640800_Beaufort_Co_LEC-911_New_Windows_Drawings_2024-04-30.pdf

AREA OF WORK

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MOSELEYARCHITECTS.COM

THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL.

IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.

VICINITY MAP LOCATION MAP

DRAWING INDEX - VOLUME 1

PROJECT NO:

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997 MORRISON DRIVE, SUITE 601 CHARLESTON, SC 29403

PHONE (843) 577-5063

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BEAUFORT COUNTY LEC- 911

NEW WINDOWS PROJECT

BEAUFORT COUNTY

BEAUFORT, SOUTH CAROLINA

PROJECT # 640800

CONSTRUCTION DOCUMENTS

640800

APRIL 30, 2024

G0.1

GENERAL

G0.1 COVER

ARCHITECTURAL

A2.1 FLOOR PLAN

STRUCTURAL

S100 STRUCTURAL DETAILS

CCCS International Structural Engineering

Charleston, S.C. Steve Grant (843) 452 8891

BOUNDARY STREET

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DUKE STREET

BAY STREET

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NORTH STREET

BEAUFORT RIVER

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FRIPP

ISLAND

PRITCHARDS

ISLAND

HUNTING

ISLAND

ST HELENA ISLAND

PARRIS

ISLAND

PORT

ROYAL

LADYS

ISLAND

BEAUFORT

SITE

2001 DUKE STREET

REVISIONS

DATE DESCRIPTION

A. DEMOLITION WORK NOTED ON THESE DRAWINGS INVOLVES THE REMOVAL OF

EXISTING CONSTRUCTION UNDER THIS CONTRACT, AND SHALL BE COORDINATED

WITH CORRESPONDING RENOVATION FLOOR PLANS AND DETAILS. REMOVE

EXISTING CONSTRUCTION AS INDICATED FOR NEW WORK TO CONFORM TO

CONTRACT DRAWINGS

B. ACTUAL FIELD CONDITIONS WHICH ARE CONCEALED BY EXISTING CONSTRUCTION

MAY VARY FROM THOSE CONDITIONS INDICATED ON THE DRAWINGS. ALL WORK

THAT RELATES TO OR IS IN ANY WAY AFFECTED BY EXISTING CONDITIONS WHICH

VARY FROM THOSE INDICATED SHALL BE MODIFIED TO ACHIEVE THE INTENT OF

THE CONTRACT DOCUMENTS, ACCORDING TO FIELD ASSESSMENTS AND

MEASUREMENTS. REPORT DISCREPANCIES TO THE ARCHITECT BEFORE

PROCEEDING WITH AFFECTED ASPECTS OF DEMOLITION OR CONSTRUCTION.

C. REPRESENTATIONS OF EXISTING ITEMS REQUIRING REMOVAL ARE TO BE

CONSIDERED GENERAL IN NATURE BASED UPON INFORMATION PROVIDED IN

RECORD DRAWINGS AND FIELD OBSERVATIONS. THIS DEMOLITION PLAN AND THE

ACCOMPANYING DEMOLITION PLANS BY THE DIVISION 22 THROUGH 28 DISCIPLINES

ARE NOT INTENDED TO BE COMPREHENSIVE IN ALL DETAILS OF EXISTING

CONSTRUCTION THAT WILL HAVE TO BE REMOVED TO COMPLETE THE WORK OF

THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY

UPON NOTICE OF A BELIEVED DISCREPANCY BETWEEN THE DEMOLITION

DRAWINGS, EXISTING CONDITIONS, AND THE NEW WORK INDICATED.

D. REFER TO DIVISION 1 & 2 SPECIFICATIONS FOR ADDITIONAL INFORMATION ON

DEMOLITION WORK. COORDINATE THE DEMOLITION WORK WITH OTHER TRADES

TO PROVIDE A COMPLETE INSTALLATION OF THE NEW WORK.

E. PROTECT ALL WORK THAT IS INDICATED TO REMAIN DURING THE DEMOLITION

PROCESS. PROMPTLY REPAIR ANY DAMAGE TO PRE-DEMOLITION CONDITIONS.

F. UNLESS NOTED OTHERWISE, ALL DEMOLISHED MATERIALS ARE TO BE REMOVED

AND DISPOSED OF OFF-SITE.

