1-20260410 Mansfield Cafeteria - bid drawings.pdf

MATERIALS SYMBOLS

GYPSUM WALLBOARD

WOOD BLOCKING

BATT INSULATION

BRICK

CONCRETE

FOAM INSULATION

CONCRETE UNIT MASONRY

FINISH WOOD

ROUGH WOOD

PLYWOOD/SHEATHING

MDO/MDF

EARTH

GRAVEL

CLAY

RIGID INSULATION

STEEL

ALUMINUM

STONE

TILE

LOOSE FILL INSULATION

GLASS

TERRAZZO

ORIENTED STRAND BOARD (0SB)

CORK

XX KEYED NOTE (DEMOLITION)

KEYED NOTE IDENTIFIERXX

XX CASEWORK/MILLWORK IDENTIFIER

XX REVISION IDENTIFIER

NO. COLUMN LINE OR

GRID IDENTIFIER

NO.

DWG

NO.

SIM

DETAIL INDICATOR

NO.

DWG

SIM

SECTION INDICATOR

NO.

DWG

SIM

EXTERIOR ELEVATION

INDICATOR

DWG

XX

XX XX

XX

INTERIOR ELEVATION

INDICATOR

ROOM NAME

NO.

150 SF

ROOM IDENTIFIER

DOOR NO.

DR NO.

1HR

DOOR & RATING IDENTIFIER

NO. WINDOW / GLAZING IDENTIFIER

NO. PARTITION TYPE IDENTIFIER

NO. ACCESSORIES IDENTIFIER

MATL

NO. CEILING HEIGHT &

MATERIAL IDENTIFIER LEVEL NAME

ELEVATION

EL NO. SPOT ELEVATION

INDICATOR

WALL FINISH

BASE MATL

FLOOR FINISH

FLOOR FINISH PLAN -

FLOOR/WALL/BASE

FINISH IDENTIFIER

NORTH INDICATOR

LINE TYPES

LEVEL INDICATOR

SLOPE INDICATOR

NO.

NO.

EXISTING CONSTRUCTION

ITEM / WALL TO BE DEMOLISHED

NEW CONSTRUCTION

HIDDEN ITEM

ITEM ABOVE

CENTERLINE

GRID LINE

BREAK LINE

MATCH LINE

VIEW NO. / SHEET NO.

VIEW NO. / SHEET NO.

MOISTURE / VAPOR BARRIER

DAMPROOFING / WATER PROOFING

0" - 0" DIMENSION STRING

D O

O R

N O

EXISTING DOOR TO REMAIN

(SWING @ 45 DEGREES)

DOOR TO BE DEMOLISHED

NEW DOOR AS SCHEDULED

(SWING @ 90 DEGREES)

GL-NO. GLAZING PANEL

IDENTIFIER

NO. FURNITURE IDENTIFIER

GENERAL CONDITIONS

1. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS, AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN.

2. PERFORM ALL WORK INCLUDING CONSTRUCTION PRACTICES, USE AND DISPOSAL OF MATERIALS, AND QUALITIES OF WORKMANSHIP, IN STRICT ACCORDANCE WITH

THE REQUIREMENTS OF THE GOVERNING LOCAL, STATE, AND NATIONAL CODES AND SPECIFICATIONS FOR THIS CONSTRUCTION PROJECT. PROVIDE APPROPRIATE

SAFETY MEASURES SATISFYING ALL OSHA REQUIREMENTS.

3. QUALITY OF MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES OF THE TRADES INVOLVED.

4. THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES AND OBTAIN ALL REQUIRED BUILDING PERMITS PRIOR TO COMMENCEMENT OF THE WORK.

COSTS OF PERMITS TO BE PAID BY BUILDER, APPROVED PERMIT TO BE POSTED.

5. A COMPLETE SET OF PROJECT DOCUMENTS, INCLUDING AN ORIGINAL STAMPED SET OF DRAWINGS AND ALL SUBSEQUENT CHANGES AND CLARIFICATIONS SHALL BE

KEPT ON SITE AT ALL TIMES. ALL PROPOSED CHANGES TO ORIGINAL PROJECT DOCUMENT BID SET ARE TO BE SUBMITTED BY CONTRACTOR IN THE FORM OF CHANGE

ORDERS, INCLUDING ALL BACKUP INFORMATION, FOR APPROVAL BY OWNER/ARCHITECT.

6. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR, OWNER, AND ARCHITECT SHALL HOLD A PRE-CONSTRUCTION CONFERENCE TO CONFIRM SITE ACCESS ROUTE, SCHEDULE, AND SEQUENCE OF WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.

THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURY CAUSED BY OR DURING THE EXECUTION OF WORK.

8. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF DETAILS TO BE USED THROUGHOUT. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES, SHALL BE REPEATED. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE

INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.

9. CONTRACTOR TO VERIFY AND/OR ESTABLISH ALL EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND TO NOTIFY THE OWNER/ARCHITECT OF ANY DISCREPANCIES AND/OR DEVIATIONS FROM DRAWINGS. PROPOSED REMEDIES, IF REQUIRING ADDITIONAL WORK, ARE TO BE SUBMITTED FOR APPROVAL IN THE FORM OF WRITTEN CHANGE ORDERS TO THE OWNER IN ACCORDANCE WITH THE TERMS OF THE CONTRACT BEFORE ORDERING MATERIAL OR COMMENCING WITH

WORK.

10. CONTRACTOR TO VERIFY LOCATION OF ALL BELOW GRADE UTILITIES AND STORM WATER SYSTEMS PRIOR TO EXCAVATION. NOTIFY ARCHITECT OF ANY CONFLICTS

WITH PROPOSED CONSTRUCTION.

11. ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR WORK THAT THE ARCHITECT/ENGINEER'S DOES NOT REVIEW AND/OR WORK NOT COMPLETED IN ACCORDANCE WITH ARCHITECT/ENGINEER'S PLAN AND/OR INSTRUCTIONS. NO DEVIATION FROM DESIGN DRAWINGS IS PERMITTED WITHOUT WRITTEN APPROVAL.

12. PROVIDE DAILY CLEAN-UP OF AREAS ADJACENT TO CONSTRUCTION AS WELL AS PERIODIC CLEAN-UP OF CONSTRUCTION AREAS.

13. AT JOB COMPLETION, BESIDES FINAL GENERAL CLEANING, REMOVE ALL STAINS AND PAINT FROM ALL NEW GLASS, TILE, AND OTHER FINISHES AND WASH AND

POLISH STONE.

1. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.

2. ITEMS NOT NOTED AS EXISTING ARE NEW. DOORS AND WINDOWS NOT NUMBERED ON THE FLOOR PLAN OR ELEVATIONS ARE EXISTING TO REMAIN, UNLESS NOTED

OTHERWISE.

3. ALL DIMENSIONS TO EXISTING SURFACES ARE TO FINISH, AND ALL DIMENSIONS TO NEW CONSTRUCTION ARE TO ROUGH FRAMING, UNLESS NOTED OTHERWISE.

4. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION SYSTEMS INDICATED ON ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. COORDINATE WITH

MEPF DRAWINGS

5. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PROTECTED BY 5/8" FIRE RATED GWB UNLESS NOTED OTHERWISE.

GENERAL DRAWING NOTES

1 HR FIRE-RATED WALL

2 HR FIRE-RATED WALL

3 HR FIRE-RATED WALL

PATH OF EGRESS

ABBREVIATIONS

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

ADJUST ADJUSTIBLE

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AFF / AFFL ABOVE FLOOR FINISH

AL / ALUM ALUMINUM

ALT ALTERNATE

ANNOD ANNODIZED

AP ACCESS PANEL

APP APPLIANCE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARCHT ARCHITECT

AWN AWNING

B/O BOTTOM OF

B/T BETWEEN

BC BRICK COURSE(S)

BD BOARD

BDBD BEADBOARD

BIM BUILDING INFORMATION MODEL (3D

MODEL)

BLDG BUILDING

BM BEAM

BOL BOLLARD

BOT BOTTOM

BSMT BASEMENT

CBB CEMENTITUOUS BACKER BOARD

CBNT CABINET

CI CAST IRON

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONTR CONTRACTOR / CONTRACT

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

As indicated

4/

/2

0:

:5

A M

G .0

3/23/2026

Author

Checker

Project Number

COVER SHEET

NORTH PENN -

MANSFIELD JR.-SR. HIGH

SCHOOL CAFETERIA

RENOVATION

73 WEST WELLSBORO STREET

MANSFIELD, PA 16933

ARRIS ENGINEERING

GROUP, LTD.

667 SOUTH RIVER ST.

PLAINS, PA 18705

REUTHER+BOWEN

326 WARD STREET

SCRANTON, PA 18512

SOUTHERN TIOGA

SCHOOL DISTRICT

310 MORRIS ST,

BLOSSBURG, PA 16912

NORTH PENN - MANSFIELD JR.-SR.

HIGH SCHOOL CAFETERIA RENOVATION

DRAWING INDEX

SITE LOCATION MAP

NO. SHEET NAME REVISION NO.

GENERAL

G0.00 COVER SHEET

G1.01 CODE DATA

STRUCTURAL

S0.01 GENERAL STRUCTURAL NOTES

S1.00 PARTIAL CAFETERIA FRAMING PLAN

ARCHITECTURE

A1.00 DEMOLITION, NEW WORK PLANS, AND NOTES

A1.01 REFLECTED CEILING, FINISH PLAN, AND NOTES

MECHANICAL

M1.00 MECHANICAL DEMOLTION AND NEW WORK PLANS

ME.00 MEP SPECIFICATIONS

ELECTRICAL

E1.00 ELECTRICAL DEMOLTION AND NEW WORK PLANS

SOUTHERN TIOGA SCHOOL DISTRICT

310 MORRIS STREET, BLOSSBURG, PA 16912

73 WEST WELLSBORO STREET, MANSFIELD, PA 16933

ABBREVIATIONS

COORD COORDINATE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

CW CURTAIN WALL

D DEPTH

DBL DOUBLE

DED DEDICATED

DEMO DEMOLITION

DET(S) DETAILS(S)

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM(S) DIMENSION(S)

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E/W EACH WAY

EA EACH

EAG EXHAUST AIR GRILLE

EC ELECTRICAL CONTRACTOR

EEW EMERGENCY EYE WASH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENG ENGINEERED

EQ EQUAL / EQUIVALENT

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EX / EXIST / EXG EXISTING

EXP EXPANSION

EXT EXTERIOR

FACT FACTORY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEN FENCE

FF FILTER FABRIC

FHR FIRE HOSE REEL

ABBREVIATIONS

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPLACE / FIRE PROTECTION /

FIREPROOFING

FT FOOT

FTG FOOTING

FX FIXED

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GLZ GLAZING

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HCAP HANDICAP

HDG / HD GALV. HOT-DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HOP HOPPER

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATION AIR CONDITIONING

ID INSIDE DIAMETER

IN INCHES

INCAN INCANDESCENT

INCL INCLUDING

INSUL INSULATION / INSULATED

INT INTERIOR

ISF INTERIOR STOREFRONT

JAN JANITOR

ABBREVIATIONS

JC JANITOR CLOSET

JT JOINT

L LOW

LAM LAMINATED

LED LIGHT EMITTING DIODE

LIN LINOLEUM

LKG LOOKING

LP LOW POINT

LT LIGHT

LV LOW VOLTAGE

LVL LAMINATED VENEER LUMBER

LVR LOUVER

LVT LUXURY VINYL TILE

MANUF / MFG(R) MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL ELECTRICAL PLUMBING

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR MOP RECEPTOR

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/A OVERALL

O/C / OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OH OVERHEAD

OPER OPERABLE

OPNG OPENING

OPP OPPOSITE

PARTN PARTITION

PC PLUMBING CONTRACTOR

NORTH PENN - MANSFIELD JR.-SR. HIGH SCHOOL

NO. ISSUE DESCRIPTION DATE

ABBREVIATIONS

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLST PLASTER

PLUMB PLUMBING

PLY/PLYWD PLYWOOD

PNT(D) / PTD PAINTED

PR PAIR / PRINTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RISER

RAD RADIUS

RAG RETURN AIR GRILLE

RD ROOF DRAIN

RECP/REC RECEPTACLE

REF REFRIGERATOR / REFERENCE

REINF REINFORCING / REINFORCED

REQ / REQ'D REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RWC RAIN WATER CONDUCTER/COLLECTOR

S&R SHELF AND ROD

SAG SUPPLY AIR GRILLE

SAN SANITARY

SC SOLID CORE

SCR SCREEN

SCW SOLID CORE WOOD

SECT SECTION

SF SQUARE FOOT / STEPPED FOOTING

SF STOREFRONT

SH SINGLE HUNG

SHT SHEET

SIM SIMILAR

SL SLIDER

SPEC SPECIFICATION

SQ SQUARE

ABBREVIATIONS

SS SOLID SURFACE

SSTL STAINLESS STEEL

ST STUCCO

STD(S) STANDARD(S)

STL STEEL

STN STONE / STAINED

STRUC / STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

T&G TONGUE AND GROOVE

T/O TOP OF

T/TR TREAD

TBD TO BE DETERMINED

TE TEMPERED

TG TEMPERED GLASS

THK THICK / THICKNESS

TOD TOP OF DECK

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

U/S UNDERSIDE

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VCB VINYL COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VISION PANEL

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC/EWC WATER COOLER

WD WOOD

WDW WINDOW

WG WIRE GLASS

WH WATER HEATER

WP WALL PAPER / WALL PROTECTION

WWF WELDED WIRE FABRIC

BUILDING CODE DATA SUMMARY

APPLICABLE BUILDING CODES & REGULATIONS:

BOROUGH OF MANSFIELD

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL RESIDENTIAL CODE

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS

AND FACILITIES

PROJECT DESCRIPTION:

THE PROJECT IS TO PROVIDE NEW OPENING WITHIN THE WALL BETWEEN THE KITCHEN AND CAFETERIA AT NORTH PENN-MANSFIELD JR-SR HIGH SCHOOL. THERE IS NO CHANGE TO BUILDINGS EGRESS OR OCCUPANCY LOAD.

