17a 144815-22_Repair HVAC Bldg 248_Drawings_full.pdf

PDF 26 MB Posted Aug 9, 2022

Attached to: B248 Alert Facility Repair HVAC System Federal contract opportunity
Solicitation number: FA441822R0017
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a firm-fixed price contract to complete repairs to the HVAC system for Building B248 at Joint Base Charleston in South Carolina. The contractor shall demolish the existing roof dormer and HVAC equipment, construct a new mono-slope dormer and attic mechanical room, demolish an existing chilled water line and install new lines from the 70-ton chiller to the new HVAC equipment in the attic. The contractor must also clean existing ductwork, and match existing finishes. Responses are due by the date listed in the attached solicitation FA441822R0017. The work is required for the 628th Contracting Squadron at the Department of the Air Force Air Mobility Command.

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Other files for this federal contract opportunity

Other files attached to B248 Alert Facility Repair HVAC System, newest first.
File	Type	Posted
B248 Question and Answer 20SEP22.pdf	PDF	Sep 20, 2022
Solicitation Amendment FA441822R00170007 SF 30.pdf	PDF	Sep 20, 2022
FA441822R0017 Addendum 01 Specification 14SEP22.pdf	PDF	Sep 15, 2022
B248 Question and Answer 15SEP22.pdf	PDF	Sep 15, 2022
Solicitation Amendment FA441822R00170006 SF 30.pdf	PDF	Sep 15, 2022
B248 Question and Answer 09SEP22.pdf	PDF	Sep 9, 2022
Solicitation Amendment FA441822R00170005 SF 30.pdf	PDF	Sep 9, 2022
Solicitation Amendment FA441822R00170004 SF 30.pdf	PDF	Sep 7, 2022
B248 Question and Answer 06SEP22.pdf	PDF	Sep 7, 2022
Site Visit List 24AUG22.pdf	PDF	Sep 7, 2022
Solicitation Amendment FA441822R00170003 SF 30.pdf	PDF	Aug 18, 2022
Site Visit List 17AUG22.pdf	PDF	Aug 18, 2022
Solicitation Amendment FA441822R00170002 SF 30.pdf	PDF	Aug 12, 2022
Solicitation Amendment FA441822R00170001 SF 30.pdf	PDF	Aug 12, 2022
JB Charleston - Question and Answer Form.xlsx	XLSX spreadsheet	Aug 12, 2022
Solicitation - FA441822R0017.pdf	PDF	Aug 9, 2022
Davis Bacon Act WD SC20220023 Charleston County Mod 2 22JUL22.pdf	PDF	Aug 9, 2022
17 Specifications.pdf	PDF	Aug 9, 2022
15 DKFX 1096883 - AF 66.pdf	PDF	Aug 9, 2022

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RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

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909 EAST CERVANTES STREET

PENSACOLA, FL 32501

850.434.5444

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TWCF - STUDY & DESIGN (PCR)

REPAIR HVAC SYSTEM, B.248

JOINT BASE CHARLESTON AIR BASE

CHARLESTON, SOUTH CAROLINA

MAY 9, 2022

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

NORTH

PLAN

NORTH

A101

SIM

4 A-200

ROOM NAME

A-201

PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT

A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE

WALL ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS

PLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL

WALL COMPONENTS AND OPENINGS.

PLAN NORTH

TRUE NORTH A-201

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 VICINITY MAP AND CONTRACTOR HAUL ROUTE

CIVIL

V-101 SITE SURVEY

STRUCTURAL

S-001 GENERAL NOTES AND WIND LOAD DIAGRAM

S-100 STRUCTURAL DEMOLITION PLANS

S-101 FRAMING PLANS

S-401 SECTIONS AND DETAILS

S-402 SECTIONS AND DETAILS

S-501 TYPICAL DETAILS

ARCHITECTURAL DEMO

AD110 FIRST AND SECOND FLOOR DEMOLITION PLANS

AD111 3RD FLOOR AND ATTIC DEMO PLANS

AD112 ROOF DEMO PLANS

AD113 DEMO ELEVATION

ARCHITECTURAL

A-110 1ST AND 2ND FLOOR PLANS

A-111 3RD AND ROOF/ATTIC FLOOR PLANS

A-140 ROOF PLAN

A-141 ROOF DETAILS

A-142 BREAKMETAL TRIM PROFILES

A-150 1ST AND 2ND FLOOR CEILING PLANS

A-151 3RD FLOOR AND ATTIC REFLECTED CEILING PLANS

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTION

A-302 BUILDING SECTIONS

A-303 BUILDING SECTION

A-304 SECTIONS AND DETAILS

A-305 SECTIONS & DETAILS

A-401 ENLARGED PLANS

A-601 DOOR SCHEDULE, LOUVER ELEVATIONS, DETAILS

FIRE PROTECTION

FA-101 PARTIAL ATTIC PLAN - FIRE ALARM

FX-101 PARTIAL ATTIC PLAN - FIRE PROTECTION

MECHANICAL

M-001 LEGEND, NOTES & ABBREVIATIONS

M-101 PARTIAL FIRST FLOOR PLAN - HVAC DEMO

M-102 ATTIC PLAN - HVAC DEMO

M-201 SITE PLAN - PIPING NEW WORK

M-202 PARTIAL FIRST FLOOR PLAN - HVAC NEW WORK

M-203 HVAC PLANS - NEW WORK

M-204 ATTIC PLAN - HVAC NEW WORK

M-205 FIRST AND SECOND FLOOR DUCT CLEANING PLAN

M-206 THIRD FLOOR AND ATTIC DUCT CLEANING PLAN

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 HVAC SCHEDULES

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND GENERAL NOTES

E-002 ELECTRICAL RISER, PANEL SCHEDULES

E-100 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E-101 ATTIC ELECTRICAL DEMOLITION PLAN

E-200 FIRST FLOOR NEW WORK MECHANICAL POWER PLAN

E-201 ATTIC NEW WORK MECHANICAL POWER PLAN

PROJECT LOCATION

BUILDING 248

COMMERCIAL

ENTRY GATE

COMMERCIAL VEHICLE

INSPECTION FACILITY

R S

AVIATOR AVE

S AVIATIO

N . D

A V

S . D

A V

TO MAIN GATE

STEWART AVE

1. LOCATION: CONTRACTOR SHALL UTILIZE HAUL ROUTES(PRIMARY) A SHOWN ON SHEET G-003. CONTRACTOR SHALL BE ADVISED THAT ALL

TRUCKS GOING THRU RIVERS GATE WILL

2. DESIGNATED EXPLOSIVE ROUTES: SOUTH DAVIS DRIVE IS A DESIGNATED EXPLOSIVE ROUTE. IN THE UNFORESEEN EVENT OF AN EXPLOSIVE MISHAP, UNRELATED PERSONNEL WILL STAY AT LEAST 150 FEET AWAY FROM AREA AND AVOID USING CELL PHONES AND RADIOS.

3. EXISTING ROADS: HAUL ROUTES UTILIZING EXISTING BASE ROADWAYS WILL REMAIN OPEN TO PATRON TRAFFIC AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL EXERCISE ALL NECESSARY PROTOCOLS TO INSURE SAFETY TO THE GENERAL PUBLIC ON ALL HAUL

ROUTES.

4. DAMAGE: CONTRACTOR SHALL PREPARE A PHOTOGRAPHIC RECORD OF EXISTING ROADWAYS PRIOR TO CONSTRUCTION. DAMAGE TO EXISTING ROADWAYS, CAUSED BY CONSTRUCTION TRAFFIC, SHALL BE REPAIRED TO THE GOVERNMENT'S SATISFACTION AT NO ADDITIONAL COST.

5. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN A

SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR CONSTRUCTION OF HAUL ROUTES.

6. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES IN A GOOD STATE OF APPEARANCE.

7. FOD: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES SUCH THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN OBJECT

DEBRIS.

HAUL ROUTE NOTES

CHARLESTON AIR

FORCE BASE

PROPOSED CONTRACTOR

LAYDOWN YARD

BUILDING 248

1. CONTRACTOR SHALL TAKE PHOTOS OF LAYDOWN AREA PRIOR TO USE AND RESTORE AREA TO SAME CONDITION AFTER

CONTRUCTION IS COMPLETE.

2. MAINTAIN ADEQUATE SPACE BETWEEN HEAVY EQUIPMENT OR MATERIALS THAT NEED TO BE MOVED FREQUENTLY.

3. PLACE ITEMS THAT ARE NOT NEEDED SOON OR FREQUENTLY OUT OF THE WAY OF ITEMS THAT NEED TO BE ACCESSED MORE

OFTEN.

4. LEAVE WALKING PATHS FOR WORKERS TO ACCESS ITEMS.

5. PLACE CAUTION TAPE OR OTHER BARRIERS TO KEEP PEOPLE OUT OF HAZARDOUS AREAS OR WHERE HEAVY EQUIPMENT TRAVELS.

6. DISCARD OR SCRAP ANY ITEMS THAT ARE DEEMED AS UNREPAIRABLE OR TRASH TO AVOID UNNECESSARY CLUTTER.

7. PERIODICALLY INSPECT AND REEVALUATE LAYDOWN YARDS TO IMPROVE ON THEIR SETUP.

LAYDOWN YARD NOTES

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PROJECT NO.

DRAWING SIZE ARCH D(24X36)

Y D

SEAL AREA

O C

C E

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B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

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NTSG-003

1 AERIAL MAP/CONTRACTOR HAUL ROUTE

12" = 1'-0"G-003

2 CHARLESTON, SC MAP

12" = 1'-0"G-003

3 LAYDOWN YARD AERIAL MAP

TH-1

N:387145.58

E:2290739.00

ELEV.:38.289

TH-4

N:387057.45

E:2290699.15

ELEV.:39.037

TH-5

N:387046.42

E:2290696.93

ELEV.:38.869

TRN #500

N:387183.66 E:2290762.52

ELEV.:37.450

SCO

Cx Cx Cx Cx Cx

C x

IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR

TH-2

N:387107.69 E:2290726.10

ELEV.:38.605

TH-3

N:387074.88

E:2290716.83

ELEV.:38.811

TH-6

N:386985.36 E:2290683.37

ELEV.:38.342

TH-8

N:387078.35 E:2290702.41

ELEV.:39.178

TH-7

N:387022.08

E:2290679.02

ELEV.:38.998

TH-9

N:386987.10 E:2290657.32

ELEV.:39.076

38 DRAINAGE LINE

IRRIGATION LINE

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SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH D (24X36)

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CERTIFICATE OF AUTHORIZATION

GENERAL NOTES:

ANILORACHTUOS

C C

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NINC.

ENGINEERS

CONSULTING

No. C00651

KCI

TECHNOLOGIES

No. 28600

A V ID E . L UK A C J R

UTH CAROLINA

NA L LA ND SURV

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LEGEND:

PIV

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AutoCAD SHX Text

GROUNDING WIRE

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CATV GOES UNDER PAD

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AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (C)

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LANDSCAPE AREA

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CONCRETE PAD

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BACK FLOW PREVENTER

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TRANSFORMER

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CONCRETE PAD

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FIBER OPTIC

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VAULT

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EXISTING

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BRICK SHED

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EXISTING

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CONCRETE DUMPSTER

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ENCLOSURE

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EXISTING

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CONCRETE DUMPSTER

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ENCLOSURE

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EXISTING BUILDING 247

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EXISTING BUILDING 248

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CONCRETE WALK

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CONCRETE WALK

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EXISTING COLUMN

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EXISTING ELECTRIC METER BOX

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1. SURVEY PROVIDED BY: KCI TECHNOLOGIES, INC. SURVEY PROVIDED BY: KCI TECHNOLOGIES, INC. 2. HORIZONTAL DATUM: NAD 1983/2011(SC) HORIZONTAL DATUM: NAD 1983/2011(SC) VERTICAL DATUM: NAVD 1988 3. HORIZONTAL GROUND DISTANCES ARE BASE ON SOUTH CAROLINA STATE HORIZONTAL GROUND DISTANCES ARE BASE ON SOUTH CAROLINA STATE PLANE AND IS IN INTERNATIONAL FEET. 4. SURVEY BASED ON PHYSICAL EVIDENCE FOUND ON FEBRUARY 2022. SURVEY BASED ON PHYSICAL EVIDENCE FOUND ON FEBRUARY 2022. 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT REPORT. KCI TECHNOLOGIES, INC., DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON. 6. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED. 7. THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE SHOWN HEREON IS FOR THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAY/PROPERTY LINES SURVEYED, AND DOES NOT CERTIFY TO THE RIGHT-OF-WAY WIDTH/PROPERTY LINE OF ANY ADJACENT PROPERTIES. 8. THE SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF A HORIZONTAL NGS THE SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF A HORIZONTAL NGS MONUMENT. 9. HORIZONTAL COORDINATES BASED UPON SC-RTN GPS OBSERVATIONS USING HORIZONTAL COORDINATES BASED UPON SC-RTN GPS OBSERVATIONS USING SPECTRA PRECISION "SP 80" UNITS. THE NETWORK POSITIONAL ACCURACY OF THE SC-RTN DERIVED POSITIONAL COORDINATES MEETS OR EXCEEDS THE CLASS A HORIZONTAL POSITIONS. COORDINATES BASED UPON GEOID 12B NSRS 2011 AND HAVE A 95% CONFIDENCE RATING. VERTICAL DATUM HAS BEEN ADJUSTED TO NAVD '88. 10. PROPERTY MAY BE SUBJECT TO UNRECORDED RIGHT-OF-WAYS OR PROPERTY MAY BE SUBJECT TO UNRECORDED RIGHT-OF-WAYS OR EASEMENTS NOT OBSERVED. 11. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT SC ONE-CALL" AT (1-800-632-4949) AND CONTRACTING OFFICER (ROICC) AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION OF DEMOLITION.

