPNG. OPENING

OPP.

OPPOSITE

PRCST. PRE-CAST

PL. PLATE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

HDWD HARDWOOD

D.O. DOOR OPENING

DR. DOOR

DWR. DRAWER

DS. DOWNSPOUT

DWG. DRAWING

E. EAST

E.J. EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

EMER. EMERGENCY

ENCL. ENCLOSURE

EQ. EQUAL

EQPT. EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EXIST. EXISTING

EXPO. EXPOSED

EXP. EXPANSION

EXT. EXTERIOR

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FIXT. FIXTURE

FL. FLOOR

FLASH. FLASHING

FLUOR. FLUORESCENT

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.S. FACE OF STUDS

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

GALV. GALVANIZED

GL. GLASS

GR. GRADE

GYP. GYPSUM

GYP.BD. GYPSUM WALLBOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

PR. PAIR

PSF POUNDS PER SQUARE FOOT

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REFR. REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RESIL. RESILIENT

RM. ROOM

R.O. ROUGH OPENING

RWC RAINWATER CONDUCTOR

S. SOUTH

S.C. SOLID CORE

SCHED. SCHEDULED

SHT. SHEET

S.J. SAWCUT JOINT

SIM. SIMILAR

SPEC. SPECIFICATION

SPECD. SPECIFIED (SECTION)

S.ST. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

T.C. TOP OF CURB

TEL. TELEPHONE

T&G TONGUE AND GROOVE

THK. THICK

T.O. TOP OF

T.P. TOP OF PAVEMENT

TV TELEVISION

T.W. TOP OF WALL

TYP. TYPICAL

UNF. UNFINISHED

U.O.N. UNLESS OTHERWISE NOTED

UR. URINAL

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

W. WEST

W/ WITH

WD WOOD

WITHOUTW/O

WATERPROOFWP

WAINSCOTWSCT.

WT. WEIGHT

EA. EACH

CMU CONCRETE MASONRY UNIT

D DEPTH

H.D. HEAVY DUTY

HEIGHTHGT.

PSI POUNDS PER SQUARE INCH

RET. RETAINING

TS TUBE STEEL

FIRE-RETARDANT TREATEDFR.TR.

INSULATING GLASSI.G.

PR.TR. PRESSURE TREATED

T.G. TEMPERED GLASS

U.G. UNDERGROUND

HSS HOLLOW STEEL SECTION

P.O.C. POINT OF CONNECTION

EXT. INSUL. & FINISH SYSTEME.I.F.S.

O.H.

OVERHANG

R.T.U. HVAC UNIT

P.S.F.F. PREFAB. STRUC. STL. FABR.

FABR. FABRICATOR/ FABRICATED

FURRING CHANNELF.C.

F.O.M. FACE OF MASONRY

WIDTHWDT.

VENT THRU ROOF

VERIFY IN FIELDV.I.F.

V.T.R.

THR. THRESHOLD

SF STOREFRONT

SECTIONSECT.

INFORMATIONINFO.

PLUMBINGPLMB.

QUARTERQTR.

RND. ROUND

FACE OF (XX)F.O.(XX)

GA. GAUGE

PARTITIONPRTN.

TEMPERED INSULATING GLASST.I.G.

VINYL WALL COVERINGVWC

PT. POINT

PTD. PAINTED

S.F. SQUARE FEET

CER. CERAMIC

C.I. CAST IRON

C.G. CORNER GUARD

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

COLD FORMEDC.F.

ARCH. DRAWING ABBREVIATIONS

& AND

L ANGLE

@ AT

L

CENTERLINE

# POUND or NUMBER

ACCES. ACCESSIBLE

AL. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

B.O. BOTTOM OF

CAB. CABINET

CEM. CEMENT

JAN. JANITOR

JT. JOINT

KIT. KITCHEN

LAM. LAMINATE

LAV. LAVATORY

LLH LONG LEG HORIZONTAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

MIN. MIMIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MTD. MOUNTED

N. NORTH

N.I.C. NOT IN CONTRACT

C

B.C. BACK OF CURB

L. LENGTH

MED. MEDIUM

MASONRYMAS.

BRG.

BTWN.

BEARING

BETWEEN

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

ACOUSTICAL CEILING TILEACT.

BUILT-UP ROOFINGBUR MOUNTINGMTG.

LLV LONG LEG VERTICAL

LT. LIGHT

MAUNA LOA

OBSERVATORY

AREA OF

WORK

PROPOSED ALTERATIONS FOR:

MAUNA LOA OBSERVATORY

NOAA OBSERVATORY

44-2441 MAUNA LOA ACCESS ROAD

WAIMEA, HI 96743

BUILDING CODE DATA

ELECTRICAL ENGINEER:

SCHOOLEY ELECTRIC

1812 GARDEN AVENUE

CHERRY HILL, NJ 08003

CONTACT: JOE SCHOOLEY, PE

PH: 856-424-7900

CELL: 856-261-4859

EMAIL: EMAIL@SCHOOLEYELECTRIC.COM

OWNER:

U.S. DEPARTMENT OF COMMERCE/NOAA

WESTERN ACQUISITION DIVISION

325 BROADWAY, SOU6

BOULDER, CO 80305

CONTACT: BRIAN VASEL

PHONE: 303-497-6655

EMAIL: BRIAN.VASEL@NOAA.GOV

GENERAL NOTES

FE

FIRE EXTINGUISHER,

SURFACE MOUNTED,

LOCATIONS TO BE

DETERMINED IN FIELD W/

OWNER IN ACCORDANCE

W/ NFPA REGULATIONS

STRUCTURAL ENGINEER:

VARANO TOVINSKY

101 LAUREL ROAD

VOORHEES, NJ 08043

CONTACT: TONY VERANO, PE, SE

PH: 856-261-4859

EMAIL: TVARANO@VT-ENG.COM

CONTRACTOR:

EPC SERVICE, INC.

98-021 KAMEHAMEHA HWY. STE 305

AIEA, HI 96701

CONTACT: SCOTT PRESTIEN

PH: 808-623-7003

EMAIL:

SCOTT.PRESTIEN@EPCSERVICEINC.COM

AutoCAD SHX Text SCOPE OF WORK: THESE DRAWINGS INDICATE GENERAL SCOPE OF WORK AND : THESE DRAWINGS INDICATE GENERAL SCOPE OF WORK AND DESIGN INTENT FOR THE PROJECT. THIS DRAWING SET IS INTENDED FOR BIDDING ONLY AND NOT FOR CONSTRUCTION. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW CONSTRUCTION CONDITIONS AND, PRIOR TO SUBMITTING A FINAL BID, SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS, ALL SITE CONDITIONS, AND ALL REQUIREMENTS FOR THE PROJECT. THE INTENTION OF THESE DRAWINGS IS TO PROVIDE FOR WORK COMPLETE IN EVERY DETAIL EVEN THOUGH EVERY ITEM INVOLVED MAY NOT BE SHOWN OR MENTIONED IN PARTICULAR. VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER IN WRITING AND SHALL BE RESOLVED AND DOCUMENTED BY THE CONTRACTOR IN WRITING. THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, TOOLS, MATERIAL, LABOR, SERVICES, TRANSPORTATION, ETC. NECESSARY FOR COMPLETION OF THE WORK INTENDED TO BE SHOWN AND/OR DESCRIBED.