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL ELECTRICAL CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL FUEL GAS CODE

EXISTING BUILDING

OCCUPANCY CLASSIFICATION:

ALLOWABLE AREA:

OCCUPANCY SEPARATION PROVIDED:

ACTUAL AREA:

AUTOMATIC SPRINKLERS PROVIDED:

ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS:

STANDPIPE SYSTEMS:

PORTABLE FIRE EXTINGUISHERS:

IEBC ALTERATION LEVEL:

CORRIDOR FIRE-RESISTANCE RATING:

MAXIMUM EXIT ACCESS TRAVEL DISTANCE:

GROUP E NO CHANGE

AREA OF WORK1

NOTES:

CONSTRUCTION CLASSIFICATION:

# OF EXITS REQUIRED / # OF EXITS PROVIDED

LEVEL 1 ALTERATIONS:

SECTION 702 BUILDING ELEMENTS AND MATERIALS:

• ALL NEW FINISHES SHALL COMPLY WITH SECTION 804 OF IBC 2021.

SECTION 703 FIRE PROTECTION:

• NO CHANGES TO EXISTING BUILDING FIRE PROTECTION SYSTEMS.

SECTION 704 MEANS OF EGRESS:

• NO CHANGES TO EXISTING BUILDING MEANS OF EGRESS AS A RESULT

OF NEW WORK.

SECTION 705 REROOFING:

• N/A

SECTION 706 STRUCTURAL:

• NEW STRUCTURAL ELEMENTS TO BE ADDED AND INCORPORATED

WITH EXISTING BUILDING STRUCTURE FOR THE SUPPORT OF NEW

ACCORDION DOOR ASSEMBLY.

SECTION 707 ELECTRICAL:

• EXISTING ELECTRICAL SYSTEMS TO BE MODIFIED AND COMPLY WITH

NEW WORK.

SECTION 708 ENERGY CONSERVATION:

• N/A

N/A N/A

N/A NO CHANGE

N/A 300 GSF

TYPE IIB NO CHANGE

NONE NO CHANGE

NONE NONE

NOT REQUIRED NO CHANGE

NO CHANGEEXISTING PROVIDED

2 / 5 NO CHANGE

N/A NO CHANGE

TOTAL OCCUPANT LOAD: - NO CHANGE

200 FT. NO CHANGE

(a) (b) (a) (b)

OBSTRUCTED HIGH SIDE REACHOBSTRUCTED HIGH FORWARD REACH

SIDE & FRONT REACH CLEARANCES

SCALE : 1/4" = 1'-0" ANSI A117.1-2017

MAX.

20"

M A

X.

MAX.

20"-25"

M A

X.

M A

X.

MAX.

10"

Figure 308.3.2Figure 308.2.2

M A

X.

MAX.

>10"-24"

M A

X.

ADA STANDARDS

m in

18 min

12 min** m in

12 min** m in

**IF BOTH CLOSER AND LATCH ARE PROVIDED

**IF BOTH CLOSER AND LATCH ARE PROVIDED

36 min 15 m in

42 min 13 m in

22 min m in

24 min m in

24 min m in

MANUAL SWINGING DOOR CLEARANCES

SCALE : 1/4" = 1'-0"

Figure 404.2.3.2 (C)

Figure 404.2.3.2 (B)

Figure 404.2.3.2 (A)

Figure 404.2.3.2 (D)

Figure 404.2.3.2 (E)

Figure 404.2.3.2 (F)

Figure 404.2.3.2 (G)

Figure 404.2.3.2 (H)

EXISTING

BUILDINGS ONLY

**48" MIN (1220) IF BOTH CLOSER AND LATCH PROVIDED

**54" MIN (1370) IF CLOSER IS PROVIDED

**48" MIN (1220) IF CLOSER IS PROVIDED

ANSI A117.1-2017

52" MIN.

M

IN

48" MIN.

M

IN

Figure 305.3.1 Figure 305.3.2

CLEAR FLOOR SPACE - NEW BUILDINGS CLEAR FLOOR SPACE - EXISTING BUILDINGS

M A

X.

EXISTING

CAFETERIA

EXISTING

KITCHEN

AREA OF WORK

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

As indicated

4/

/2

0:

:5

A M

G .0

3/23/2026

Author

Checker

Project Number

CODE DATA

NORTH PENN -

MANSFIELD JR.-SR. HIGH

SCHOOL CAFETERIA

RENOVATION

73 WEST WELLSBORO STREET

MANSFIELD, PA 16933

ARRIS ENGINEERING

GROUP, LTD.

667 SOUTH RIVER ST.

PLAINS, PA 18705

REUTHER+BOWEN

326 WARD STREET

SCRANTON, PA 18512

SOUTHERN TIOGA

SCHOOL DISTRICT

310 MORRIS ST,

BLOSSBURG, PA 16912

NO. ISSUE DESCRIPTION DATE

1" = 30'-0"

LIFE SAFETY PLAN

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

S+((T TIT/(�

R(*ISTR$TION�

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

3RO-(CT�

O:N(R�

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ALLOY5

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73 WEST WELLSBORO STREET

MENSFIELD, PA 16933

ARRIS ENGINEERING

GROUP, LTD.

667 SOUTH RIVER ST.

PLAINS, PA 18705

REUTHER+BOWEN

326 WARD STREET

SCRANTON, PA 18512

SOUT+(RN TIO*$

SC+OO/ 'ISTRICT

310 MORRIS ST,

BLOSSBURG, PA 16912

NO� ISSU( '(SCRI3TION '$T(

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NOT(S

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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GENERAL INFORMATION