G. WHERE DEMOLITION WORK EXPOSES SURFACES SCHEDULED TO RECEIVE NEW

FINISH, THE EXPOSED SURFACE SHALL BE PREPARED AS REQUIRED BY

SPECIFICATIONS AND MANUFACTURER FOR ACCEPTABLE INSTALLATION OF THE

WORK.

H. WALLS AND PARTITIONS SHOWN WITH DASHED LINES ARE TO BE REMOVED IN

THEIR ENTIRETY INCLUDING ALL DOORS, FRAMES AND ATTACHED ITEMS.

I. EXISTING CONSTRUCTION SHALL BE SHORED AND BRACED AS REQUIRED DURING

DEMOLITION AND CONSTRUCTION.

J. COORDINATE IN THE FIELD WITH THE OWNER/ARCHITECT ALL EXISTING ITEMS TO

BE SALVAGED PRIOR TO ACTUAL DEMOLITION WORK. SALVAGED ITEMS SHALL BE

SURFACE CLEANED AND STORED AS DIRECTED BY THE OWNER.

K. ALL EXPOSED SURFACES AFFECTED BY THE DEMOLITION WORK SHALL BE

PATCHED TO MATCH EXISTING ADJACENT SURFACE UNLESS SPECIFICALLY NOTED

OTHERWISE.

L. REFER TO WALL SECTIONS (AND RELATED DRAWINGS AND DETAILS) FOR

DEMOLITION REQUIREMENTS OF EXTERIOR ELEMENTS/FINISHES NOT INDICATED

ON DEMOLITION DRAWINGS.

M. ALL EXISTING INFORMATION WAS DETERMINED FROM DRAWINGS PROVIDED BY

THE OWNER AND NON-DESTRUCTIVE OBSERVATIONS. BIDDERS SHALL REVIEW

EXISTING CONDITIONS TO THE EXTENT THAT AFFECTS THE SCOPE OF DEMOLITION

AND NEW WORK.

N. PATCH, REPAIR OR FILL ALL EXISTING EXTERIOR WALLS WHERE REMOVAL OF AN

EXISTING ITEM OR SYSTEM LEAVES A VOID IN THE EXISTING WALL. VOIDS IN

EXISTING WALLS ARE TO BE PATCHED, REPAIRED, OR FILLED WITH THE SAME

CONSTRUCTION TYPE AS THE EXISTING WALL.

Q. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING, REPAIRING AND

REPLACING ALL ITEMS OR AREAS DAMAGED/AFFECTED DUE TO DEMOLITION.

CONTRACTOR SHALL MATCH EXISTING SURROUND AND MATERIALS UNLESS

NOTED OR SPECIFIED OTHERWISE.

FLOOR PLAN GENERAL NOTES

REMOVE PORTION OF WALL AT EXISTING

RECESSES FOR NEW WINDOWS. REMOVE

PORTION OF EIFS CLADDING AS REQUIRED

FOR INSTALLATION OF NEW LINTELS.

NEW WINDOWS SHALL MATCH EXISTING

ADJACENT WINDOWS (2'-3" x 5'-4") VIF. MATCH

EXISTING HEAD HEIGHT.

REMOVE PORTION OF GWB AND

FURRING AS REQUIRED FOR

INSTALLATION OF NEW LINTELS

'-0

" ZIPWALL

ZIPWALL

A2.1

A2.1

1 1 1 1

PRIME AND PAINT PRIME AND PAINT

EXISTING SECOND

FLOOR

EIFS CLADDING AT NEW WINDOWS-PATCH

PER MFR'S RECOMMENDATION FOR SMOOTH

TRANSITION FROM NEW TO EXISTNG-MATCH

EXISTING TEXTURE. PAINT.

EXISTING SECOND

FLOOR

2'-3"

'-4

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LINTEL-REFER TO STRUCTURAL

CMU-REFER TO STRUCTURAL

METAL FURRING AS REQUIRED

5/8" GWB

METAL FURRING.