AutoCAD SHX Text PERMITS: THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND : THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK.

AutoCAD SHX Text MATERIALS AND GUARANTEE: ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE : ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE SPECIFIED, AND ALL WORK SHALL BE OF GOOD QUALITY AND FREE FROM FAULTS AND DEFECTS. ALL WORK SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. ALL MANUFACTURER'S WARRANTIES SHALL BE IN EXCESS OF THE CONTRACTOR'S GUARANTEE.

AutoCAD SHX Text MEANS AND METHODS: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR : THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PRODUCTION PROCEDURES REQUIRED FOR THE PROPER AND SAFE EXECUTION AND COMPLETION OF THE WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS, PROCEDURES AND PROBLEMS IN CONNECTION WITH THE WORK.

AutoCAD SHX Text CHANGES IN THE WORK: THE ARCHITECT IS NOT RESPONSIBLE FOR SITE INSPECTIONS, : THE ARCHITECT IS NOT RESPONSIBLE FOR SITE INSPECTIONS, GENERAL OBSERVATIONS AND/OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. NO DEVIATIONS FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT CONSENT FROM THE ARCHITECT.

AutoCAD SHX Text 6.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text American National Standards Institute (ANSI) American Society for Testing and Materials (ASTM) American Concrete Institute (ACI) American Society of Civil Engineers (ASCE) American Institute of Steel Construction (AISC) American Welding Society (AWS) Factory Mutual System (FM) Institute of Electrical & Electronics (IEEE) National Association of Architectural Metal Manufacturers (NAAMM) National Concrete Masonry Association (NCMA) National Fire Protection Association (NFPA) Steel Deck Institute (SDI) Steel Joist Institute (SJI) U.S. Department of Commerce - National Bureau of Standards (DOC) Underwriters Laboratories (UL) Local codes, state laws and all other governing authorities

AutoCAD SHX Text REFERENCE STANDARDS: ALL EQUIPMENT, TESTS, MATERIALS, AND DETAILS OF : ALL EQUIPMENT, TESTS, MATERIALS, AND DETAILS OF INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS AND LATEST REVISIONS OF THE FOLLOWING APPLICABLE STANDARDS:

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

CURRENT ISSUE DRAWINGS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

CURRENT ISSUE

AutoCAD SHX Text

DATE ISSUED

AutoCAD SHX Text A0.0

AutoCAD SHX Text

COVER SHEET, CODE DATA

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A0.1

AutoCAD SHX Text

SITE PLAN AND LIST OF BANNED MATERIALS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.1

AutoCAD SHX Text

KEELING BUILDING ADDITION DEMOLITION PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.2

AutoCAD SHX Text

KEELING BUILDING ADDITION FLOOR PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.3

AutoCAD SHX Text

KEELING BUILDING ADDITION FLOOR FINISH AND POWER PLANS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.4

AutoCAD SHX Text

KEELING BUILDING ADDITION REFLECTED CEILING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.5

AutoCAD SHX Text

KEELING BUILDING ADDITION ROOF PLAN, ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.6

AutoCAD SHX Text

KEELING BUILDING ADDITION SCHEDULES AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.6A

AutoCAD SHX Text

KEELING BUILDING ADDITION ENLARGED PLANS & ELEVATIONS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.7

AutoCAD SHX Text

KEELING BUILDING ADDITION EXTERIOR ELEVATIONS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.7A

AutoCAD SHX Text

KEELING BUILDING ADDITION EXTERIOR DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.8

AutoCAD SHX Text

KEELING BUILDING ADDITION SECTIONS AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A1.9

AutoCAD SHX Text

KEELING BUILDING MILLWORK DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.2

AutoCAD SHX Text

TOWER BUILDING FLOOR PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.4

AutoCAD SHX Text

TOWER BUILDING REFLECTED CEILING AND POWER PLANS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.5

AutoCAD SHX Text

TOWER BUILDING ROOF PLAN, ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.6

AutoCAD SHX Text

TOWER BUILDING SCHEDULES AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.7

AutoCAD SHX Text

TOWER BUILDING EXTERIOR ELEVATIONS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A2.8

AutoCAD SHX Text

TOWER BUILDING SECTIONS AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.2

AutoCAD SHX Text

GARAGE/CARPORT FLOOR PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.4

AutoCAD SHX Text

GARAGE/CARPORT REFLECTED CEILING AND POWER PLANS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.5

AutoCAD SHX Text

GARAGE/CARPORT ROOF PLAN, ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.6

AutoCAD SHX Text

GARAGE/CARPORT SCHEDULES AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.7

AutoCAD SHX Text

GARAGE/CARPORT EXTERIOR ELEVATIONS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text A3.8

AutoCAD SHX Text

GARAGE/CARPORT SECTIONS AND DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S0.0

AutoCAD SHX Text

STRUCTURAL NOTES, INDEX SHEET AND DESIGN CRITERIA

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S0.1

AutoCAD SHX Text

STRUCTURAL NOTES, ABBREVIATIONS AND SCHEDULES

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S1.0

AutoCAD SHX Text

KEELING BUILDING FOUNDATION PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S1.1

AutoCAD SHX Text

KEELING BUILDING ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S2.0

AutoCAD SHX Text

TOWER BUILDING FOUNDATION PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S2.1

AutoCAD SHX Text

TOWER BUILDING ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S3.0

AutoCAD SHX Text

GARAGE/CARORT BUILDING FOUNDATION PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S3.1

AutoCAD SHX Text

GARAGE/CARORT BUILDING ROOF FRAMING PLAN

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S4.0

AutoCAD SHX Text

FOUNDATION SECTIONS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S5.0

AutoCAD SHX Text

TYPICAL FOUNDATION DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S5.1

AutoCAD SHX Text

TYPICAL STEEL FRAMING DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S5.2

AutoCAD SHX Text

TYPICAL WOOD FRAMING DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

AutoCAD SHX Text S5.3

AutoCAD SHX Text

TYPICAL WOOD FRAMING DETAILS

AutoCAD SHX Text

CLIENT REVIEW

AutoCAD SHX Text 01/31/23

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DRAWING TITLE:

PROJECT NO. 201203

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CHECKED BY: DEJ

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ISSUE FOR:

CLIENT REVIEW 01/31/23

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SITE PLAN AND LIST OF

BANNED MATERIALS

1"=30'

SITE DEMO PLAN

1"=30'

PROPOSED SITE PLAN

N.T.S.

ABO BANNED CONSTRUCTION MATERIAL LIST

AutoCAD SHX Text

ASIAA COMPLEX

AutoCAD SHX Text

GONG

AutoCAD SHX Text

NDACC BULDING

AutoCAD SHX Text WALKWAY NOTE: HEAVY HEAVY DUTY GRIP STRUT WALKWAY PANELS, 10GA GALVANIZED STEEL, 36" WIDE, PART #H-85010-W BY METALS, INC.