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1. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF THE BUILDING SUPERSTRUCTURE. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF THE BUILDING SUPERSTRUCTURE. 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS (i.e. CURTAINWALL, FIRESTAIRS, COLD-FORMED DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS (i.e. CURTAINWALL, FIRESTAIRS, COLD-FORMED METAL FRAMING, ARCHITECTURAL PRECAST CONCRETE, METAL PANELS, ETC.) ARE TO BE DETERMINED BY A THIRD PARTY ENGINEER CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH CODE REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS OF THESE SYSTEMS TO THE SUPERSTRUCTURE, INCLUDING, BUT NOT LIMITED TO, ENGINEERING, DETAILING, AND INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY THE E.O.R. TO REINFORCE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY SYSTEM CONNECTION, THE REINFORCEMENT AND COST SHALL BE BORNE BY THE SPECIALTY SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY CONNECTION. 3. ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS REQUIRED TO ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR QUANTITY AND LOCATION WHERE THE "TYPICAL" DETAILS APPLY. 4. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL, MECHANICAL, FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC.) TOGETHER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT RELIEVE THEM OF THE NOT RELIEVE THEM OF THE RELIEVE THEM OF THE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL TRADE CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. 5. THE STRUCTURAL DRAWINGS FOR THIS PROJECT ARE NOT ISSUED FOR BID OR CONSTRUCTION UNLESS THE INDIVIDUAL SHEETS ARE THE STRUCTURAL DRAWINGS FOR THIS PROJECT ARE NOT ISSUED FOR BID OR CONSTRUCTION UNLESS THE INDIVIDUAL SHEETS ARE IDENTIFIED AS "ISSUED FOR BID" OR "ISSUED FOR CONSTRUCTION." 6. THESE DRAWINGS DO NOT INCLUDE INFORMATION PERTAINING TO WEATHERPROOFING OR DRAINAGE OF STORM WATER, SUBSURFACE WATER, THESE DRAWINGS DO NOT INCLUDE INFORMATION PERTAINING TO WEATHERPROOFING OR DRAINAGE OF STORM WATER, SUBSURFACE WATER, INTERIOR SURFACES, OR ANY OTHER AREAS THAT MAY BE IN CONTACT WITH WATER OR FLUIDS OF ANY KIND. ALL TREATMENTS OF SURFACES INCLUDING PITCH, SLOPE, FINISHES, WATERPROOFING, ETC. AND CONVEYANCE OF ANY FLUIDS AWAY FROM THE STRUCTURE IS INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS. STRUCTURAL SLABS, BALCONIES, PITS, STAIRS ROOFS, WALLS, AND MEMBERS DEPICTED ON THE PLANS, SECTIONS, AND DETAILS ARE SHOWN FOR THE SOLE PURPOSE OF COMMUNICATING STRUCTURAL INFORMATION AND MAY NOT BE ACCURATE REGARDING THE INTENT OF HOW FLUIDS FLOW AROUND AND AWAY FROM THE STRUCTURE. ANY INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS RELATED TO SYSTEMS THAT CONTROL FLUID FLOW AGAINST THE STRUCTURAL ELEMENTS IS DIAGRAMMATIC AND MUST BE CONFIRMED WITH THE FULL REQUIREMENTS OF THE BUILDING CODE AND THE CONTRACT DOCUMENTS. 7. DELEGATED DESIGN ITEMS AS INDICATED IN THIS SET OF DRAWINGS SHALL BE CONSIDERED THE BASIS-OF-DESIGN. COORDINATE WITH THE DELEGATED DESIGN ITEMS AS INDICATED IN THIS SET OF DRAWINGS SHALL BE CONSIDERED THE BASIS-OF-DESIGN. COORDINATE WITH THE COORDINATE WITH THE PROPRIETARY PRODUCTS OR SYSTEMS GENERAL NOTES FOR ADDITIONAL INFORMATION.

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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SYMBOL KEY/LEGEND

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NEW COLUMN GRID LINE

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EXISTING COLUMN GRID LINE

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MOMENT CONNECTION

AutoCAD SHX Text INDICATES SPAN OF METAL DECK. DECK SPANS PERPENDICULAR TO FRAMING UNLESS OTHERWISE NOTED.

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SECTION NUMBER

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SECTION SHEET LOCATION

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DROP-IN FRAME FOR OPENING IN ROOF CONSTRUCTION

AutoCAD SHX Text ADJ. ADJUSTMENT ADJUSTMENT ALT. ALTERNATIVE ALTERNATIVE ATTACH. ATTACHMENT ATTACHMENT BOTT. BOTTOM BOTTOM BLDG. BUILDING BUILDING BM. BEAM BEAM CANT. CANTILEVER CANTILEVER CENTERLINE CLR. CLEAR CLEAR CA; C.A. COLUMN ABOVE COLUMN ABOVE CB; C.B. COLUMN BELOW COLUMN BELOW COL. COLUMN COLUMN CONC. CONCRETE CONCRETE CONN. CONNECTION CONNECTION CONT. CONTINUOUS CONTINUOUS DIA.; DIAMETER DIAMETER DWG. DRAWING DRAWING EA. EACH EACH E.F. EACH FACE EACH FACE EL.; ELEV. ELEVATION ELEVATION E.O.D. EDGE OF DECK EDGE OF DECK E.O.S. EDGE OF SLAB EDGE OF SLAB EQ. EQUALLY EQUALLY E.W. EACH WAY EACH WAY EXP. EXPANSION EXPANSION E.J. EXPANSION JOINT EXPANSION JOINT EXT. EXTENSION EXTENSION FIN. FINISH FINISH FT. FOOT/FEET FOOT/FEET FTG. FOOTING FOOTING H HANGER HANGER H.P. HIGH POINT HIGH POINT HOR.; HORIZ. HORIZONTAL HORIZONTAL HSB; H.S.B. HIGH STRENGTH BOLT HIGH STRENGTH BOLT IN. INCH, INCHES INCH, INCHES JT. JOINT JOINT LBS. POUNDS POUNDS LLH; L.L.H. LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV; L.L.V. LONG LEG VERTICAL LONG LEG VERTICAL L.P. LOW POINT LOW POINT LOC'N(S) LOCATION(S) LOCATION(S) MAX. MAXIMUM MAXIMUM MID. MIDDLE MIDDLE MIN. MINIMUM MINIMUM NO. NUMBER NUMBER N.T.S. NOT TO SCALE NOT TO SCALE O.C. ON-CENTER ON-CENTER PLATE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH R.A. ROOF DRAIN ROOF DRAIN REINF. REINFORCING REINFORCING REQ'D REQUIRED REQUIRED S.C. SLIP CONNECTION SLIP CONNECTION S.O.G. SLAB-ON-GRADE SLAB-ON-GRADE SPL. SPLICE SPLICE SP. SPACING SPACING SQ. SQUARE SQUARE SYM. SYMMETRY SYMMETRY T & B TOP AND BOTTOM TOP AND BOTTOM THK. THICKNESS THICKNESS T.O.J. TOP OF JOIST TOP OF JOIST T.O.S. TOP OF STEEL TOP OF STEEL TYP. TYPICAL TYPICAL U.O.N. UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VERT. VERTICAL VERTICAL W.W.F. WELDED WIRE FABRIC WELDED WIRE FABRIC

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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ABBREVIATIONS

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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EXISTING CONDITIONS GENERAL NOTES

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1. DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED ON LIMITED AVAILABLE DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED ON LIMITED AVAILABLE INFORMATION CONTAINED IN EITHER VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS OR FIELD SURVEY. ACTUAL FIELD CONDITIONS NEED TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF WORK. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BY ACTUAL MEASUREMENT PRIOR TO BEGINNING WORK, AND THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BY ACTUAL MEASUREMENT PRIOR TO BEGINNING WORK, AND WHEN FEASIBLE, PRIOR TO SHOP DRAWING SUBMITTALS. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE SAID DISCREPANCIES WITH ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. 3. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH THE DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH THE PROJECT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL UNFORESEEN AND DEVIATING CONDITIONS INCLUDING, BUT NOT LIMITED TO: SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN, DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS AND CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL EXISTING BUILDING CONSTRUCTION AND/OR THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL EXISTING BUILDING CONSTRUCTION AND/OR ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DESIGN OF TEMPORARY SHORING AND BRACING SHALL BE PERFORMED AND OVERSEEN BY A LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR. 5. WHERE NEW CONSTRUCTION IS REQUIRED TO SUPPORT THE EXISTING FRAMING AND/OR CONSTRUCTION THE CONTRACTOR IS TO ENSURE WHERE NEW CONSTRUCTION IS REQUIRED TO SUPPORT THE EXISTING FRAMING AND/OR CONSTRUCTION THE CONTRACTOR IS TO ENSURE ALL EXISTING FRAMING IS SHORED AND BRACED PRIOR TO INSTALLATION OF THE NEW STRUCTURAL SUPPORT SYSTEM.