AutoCAD SHX Text I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL STATE THAT TO THE BEST OF MY PROFESSIONAL STATE THAT TO THE BEST OF MY PROFESSIONAL THAT TO THE BEST OF MY PROFESSIONAL THAT TO THE BEST OF MY PROFESSIONAL TO THE BEST OF MY PROFESSIONAL TO THE BEST OF MY PROFESSIONAL THE BEST OF MY PROFESSIONAL THE BEST OF MY PROFESSIONAL BEST OF MY PROFESSIONAL BEST OF MY PROFESSIONAL OF MY PROFESSIONAL OF MY PROFESSIONAL MY PROFESSIONAL MY PROFESSIONAL PROFESSIONAL PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THE SURVEY SHOWN HEREON INFORMATION, AND BELIEF, THE SURVEY SHOWN HEREON INFORMATION, AND BELIEF, THE SURVEY SHOWN HEREON AND BELIEF, THE SURVEY SHOWN HEREON AND BELIEF, THE SURVEY SHOWN HEREON BELIEF, THE SURVEY SHOWN HEREON BELIEF, THE SURVEY SHOWN HEREON THE SURVEY SHOWN HEREON THE SURVEY SHOWN HEREON SURVEY SHOWN HEREON SURVEY SHOWN HEREON SHOWN HEREON SHOWN HEREON HEREON HEREON WAS MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE IN ACCORDANCE WITH THE REQUIREMENTS OF THE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ACCORDANCE WITH THE REQUIREMENTS OF THE ACCORDANCE WITH THE REQUIREMENTS OF THE WITH THE REQUIREMENTS OF THE WITH THE REQUIREMENTS OF THE THE REQUIREMENTS OF THE THE REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF THE OF THE OF THE THE THE STANDARDS OF PRACTICE MANUAL FOR SURVEYING IN SOUTH OF PRACTICE MANUAL FOR SURVEYING IN SOUTH OF PRACTICE MANUAL FOR SURVEYING IN SOUTH PRACTICE MANUAL FOR SURVEYING IN SOUTH PRACTICE MANUAL FOR SURVEYING IN SOUTH MANUAL FOR SURVEYING IN SOUTH MANUAL FOR SURVEYING IN SOUTH FOR SURVEYING IN SOUTH FOR SURVEYING IN SOUTH SURVEYING IN SOUTH SURVEYING IN SOUTH IN SOUTH IN SOUTH SOUTH SOUTH CAROLINA, AND MEETS OR EXCEEDS THE REQUIREMENTS FOR A CLASS AND MEETS OR EXCEEDS THE REQUIREMENTS FOR A CLASS AND MEETS OR EXCEEDS THE REQUIREMENTS FOR A CLASS MEETS OR EXCEEDS THE REQUIREMENTS FOR A CLASS MEETS OR EXCEEDS THE REQUIREMENTS FOR A CLASS OR EXCEEDS THE REQUIREMENTS FOR A CLASS OR EXCEEDS THE REQUIREMENTS FOR A CLASS EXCEEDS THE REQUIREMENTS FOR A CLASS EXCEEDS THE REQUIREMENTS FOR A CLASS THE REQUIREMENTS FOR A CLASS THE REQUIREMENTS FOR A CLASS REQUIREMENTS FOR A CLASS REQUIREMENTS FOR A CLASS FOR A CLASS FOR A CLASS A CLASS A CLASS CLASS CLASS A SURVEY AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE SURVEY AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE SURVEY AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE AS SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE SPECIFIED THEREIN; ALSO THERE ARE NO VISIBLE THEREIN; ALSO THERE ARE NO VISIBLE THEREIN; ALSO THERE ARE NO VISIBLE ALSO THERE ARE NO VISIBLE ALSO THERE ARE NO VISIBLE THERE ARE NO VISIBLE THERE ARE NO VISIBLE ARE NO VISIBLE ARE NO VISIBLE NO VISIBLE NO VISIBLE VISIBLE VISIBLE ENCROACHMENTS OR PROJECTIONS OTHER THAN SHOWN. _________________________________________________ DAVID E. LUKAC JR. S.C.P.L.S. #28600

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AutoCAD SHX Text BUILDING OUTLINE CONCRETE CURB & GUTTER EXISTING CONTOUR UNDERGROUND ELECTRICAL UNDERGROUND COMMUNICATIONS WATER LINE SANITARY LINE STORM DRAIN UNKNOWN UNDERGROUND UTILITY HIGH PRESSURE STEAM EDGE OF PAVEMENT GUARD RAIL BOLLARD BENCHMARK/ CONTROL POINT COMMUNICATION MANHOLE CONCRETE SIDEWALK DRAINAGE MANHOLE ELECTRIC TRANSFORMER FIRE HYDRANT GEODETIC MONUMENT GAS VALVE GAS VENT GUY WIRE IRON PIPE LIGHT POLE POST INDICATOR VALVE POWER POLE RIGHT OF WAY MONUMENT SEWER CLEANOUT SEWER MANHOLE SIGN SHRUB TELEPHONE PEDESTAL TREE TRAVERSE NAIL TELEVISION PEDESTAL WELL WATER METER WATER VALVE

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3.03 STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI, UNLESS NOTED OTHERWISE. STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B. ANCHOR BOLTS SHALL CONFORM TO F1554-

GR. 36 HOT DIP GALVANIZED, UNLESS NOTED OTHERWISE.

3.04 BOLTS SHALL CONFORM TO ASTM A325, 3/4-INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE. COMPRESSIVE-WASHER-TYPE DIRECT TENSION INDICATORS OR TWIST-OFF-TYPE TENSION-CONTROL BOLTS CONFORMING TO RCSC SHALL BE PROVIDED AT ALL BOLTED CONNECTIONS

PER UFC 3-301-01.

3.05 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX

CLASSIFICATION. MINIMUM WELD SIZE TO BE 3/16" FILLET WELD, U.N.O.

3.06 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP.

CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

3.07 SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED. FIELD CONNECTIONS NOT SPECIFICALLY

DETAILED ON THE DRAWINGS SHALL BE BOLTED, WHERE POSSIBLE.

3.08 PROVIDE CONNECTIONS ACCORDING TO THE DETAILS DETAILS IN THIS SET.

3.09 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND ACCEPTANCE IS GRANTED. HOWEVER, THE CONTRACTING OFFICER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE DESIGN OF SUCH ALTERNATE DETAILS, WHICH HE PROPOSES.

3.10 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING TO PROVIDE LATERAL SUPPORT UNTIL ALL PERMANENT BRACING MOMENT

CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED.

3.11 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE FRAMING AROUND OPENINGS IN FLOOR AND ROOF SLAB AS INDICATED IN THE

MECHANICAL AND ARCHITECTURAL DRAWINGS.

3.12 HOLES IN STRUCTURAL STEEL MEMBERS ARE NOT PERMITTED UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL CONTRACT DRAWINGS.

3.13 STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATION WITH THE TOP OF CONCRETE ELEVATION. IN CASE OF CONFLICT, THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR MORE STRINGENT REQUIREMENTS.

3.14 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON FIREPROOFING, CONNECTIONS DESIGNATED AS SLIP CRITICAL, OR TO BE WELDED.

4.00 STRUCTURAL TIMBER:

4.01 MATERIALS:

1. ALL TIMBER: NO., 2 SOUTHERN PINE OR BETTER

2. LVL BEAMS SHALL BE 2.0E, Fb = 2,850 PSI (MIN)

3. ALL TIMBER FRAMING IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

4. ALL METAL HANGERS SHALL BE Z-MAX OR EQUIVALENT

5. ALL TIMBER CONNECTORS INDICATED ARE SIMPSON FASTENERS. EQUIVALENT FASTENERS BY OTHER MANUFACTURERS MAY BE SUBMITTED FOR REVIEW. ALL HOLES IN CONNECTORS SHALL BE FILLED WITH THE RECOMMENDED SIZE AND NUMBER OF FASTENERS. WHEN MULTIPLE CONNECTORS ARE USED, THEY MUST BE INSTALLED SO FASTENER LOCATIONS TO DO NOT OVERLAP. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.

1.00 GENERAL NOTES

1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER-OF-RECORD FOR RESOLUTION BEFORE PROCEEDING

WITH FABRICATION OR CONSTRUCTION.

1.02 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2018 AND UFC 3-301-01, 1 OCTOBER 2019.

1.03 WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7-16. THE EXTERIOR WALLS AND FINISH

SHALL BE DESIGNED BASED ON THE FOLLOWING WIND LOAD DATA.