AutoCAD SHX Text

CABLE TRAY NOTE: 12" WIDE BY 5 1/4" DEEP ALUMINUM CABLE LADDER TRAY

NOTE: SITE PLANS ARE DIAGRAMMATIC IN NATURE AND ARE ONLY INTENDED TO SHOW APPROXIMATE LOCATIONS OF BUILDING AND NEW WORK

A2.8

NOAA SCIENCE

NON-NOAA SCIENCE

100101

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DRAWING TITLE:

PROJECT NO. 201203

DRAWN BY: KMK

CHECKED BY: DEJ

SCALE: AS NOTED

ISSUE FOR:

CLIENT REVIEW 01/31/23

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TOWER BUILDING

FLOOR AND FOUNDATION

PLANS

1/4"=1'-0"

TOWER BUILDING FLOOR PLAN03

N.T.S.

GENERAL PLAN NOTES 02

N.T.S.

PARTITION TYPES

PROJECT

NORTH

1/4"=1'-0"

TOWER BUILDING FOUNDATION PLAN05

1/4"=1'-0"

PARTIAL TOWER BUILD. CLERESTORY PLAN

PROJECT

NORTH

AutoCAD SHX Text

REFER TO SHEET A2.6 FOR INTERIOR FINISHES

AutoCAD SHX Text WINDOW TYPES: NOT USED NOT USED ANDERSEN OR EQUAL PICTURE WINDOW P4040 ANDERSEN OR EQUAL PICTURE WINDOW P6030

AutoCAD SHX Text

PARTITION TYPES

AutoCAD SHX Text 2x4 STUDS @ 16" O.C. TO UNDERSIDE OF ROOF JOISTS, W/ 1/2" GYP. BD. ON BOTH SIDES FULL HEIGHT. REF. DETAIL 01/A2.8.REF. DETAIL 01/A2.8..

AutoCAD SHX Text PARTITION NOTES: 1. PROVIDE MOISTURE-RESISITANT GYP. BD. AT ALL RESTROOMS AND MOP SINK PROVIDE MOISTURE-RESISITANT GYP. BD. AT ALL RESTROOMS AND MOP SINK LOCATIONS. 2. ALL PARTITIONS TO BE TAPED, MUDDED AND SANDED AND READY FOR PAINT.ALL PARTITIONS TO BE TAPED, MUDDED AND SANDED AND READY FOR PAINT.

AutoCAD SHX Text GENERAL PLAN NOTES: 1. UNLESS NOTED OTHERWISE, INTERIOR DIMENSIONS ARE FROM FACE OF GYPSUM UNLESS NOTED OTHERWISE, INTERIOR DIMENSIONS ARE FROM FACE OF GYPSUM WALLBOARD OR OTHER SPECIFIED SHEATHING. 2. ALL CONTRACTORS WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR PERIOD OF 1 ALL CONTRACTORS WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE SPACE & ANY PORTION OF THE CONTRACTOR'S WORK WHICH DEVELOPS DEFECTS DURING THAT TIME, SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFYING TO THE OWNER. 3. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES USING THE "CONTRACTOR REQUEST FOR INFORMATION" FORM AND SUPPLEMENTAL CONTRACTOR DETAILS AS REQUIRED. 4. CONTRACTOR RESPONSIBLE FOR ALL DEBRIS REMOVAL FROM THE SITE AS REQUIRED BY CONTRACTOR RESPONSIBLE FOR ALL DEBRIS REMOVAL FROM THE SITE AS REQUIRED BY LOCAL TOWNSHIP ORDINANCE. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE FILING OF ALL REQUIRED PERMITS & RELATED THE CONTRACTOR IS RESPONSIBLE FOR THE FILING OF ALL REQUIRED PERMITS & RELATED FEES AS PART OF THE CONTRACT. 6. THE WORDS "PROVIDE & INSTALL" DENOTE THE CONTRACTOR IS TO PURCHASE SPECIFIED THE WORDS "PROVIDE & INSTALL" DENOTE THE CONTRACTOR IS TO PURCHASE SPECIFIED OR SAID ITEM AS WELL AS THE INSTALLATION OF SAID ITEM FOR THE PROJECT SCOPE OF WORK. 7. ALL CONTRACTORS ENGAGED IN THIS PROJECT ARE TO CARRY PROPER WORKMAN & ALL CONTRACTORS ENGAGED IN THIS PROJECT ARE TO CARRY PROPER WORKMAN & CONSTRUCTION LIABILITY INSURANCE, & ARE TO FILE PROPER INSURANCE CERTIFICATION WHEN REQUESTED BY THE OWNER OR GOVERNING AUTHORITIES. 8. CONTRACTOR TO ENSURE THAT ALL MATERIALS ARE STORED IN A SUITABLE PLACE & IN CONTRACTOR TO ENSURE THAT ALL MATERIALS ARE STORED IN A SUITABLE PLACE & IN AN ORDERLY FASHION FOR THE PROJECT. 9. CONTRACTOR TO SECURE ALL SAMPLES OR BUILDING MATERIALS AS REQUESTED BY THE CONTRACTOR TO SECURE ALL SAMPLES OR BUILDING MATERIALS AS REQUESTED BY THE ARCHITECT OR OWNER FOR REVIEW & APPROVAL PRIOR TO PURCHASE OR FABRICATION. ANY SUBSTITUTION MATERIAL REQUIRES THE REVIEW & APPROVAL OF THE ARCHITECT. 10. ANY APPLIANCES OR MATERIALS THAT ARE REQUIRED AS PART OF ANY ELECTRICAL, ANY APPLIANCES OR MATERIALS THAT ARE REQUIRED AS PART OF ANY ELECTRICAL, MECHANICAL & PLUMBING WORK & NECESSARY FOR ITS PROPER OPERATION, ALTHOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED & INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER.

AutoCAD SHX Text

4" CONCRETE SLAB (POLISHED FINISH) REFER TO STRUCTURAL DRAWINGS.

ALT. BID: 4" CONDUCTIVE CONCRETE SLAB (POLISHED FINISH) REFER TO STRUCTURAL DRAWINGS

NOAA SCIENCE

NON-NOAA SCIENCE

SYMBOL

LIGHT FIXTURE SCHEDULE

DESCRIPTIONNO.

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DRAWING TITLE:

PROJECT NO. 201203

DRAWN BY: KMK

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SCALE: AS NOTED

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TOWER BUILDING

REFLECTED CEILING AND

POWER PLANS

1/4"=1'-0"

TOWER BUILD. REFLECTED CEILING PLAN

PROJECT

NORTH

N.T.S.

LIGHTING FIXTURE SCHEDULE 02

N.T.S.

REFLECTED CEILING PLAN LEGEND

1/4"=1'-0"

TOWER BUILDING POWER PLAN

PROJECT

NORTH

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

GYP. BD. CEILING, PAINTED FLAT WHITE

AutoCAD SHX Text

GYP. BD. CEILING, PAINTED FLAT WHITE

AutoCAD SHX Text

OC

AutoCAD SHX Text

OC

AutoCAD SHX Text

REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFORMATION

AutoCAD SHX Text

EMERGENCY EXIT SIGN / LIGHT W/ BATTERY BACKUP AND REMOTE HEAD (REF. ELEC.)

AutoCAD SHX Text

EXIT SIGN (REF. ELEC.)

AutoCAD SHX Text

EMERGENCY LIGHT W/ BATTERY BACKUP (REF. ELEC.)