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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SHORING AND BRACING NOTES

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1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER DATA, AS REQUIRED, CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER DATA, AS REQUIRED, PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA. SUBMIT TO ARCHITECT ONE STATE OF PENNSYLVANIA. SUBMIT TO ARCHITECT ONE . SUBMIT TO ARCHITECT ONE ARCHITECT ONE ONE WEEK PRIOR TO THE START OF WORK. 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR, AS INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR, AS REQUIRED BY LOCAL GOVERNING AUTHORITIES. 4. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. 5. BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RESURVEYED WEEKLY BY A LICENSED LAND SURVEYOR EMPLOYED BY BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RESURVEYED WEEKLY BY A LICENSED LAND SURVEYOR EMPLOYED BY THE CONTRACTOR. 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE.

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DESIGN INFORMATION

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2018 INTERNATIONAL BUILDING CODE

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WIND LOAD

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BASIC WIND SPEED (VULT) = 110 MPHULT) = 110 MPH) = 110 MPH110 MPH

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ALLOWABLE STRESS DESIGN WIND SPEED (VASD) = 86 MPHASD) = 86 MPH) = 86 MPH86 MPH

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EXPOSURE CATEGORY = C

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SNOW LOAD

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GROUND SNOW LOAD (PG) = 30 PSFG) = 30 PSF) = 30 PSF 30 PSF30 PSF

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FLAT ROOF SNOW LOAD (PF) = 21 PSFF) = 21 PSF) = 21 PSF21 PSF

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SNOW EXPOSURE FACTOR (CE) = 1.0E) = 1.0) = 1.01.0

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SEISMIC IMPORTANCE FACTOR (IE) = 1.00E) = 1.00) = 1.00

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ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

AutoCAD SHX Text SITE CLASS = D (ASSUMED IN THE ABSENCE OF A SOILS REPORT)(ASSUMED IN THE ABSENCE OF A SOILS REPORT)

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PLAN STRUCTURAL IRREGULARITIES = NO

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VERTICAL STRUCTURAL IRREGULARITIES = NO

AutoCAD SHX Text RESPONSE MODIFICATION FACTOR (Rw) = 2.00; Ct = 0.020

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TYPE OF LATERAL SYSTEM:

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GUST EFFECTIVE FACTOR (G) = 0.85

AutoCAD SHX Text INTERNAL PRESSURE COEFFICIENT (GCpi) = ±0.18

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ORDINARY REINFORCED MASONRY SHEAR WALLS

AutoCAD SHX Text SNOW THERMAL FACTOR (Ct) = 1.0

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DESIGN LIVE LOADS

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DESIGN LIVE LOADS (PER IBC BUILDING CODE SECTION 1607)

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OCCUPANCY OR USE

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PSF

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0.2 SPECTRAL RESPONSE ACCELERATION (Ss) = 0.137s) = 0.137) = 0.137

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1.0 SPECTRAL RESPONSE ACCELERATION (S1) = 0.0441) = 0.044) = 0.044

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DAMPED DESIGN SPECTRAL RESPONSE (SDS) = 0.147DS) = 0.147) = 0.147

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ACCELERATION (SHORT PERIOD)

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DAMPED DESIGN SPECTRAL RESPONSE (SD1) = 0.071D1) = 0.071) = 0.071

AutoCAD SHX Text ACCELERATION (1-second PERIOD)

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SEISMIC DESIGN CATEGORY = B

AutoCAD SHX Text SNOW IMPORTANCE FACTOR (Is) = 1.00

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DESIGN DEAD LOADS

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(INCLUDES SLAB/FLOOR/ROOF CONSTRUCTION SELF-WEIGHTS)

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SEISMIC DESIGN DATA

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SEISMIC DESIGN (PER ASCE 7-16 AS INDICATED IN 2018 IBC)

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WIND DESIGN (PER ASCE 7-16 AS INDICATED IN 2018 IBC)

AutoCAD SHX Text SNOW DESIGN (PER ASCE 7-16 Chapters 7AS INDICATED IN 2018 IBC)

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- ROOF TRUSSES

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- ROOFING & INSULATION

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- MECHANICAL/ELECTRICAL

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- TOTAL ***

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IBC OCCUPANCY CATEGORY = II

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VERTICAL SURFACE WIND PRESSURES (STRUCTURAL FRAME)STRUCTURAL FRAME))

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INTERIOR ZONE (ZONE C):

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EXTERIOR ZONE (ZONE A):

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VERTICAL SURFACE WIND PRESSURES (COMPONENTS & CLADDING)COMPONENTS & CLADDING))

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INTERIOR ZONE (ZONE 4):

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EFFECTIVE WIND AREA = 50 SQ. FT. (ASSUMED)

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EXTERIOR ZONE (ZONE 5):

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+ 28 PSF/ -31 PSF

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+ 28 PSF/ -38 PSF

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± 23 PSF

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± 31 PSF

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LIGHT STORAGE

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15 PSF

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7 PSF

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3 PSF

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25 PSF

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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STRUCTURAL STEEL GENERAL NOTES