A. ULTIMATE WIND SPEED: 163 MPH

B. NOMINAL WIND SPEED: 127 MPH

C. BUILDING RISK CATEGORY: 4

D. WIND EXPOSURE CATEGORY: C

E. INTERNAL PRESSURE COEFFICIENT: +/- 0.55 (CONSIDERED PARTIALLY ENCLOSED DUE TO LOUVERS)

F. ULTIMATE COMPONENT & CLADDING WIND PRESSURES: REFER TO DIAGRAM ON THIS SHEET.

1.04 EARTHQUAKE LOADS:

A. SEISMIC DESIGN CATEGORY: D

B. SPECTRAL RESPONSE COEFFICIENTS

1. Ss = 1.872g Sds = 1.248g

2. S1 = 0.547g Sd1 = 0.639g

C. SITE CLASSIFICATION: D (ASSUMED)

D. BASIC SEISMIC-FORCE-RESISTING SYSTEM: ORDINARY STEEL MOMENT FRAMES

(ALLOWED BASED ON EXCEPTION IN ASCE 7 SECTION 12.2.5)

E. SEISMIC BASE SHEAR (V): 6.4 KIPS (FOR NEW MONOSLOPE ROOF SYSTEM)

F. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

1.05 DESIGN GRAVITY LOADS ARE AS FOLLOWS:

A. SUPERIMPOSED ROOF DEAD LOADS:

1. ROOFING SYSTEM: 6 PSF

2. MECHANICAL, ELECTRICAL, PLUMBING: 4 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)

1. EXISTING ATTIC FLOOR SLAB: 50 PSF

2. ROOF LIVE LOAD: 20 PSF

1.06 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR

TO THOSE SHOWN.

1.07 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION.

1.08 CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS. NOTIFY

COR OF ANY CONFLICT AND/OR OMISSION.

1.09 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

1.10 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LAYOUTS SHOWN IN THESE PLANS TO VERIFY EXISTING CONDITIONS MATCH

THOSE SHOWN PRIOR TO ORDERING, DETAILING OR FABRICATING.

2.00 REINFORCED CONCRETE

2.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

2.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE 3,500 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH.

CONCRETE MAY CONTAIN A PROPERLY DESIGNED SUPERPLASTICIZER FOR WORKABILITY.

2.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

2.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE CONTRACTOR'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

2.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

2.06 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

2.07 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO

WET CONCRETE IS NOT PERMITTED.

2.08 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. PROVIDE CLASS "B" LAP SPLICE CORNER BARS FOR ALL CONTINUOUS

REINFORCING.

2.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE:

A. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER: 2"

B. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1 1/2"

2.10 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.

2.11 SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28-DAY STRENGTH.

2.12 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A REPRESENTATIVE RESPONSIBLE TO

HIM.

2.13 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

3.00 STRUCTURAL STEEL

3.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS, ASD, LATEST EDITION.

3.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND

REVIEWED.

NOTE: REFER TO SPECIAL

INSPECTION SPECIFICATION

SECTION 01 45 35 FOR

SPECIAL INSPECTION

REQUIREMENTS.

4.02 FRAMING NOTES:

1. TOP PLATES SHALL BE DOUBLE AND LAP SPLICED 4'-0" WITH 14-16 D NAILS.

2. EXTERIOR WALL SHEATHING SHALL BE 15/32” NOMINAL PLYWOOD. USE NAIL SPACING OF 4" AT PANEL EDGES AND 6" AT INTERMEDIATE SUPPORTS. USE 8D RING SHANK NAILS. ALL PANEL EDGES SHALL BE BLOCKED.

3. ROOF DECK SHEATHING: SHALL BE 5/8” NOMINAL APA SPAN RATED PLYWOOD. USE NAIL SPACING OF 4" AT PANEL EDGES AND 6" AT INTERMEDIATE SUPPORTS. USE 10dx2 1/2" RING SHANK NAILS.

4. WALL STUDS: 2X4 NOMINAL, NO. 2 SOUTHERN PINE @ 16” O.C., UNLESS NOTED OTHERWISE (SEE SECTIONS AND

DETAILS).

5. ALL CONNECTIONS AND SPLICES NOT SPECIFICALLY DETAILED SHALL BE IN ACCORDANCE WITH THE FASTENING

SCHEDULE IN THE 2018 INTERNATIONAL BUILDING CODE, TABLE 2304.10.1.

4.03 BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT

DIAMETER.

4.04 A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE-BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE FASTENER DIAMETER.

4.05 WOOD SHRINKS AND EXPANDS AS IT LOSES AND GAINS MOISTURE, PARTICULARLY PERPENDICULAR TO GRAIN. TAKE WOOD SHRINKAGE AND EXPANSION INTO ACCOUNT WHEN INSTALLING CONNECTION. ALL FASTENERS HAVE BEEN DESIGNED

USING DRY LUMBER DIMENSIONS.

4.06 SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION.

4.07 DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS, UNLESS OTHERWISE INDICATED.

4.08 SORT AND SELECT LUMBER SO THAT NATURAL CHARACTERISTICS WILL NOT INTERFERE WITH INSTALLATION OR WITH FASTENING OTHER MATERIALS TO LUMBER. DO NOT USE MATERIALS WITH DEFECTS THAT INTERFERE WITH FUNCTION OF MEMBER OR PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT ARRANGEMENT.

4.09 EXPANSION ANCHORS WHERE INDICATED ON THESE DRAWINGS SHALL BE HOT DIP GALVANIZED HILTI KWIK BOLT TZ2 OR EQUIVALENT EXPANSION ANCHORS EMBED INTO CONCRETE SLAB AS INDICATED IN THE DETAILS. FOLLOW STRICTLY

MANUFACTURER'S RECOMMENDATIONS FOR ANCHOR INSTALLATION.

5.00 COLD FORMED METAL FRAMING

5.01 COLD FORMED METAL STUDS: GALVANIZED STEEL PER ASTM A525, G90 COATING MEETING THE REQUIREMENTS OF ASTM

A446 GRADE A, WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI.

5.02 ALL STUDS INDICATED SHALL BE 16 GAGE MINIMUM AND HAVE 1-5/8” WIDE FLANGES MINIMUM WITH A ½” MINIMUM LIP AND SHALL BE SPACED AT 1’-4” O.C MAXIMUM, UNLESS NOTED OTHERWISE. ALL TRACK INDICATED SHALL BE 16 GAGE MINIMUM AND

HAVE 1-1/4” WIDE MINIMUM FLANGES.

5.03 CONNECTION REQUIREMENTS (UNLESS NOTED OTHERWISE):

A. TRACK TO STEEL OPTIONS

1. 0.157” DIA. P.A.F.s @ 8” O.C. STAGGERED.

2. #12 HWH SELF TAPPING TEK SCREWS @ 8” O.C.

B. TRACK TO CONCRETE OPTIONS:

1. 0.157” DIA. P.A.F.s @ 8” O.C. STAGGERED EMBED 1” MIN.

2. 3/16” TAPCON SCREW ANCHORS @ 8” O.C. EMBED 1¼” MIN.

C. STUD TO STUD OR JOIST TO JOIST: (4) #10 HWH SELF TAPPING TEK SCREWS, MIN.

D. STUD TO TRACK – (2) #10 HWH SELF TAPPING TEK SCREWS.

E. STUD TO STEEL OPTIONS

1. (2) 0.157" DIA. P.A.F.'s

2. (2) #12 HWH SELF TAPPING TEK SCREWS.

F. CLIP ANGLE CONNECTIONS: DIETRICH T685 2"x4" x 5 1/2" 14 GA. STIFFENED CLIP ANGLE OR EQUIVALENT WITH (4) #10

SCREWS TO STUD AND (1) 1/2" DIA. HOT DIP GALV. EXPANSION ANCHOR.