AutoCAD SHX Text

SUPPLY AIR DIFFUSER (REF. MECH.)

AutoCAD SHX Text

RETURN AIR GRILLE (REF. MECH.)

AutoCAD SHX Text

EXHAUST FAN (REF. MECH.)

AutoCAD SHX Text

SWITCH WITH OCCUPANCY SENSOR

AutoCAD SHX Text

OC

AutoCAD SHX Text

3 WAY SWITCH WITH OCCUPANCY SENSOR

AutoCAD SHX Text 3 0C

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text LINEAR SUSPENDED LED EQUAL TO NEO-RAY DEFINE GEN-2-4" SUSPENDED PENDENT DIRECT, 3000K

AutoCAD SHX Text

LINEAR LED EQUAL TO METALUX LW LED WRAP, 4 FEET SURFACE MOUNTED, 4000K

AutoCAD SHX Text REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING SPECIFICATIONS, DETAILS AND CONTROLS

AutoCAD SHX Text E

AutoCAD SHX Text

LINEAR LED EQUAL TO METALUX LW LED WRAP, 4 FEET CHAIN HUNG, 4000K

AutoCAD SHX Text F

AutoCAD SHX Text

LINEAR LED EQUAL TO FAIL-SAFE VRVT3, 4 FEET, SURFACE MOUNTED, 3500K

AutoCAD SHX Text LINEAR SURFACE MTD. LED EQUAL TO NEO-RAY DEFINE GEN-2-4" SUSPENDED SURFACE DIRECT, 3000K

AutoCAD SHX Text

EXISTING 2X4 LAY-IN LED TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

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AutoCAD SHX Text 36"

AutoCAD SHX Text

AutoCAD SHX Text 36"

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REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFORMATION

REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFORMATION

A2.6

A2.6

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DRAWING TITLE:

PROJECT NO. 201203

DRAWN BY: KMK

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SCALE: AS NOTED

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A2.6

TOWER BUILDING

SCHEDULES AND DETAILS

N.T.S.

DOOR SCHEDULE

N.T.S.

ROOM FINISH SCHEDULE02

N.T.S.

MATERIAL AND FINISH LEGEND

N.T.S.

DOOR TYPES05

N.T.S.

DOOR HARDWARE

3" = 1'-0"

EXTERIOR DOOR FRAME DETAIL08

3" = 1'-0"

EXTERIOR DOOR/WINDOW JAMB DETAIL

3" = 1'-0"

EXTERIOR DOOR THRESHOLD DETAIL

AutoCAD SHX Text

SYMBOL

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MATERIAL

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MANUFACTURER

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TYPE / COLOR

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COMMENTS

AutoCAD SHX Text P-1

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PAINT

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SHERWIN WILLIAMS

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SW 7667 ZIRCON

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WALLS

AutoCAD SHX Text P-2

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PAINT

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SHERWIN WILLIAMS

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SW 7604 SMOKEY BLUE

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ACCENT WALLS

AutoCAD SHX Text P-3

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PAINT

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SHERWIN WILLIAMS

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SW 7667 ZIRCON - SEMI GLOSS

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DOORS AND TRIMS

AutoCAD SHX Text P-4

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PAINT

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SHERWIN WILLIAMS

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SW 7075 WEB GRAY - SEMI GLOSS

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DOOR FRAMES

AutoCAD SHX Text P-5

AutoCAD SHX Text

PAINT

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SHERWIN WILLIAMS

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SW 7005 PURE WHITE - FLAT

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CEILINGS

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VB-1

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VINYL BASE

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PATCRAFT

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S127V, COLOR STEEL WOOL 00550

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CT-1

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CERAMIC TILE

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MSI

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FOCUS (1/8" GROUT LINES), COLOR : GLACIER

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WALLS

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VCT-1

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VINYL COMPOSITION TILE

AutoCAD SHX Text

TARKETT

AutoCAD SHX Text

VCT II - 509 PEWTER

AutoCAD SHX Text

FLOORS

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CT-2

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CERAMIC TILE

AutoCAD SHX Text

MSI

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DIMENSION, COLOR: GRAPHITE- NDIMGRA2X2

AutoCAD SHX Text

FLOORS

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CONC-1

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POLISHED CONCRETE

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TO BE DETERMINED

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TO BE DETERMINED

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FLOORS

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PL-1

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PLASTIC LAMINATE

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WILSONART

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SKYLINE WALNUT 7964K-12

AutoCAD SHX Text

MILLWORK

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PL-2

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PLASTIC LAMINATE

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WILSONART

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VAPOR STRANDS 4939K-18

AutoCAD SHX Text

MILLWORK

AutoCAD SHX Text

NOTES: CONFIRM ALL LOCATIONS AND COLORS WITH OWNER

AutoCAD SHX Text GENERAL DOOR NOTES: 1. REFER TO FLOOR PLANS / LARGE SCALE PLANS FOR LEFT / RIGHT DOOR HANDING. REFER TO FLOOR PLANS / LARGE SCALE PLANS FOR LEFT / RIGHT DOOR HANDING. 2. DOORS: MEANS OF EGRESS DOORS SHALL BE EASILY RECOGNIZABLE AS DOORS. DOORS: MEANS OF EGRESS DOORS SHALL BE EASILY RECOGNIZABLE AS DOORS. MIRRORS OR SIMILAR REFLECTIVE MATERIALS SHALL NOT BE USED ON MEANS OF EGRESS DOORS (FBC SECTION 1010.1) 3. DOOR OPENING FORCE: THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR DOOR OPENING FORCE: THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND FORCE (FBC SECTION 1010.1.3). 4. HARDWARE: DOOR HANDLES, PULLS, LATCHES AND OTHER OPERATING DEVICES HARDWARE: DOOR HANDLES, PULLS, LATCHES AND OTHER OPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE (FBC SECTION 1010.1.9.1). 5. ALL INTERIOR DOOR FRAMES SHALL BE KNOCK DOWN HOLLOW METAL. ALL INTERIOR DOOR FRAMES SHALL BE KNOCK DOWN HOLLOW METAL. 6. ALL METAL FRAMES SHALL BE PAINTED ALL METAL FRAMES SHALL BE PAINTED 7. ALL DOORS TO HAVE WALL BUMPERS. ALL DOORS TO HAVE WALL BUMPERS. ABBREVIATIONS: ALUM=ALUMINUM, SC.WD.=SOLID CORE WOOD, H.M.=HOLLOW METAL. T.G.= TEMPERED GLASS, WD-F=FLUSH WOOD DOOR, AG-1 = FULL GLASS DOOR, FL. = H.M. FLUSH DOOR, FL-GL = H.M. FLUSH DOOR W/VISION PANEL, PCKT.= POCKET DOOR

AutoCAD SHX Text DOOR TYPE "FG" NEW DOOR AND FRAME EQUAL TO JELD WEN SMOOTH-PRO FIBERGLASS EXT. DOOR TOP VIEW SQUARE FLUSH

AutoCAD SHX Text

DOOR TYPE 'WD' INTERIOR

AutoCAD SHX Text

SIM.