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1. STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL AND THE STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL AND THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (2017). 2. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: MEMBER ASTM MINIMUM STRENGTH MEMBER ASTM MINIMUM STRENGTH ASTM MINIMUM STRENGTH MINIMUM STRENGTH ROLLED SHAPES A992 50 KSI A992 50 KSI 50 KSI OTHER ROLLED PLATES A36 36 KSI A36 36 KSI 36 KSI STRUCTURAL TUBING A500 (GRADE B) 46 KSI A500 (GRADE B) 46 KSI 46 KSI STEEL PIPE A500 (GRADE B) 42 KSI A500 (GRADE B) 42 KSI 42 KSI CONNECTION BOLTS A325 92 KSI A325 92 KSI 92 KSI ANCHOR BOLTS F1554 55 KSI F1554 55 KSI 55 KSI THREADED RODS A36 36 KSI A36 36 KSI 36 KSI NON-SHRINK GROUT C1107 8,000 PSI C1107 8,000 PSI 8,000 PSI 3. CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE SHEAR FORCES INDICATED ON PLAN IN CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE AISC FOURTEENTH EDITION SPECIFICATIONS. MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED. BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG-TIGHT". STEEL BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A MINIMUM OF ONE HALF THE MAXIMUM TOTAL UNIFORM LOAD FOR PARTICULAR BEAM AND SPAN CONDITION AS DEFINED BY THE AISC MANUAL OF STEEL CONSTRUCTION (FOR COMPOSITE BEAMS, MULTIPLY BY 1.33). 4. METAL DECK SHALL BE ATTACHED ACCORDING TO METAL DECK MANUFACTURER AND STEEL DECK INSTITUTE (SDI) STANDARDS. METAL DECK SHALL BE ATTACHED ACCORDING TO METAL DECK MANUFACTURER AND STEEL DECK INSTITUTE (SDI) STANDARDS. 5. WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) SPECIFICATION D1.1 USING E7OXX ELECTRODES. UNLESS WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) SPECIFICATION D1.1 USING E7OXX ELECTRODES. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS PER AISC REQUIREMENTS. FILLER MATERIALS SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. 6. WHERE "CONTINUOUS CHORD" ANGLES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT THE SPLICE WHERE "CONTINUOUS CHORD" ANGLES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT THE SPLICE POINTS. THE STEEL FABRICATOR MAY SUBMIT AN ALTERNATE BOLTED CONNECTION DETAIL FOR APPROVAL. 7. MOMENT CONNECTIONS DENOTED THUS ( ) ON PLAN. SEE TYPICAL DETAILS. MOMENT CONNECTIONS DENOTED THUS ( ) ON PLAN. SEE TYPICAL DETAILS. 8. PROVIDE 1/8" CAP PLATE FOR ALL OPEN ENDS OF HSS MEMBERS. INCREASE CAP PLATE THICKNESS TO 3/4" FOR ANY LOCATIONS WHERE PROVIDE 1/8" CAP PLATE FOR ALL OPEN ENDS OF HSS MEMBERS. INCREASE CAP PLATE THICKNESS TO 3/4" FOR ANY LOCATIONS WHERE FRAMING BEARS ON THE COLUMN CAP. ANY VENT HOLES REQUIRED IN THE TUBE WALLS FOR WELDING SHOULD BE PLACED IN NON-VISIBLE LOCATIONS FOR EXPOSED MEMBERS IF POSSIBLE. 9. WHERE STEEL BEAMS BEAR ACROSS BUILDING EXPANSION JOINTS OR AT WALL CONTROL JOINTS, PROVIDE A "SLIP" CONNECTION PER WHERE STEEL BEAMS BEAR ACROSS BUILDING EXPANSION JOINTS OR AT WALL CONTROL JOINTS, PROVIDE A "SLIP" CONNECTION PER TYPICAL DETAILS. 10. HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 11. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED. COLUMNS, ANCHOR BOLTS, BASE THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED. COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETE CONDITION, AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, FRAMING, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 12. STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF THE LATEST BUILDING CODE HAVING JURISDICTION.THIS REQUIREMENT MAY BE WAIVED AT THE OWNER'S DISCRETION PROVIDED THAT NECESSARY SHOP INSPECTIONS ARE PROVIDED. SEE SPECIAL INSPECTION NOTES FOR ADDITIONAL INFORMATION. 13. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES, SHALL BE UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. PROTECTIVE COATING DAMAGED DURING THE TRANSPORT, ERECTING AND FIELD WELDING PROCESS SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING. 14. THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF THE BOLTING, WELDING, AND OTHER ITEMS THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF THE BOLTING, WELDING, AND OTHER ITEMS IN ACCORDANCE WITH THE LATEST BUILDING CODES HAVING JURISDICTION. 15. SPECIAL OR COMPLEX CONNECTIONS THAT ARE TO BE DESIGNED BY THE FABRICATOR ARE DENOTED AS SUCH ON PLAN. THE FABRICATOR SPECIAL OR COMPLEX CONNECTIONS THAT ARE TO BE DESIGNED BY THE FABRICATOR ARE DENOTED AS SUCH ON PLAN. THE FABRICATOR SHALL DESIGN THESE CONNECTIONS FOR THE FORCES SHOWN AND SUBMIT CALCULATIONS AND SHOP DRAWINGS BEARING THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE WORK IS DONE. 16. PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS AND MECHANICAL ROOFTOP UNITS PER TYPICAL DROP-IN FRAME DETAIL. PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS AND MECHANICAL ROOFTOP UNITS PER TYPICAL DROP-IN FRAME DETAIL. 17. REINFORCING SHALL BE PROVIDED AT CONNECTIONS WHERE CUTS HAVE REDUCED THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED REINFORCING SHALL BE PROVIDED AT CONNECTIONS WHERE CUTS HAVE REDUCED THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN LOAD IS INADEQUATE. 18. STEEL FABRICATOR TO SUPPLY 16 GAGE CLOSURE ANGLES AROUND ALL FLOOR OPENINGS AND PERIMETER OF BUILDING WHERE THE SLAB STEEL FABRICATOR TO SUPPLY 16 GAGE CLOSURE ANGLES AROUND ALL FLOOR OPENINGS AND PERIMETER OF BUILDING WHERE THE SLAB EDGE IS LESS THAN 6" IN LENGTH FROM THE BEAM CENTERLINE. FOR SLAB OVERHANG GREATER THAN 6" FROM THE BEAM CENTERLINE REFER TO TYPICAL SLAB EDGE DETAILS. TYPICAL SLAB EDGE DETAILS. . 19. SEE ARCHITECTURAL DETAILS FOR ROOF DRAINS, MISCELLANEOUS ROOF OPENINGS, AND FOR ROOF CURBS AND THE REQUIRED SEE ARCHITECTURAL DETAILS FOR ROOF DRAINS, MISCELLANEOUS ROOF OPENINGS, AND FOR ROOF CURBS AND THE REQUIRED MISCELLANEOUS ANGLE IRON AT THE OPENING LOCATIONS. MISCELLANEOUS IRON CONTRACTOR TO PROVIDE MISCELLANEOUS STEEL SHOWN ON ARCHITECTURAL DRAWINGS THAT IS NOT SHOWN ON STRUCTURAL DRAWINGS. FOR SLAB AND/OR ROOF OVERHANGS GREATER THAN 6" REFER TO THE TYPICAL SLAB EDGE DETAILS. 20. ALL STEEL USED IN THE FABRICATION OF EXPOSED STRUCTURAL STEEL, INCLUDING CONNECTIONS, SHALL BE CONSIDERED ALL STEEL USED IN THE FABRICATION OF EXPOSED STRUCTURAL STEEL, INCLUDING CONNECTIONS, SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AND WILL BE SUBJECT TO THE OF SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ALL STEEL BUILDINGS AND BRIDGES, JUNE 15, 2016. 21. AT LOCATIONS ON THE ARCHITECTURAL DRAWINGS OR OTHER TRADES WHERE A STEEL ANGLE OR PLATE IS SHOWN DIAGRAMMATICALLY AND AT LOCATIONS ON THE ARCHITECTURAL DRAWINGS OR OTHER TRADES WHERE A STEEL ANGLE OR PLATE IS SHOWN DIAGRAMMATICALLY AND REFERENCE IS MADE TO THE STRUCTURAL DRAWINGS FOR SIZE, PROVIDE MINIMUM THICKNESS OF 3/8" MATERIAL AND PLATE WIDTH OR ANGLE SIZE AS SCALED FOR THE DRAWINGS. INSTALL THE PLATE OR ANGLE TO THE EXTENT REQUIRED TO ACCOMPLISH A COMPLETE JOB. 22. WHEN NO MEMBER SIZE IS GIVEN IN PLAN AND/OR SECTION, AND THE SIZE CANNOT BE DETERMINED GRAPHICALLY, THE MINIMUM SIZE WHEN NO MEMBER SIZE IS GIVEN IN PLAN AND/OR SECTION, AND THE SIZE CANNOT BE DETERMINED GRAPHICALLY, THE MINIMUM SIZE ASSUMED FOR BIDDING SHALL BE AS FOLLOWS: CHANNELS C12x25 CHANNELS C12x25 CHANNELS C12x25 C12x25 W-SHAPES W16x50 W-SHAPES W16x50 W16x50 ANGLES L6x6x1/2 ANGLES L6x6x1/2 L6x6x1/2 TUBES/HOLLOW SECTIONS HSS6x6x1/2 TUBES/HOLLOW SECTIONS HSS6x6x1/2 HSS6x6x1/2 PIPES/HOLLOW SECTIONS 6" X-STRONG PIPES/HOLLOW SECTIONS 6" X-STRONG 6" X-STRONG WT (TEE's) WT8x25 WT (TEE's) WT8x25 WT8x25 UNLESS OTHERWISE NOTED ALL MEMBERS INDICATED ON PLAN ARE W-SHAPES. FINAL SIZES SHALL BE CONFIRMED BY ENGINEER VIA A REQUEST FOR INFORMATION (RFI) DURING THE BID PERIOD OR DURING THE SHOP DRAWING PHASE. CONTRACTOR SHALL NOT BE ENTITLED TO COSTS FOR REVISIONS TO THE MEMBER SIZE IF AN RFI IS NOT SUBMITTED IN A TIMELY MANNER. STRUCTURAL STEEL SHALL BE PAINTED PER THE PROJECT SPECIFICATIONS. 23. STRUCTURAL STEEL FABRICATOR AND INSTALLER SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL FRAMED OPENINGS IN FRAMED STRUCTURAL STEEL FABRICATOR AND INSTALLER SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL FRAMED OPENINGS IN FRAMED FLOORS AND ROOF WITH APPROVED EQUIPMENT MANUFACTURER(S). OPENINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO: MECHANICAL UNITS, EXHAUST FANS, CURB MOUNTED EQUIPMENT, ROOF DRAINS, SKYLIGHTS, STAIRS, SMOKE HATCHES, DUCT PENETRATIONS, EXPANSION JOINTS, ETC. 24. THE CONTRACTOR IS REQUIRED TO PROVIDE AN AFFIDAVIT, AT THE COMPLETION OF THE JOB, TO THE EFFECT THAT THE STRUCTURAL STEEL THE CONTRACTOR IS REQUIRED TO PROVIDE AN AFFIDAVIT, AT THE COMPLETION OF THE JOB, TO THE EFFECT THAT THE STRUCTURAL STEEL FRAME IS PLUMB AND LEVEL WITHIN THE NORMAL TOLERANCES SPECIFIED BY CODE AND/OR PROJECT SPECIFICATIONS. 25. THE CONTRACTOR SHALL PROVIDE A CERTIFIED SURVEY SHOWING THE EXACT LOCATIONS OF THE CENTERS OF COLUMNS AT THE TOP MOST THE CONTRACTOR SHALL PROVIDE A CERTIFIED SURVEY SHOWING THE EXACT LOCATIONS OF THE CENTERS OF COLUMNS AT THE TOP MOST LEVEL, EXACTLY AS INSTALLED. THIS INFORMATION SHALL BE INCORPORATED INTO THE "AS BUILT" DRAWINGS.