MATCH EXISTING

SEALANT AND BACKER ROD

SEALANT AND BACKER ROD

EIFS CLADDING. SEE NOTE ON

3/A2.1

1"

SLOPE FOR POSITIVE DRAINAGE

SELF ADHERING

TRANSITION MEMBRANE

DRIP EDGE FLASHING

WITH HEMMED EDGE

BREAK METAL. MATCH WINDOW

COLOR

3/4" EXTERIOR GRADE PLYWOOD

SLATE SILL-MATCH EXISTING

STOREFRONT SYSTEM.-

MATCH EXISTING

SEALANT AND BACKER ROD

EXISTING MASONRY WALL

EXISTING FURRING

EXISTING GWB

PRESSURE TREATED

BLOCKING AS REQUIRED

METAL FLASHING WITH HEMMED EDGE

BEDDED IN CONTINUOUS SEALANT

SLOPE FOR POSITIVE DRAINAGE

EIFS CLADDING. SEE NOTE ON 3/A2/1

SEALANT AND BACKER ROD

5/8" GWB

SUBSILL WITH END DAMS

BY STOREFRONT MFR.

SELF ADHERED AIR BARRIER

TRANSITION MEMBRANE

EIFS CLADDING. SEE NOTE ON 3/A2.1

EXISTING MASONRY WALL WITH GROUTED

CELLS. REFER TO STRUCTURAL

METAL FURRING-MATCH EXISTING

PRESSURE TREATED BLOCKING AS REQUIRED

5/8" GWB

SLATE SILL BEYOND-MATCH EXISTING

1'-5 7/128"

FINISH FLUSH WITH

EXISTING FINISH. PAINT

FINISH FLUSH WITH

EXISTING FINISH

AS REQUIRED FOR NEW LINTEL

MATCH EXISTING

FLUID APPLIED AIR BARRIER. EXTEND

PAST GLAZING LINE OF WINDOW

RETURN TEXTURED

FINISH TO WINDOW

SEALANT AND

BACKER ROD

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640800

APRIL 30, 2024

1/4" = 1'-0"A2.1 A2.1

PARTIAL SECOND FLOOR PLAN-DEMOLITION1

1/4" = 1'-0"A2.1 A2.1

PARTIAL SECOND FLOOR PLAN2

1/4" = 1'-0"A2.1 A2.1

PARTIAL ELEVATION3 WINDOW TYPE

3" = 1'-0"A2.1 A2.1

HEAD DETAIL6

3" = 1'-0"A2.1 A2.1

SILL DETAIL4

3" = 1'-0"A2.1 A2.1

JAMB DETAIL5

VERIFY SIZE OF EXISTING WINDOWS

4/30/2024

REVISIONS

DATE DESCRIPTION

1 1 1 1

A2.1

A2.1

EXISTING SECOND

FLOOR

2'-3"

5'- 4"

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EXISTING SECOND

FLOOR

SLATE SILL-MATCH EXISTING

STOREFRONT SYSTEM.-MATCH EXISTING

SEALNANT AND BACKER ROD

EXISTING MASONRY WALL

EXISTING FURRING

EXISTING GWB

PRESSURE TREATED BLOCKING AS REQUIRED

METAL FLASHING WITH HEMMED EDGE

SLOPE FOR POSITIVE DRAINAGE

EIFS CLADDING AT NEW WINDOWS-PATCH PER MFR'S RECOMMENDATIONFOR SMOOTH TRANSITION FROM NEWTO EXISTNG-MATCH EXISTING TEXTURE.

EXISTING EIFS CLADDING

SEALANT AND BACKER

1'-6"

EIFS CLADDING AT NEW WINDOWS-PATCH PER MFR'SRECOMMENDATION FOR SMOOTH TRANSITION FROMNEW TO EXISTNG-MATCH EXISTING TEXTURE.

EXISTING MASONRY WALL

EXISTING FURRING

EXISTING GWB

PRESSURE TREATED BLOCKING AS REQUIRED

5/8" GWB

SLATE SILL BEYOND-MATCH EXISTING

EXISTING EIFS CLADDING

A.B.GENERAL NOTE 1...GENERAL NOTE 2

FLOOR PLAN GENERAL NOTES

C D

DEMO OPENING FOR

NEW WINDOWS

DEMO OPENING FOR

NEW WINDOWS

S-100

5' - 0" 5' - 0" 1' - 2"5' - 4"

1'

1"

5'

4"

0' - 8" 2' - 0" 2' - 0" 2' - 0" 1' - 4" 0' - 8"

C8x11.5 CHANNEL AT EA FACE OF WALL

W/ 1/2"Ø THRU BOLTS @ 24" O.C. MAX.