AutoCAD SHX Text HARDWARE NOTE: ALL HARDWARE SHALL MEET REQUIREMENTS OF ANSI 117.1 ALL HARDWARE SHALL MEET REQUIREMENTS OF ANSI 117.1 KEYING SYSTEM (SCHLAGE "C" KEYWAY). CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL DOOR HARDWARE FOR REVIEW AND APPROVAL BY OWNER PRIOR TO ORDERING HARDWARE PACKAGE 1 - ALARM FUNCTION SINGLE DOORS : HINGES: (3) FULL MORTISE NRP HINGES, STANLEY OR EQUAL, 4.5" X (3) FULL MORTISE NRP HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D LOCKSET: ALARMLOCK DL2700-WP, LEVER HANDLE & TRIM, 26D FINISH. ALARMLOCK DL2700-WP, LEVER HANDLE & TRIM, 26D FINISH. CLOSER: (1) LCN 4010 (1) LCN 4010 SILENCERS: (3) IVES SR65 (3) IVES SR65 HARDWARE PACKAGE 2 - OFFICE FUNCTION SINGLE DOORS: HINGES: (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D LOCKSET: (1) SCHLAGE COMMERCIAL GRADE LOCKSET, OFICE FUNCTION, (1) SCHLAGE COMMERCIAL GRADE LOCKSET, OFICE FUNCTION, LEVER HANDLE & TRIM, 626 FINISH. SILENCERS: (3) IVES SR65 (3) IVES SR65 HARDWARE PACKAGE 3 - PRIVACY FUNCTION SINGLE DOORS: HINGES: (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D LOCKSET: (1) SCHLAGE COMMERCIAL GRADE LOCKSET, PRIVACY FUNCTION, (1) SCHLAGE COMMERCIAL GRADE LOCKSET, PRIVACY FUNCTION, LEVER HANDLE & TRIM, 626 FINISH. SILENCERS: (3) IVES SR65 (3) IVES SR65 HARDWARE PACKAGE 4 - PASSAGE FUNCTION SINGLE DOORS : HINGES: (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D (3) FULL MORTISE HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D LOCKSET: (1) PUSH PANEL & (1) DOOR PULL, 626 FINISH (1) PUSH PANEL & (1) DOOR PULL, 626 FINISH CLOSER: (1) LCN 4010 (1) LCN 4010 SILENCERS: (3) IVES SR65 (3) IVES SR65 KICKPLATE: 16" (DOOR SIZE MINUS 1") PUSH SIDE 16" (DOOR SIZE MINUS 1") PUSH SIDE HARDWARE PACKAGE 5 - EGRESS FUNCTION (EXTERIOR) SINGLE DOORS: HINGES: (3) FULL MORTISE NRP HINGES, STANLEY OR EQUAL, 4.5" X (3) FULL MORTISE NRP HINGES, STANLEY OR EQUAL, 4.5" X 4.5", US26D LOCKSET: PANIC HARDWARE, PULL HANDLE ON EXTERIOR PANIC HARDWARE, PULL HANDLE ON EXTERIOR CLOSER: (1) LCN 4010 (1) LCN 4010 SILENCERS: (3) IVES SR65(3) IVES SR65

AutoCAD SHX Text

REF. PARTITION TYPES FOR STUD SIZE & PARTITION THICKNESS

AutoCAD SHX Text

HEAD (JAMB SIMILAR)

AutoCAD SHX Text

REF. PARTITION TYPES FOR STUD SIZE & PARTITION THICKNESS

AutoCAD SHX Text

INTERIOR

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EXTERIOR

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CROSS SLOPE 1:48 MAX.

AutoCAD SHX Text NOTES: REFER TO SHEET A2.2 FOR LOCATION OF WALL ORIENTATION CONFIRM ALL LOCATIONS AND COLORS WITH OWNER REFER TO SHEET A2.2 FOR LOCATION OF WALL ORIENTATION CONFIRM ALL LOCATIONS AND COLORS WITH OWNER

AutoCAD SHX Text

ROOM FINISH SCHEDULE

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ROOM NUMBER

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ROOM NAME

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FLOOR FINISH

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BASE FINISH

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CEILING FINISH

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CEILING HGT

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ELEVATION-1

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ELEVATION-2

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ELEVATION-3

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ELEVATION-4

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COMMENTS

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NO-NOAA CIENCE

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CS-1

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VB-1

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GYP. BD. - P-1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

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NOAA SCIENCE

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CS-1

AutoCAD SHX Text

VB-1

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GYP. BD. - P-1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

AutoCAD SHX Text P-1

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DOOR SCHEDULE

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FRAME

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RATING

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REMARKS

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DOOR NO.

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LOCATION

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TYPE

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MATERIAL

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WIDTH

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HEIGHT

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THK

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FINISH

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MATERIAL

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HEAD

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FINISH

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HARDWARE

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NON-NOAA SCIENCE

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FG

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FIBERGLASS

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 1-3/4"

AutoCAD SHX Text P-3

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HM

AutoCAD SHX Text 2"

AutoCAD SHX Text P-3

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NOAA SCIENCE

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FG

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FIBERGLASS

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 1-3/4"

AutoCAD SHX Text P-3

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HM

AutoCAD SHX Text 2"

AutoCAD SHX Text P-3

AutoCAD SHX Text

AutoCAD SHX Text 101A

AutoCAD SHX Text

NOAA SCIENCE

AutoCAD SHX Text

WD

AutoCAD SHX Text

WOOD

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 1-3/4"

AutoCAD SHX Text P-3

AutoCAD SHX Text

HM

AutoCAD SHX Text 2"

AutoCAD SHX Text P-3

AutoCAD SHX Text

NOTES: ALL EXISTING AND NEW DOORS AND WINDOWS TO RECEIVE NEW TRIM TO MATCH FIRST FLOOR OR AS SELECTED BY INTERIOR ALL EXISTING AND NEW DOORS AND WINDOWS TO RECEIVE NEW TRIM TO MATCH FIRST FLOOR OR AS SELECTED BY INTERIOR DESIGNER.

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DRAWING TITLE:

PROJECT NO. 201203

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ISSUE FOR:

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TOWER BUILDING

EXTERIOR ELEVATIONS AND

DETAILS

1/4" = 1'-0"

TOWER BUILDING EAST ELEVATION02

1/4" = 1'-0"

TOWER BUILDING NORTH ELEVATION

1/4" = 1'-0"

TOWER BUILDING WEST ELEVATION03

1/4" = 1'-0"

TOWER BUILDING SOUTH ELEVATION

3"=1'-0"

METAL PANEL WINDOW HEAD DETAIL08

1 1/2"=1'-0"

OUTSIDE CORNER DETAIL 05

3"=1'-0"

METAL PANEL SILL DETAIL06

3"=1'-0"

METAL PANEL WINDOW SILL DETAIL

AutoCAD SHX Text

ANDERSEN OR EQUAL PICTURE WINDOW P6030

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ANDERSEN OR EQUAL PICTURE WINDOW P4040

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ANDERSEN OR EQUAL PICTURE WINDOW P4040

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ANDERSEN OR EQUAL PICTURE WINDOW P4040

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ANDERSEN OR EQUAL PICTURE WINDOW P6030

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ANDERSEN OR EQUAL PICTURE WINDOW P6030