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(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)

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STATEMENT OF TESTING AND SPECIAL INSPECTIONS

AutoCAD SHX Text TESTING: THE OWNER SHALL RETAIN A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM THE FOLLOWING OWNER SHALL RETAIN A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM THE FOLLOWING SHALL RETAIN A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM THE FOLLOWING SERVICES: (NOTE: ALL SECTION AND TABLE NUMBERS REFERENCE THE 2024 INTERNATIONAL BUILDING CODE U.O.N.) 1. FABRICATED ITEMS: SPECIAL INSPECTIONS OF FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION OF STRUCTURAL, FABRICATED ITEMS: SPECIAL INSPECTIONS OF FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION OF STRUCTURAL, : SPECIAL INSPECTIONS OF FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.2.5. 1.1. THE STEEL FABRICATOR SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED THE STEEL FABRICATOR SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES. THE OWNER MAY WAIVE THIS REQUIREMENT, BUT SHALL BE AWARE THAT FABRICATOR SITE SPECIAL INSPECTION IS TO BE PROVIDED AT THE EXPENSE OF THE OWNER AS REQUIRED PER THE SECTIONS BELOW. 1.2. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND THE 2024 INTERNATIONAL BUILDING CODE. APPROVAL SHALL BE BASED UPON REVIEW OF FABRICATION AND QUALITY CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION PRACTICES BY THE BUILDING OFFICIAL. 1.3. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 2. CONCRETE CONSTRUCTION: SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION SHALL BE PERFORMED IN CONCRETE CONSTRUCTION: SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION SHALL BE PERFORMED IN : SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705.3 AND TABLE 1705.3. 2.1. IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN CHAPTER 19 AND 20 OF ACI 318, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN CHAPTERS 19 AND 20 OF ACI 318. 3. MASONRY CONSTRUCTION: SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION SHALL BE PERFORMED IN MASONRY CONSTRUCTION: SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION SHALL BE PERFORMED IN : SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705.4 AND THE QUALITY ASSURANCE PROGRAM REQUIREMENTS OF TMS 402 AND TMS 602. 4. SOILS: SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING SOILS: SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING : SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705.6 AND TABLE 1705.6. THE APPROVED GEOTECHNICAL REPORT AND CONSTRUCTION DOCUMENTS HEREIN SHALL BE USED TO DETERMINE COMPLIANCE. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. 5. INSPECTION AND TESTING OF ALL STRUCTURAL FILL SHALL BE PERFORMED WITH REPORTS SUBMITTED TO THE ARCHITECT INSPECTION AND TESTING OF ALL STRUCTURAL FILL SHALL BE PERFORMED WITH REPORTS SUBMITTED TO THE ARCHITECT STATING COMPLIANCE OR NONCOMPLIANCE WITH PERCENT COMPACTION REQUIREMENTS. 6. WRITTEN REPORTS SHALL BE SUBMITTED TO THE ARCHITECT STATING COMPLIANCE OR NONCOMPLIANCE WITH THE DESIGN WRITTEN REPORTS SHALL BE SUBMITTED TO THE ARCHITECT STATING COMPLIANCE OR NONCOMPLIANCE WITH THE DESIGN DOCUMENTS. ALL REPORTS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER IN THE STATE OF NEW YORK. 7. FAILURE TO RETAIN A TESTING AGENCY TO PERFORM THE REQUIRED SERVICES SPECIFIED ABOVE, OR FAILURE TO SUBMIT FAILURE TO RETAIN A TESTING AGENCY TO PERFORM THE REQUIRED SERVICES SPECIFIED ABOVE, OR FAILURE TO SUBMIT SIGNED AND SEALED REPORTS, INDICATES NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS. 8. "PERIODIC INSPECTION" FREQUENCY SHALL BE 25% OF THE TOTAL AMOUNT OF WORK INSPECTED INTERMITTENTLY AS "PERIODIC INSPECTION" FREQUENCY SHALL BE 25% OF THE TOTAL AMOUNT OF WORK INSPECTED INTERMITTENTLY AS SCHEDULED BY THE SPECIAL INSPECTOR. 9. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING CONSTRUCTION DOCUMENTS FOR ADDITIONAL NON-STRUCTURAL SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING CONSTRUCTION DOCUMENTS FOR ADDITIONAL NON-STRUCTURAL SPECIAL INSPECTION ITEMS.