5.04 EXPANSION ANCHORS WHERE INDICATED ON THESE DRAWINGS SHALL BE HOT DIP GALVANIZED HILTI KWIK BOLT TZ2 OR EQUIVALENT EXPANSION ANCHORS EMBED INTO CONCRETE SLAB AS INDICATED IN THE DETAILS. FOLLOW STRICTLY

MANUFACTURER'S RECOMMENDATIONS FOR ANCHOR INSTALLATION.

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O U

S O

CAROL

LLLL

II II

CC CC

EEEE

NNNN

SSSS

EEEE

DDDD

PPPP

RRRR OOOO FFFF EEEE SSSS SSSS IIII OOOO NNNN AAAA

LLLL

EEEE

NNNN

GGGG

IIII

NNNN

EE EE

RRRR

L I

U E R

E D

HPES

S I

U O

No. 25669

5/9/225/9/225/9/225/9/22

M P

H V

A C

R e p a ir s t o B

J o in t B a s e

C h a rl e s to n \ 2

R E

E N

T R

A L \1

-2

R e p a ir

H V

A C

B ld g

S T

R C

.r v t

S-100

9 MAY 2022

DKFK 1096883

R E

P A

V A

C B

R U

N P

100% FINAL DESIGN SUBMITTAL

D K

F K

1/8" = 1'-0"S-100

1 ATTIC FLOOR FRAMING DEMOLITION PLAN

1/8" = 1'-0"S-100

2 ROOF FRAMING DEMOLITION PLAN

0 4' 8' 16'

SCALE 1/8":1'-0"

NORTH

PLAN

NORTH

PLAN

NORTH

7 8 9 10 11 12 13

W10X30

S-401

S-402

X30

NEW FLOOR OPENING

FOR SHIPS LADDER W/

6" CONC. CURB; SEE

3/S-402.

'-9

4' -0

'-6

5' -6

'-6

W-SHAPE BEAM SHIM TIGHT TO UNDERSIDE

OF EXISTING SLAB AND DRYPACK GROUT

S-402

E X

-1 2x

E X

-1 2x

S-501

S-402

11'-1" 8'-9" 11'-9 1/2" 7'-2 1/2" 8'-0 1/2" 11'-9 1/2"

EXISTING COLUMN CENTERLINES BELOW; FIELD VERIFY AND COORD.

7 8 9 10 11 12 13

S-401

S-402

W10X30

1 3/4"x11 1/4" LVLs

@ 2'-0" O.C. MAX

2"x6" SYP

@ 2'-0" O.C. MAX

CANTILEVER BEAM OVER

COLUMN.

S-501

S-402

EXISTING COLUMN CENTERLINES BELOW; FIELD VERIFY AND COORD.

11'-1" 8'-9" 11'-9 1/2" 7'-2 1/2" 8'-0 1/2" 11'-9 1/2"

4' -0

'-6

5' -6

'-6

AREA OF STRUCTURAL WORK

TIMBER ROOF FRAMING NOTES:

1. PROVIDE ROOF SUPPORT FRAMING PER DETAILS AT 2'-0" O.C.

MAX SPACING.

2. PROVIDE PLYCLIPS BETWEEN ADJACENT PLYWOOD SHEETS.

ROOF FRAMING NOTES AND LEGEND

= 19/32" THICK APA SPAN RATED PLYWOOD ROOF

SHEATHING. ANCHOR TO TRUSSES PER GENERAL

NOTES.

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH D(24X36)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

D R

G R

S B

T A

O N

Y X

G R

O U

S O

CAROL

LLLL

II II

CC CC

EEEE

NNNN

SSSS

EEEE

DDDD

PPPP

RRRR OOOO FFFF EEEE SSSS SSSS IIII OOOO NNNN AAAA

LLLL

EEEE

NNNN

GGGG

IIII

NNNN

EE EE

RRRR

L I

U E R

E D

HPES

S I

U O

No. 25669

5/9/225/9/225/9/225/9/22

M P

H V

A C

R e p a ir s t o B

J o in t B a s e

C h a rl e s to n \ 2

R E

E N

T R

A L \1

-2

R e p a ir

H V

A C

B ld g

S T

R C

.r v t

S-101

9 MAY 2022

DKFK 1096883

R E

P A

V A

C B

G P

100% FINAL DESIGN SUBMITTAL

D K

F K

1/8" = 1'-0"S-101

1 ATTIC FLOOR FRAMING PLAN

1/8" = 1'-0"S-101

2 ROOF FRAMING PLAN

0 4' 8' 16'

SCALE 1/8":1'-0"

NORTH

PLAN

NORTH

PLAN

ROOF

30' - 0"

S-402

DISCONT. 2x6 FLATWISE

BLOCKING; TYPICAL

NAIL NEW AND EX. PLYWOOD

PER TYPICAL DECK ANCHORAGE

REQUIREMENTS.

SHEATH INSIDE FACE

OF WALL WITH 1/2" PLYWOOD;

MATCH TYPICAL EXTERIOR WALL

FASTENER PATTERN.

LVL ROOF JOISTS @ 2'-0" O.C.

2x6 ROOF JOISTS @ 2'-0" O.C.

S-402

(2) 2x6 TOP PLATES BOLTED

TO BEAM FLANGE W/(2) 1/2" DIA.

THRU-BOLTS AT 2'-0" O.C. MAX SPACING

AT BEAM GAGE W/2x2x3/16" PLATE

WASHERS TOP.

W-SHAPE BEAM;

SEE 2/S-101

W-SHAPE BEAM;

SEE PLAN

BEAM BEYONDEXISTING PRE-ENGINEERED

ROOF TRUSSES AND PLYWOOD

TO REMAIN

EXISTING 2x4 WALL

TO REMAIN

2x4 @ 1'-4" O.C. KNEEWALL ON EXISTING 2x4 WALL BELOW

PLYWOOD ROOF DECK;

SEE LEGEND ON SHEET S-101

1" / 1' - 0"PLYWOOD ROOF

DECK; SEE LEGEND

ON SHEET S-101

C E

N T

E R

E ; F

V E

Y 6"

. H E

E L

E A

M PROVIDE FULL HEIGHT BLOCKING

AT ALTERNATE BAYS; TYP.

PROVIDE FULL HEIGHT BLOCKING

AT ALTERNATE BAYS; TYP.

PROVIDE FULL HEIGHT 2x12 BLOCKING

AT MID-SPAN; TYPICAL

T/STEEL REF. EL: 37'-9 15/16"

T/STEEL REF. EL: 39'-6 15/16"

2x4 KICKERS AT 2'-0" O.C. W/(4) 0.131x3"

NAILS EACH END; TYP.

P.T. 2x8 FASCIA;

REFER TO 1/A-304 FOR

ADD'L DETAILS

P.T. 2x6 FASCIA;

REFER TO 1/A-304 FOR

ADD'L DETAILS

REFER TO 1/A-304 FOR

FINAL FASCIA AND SOFFIT

DETAILS; TYP.

6'-0"

(2) 2x6 TOP PLATES BOLTED

TO BEAM FLANGE W/(2) 1/2" DIA.

THRU-BOLTS AT 2'-0" O.C. MAX SPACING

AT BEAM GAGE W/2x2x3/16" PLATE

WASHERS TOP.

1/4" / 1' - 0"

1'-4"

2x8@1'-4" O.C. KNEEWALL W/1/2"

PLYWOOD SHEATHING

BRACED WITH 2x4 KICKERS AT EACH STUD WITH (4) 0.131x3"

MIN. NAILS EACH END

2x4@1'-4" O.C.

KNEEWALL W/

PLYWOOD COVER

PROVIDE 1/2" PLYWOOD

SHEATHING TYP. AROUND

ALL SIDES OF BOX.