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ANDERSEN OR EQUAL PICTURE WINDOW P4040

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ANDERSEN OR EQUAL PICTURE WINDOW P4040

ANDERSEN OR EQUAL PICTURE WINDOW P4040

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DRAWING TITLE:

PROJECT NO. 201203

DRAWN BY: KMK

CHECKED BY: DEJ

SCALE: AS NOTED

ISSUE FOR:

CLIENT REVIEW 01/31/23

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TOWER BUILDING

SECTIONS AND DETAILS

1/4" = 1'-0"

TOWER BUILDING SECTION02

1/2" = 1'-0"

EXTERIOR WALL SECTION

1 1/2" = 1'-0"

ROOF RIDGE DETAIL04

1 1/2" = 1'-0"

GUTTER DETAIL05

1-1/2" = 1'-0"

ROOF PENETRATION DETAIL

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GRADE

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GENERAL STRUCTURAL NOTES STRUCTURAL DRAWING INDEX

DESIGN CRITERIA BUILDING CODE 2018 OF HAWAII

FLOOR DESIGN LIVE LOADS

TYPICAL FLOOR 100 PSF

ROOF DESIGN LIVE LOADS

TYPICAL ROOF 30 PSF

SNOW LOADS

GROUND SNOW LOAD, P

G

= 0 PSF

LATERAL LOADS - WIND

WIND LOAD DESIGN PARAMETERS:

BASIC WIND SPEED, V= 195 MPH

WIND LOAD IMPORTANCE FACTOR I

W

= 1.0

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT, GC

pi

= ±0.18

WIND LOADS ON COMPONENTS AND CLADDING:

COMPONENT LOCATION **

ZONE 1 TYPICAL ROOF

ZONE 2 ROOF PERIMETER

ZONE 3 ROOF CORNER

ZONE 4 TYPICAL WALL + 85.5 PSF / - 92.8 PSF

ZONE 5 WALL CORNERS + 85.5 PSF / - 114.5 PSF

**NOTE : COMPONENT WIND LOADS ARE BASED ON A TRIBUTARY AREA OF 10 SQ. FT.

VALUES MAY BE ADJUSTED PROVIDED WIND LOAD CALCULATIONS ARE SUBMITTED FOR

REVIEW.

LATERAL LOADS - SEISMIC

SEISMIC LOAD INFORMATION FOR STRUCTURAL FRAME:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, I

E

= 1.00

SHORT PERIOD MAPPED SPECTRAL RESPONSE ACCELERATION S

S

= 2.46

1-SECOND MAPPED SPECTRAL RESPONSE ACCELERATION S

= 1.05

LONG PERIOD TRANSITION PERIOD T

L

= 12

SITE CLASS D (ASSUMED)

SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT S

DS

= 1.71

1-SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT S

D1

= 1.92

SEISMIC DESIGN CATEGORY, E

ANALYSIS PROCEDURE EQUIV. LAT. FORCE

BASIC SEISMIC-FORCE-RESISTING SYSTEM LIGHT-FRAMED WALLS w/

WOOD STRUCT. PANELS

OR

ORDINARY STEEL MOMENT

FRAMES

RESPONSE MODIFICATION FACTOR R = 6.5 OR 3.5

FOUNDATION NOTES

1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED STRATUM HAVING A MINIMUM ALLOWABLE BEARING

PRESSURE OF 2,000 PSF (ASSUMED), VERIFIED IN THE FIELD BY A GEOTECHNICAL ENGINEER, HIRED BY

THE OWNER, UNLESS OTHERWISE NOTED.

2. SPECIAL INSPECTIONS FOR EXISTING SOIL CONDITIONS AND LOAD BEARING REQUIREMENTS SHALL BE

IN ACCORDANCE WITH THE CURRENT BUILDING CODE.

3. BOTTOM OF ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL

ENGINEER BEFORE PLACING ANY CONCRETE. APPROVAL IN WRITING MUST INDICATE SOIL IS ADEQUATE

TO SAFELY SUSTAIN A SOIL NET BEARING PRESSURE OF 2,000 PSF.

4. UNLESS DICTATED BY THE GEOTECHNICAL ENGINEER, ALL ENGINEERED FILL BENEATH FLOOR SLABS, FOUNDATIONS AND PAVEMENT SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT

OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698). THE COMPACTION SHOULD BE

ACCOMPLISHED BY PLACING THE FILL IN ABOUT 8 INCH THICK (OR LESS) LOOSE LIFTS AND

MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY.

5. PROVIDE ALL DEWATERING AS REQUIRED DURING THE EXCAVATION AND CONSTRUCTION OF THE

FOUNDATION WORK INCLUDING PREVENTIVE MEASURES RELATED TO EXCAVATION STABILITY, SEE

SPECIFICATIONS.

6. STANDARD PROCEDURES FOR FROST PROTECTION OF FOUNDATIONS AND EXCAVATIONS SHALL BE

EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS

POSSIBLE TO PROTECT FOUNDATIONS FROST.

7. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF THREE FEET (3'-0") BELOW EXTERIOR

FINISH GRADE.

8. BOTTOM OF FOOTING GIVEN IN THE FOUNDATION PLAN MARKED THUS (...) ARE APPROXIMATE AND MUST

BE VERIFIED IN THE FIELD IN ACCORDANCE WITH NOTES ABOVE. SEE FOUNDATION NOTES ON PLANS.

9. ALL EXISTING UNDERGROUND UTILITIES IN THE AREA OF THE NEW CONSTRUCTION SHALL BE

RELOCATED UNLESS OTHERWISE NOTED ON THE DRAWINGS BEFORE ANY NEW FOUNDATION WORK IS

STARTED. EXISTING SITE ELEMENTS AND UTILITIES, MANHOLES, CATCH BASINS, ETC. ADJACENT TO

NEW CONSTRUCTION EXCAVATIONS SHALL BE PROTECTED BY SHEETING AND/OR SHORING. THIS

PROTECTION SHALL BE PROVIDED AND DESIGNED BY THE CONTRACTOR AND HIS REGISTERED

PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECTS JURISDICTION WHO SHALL BE

TOTALLY RESPONSIBLE FOR ITS DESIGN AND INSTALLATION.

10. COORDINATE ALL FOUNDATION WORK WITH ALL UNDERGROUND UTILITIES. ALL NEW UNDERGROUND

UTILITIES OR PIPES SHALL NOT BE PLACED BELOW SPREAD FOOTINGS. IF ANY SUCH CONDITION

OCCURS, NOTIFY THE ENGINEER AND DROP THE BOTTOM OF FOOTING TO CLEAR THE PIPE AT NO

ADDITIONAL COST TO THE OWNER.

11. BACKFILL AGAINST WALLS SHALL FOLLOW THE CRITERIA NOTED. AS A MINIMUM, WALLS MUST HAVE

REACHED THEIR 28 DAY DESIGN STRENGTH OR BE IN PLACE 14 DAYS, WHICHEVER IS LONGER. FOR

CONCRETE FOUNDATION WALLS AND RETAINING WALLS, BACKFILL SHALL BE PLACED EVENLY ON BOTH

SIDES TO THE FLOOR SUBGRADE LEVEL. EQUIPMENT USED TO COMPACT THE BACKFILL WILL BE SUCH

AS TO LIMIT PRESSURES ON THE WALLS AND THE DESIGN VALUES ARE TO BE REVIEWED AND

ACCEPTED BY A GEOTECHNICAL ENGINEER LICENSED IN NEW JERSEY AND RETAINED BY THE OWNER.

THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE FOUNDATION WALL AT THEIR

OWN EXPENSE TO WITHSTAND THE ADDITIONAL LOADS FROM HEAVY EQUIPMENT.

12. PROVIDE STANDARD STEEL PIPE SLEEVES FOR ALL PIPES PASSING THROUGH NEW CONCRETE WALLS

AND NEATLY CORED HOLES A MINIMUM OF ONE PIPE SIZE LARGER THAN NEW PIPE THROUGH EXISTING

CONCRETE WALLS WHERE SHOWN ON THE DRAWINGS. COORDINATE CORED HOLES WITH SEALANT,

ETC., REQUIREMENTS WITH RELATED SPECIFICATIONS. SEE TYPICAL DETAIL ON DRAWING S5.1.

13. WHERE THE EXCAVATION FOR SERVICE LINE TRENCHES IS LOWER THAN AND CLOSER THAN A 1.5H:1V

SLOPE TO THE BOTTOM OF A NEW OR EXISTING COLUMN OR WALL FOOTING, BACKFILL THE EXCAVATION

WITH LEAN MIX CONCRETE. TOP OF FILL TO BE ON A 1.5H:1V SLOPE FROM BOTTOM OF ADJACENT

FOUNDATIONS.

14. FOR ADDITIONAL REQUIREMENTS SEE TYPICAL DETAILS.

TEMPORARY STRUCTURE BRACING, EXISTING BUILDINGS, AND DELEGATED DESIGN

1. TEMPORARY LATERAL BRACING OF THE BUILDING STRUCTURE TO RESIST WIND AND SEISMIC FORCES

DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. THIS BRACING SHALL BE

PROVIDED FOR WOOD FRAMING, CMU AND CONCRETE WALLS UNTIL ALL CONNECTIONS BETWEEN

THESE ELEMENTS TO THE STRUCTURAL FRAME HAVE BEEN COMPLETED AND THE PERMANENT

LATERAL BRACING CONNECTIONS FOR THE STRUCTURE ARE COMPLETE.

GENERAL NOTES

1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS

AS INDICATED IN THE STRUCTURAL NOTES FOR THIS JOB. FAILURE OF THE CONTRACTOR TO READ THE

STRUCTURAL NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS.

2. FIELD MODIFICATIONS TO ANY STRUCTURAL COMPONENTS SHALL NOT BE MADE WITHOUT PRIOR

WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. THIS INCLUDES, BUT IS NOT LIMITED TO

REVISIONS DUE TO MIS-LOCATION, MISFIT, OR ANY OTHER CONSTRUCTION ERRORS.

3. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND

MUNICIPAL CODES INCLUDING ALL OSHA REGULATIONS.

4. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PEOPLE WHO MAY BE ON

OR NEAR THE WORK AREA, BY MAINTAINING A SAFE WORK AREA, SAFE WORKING CONDITIONS, AND

LIMITING ACCESS TO THE WORK AREA.

5. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO

THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

6. CONTRACTOR SHALL PERSONALLY SUPERVISE THE WORK AND SHALL BE PRESENT AT THE WORK SITE

AT ALL TIMES DURING CONSTRUCTION WORK. CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL

FOR THE PROPER COORDINATION AND EXPEDITING OF THE WORK.

7. DO NOT SCALE THESE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION FOR PURPOSES OF

CONSTRUCTION.

8. DETAILS LABELED "TYPICAL DETAILS" OR DETAILS ON "TYPICAL DETAILS" SHEETS APPLY TO SITUATIONS

THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS AND DIMENSIONS

APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH

ARCHITECTURAL DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD

CONDITIONS.

10. VERIFY ALL OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS WITH WITH THE DIMENSIONS AND

LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS AS WELL AS DRAWINGS OF OTHER TRADES

PRIOR TO CONSTRUCTION.

11. ENSURE PROPER STORAGE OF MATERIAL IS MAINTAINED SO AS NOT TO CAUSE OVERLOADING OF THE

EXISTING OR NEW STRUCTURE DURING PERFORMANCE OF THIS WORK. STORE ALL HEAVY MATERIALS

ON THE GROUND AND ONLY MOVE TO ELEVATED FLOOR AND ROOF WHEN REQUIRED FOR

INSTALLATION.

12. COORDINATE ALL RELATED TRADE ACTIVITY REGARDING SHUT DOWNS, RE-ROUTING, TEMPORARY

INSTALLATION, ETC. NECESSARY FOR THIS INSTALLATION WITH OWNER'S REPRESENTATIVE.

13. ESTABLISH SPECIFIC MEANS AND METHODS FOR INSTALLATION AND COORDINATE THE WORK FOR ALL

CONTRACTORS AND COMPLY WITH OWNER'S REQUIREMENTS.

14. COORDINATE WITH EQUIPMENT MANUFACTURERS FOR EXACT SIZE, LOCATION, ETC. OF PITS, CAST-IN

ITEMS, WALLS, ETC. BEFORE LAYOUT, ORDERING ANY MATERIAL OR COMMENCEMENT OF ANY WORK.

POST-INSTALLED ANCHORS

1. THE ADHESIVE ANCHOR SYSTEM USED FOR POST-INSTALLED ANCHORAGE TO CONCRETE SHALL

CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY PUBLISHED ACI 355.4, ACCEPTANCE

CRITERIA FOR QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE AND

COMMENTARY.

2. THE ADHESIVE ANCHORS SHALL BE SUPPLIED AS AN ENTIRE SYSTEM. THE SYSTEM SHALL INCLUDE, BUT

IS NOT LIMITED TO, THE NEW ADHESIVE CARTRIDGE, A CLEAN MIXING NOZZLE, EXTENSION TUBE, A

DISPENSING GUN, AND ALL MANUFACTURER RECOMMENDED SUPPLIES FOR PROPERLY CLEANING THE

DRILLED HOLE.

3. EYEBOLTS, THREADED STUDS, INTERNAL THREADED PARTS TO BE USED IN ADHESIVE ANCHOR

ASSEMBLIES SHALL CONFORM TO ASTM A36, A193 (GRADE B7), A307, B348 (BD), OR F1554. STAINLESS

STEEL ANCHOR RODS SHALL BE AISI TYPE 304 OR TYPE 316. THREADS SHALL BE UNC COARSE

THREADS, UNLESS NOTED OTHERWISE. COMPATIBLE NUTS AND WASHERS SHALL BE FURNISHED WITH

THE ALL-THREAD ROD AND CONSIDERED PART OF THE ASSEMBLY. THE COST OF THE HARDWARE

SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLED ADHESIVE ANCHOR ASSEMBLY.