MIN

d=8"

REMOVE BLOCK FOR WINDOW

OPENINGCOORD. DIMENSIONS

W/ ARCH

PRESSURE GROUT CELLS

BENEATH BEARING AS REQ'D

PRESSURE GROUT CELLS

BENEATH BEARING AS REQ'D

5' - 0"

REMOVE BLOCKS TO ALLOW FOR THE

INSTALLATION OF NEW LINTEL. REPLACE

BLOCK ONCE LINTEL IS INSTALLED.

1' - 2"

5'

4"

0' - 8" 2' - 0" 2' - 0" 2' - 0" 1' - 4" 0' - 8"

C8x11.5 CHANNEL AT EA FACE OF WALL

W/ 1/2"Ø THRU BOLTS @ 24" O.C. MAX.

MIN.

0' - 8"

REMOVE BLOCK FOR WINDOW

OPENINGCOORD. DIMENSIONS

W/ ARCH

PRESSURE GROUT CELLS

BENEATH BEARING AS REQ'D

PRESSURE GROUT CELLS

BENEATH BEARING AS REQ'D

5' - 0"

REMOVE BLOCKS TO ALLOW FOR THE

INSTALLATION OF NEW LINTEL. REPLACE

BLOCK ONCE LINTEL IS INSTALLED.

20' - 0"

9' - 4"

MIN

0' - 8"

WHERE EX. COLUMN IS ADJACENT TO WALL

USE 1/2"x7"x3'-6" STEEL PLATE. OVERLAP LAST

HOLE W/ CHANNEL AND SPACE HOLES IN THE

PLATE AT 1'-0" O.C.

ADD BOLT IF PLATE IS REQUIRED

SECOND FLOOR

39' - 6"

ROOF

53' - 6"

N

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5'

4"

NEW PRECAST OR CMU LINTEL

W/ 1-#5 BAR CONT.

NEW INFILL CMU BLOCK

EX. BLOCK THIS LEVEL AND ABOVE

TEMPORARY C8x11.5 AT EA SIDE

W/ 1/2"Ø THRU BOLT @ 32" O.C.

(USE 1/2" STL PLATE WHERE COLUMN DOES

NOT ALLOW USE OF CHANNEL)

1' - 1"

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

C.

B.

ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN

ACCORDANCE WITH THE AMERICAN WELDING SOCIETY STANDARD D1.1, LATEST

EDITION. USE E70 SERIES ELECTRODES.

UNLESS SHOWN OTHERWISE, PROVIDE STANDARD FRAMED OR SEATED BEAM

CONNECTIONS AS SHOWN IN PART 4 OF THE AISC"MANUAL OF STEEL CONSTRUCTION".

UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, PROVIDE

CONNECTIONS DEVELOPING AT LEAST ONE HALF OF THE TOTAL UNIFORM LOAD

CAPACITY TABULATED IN THE TABLES OF THE AISC MANUAL FOR THE GIVEN

SECTION AND SPAN OF THE BEAM. IN NO CASE SHALL THE LENGTH OF THE

FRAMED CONNECTIONS BE LESS THAN ONE HALF THE "T" DIMENSION OF THE BEAM.

ALL DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC

MANUAL OF STEEL CONSTRUCTION (NINTH EDITION).

MATERIAL:

-NO SECOND HAND MATERIAL PERMITTED

MAKE ALL FIELD MEASUREMENTS REQUIRED TO VERIFY DIMENSIONS.

CONNECTIONS:

ERECTION: PROVIDE ADEQUATE EQUIPMENT TO PERFORM THE WORK WITHOUT DAMAGE

TO PROPERTY AND PROVIDE COMPLETE SAFETY TO PUBLIC, WORKMEN AND PROPERTY.

SHOP PAINT: TOUCH UP ALL BOLTS AND WELDS WITH SHOP PAINT.

FIELD PAINT: TOUCH UP ALL BOLTS AND WELDS WITH SHOP PAINT.

CONTRACTOR SHALL SUBMIT 3 PRINTS OF ERECTION PLANS AND DETAIL SHOP

DRAWINGS FOR REVIEW BY ENGINEER BEFORE FABRICATION.

THE CONTRACTOR SHALL NOT CUT OR ALTER IN ANY WAY THE STRUCTURAL

MEMBERS WITHOUT THE APPROVAL OF THE ENGINEER.

GROUT UNDER ALL BASE PLATES AND BEARING PLATES WITH NON-SHRINK TYPE

GROUT, MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS.

STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER

(SSPC PAINT 15, RED OXIDE).

1.

STRUCTURAL STEEL

A.