1/2" DIA. HILTI KWIK BOLT TZ2 OR

EQUIV. HOT DIP GALV. EXPANSION

ANCHORS AT 2'-8" O.C. MAX SPACING

EMBED 2 1/2" INTO CONCRETE SLAB.

USE 2x2x3/16" GALV. PLATE WASHERS.

FIELD VERIFY TO MATCH EXISTING

+/- 5'-4"

362S162-054 FRAMING AT 1'-4"

O.C. MAX SPACING; TYP.

SIMPSON H10A EACH SIDE OF

TOP PLATES AT EACH RAFTER; TYP. 2x12 BLOCKING IN

EACH BAY; TYPICAL

362T125-054 CONT. TRACK

ANCHORED TO WALL WITH

1/2" DIA. HOT DIP GALV. EXP.

ANCHORS AT 2'-8" O.C. MAX SPACING

EMBED. 2 1/2" INTO CONC. BEAM

EXISTING CONCRETE

PERIMETER BEAM

CLIP ANGLE CONN. @

EACH VERT. STUD; REFER

TO SHEET S-001 FOR ADD'L INFO

(3) 16dx3 1/2" @ EACH ROOF JOIST;

TYPICAL

NEW COLUMN BEYOND;

SEE 1/S-101

SIMPSON H2.5A @ EACH ROOF

JOIST; TYPICAL

3 1/2"; TYP. SIMPSON H2.5A EACH SIDE OF

TOP PLATES AT EACH RAFTER; TYP.

SISTER 2x6 ROOF RAFTERS TO LVL'S W/(6) 0.131x3" NAILS; TYPICAL

ANCHOR CONT. 16 GA. TRACK

TO WALL W/(2) #10x3" WOOD

SCREWS AT EACH VERT. STUD.

16 GA. x 1 1/2" x 1 1/2"

CONT. BENT PLATE; TYP.

600S162-054 FRAMING AT 1'-4"

O.C. MAX SPACING; TYP.

5" / 1 ' - 0

2x8@2'-0" O.C. KNEEWALL

(ALIGN STUDS W/RAFTERS) W/

1/2" PLYWOOD SHEATHING

S-402

W10X30

45.00°

REPLACE EXISTING WOOD ATTIC FLOOR;

REFER TO ARCH. DETAILS 5&6 ON A-305

FOR SPECIFIC DETAILS

SIMPSON LTS12 AT ALT.

STUD TO BOTTOM PLATES; TYP.

SIMPSON H2.5A AT ALT.

STUD TO TOP PLATES; TYPICAL

ADDITIONAL ANCHORAGE OF EXISTING SILL:

1/2" DIA. HILTI KWIK BOLT TZ2 OR

EQUIV. HOT DIP GALV. EXPANSION

ANCHORS AT 4'-0" O.C. MAX SPACING

EMBED 2 1/2" INTO CONCRETE SLAB.

USE 2x2x3/16" GALV. PLATE WASHERS.

V E

Y R

.O . W

F I N

A L

A R

C H

'-0

PROVIDE (2) 2x8 FULL HEIGHT JAMB STUDS BEYOND AND 2x8

INFILL WALL FRAMING WITH

(2) TOP PLATE AND P.T.

BOTTOM PLATE ANCHORED

AS NOTED BELOW. PROVIDE

FULL HEIGHT 1/2" PLYWOOD

SHEATHING EACH FACE.

REFER TO 3/A-141 FOR

ADD'L DETAILS

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH D(24X36)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

D R

G R

S B

T A

O N

Y X

G R

O U

S O

CAROL

LLLL

II II

CC CC

EEEE

NNNN

SSSS

EEEE

DDDD

PPPP

RRRR OOOO FFFF EEEE SSSS SSSS IIII OOOO NNNN AAAA

LLLL

EEEE

NNNN

GGGG

IIII

NNNN

EE EE

RRRR

L I

U E R

E D

HPES

S I

U O

No. 25669

5/9/225/9/225/9/225/9/22

M P

H V

A C

R e p a ir s t o B

J o in t B a s e

C h a rl e s to n \ 2

R E

E N

T R

A L \1

-2

R e p a ir

H V

A C

B ld g

S T

R C

.r v t

S-401

9 MAY 2022

DKFK 1096883

R E

P A

V A

C B

O N

D D

100% FINAL DESIGN SUBMITTAL

D K

F K

3/4" = 1'-0"S-401

1 SECTION THROUGH NEW DORMER

0 6" 1' 2'

SCALE 3/4":1'-0"

ROOF

30' - 0"

COLUMN BEYOND;

SEE PLAN

W-SHAPE SUPPORT

BEAM FRAMING; SEE 1/S-101

OPENING

4'-0" x 5'-6" CLR.

EXISTING 5" SLAB;

TO REMAIN

NEW OPENING

OPENING FOR HATCH

3'-0" x 4'-6" FINAL CLR.

TYPICAL

6" CONC. INFILL

#5x8" DOWELS @ 1'-0" EPOXIED

5" INTO EXISTING SLAB AND

EXTENDING 3" INTO POUR-BACK

INFILL; TYP. AT PERIMETER

(2) #4 CONT.

T&B. PROVIDE CORNER

BARS.

L6x6x5/16" TYPICAL (3) SIDES OF OPENING

ANCHORED TO THE EXISTING CONCRETE

BEAMS W/(3) 3/4" HILTI KWIK BOLT

TZ OR EQUIV. EXP. ANCHORS EMBED

5" INTO EXISTING BEAM. LOCATE ANCHORS

WITHIN 4" OF ANGLE ENDS AND CENTER.

COPE TOP FLANGE AND WELD ANGLE ON

EDGE WITHOUT BEAM TO VERTICAL WEB OF

BEAM AND ANGLE.

BENT PLATE L9x4x3/8" x 6'-0" LLH

SHOP WELDED TO BEAM

B 6"

4'-4" INSIDE FACE OF EXISTING

CONCRETE BEAM

DRY-PACK GROUT BETWEEN BEAM

AND SLAB AT ANY VOIDS; TYPICAL

CONNECTION BEYOND;

SEE 1/S-501.

RAILING;

REFER TO ARCH.

ROOF

30' - 0"

S-401

MATCH EXISTING

PLYWOOD THICKNESS

CUT PLYWOOD BACK TO EDGE

OF NEAREST ROOF TRUSS

2x4 @ 1'-4" O.C.

FRAMED WALL WITH

1/2" PLYWOOD SHEATHING

FULL HEIGHT.

P.T. 2x8 FASCIA;

REFER TO DETAIL 1/A-141

FOR ADDITIONAL INFORMATION

LVL ROOF JOISTS @ 2'-0" O.C.

MAX SPACING; SEE 2/S-101

2x12 OUTRIGGERS

@ 2'-0" O.C. MAX SPACING

1'-0"

11"OUTSIDE FACE

OF FASCIA BOARD

OUTSIDE FACE OF

STUD WALL FRAMING

EXISTING ROOF

TRUSSES TO REMAIN;

FIELD LOCATE

SLOPED W-SHAPE BEAM (SEE PLAN) W/(2)

2x6 TOP PLATES BOLTED TO BEAM

FLANGE W/(2) 1/2" DIA. THRU-BOLTS

AT 2'-0" O.C. MAX SPACING WITH

2x2x3/16" PLATE WASHERS; TYP.

STUB BEAM SUPPORT

OF COLUMN BEYOND; SEE 1/S-501 FOR

TYPICAL MOMENT CONNECTION DETAIL

P.T. 2x6 FASCIA;

REFER TO DETAIL 1/A-141

FOR ADDITIONAL INFORMATION

FULL HEIGHT 2x12

BLOCKING; TYP.