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AutoCAD SHX Text xCOL

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AutoCAD SHX Text ±15'-4" V.I.F.

AutoCAD SHX Text ±15'-10" V.I.F.

AutoCAD SHX Text ±13'-10" V.I.F.

AutoCAD SHX Text W8x31

AutoCAD SHX Text W8x31

AutoCAD SHX Text W8x31

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AutoCAD SHX Text S1.00

AutoCAD SHX Text 1/4

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T/DOOR

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±7'-0"COORD. WITH ARCH.

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T/STEEL

AutoCAD SHX Text ±9-2"V.I.F.

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STEEL BEAM; SEE PLAN FOR SIZE

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HANGER RODS BY OTHERS

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HANGER BRACKET ASSEMBLY BY OTHERS

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ACCORDION DOOR BY OTHERS

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SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

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%%USECTION AT BEAM CONNECTION

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B/EX. DECK

AutoCAD SHX Text ±11-8"V.I.F.

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EX. GIRDER; V.I.F.

AutoCAD SHX Text L3x3x1/4" BRACE AT EVERY Ex. BEAM (±5'-0" O.C.V.I.F.) WITH 3/8" GUSSET PLATE

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EX. JOISTS; V.I.F.

AutoCAD SHX Text L3x3x1/4 BRACE AT EVERY OTHER JOIST (±40" O.C. V.I.F.) WITH 3/8" GUSSET PLATE

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EXISTING STEEL BEAM; V.I.F.

AutoCAD SHX Text Ex. COLUMN BEYOND V.I.F.

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SCALE: 3/4" = 1'-0"

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TYPICAL BEAM TO EXISTING COLUMN CONNECTION

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T/CEILING

AutoCAD SHX Text ±9'-0"V.I.F.

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T/STEEL

AutoCAD SHX Text ±11-2"V.I.F.

AutoCAD SHX Text Ex STEEL COLUMN; V.I.F

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STEEL BEAM; SEE PLAN FOR SIZE

AutoCAD SHX Text 12" LONG L3x3x3/8" WELDED TO COLUMN FLANGES

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3/8" SHEAR PLATE WITH (2) 3/4" BOLTS

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HANGER BRACKET ASSEMBLY BY OTHERS

AutoCAD SHX Text 6" LONG L4x4x3/8 (TYP.)

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EXISTING IN ELEVATED SLAB; V.I.F.

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SCALE: 1/4" = 1'-0"

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PARTIAL CAFETERIA FRAMING PLAN - GENERAL NOTES

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1. INTERMEDIATE LEVEL TOP OF SLAB ELEVATION X'-X" (DATUM) UNLESS OTHERWISE NOTED. ALL ELEVATIONS SHOWN THUS (-X'-X") ARE ABOVE OR BELOW THE DATUM ELEVATION. INTERMEDIATE LEVEL TOP OF SLAB ELEVATION X'-X" (DATUM) UNLESS OTHERWISE NOTED. ALL ELEVATIONS SHOWN THUS (-X'-X") ARE ABOVE OR BELOW THE DATUM ELEVATION. (-X'-X") ARE ABOVE OR BELOW THE DATUM ELEVATION. ARE ABOVE OR BELOW THE DATUM ELEVATION. 2. INDICATES TOP OF SLAB ELEVATION ABOVE OR BELOW THE DATUM ELEVATION. INDICATES TOP OF SLAB ELEVATION ABOVE OR BELOW THE DATUM ELEVATION. INDICATES TOP OF SLAB ELEVATION ABOVE OR BELOW THE DATUM ELEVATION. 3. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS AND THE SPECIFIC CONTROL PLAN PREPARED FOR EACH LEVEL AND/OR REFER TO THE ARCHITECTURAL DRAWINGS FOR COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS AND THE SPECIFIC CONTROL PLAN PREPARED FOR EACH LEVEL AND/OR REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, MECHANICAL/HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL REQUIRED SLAB PENETRATION SIZES AND LOCATIONS. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, MECHANICAL/HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL REQUIRED SLAB PENETRATION SIZES AND LOCATIONS. 5. ALL EXISTING INFORMATION SHOWN IS BASED ON LIMITED FIELD SURVEY; THE CONTRACTOR SHALL REVIEW ALL INFORMATION AND VERIFY THE EXISTING CONDITIONS IN THE FIELD PRIOR ALL EXISTING INFORMATION SHOWN IS BASED ON LIMITED FIELD SURVEY; THE CONTRACTOR SHALL REVIEW ALL INFORMATION AND VERIFY THE EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.

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%%PX'-X"

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS AND KEYED DEMOLITION NOTES ARE FOR CONTRACTOR'S CONVENIENCE ONLY. THE

CONTRACTOR SHALL REMOVE ALL MATERIALS THAT ARE NOT REQUIRED IN THE FINISHED WORK UNLESS NOTED OTHERWISE. ALL PATCH MATERIAL SHALL MATCH EXISTING TYPE, PLANE, AND FINISH UNLESS NOTED

OTHERWISE.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL SCOPE OF DEMOLITION OF EQUIPMENT AND SERVICES. CONTRACTOR SHALL REMOVE ALL MATERIALS NOT INTENDED TO

BE INCORPORATED INTO THE NEW WORK.

3. PROVIDE STRUCTURAL SUPPORT FOR ALL EXISTING LOAD BEARING…