CHANNELS, ANGLES, & PLATE

HIGH-STRENGTH BOLT

ANCHOR ROD

THREADED ROD

A.

B.

C.

D.

ASTM A36, FY=36 KSI

ASTM A325 N

ASTM A307

ASTM A36

DESIGN BASIS: INTERNATIONAL BUILDING CODE, 2021EDITION

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

ACI 318-19 MANUAL FOR CONCRETE CONSTRUCTION.

TMS 402/602-16 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES

DESIGN NOTES

10.

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONCRETE

ALL REINFORCED CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH

ACI 318, LATEST EDITION.

BOTH FOUNDATIONS AND SLABS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF

NO LESS THAN 4000 PSI.

CONCRETE IS TO BE CURED FOR A MINIMUM OF 7 DAYS BEFORE IMPOSING LOADS

FOLLOW ACI RECOMMENDATIONS FOR PLACING CONCRETE IN COLD OR HOT WEATHER.

CONTRACTOR IS TO INSURE THAT ALL CONCRETE REINFORCEMENT IS INSTALLED

PROPERLY AND PER THE PLANS BEFORE PLACING CONCRETE.

CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL FORMWORK.

REBAR IS TO BE GRADE 60 PER ASTM A615

WELDED WIRE FABRIC IS TO BE PER ASTM 185.

MINIMUM COVER REQUIREMENT FOR ALL REINFORCING STEEL IS 3"

ALL FILL UNDER SLAB(S) IS TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AT

OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D1557.

CONTROL JOINTS TO BE PLACED SUCH THAT SPACING DOES NOT EXCEED 36 x SLAB

THICKNESS UP TO A MAXIMUM 18 FEET BETWEEN JOINTS PER ACI 302.

4.

3.

2.

1. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. IF ANY

DISCREPANCIES ARE NOTED, CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY.

SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. REVIEW SHOP DRAWINGS

BEFORE SUBMITTING THEM TO ENGINEER NOTING ANY DISCREPANCIES FOUND.

FAILURE TO SUBMIT THE SHOP DRAWINGS TO THE ENGINEER IS AT THE

CONTRACTOR'S OWN RISK.

STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL

AND/OR ANY OTHER TRADE RELATED DRAWINGS.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND ERECTION OF ANY

TEMPORARY SHORING OR BRACING NECESSARY TO PROVIDE FOR THE SAFE

CONSTRUCTION OF THE STRUCTURE.

GENERAL NOTES

CONCRETE MASONRY

9.

10.

8.

6.

7.

5.

4.

3.

2.

1. ALL MASONRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 530, LATEST EDITION.

PRISM STRENGTH= 1500 PSI MIN.

CMU TO COMPLY WITH ASTM C90, GRADE N, TYPE I MOISTURE CONTROLLED 8" HOLLOW UNITS.

MORTAR - USE ASTM C 270, TYPE S, CEMENT/LIME OR MASONRY CEMENT.

GROUT - ASTMC476, COARSE GROUT.

REINFORCING BARS - ASTM A615, GRADE 60

PROVIDE FULLY GROUTED BOND BEAMS W/(2) #5 BARS. SEE PLAN FOR SIZES. HORIZONTAL BARS ARE TO BE

ATTACHED TO VERTICAL REINFORCEMENT AT END OF WALLS WITH A STANDARD 180° HOOK.

PROVIDE 3/16" TRUSS TYPE, HORIZONTAL REINFORCEMENT SPACED @ 16" O.C. IN ALL MASONRY WALLS.

ALL DOWELS AT STEM WALL TO BE ATTACHED DIRECTLY TO THE HORIZONTAL STEEL IN THE FOOTING.

AT VERTICAL CONTROL JOINTS, PROVIDE ROUND SMOOTH BARS WITH ONE END GREASED TO ALLOW FOR

LATERAL MOVEMENT.

19811

SO

UTH

CAROL INA

ENG I N E E R

PRO

FESS IONAL

SEAL

S T E PH N .L GRA

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C-4561

INTERNATIONAL

CERT I F I CAT E OF AUTHO

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CAROL INA

CCCS

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PROJECT NO:

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S-100

E24-007 4/30/2024

3/16" = 1'-0"

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

REVISIONS

DATE DESCRIPTION

dbaccarini Text Box

BEAUFORT COUNTY LEC-911 NEW WINDOWS PROJECT