REFER TO ARCH. DETAL 1/A-141 FOR

FINAL FASCIA AND SOFFIT

DETAILS; TYP.

ANCHOR PLYWOOD TO FULL HEIGHT

BLOCKING W/TYPICAL ROOF FASTENERS

AT 6" O.C. MAX SPACING.

SIMPSON H2.5A @ EA. OUTRIGGER; TYP.

PLYWOOD ROOF DECK;

SEE LEGEND ON SHEET

S-101

SISTER 2x4 FOR PLYWOOD ANCHORAGE NAIL TO TRUSS WITH (2) 0.131"x3"

NAILS AT 1'-0" O.C. MAX SPACING; TYP.

11"

H O

" SIMPSON LTS12 AT EACH

STUD TO BOTTOM PLATES; TYP.

REPLACE EXISTING WOOD ATTIC FLOOR;

REFER TO ARCH. DETAILS 5&6 ON A-305

FOR SPECIFIC DETAILS

ROOF

30' - 0"

S-401

MATCH EXISTING

PLYWOOD THICKNESS

CUT PLYWOOD BACK TO EDGE

OF NEAREST ROOF TRUSS

LVL ROOF JOISTS @ 2'-0" O.C.

MAX SPACING; SEE 2/S-101

1'-0"

OUTSIDE FACE

OF FASCIA BOARD

OUTSIDE FACE OF

STUD WALL FRAMING

EXISTING ROOF TRUSSES

TO REMAIN; FIELD LOCATE

SISTER 2x4 FOR PLYWOOD ANCHORAGE.

NAIL TO TRUSS WITH (2) 0.131"x3"

NAILS AT 1'-0" O.C. MAX SPACING; TYP.

11"

REFER TO SECTION 1 ON THIS

SHEET FOR ADDITIONAL DETAILS

AT OUTRIGGERS AND FASCIA

SLOPED W-SHAPE BEAM (SEE PLAN) W/(2)

2x6 TOP PLATES BOLTED TO BEAM

FLANGE W/(2) 1/2" DIA. THRU-BOLTS

AT 2'-0" O.C. MAX SPACING WITH

2x2x3/16" PLATE WASHERS; TYP.

11"

2x12 OUTRIGGERS

@ 2'-0" O.C. MAX SPACING

SIMPSON LTS12 AT EACH

STUD TO BOTTOM PLATES; TYP.

REPLACE EXISTING WOOD ATTIC FLOOR;

REFER TO ARCH. DETAILS 5&6 ON A-305

FOR SPECIFIC DETAILS

ROOF

30' - 0"

MATCH EXISTING

PLYWOOD THICKNESS

1'-0"

11"OUTSIDE FACE

OF FASCIA BOARD

OUTSIDE FACE OF

STUD WALL FRAMING

1/2" DIA. HILTI KWIK BOLT TZ2 OR

EQUIV. HOT DIP GALV. EXPANSION

ANCHORS AT 4'-0" O.C. MAX SPACING

EMBED 2 1/2" INTO CONCRETE SLAB.

USE 2x2x3/16" PLATE WASHERS.

2x4 @ 1'-4" O.C.

FRAMED WALL WITH

1/2" PLYWOOD SHEATHING

FULL HEIGHT.

SISTER 2x4 FOR PLYWOOD ANCHORAGE.

NAIL TO TRUSS WITH (2) 0.131"x3"

NAILS AT 1'-0" O.C. MAX SPACING; TYP.

2x4 LEDGER FOR PLYWOOD ANCHORAGE.

NAIL THROUGH SHEATHING TO EACH VERTICAL

STUD WITH (2) 0.131"x3" NAILS STAGGERED; TYP.

REFER TO SECTION 1 ON THIS

SHEET FOR ADDITIONAL DETAILS

AT OUTRIGGERS AND FASCIA

2x12 OUTRIGGERS

@ 2'-0" O.C. MAX SPACING

CUT PLYWOOD BACK TO EDGE

OF NEAREST ROOF TRUSS

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH D(24X36)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

D R

G R

S B

T A

O N

Y X

G R

O U

S O

CAROL

LLLL

II II

CC CC

EEEE

NNNN

SSSS

EEEE

DDDD

PPPP

RRRR OOOO FFFF EEEE SSSS SSSS IIII OOOO NNNN AAAA

LLLL

EEEE

NNNN

GGGG

IIII

NNNN

EE EE

RRRR

L I

U E R

E D

HPES

S I

U O

No. 25669

5/9/225/9/225/9/225/9/22

M P

H V

A C

R e p a ir s t o B

J o in t B a s e

C h a rl e s to n \ 2

R E

E N

T R

A L \1

-2

R e p a ir

H V

A C

B ld g

S T

R C

.r v t

S-402

9 MAY 2022

DKFK 1096883

R E

P A

V A

C B

O N

D D

100% FINAL DESIGN SUBMITTAL

D K

F K

3/4" = 1'-0"S-402

3 SECTION AT NEW HATCH OPENING

0 6" 1' 2'

SCALE 3/4":1'-0"

3/4" = 1'-0"S-402

1 SECTION ALONG DORMER RAKE EDGE-LOW

3/4" = 1'-0"S-402

2 SECTION ALONG DORMER RAKE EDGE-HIGH

3/4" = 1'-0"S-402

SECTION ALONG DORMER RAKE AT FULL HEIGHT

WALL

ROOF

30' - 0"

TYPICAL BEAM TO COLUMN MOMENT CONNECTION

TYP. T&B

FLANGE

3/8"x4" SHEAR TAB W/(2)

3/4" A325 BOLTS IN SHORT

SLOTS; TYP.

1/4

TYP.

1/2" FULL DEPTH STIFFENER

PLATES; TYPICAL

5/16

TYP.

TYPICAL BEAM OVER COLUMN CONNECTION

5/16

TYP.

1 1/2" 2"

3/4"x8" CAP PLATE W/

(4) 3/4" BOLTS @ BEAM GAGE;

TYPICAL

W-SHAPE BEAM;

SEE 2/S-101

W-SHAPE COLUMN;

SEE 1/S-101

EXISTING REINF.

CONC. BEAM BEYOND

(2) L6x4x3/8" W/(2) 3/4" DIA.x7"

EXPANSION ANCHORS IN EACH

EMBED 5" INTO THE EXISTING

REINFORCED CONCRETE BEAM

PROVIDE LONG HORIZ. SLOTS

1/4

SHOP OR

FIELD

WELD;

CONTRACTOR

OPTION

EXISTING ELEVATED

REINFORCED SLAB

W-SHAPE BEAM; SEE 1/S-101

NEW STEEL BEAM TO EXISTING CONCRETE BEAM

1/4

10"

1' -0

3" 6"

2" 6" 2"

(4) 3/4" DIA. HOT DIP GALV.

EXPANSION ANCHORS EMBED 5"

INTO THE EXISTING SLAB/BEAM SYSTEM.

PROVIDE 2x2x1/4" PLATE WASHERS1/4

PLATE

WASHER

TO PLATE

CENTER COLUMN ON CENTERLINE

OF CONCRETE COLUMNS BELOW; TYPICAL.

FIELD VERIFY AS REQUIRED.

EXISTING CONC. BEAM

AND COLUMN; FIELD LOCATE

AND VERIFY COLUMNS CENTERED

OVER BEAMS PRIOR TO FABRICATION

AND INSTALLATION.