4. NUTS, WASHERS, AND OTHER HARDWARE USED WITH AN ALL-THREADED BAR ADHESIVE ANCHOR

SYSTEM SHALL HAVE A MATERIAL OR AN ALLOY DESIGNATION THAT MATCHES THE ALL-THREAD

MATERIAL / ALLOY. GALVANIZED ASSEMBLIES SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH

ASTM A153 CLASS C. ELECTROPLATE GALVANIZING IS NOT ACCEPTABLE. DISSIMILAR METAL

ASSEMBLIES SHALL BE SEPARATED BY NYLON, EPDM, OR OTHER APPROVED NON-METALLIC WASHERS.

5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2,500 PSI AT THE TIME OF

ADHESIVE ANCHOR INSTALLATION.

6. CONCRETE AT TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A MINIMUM AGE OF 21 DAYS.

7. CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL BE AT LEAST 50

DEGREES F.

8. EMBEDMENT DEPTH AND ANCHOR PROJECTION (STICK-OUT) FROM THE CONCRETE SURFACE SHALL BE

AS SHOWN ON THE DRAWING OR DETAIL FOR THE PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING

INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM EMBEDMENT DEPTH SHALL BE 10 TIMES THE

ANCHOR DIAMETER IN INCHES AND MINIMUM STICK-OUT SHALL BE AS REQUIRED TO MAKE THE

CONNECTION.

9. ADHESIVES SHALL BE STORED AND INSTALLED AT THE SERVICE TEMPERATURE RANGES

RECOMMENDED BY THE MANUFACTURER.

10. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE

ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER AND THE CONTRACT

DOCUMENTS. POST-INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

11. THE INSTALLER'S QUALIFICATIONS SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

12. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO INSTALL THE ADHESIVE ANCHOR

INCLUDING, BUT NOT LIMITED TO, DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES, BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP VACUUMS, WRENCHES, ETC.

13. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A ROTARY IMPACT HAMMER DRILL OR ROCK

DRILL.

14. ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE INJECTION, AS REQUIRED BY

THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS.

15. ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR OTHER COATINGS.

16. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED IN-PLACE TO PREVENT DISPLACEMENT

WHILE THE ADHESIVE CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ANCHORS SHALL BE

INSTALLED PERPENDICULAR TO THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE FULL

ADHESIVE CURE SHALL BE CONSIDERED DAMAGED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

17. ALL-THREADED BARS SHALL NOT BE BENT AFTER BEING ADHESIVELY EMBEDDED IN HARDENED, SOUND

CONCRETE, UNLESS PERMITTED BY THE ENGINEER.

18. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING.

19. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE

ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE

STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE

CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF

INSTALLING ANCHORS.

20. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF

ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE

CLEARANCES INDICATED ON THE DRAWINGS.

21. AN INDEPENDENT, APPROVED AGENCY SHALL PERFORM SPECIAL INSPECTION OF POST INSTALLED

ANCHORS IN ACCORDANCE WITH REQUIREMENTS OF IBC, CHAPTER 17.

WOOD TRUSS NOTES

1. DESIGN, FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL

BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:

A. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS

CONSTRUCTION (ANSI/TPI 1).

B. METAL PLATE CONNECTED WOOD TRUSS HANDBOOK (LATEST EDITION) PUBLISHED BY THE WTCA.

C. GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, AND BRACING OF METAL PLATE

CONNECTED WOOD TRUSSES BUILDING COMPONENT SAFETY INFORMATION (BCSI - LATEST

EDITION).

2. BRACING IN THE PLANE OF THE WEB MEMBERS:

A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH

TRUSS WEB MEMBER AS REQUIRED.

B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL

LUMBER). THIS BRACING IS TO BE CONTINUOUS.

C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED. ONE AT EACH VERTICAL WEB

MEMBER CLOSEST TO BEARING LOCATIONS.

3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8 TO 10 FEET

NAILED TO TOP OF THE BOTTOM CHORD.BBDIAGONALS PLACED AT 45 DEGREES TO THE LATERAL

BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL

BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS.

4. TOP CHORD BRACING:

A. IF PLYWOOD SHEATHING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO

DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED.

B. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING

EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS.

5. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF THE PROJECT'S JURISDICTION AND SEALED CALCULATIONS ARE

TO BE SUBMITTED FOR APPROVAL.

6. WOOD FLOOR AND ROOF TRUSSES SHALL BE DESIGNED ACCORDING TO THE FOLLOWING DEFLECTION

CRITERIA. THE TRUSSES SHALL BE DESIGNED WITH SUFFICIENT CAMBER TO COUNTERACT ANY

DEFLECTION WHICH EXCEEDS L/360 OF THE SPAN UNDER THE APPLICATION OF THE SPECIFIED LIVE

LOAD CONDITIONS.

A. FLOOR TRUSS LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240.

B. ROOF TRUSS LIVE LOAD DEFLECTION = L/240, TOTAL LOAD DEFLECTION = L/180.

7. ALL GABLE END TRUSSES SHALL BE DESIGNED AND BRACED TO SUPPORT COMPONENT AND CLADDING

WIND LOAD ON EXPOSED FACE OF TRUSS.

8. ALL STRUCTURAL WOOD MEMBERS, BRACING AND CONNECTIONS TO BE OF SUFFICIENT SIZE AND

CAPACITY TO CARRY ALL THE SPECIFIED DESIGN LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN

VALUES.

9. THE INFORMATION, PRESENTED BELOW, IS PROVIDED TO FACILITATE THE EXECUTION OF THE SCOPE

OF WORK SPECIFIED ABOVE, BUT IS IN NO WAY TO BE CONSTRUED AS RELIEVING THE CONTRACTOR

FROM HAVING THE SOLE RESPONSIBILITY FOR THE DESIGN, FABRICATION AND ERECTION OF THE

WOOD TRUSS ROOF FRAMING SYSTEMS IN ACCORDANCE WITH THE SPECIFIED CODES AND SPECIFIED

DATA.

10. DIMENSIONS GIVEN FOR WOOD TRUSSES ARE TO CENTERLINES OF JOINTS, MEMBERS AND

SUPPORTING WALLS UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHALL BE COORDINATED WITH

ARCHITECTURAL DRAWINGS.

11. ALL WOOD TRUSSES SHALL BE CONNECTED TO WOOD PLATES AT THE TRUSS BEARING POINTS WITH

FRAMING ANCHORS AND NAILS AS SHOWN ON THE DRAWINGS.

12. PERTINENT DATA, REGARDING THE TIMBER TRUSSES, IS AS FOLLOWS:

A. TRUSS LAYOUT: THE INTENT OF THE LINE DIAGRAMS SHOWN IS TO PROVIDE A GENERAL

DESCRIPTION OF THE VARIOUS TRUSS CONFIGURATIONS WHICH CAN OCCUR ON THIS PROJECT.

ACTUAL SPACING AND GEOMETRY OF THE TRUSSES SHALL BE ESTABLISHED AND COMPATIBLE

WITH THE RELEVANT INFORMATION REPRESENTED IN THE ARCHITECTURAL,

MECHANICAL/PLUMBING/ELECTRICAL, AND STRUCTURAL DRAWINGS AND SPECIFICATIONS.

B. METHOD OF ANALYSIS: THE TRUSS BEARING SUPPORTS SHALL BE REGARDED AS SIMPLE

SUPPORTS (I.E., ONE HINGED SUPPORT AND ONE ROLLER SUPPORT), SO THAT THE…