W10x30 COLUMN BASE PLATES

ROOF

30' - 0"

1' -2

X 30W

3/4" x 8" BASE PLATE

W/1/2" VERT. PLATE BUILT-UP

T-PLATE SHOP WELDED TO BEAM; TYP.

W10X30

FRAME BEAM OVER COLUMN;

REFER TO 1/S-501 FOR DETAILS

FRAME BEAM INTO FACE OF COLUMN

WITH MOMENT CONNECTION BEYOND;

REFER TO 1/S-501 FOR DETAILS

TIMBER FRAMING NOT

SHOWN FOR CLARITY;

REFER TO OTHER

DETAILS IN THESE

DRAWINGS; COORD.

SHOP DRILLED

HOLES IN BEAMS FOR

TIMBER PLATE

ANCHORAGE.

W10x30 STUB OFF COLUMN FOR

BEAM BEARING; REFER TO BEAM TO

COLUMN MOMENT CONNECTION

FOR CONNECTION REQUIREMENTS.

THIS CONNECTION MAY BE SHOP INSTALLED

REFER TO 1/S-501 FOR

TYPICAL BASE PLATE

ANCHORAGE DETAIL

T/STEEL REF. EL: 37'-9 15/16"

T/STEEL REF. EL: 31'-2"8

FIELD VERIFY TO MATCH DETAILS

WITH EXISTING DECKING

T/STEEL REF. EL: 39'-6 15/16" 1

HEEL AT CENTERLINE

IF BEAM WAS NOT COPED

COPE BEAM HEEL

AS SHOWN.

EXISTING COLUMN BELOW;

FIELD VERIFY COLUMN INSTALLED

CENTERED OVER CONCRETE COLUMN BELOW.

EXISTING COLUMN BELOW;

FIELD VERIFY COLUMN INSTALLED

CENTERED OVER CONCRETE COLUMN BELOW.

REFER TO 1/S-401 FOR ADDITIONAL

DETAILS WITH TIMBER FRAMING AND

BOLTED TIMBER PLATES ON BEAMS

REPLACE EXISTING WOOD ATTIC FLOOR;

REFER TO ARCH. DETAILS 5&6 ON A-305

FOR SPECIFIC DETAILS

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH D(24X36)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

D R

G R

S B

T A

O N

Y X

G R

O U

S O

CAROL

LLLL

II II

CC CC

EEEE

NNNN

SSSS

EEEE

DDDD

PPPP

RRRR OOOO FFFF EEEE SSSS SSSS IIII OOOO NNNN AAAA

LLLL

EEEE

NNNN

GGGG

IIII

NNNN

EE EE

RRRR

L I

U E R

E D

HPES

S I

U O

No. 25669

5/9/225/9/225/9/225/9/22

M P

H V

A C

R e p a ir s t o B

J o in t B a s e

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S-501

9 MAY 2022

DKFK 1096883

R E

P A

V A

C B

100% FINAL DESIGN SUBMITTAL

D K

F K

1" = 1'-0"S-501

1 TYPICAL STRUCTURAL STEEL CONNECTION DETAILS

3/4" = 1'-0"S-501

2 STEEL SUPPORT BEAM AND COLUMN DETAILS

S-501

3 MAIN STRUCTURAL STEEL FRAMING ISOMETRIC

THIS ISOMETRIC IS INTENDED TO SHOW THE GENERAL

LAYOUT OF THE STRUCTURAL STEEL FRAMING. REFER

TO DETAILS THROUGHOUT THIS SET FOR ADDITIONAL

PIECES, COMPONENTS AND REQUIREMENTS.

0 6" 1' 2'

SCALE 3/4":1'-0"

0 6" 1' 2'

SCALE 1":1'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

A-201

AD112

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

A-201

AD112

3 SIM.

SAWCUT NEW OPENING INTO EXISTING CONCRETE

FLOOR SLAB FOR NEW SHIPS LADDER TO ATTIC.

COORDINATE WITH STRUCTURAL

DEMOLITION KEYNOTES

REMOVE EXISTING GABLE END LOVER AND DISCARD.B

REMOVE EXISTING GABLE ROOFING, DECKING AND

OVERFRAMING. COORDINATE WITH STRUCTURAL.

CUT NEW OPENING IN EXISTING CORRIDOR WALL FOR

INSTALLATION OF NEW DOOR

REMOVE ALL INFILL ROOF FRAMING BETWEEN EXISTING

ROOF GIRDER BEAMS. REMOVE EXISTING GIRDERS AND

ROOF TRUSSES BETWEEN COLUMNS 9 & 11 TO CENTER

OF TRUSS, SEE STRUCTURAL.

REMOVE ALL STANDING SEAM METAL ROOFING AND

UNDERLAYMENT FROM RIDGE TO FASCIA AND INSTALL NEW

UNDERLAYMENT AND SS METAL ROOFING TO MATCH EXISTING.

REMOVE EXISTING RIDGE CAP AS REQUIRED AND

PREPARE SURFACE AREA TO RECEIVE NEW RIDGE CAP.

REMOVE EXISTING SLOPED STANDING SEAM METAL ROOF,

FACIA, AND SOFFIT BELOW EXISTING GABLE END LOUVER.

EXISTING HVAC EQUIPMENT TO BE REMOVED, SEE

MECHANICAL.

EXISTING ACOUSTICAL CEILING AND GRID TO BE REMOVED

TO EXTENTS SHOWN. ACOUSTICAL CEILING AND GRID

OUTSIDE EXTENTS SHOWN SHOULD REMAIN IN TACT AND IN

PLACE. REPAIR DAMAGED TILES AND/OR GRID

REMOVE AND STORE, 2X4 ACOUSTICAL CEILING TILE. TRIM

EXISTING ACOUSTICAL TILE TO FIT IN MODIFIED GRID ONCE NEW

WORK IS COMPLETE.

REMOVE (QTY 2) 2X4 LIGHT FIXTURES IN EXISTING CEILING GRID.L

REMOVE EXISTING STANDING SEAM METAL ROOF AND

UNDERLAYMENT/WATERPROOF BARRIER/SHEET MEMBRANE ONLY.

REMOVE EXISTING PORTION OF GUTTER BELOW EXISTING GABLE

END AND DISCARD.

DEMOLISH A PORTION OF EXISTING CMU WALL TO ALLOW ACCESS

TO EXISTING CHILLED WATER LINES TO BE DEMOLISHED AND NEW

CHILLED WATER LINES TO BE INSTALLED (SEE MECHANICAL).

REMOVE EXISTING SOFFITP

DEMOLISH A PORTION OF EXISTING SHAFTWALL PARTITION TO

ALLOW ACCESS TO EXISTING CONDENSATE LINE TO MAKE

CONNECTION OF NEW CONDENSATE LINES FROM NEW EQUIPMENT.

REMOVE EXISTING DOOR FROM HINGE (NOT FRAME) TO ALLOW

ACCESS TO PORTION OF WALL TO BE DEMOLISHED AND

INSTALLATION OF NEW CHILLED WATER LINES. STORE AND

REINSTALLED EXISTING DOOR ONCE NEW WALL IS COMPLETE.

REMOVE EXISTING WOOD HANDRAILS

EXISTING DOOR TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

(INDICATED WITH DASHED LINES)

EXISTING CONSTRUCTION TO REMAIN

(INDICATED WITH LIGHT SOLID LINES)

GRAPHIC LEGEND

ROOM NAME / NUMBER DESIGNATION

ROOM NAME

EXISTING STANDING SEAM METAL ROOF

TO BE REMOVED AND DISCARDED

EXISTING STANDING SEAM METAL ROOF

TO REMAIN

ROOF SLOPE

EXISTING ACOUSTICAL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 9, 2022.