TUIN_231534_FINAL_CD_PLANS_4_OF_4_BID_OPTIONS_ROMORNO_1.pdf

Signed on 05/03/2022 using a Digital Signature.

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LUMINAIRE SCHEDULE

CATALOG LAMP TYPE, COLOR TEMP, VOLTAGE/ MOUNTING

TYPE MANUFACTURER SERIES LUMEN OUTPUT, DESIGN METHOD DESCRIPTION

CRI WATTAGE

C5 GRAZE PERFEKT GPRLED LED-3000K 120/2.5 RECESSED, OPEN PREFABRICATED PERIMETER RECESSED SYSTEM LED FIXTURE, NEO-RAY DEFINE 1 MIN 300 LUMENS PER FOOT PER FOOT PERIMETER EXTRUDED ALUMINUM, NON DIMMING CONTROLS.

PRUDENTIAL BPRO3-PER MINIMUM CRI 80 LENGTH AS DETERMINED IN FIELD, PROVIDE LENGTHS AS REQUIRED TO FIT

WITHIN 6" OF ENDS. PROVIDE 2" CEILING OPENING.

J GOTHAM EVO 6" LED-3000K 120/277 RECESSED, 6" ROUND APERTURE, LED RECESSED DOWNLIGHT, WITH 0-10 VOLT DIMMING, CREE KR620L 1500 LUMEN PACKAGE CEILING WIDE DISTRIBUTION, MATTE DIFFUSE FINISH.

PORTFOLIO LD6B MINIMUM CRI 80 CLEAR SELF-FLANGE & REFLECTOR.

PRESCOLITE LF6LEDG3

V FERGUSON VL60236 LED-3000K 120/43 SURFACE, 36" IN LENGTH. WHITE ACRLIC DIFFUSER, 0-10 VOLT DIMMING.

BROWNLEE FLOW-SQ MIN 3500 LUMENS WALL, VANITY MOUNT AS VANITY ABOVE RESTROOM MIRRORS. CHROME FINISH.

LIHTONIA CYLINDER VANITY MINIMUM CRI 90 UL LISTED FOR DAMP LOCATIONS.

V2 LITHONIA OLVT LED-3000K 120/15 SURFACE, DIE CAST ALUMINUM ENCLOSED AMD GASKETED VAPORTIGHT CREE CVTA-SMCL MIN 600 LUMENS CEILING LUMINAIRE WITH FROSTED GLASS GLOVE, CAST ALUMINUM GUARD, AND

HUBBELL VBGL MIN CRI 80 UL LISTED FOR WET LOCATIONS. GREY FINISH.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

EQUIPMENT ELECTRICAL CHARACTERISTICS WIRE DISCONNECT SIZE PANEL REMARKS

HP KW VOLTS PHASE (NOTE 1) (NOTE 2)

MECHANICAL

EF-1 *F -- 120 1 2 #12, 1 #12 G., 3/4" C. MOTOR RATED SWITCH B

*F = FRACTIONAL HORSEPOWER

NOTES:

1. PROVIDE DISCONNECT SWITCHES AS INDICATED. COORDINATE LOCATIONS WITH OTHER TRADES AND PROVIDE CONNECTIONS AS REQUIRED. DISCONNECT SWITCHES SHALL BE LOCATED IN A READILY ACCESSIBLE LOCATION WITHIN SIGHT OF EQUIPMENT.

DO NOT MOUNT DIRECTLY ON EQUIPMENT.

2. SEE INDIVIDUAL PANEL SCHEDULES FOR CIRCUIT NUMBERS AND OVERCURRENT PROTECTION DEVICE SIZES.

EXISTING PANEL:B AMP:100

VOLTAGE:120/208 MAIN:MCB 100A

PHASE:1, 3 WIRE + G. AIC RATING:10,000

EQUIPMENT kVA CB CKT A C CKT CB kVA EQUIPMENT

LTG STORAGE 0.5 20/1 1 0.5 2 100/2 100 AMP MAIN

LTG AV RM/OFFICE 0.5 20/1 3 0.5 4 -- ----

SP-1 SUMP PUMP 1.2 20/1 5 1.6 6 20/1 0.4 B-1 BOILER

LIBRARY LTG 0.5 20/1 7 1.5 8 20/1 1.0 LTG

LTG OFFICE/WKRM 0.5 20/1 9 1.3 10 20/1 0.8 REC IVTS OFFICE

REC LIBRARY- HALL 0.8 20/1 11 1.8 12 20/1 1.0 MAINTENANCE CABLE

EMERGENCY LTG 0.4 20/1 13 1.2 14 20/1 0.8 REC OFFICE /BSMT

+LTG RESTROOMS 0.5 20/1 15 1.3 16 20/1 0.8 REC A/C RM

LWR LEVEL LTG/REC 0.8 20/1 17 1.5 18 20/1 0.7 +EF-1

CONDENSING UNIT 1.0 30/2 19 1.5 20 20/1 0.5 FIRE ALARM PANEL

---- 1.0 -- 21 2.3 22 20/1 1.3 +WATER COOLER & REC

PAYPHONE 0.2 20/1 23 0.4 24 20/1 0.2 LTG A/C RM

PHASE TOTALS 8.4 7.0

CONNECTED AMPS: 74 CONNECTED kVA: 15 DEMAND AMPS: 77.2 DEMAND kVA: 16

+ NEW CIRCUIT

D.F kVA C.D.

GEN REC (<10KVA) 1.00 6.0 6.0

GEN REC (>10KVA) 0.50 0.0

LIGHTING 1.25 4.1 5.1

HEAT 1.00 1.0 1.0

HVAC 0.00 0.0

MOTOR 0.80 4.3 3.4

COMPUTER 1.00 0.0

LARGEST MOTOR 0.25 2.0 0.5

TOTAL DEMAND LOAD: 16.07

EXISTING PANEL:LE AMP:100

VOLTAGE:120/208 MAIN:MLO

PHASE:1, 3 WIRE + G. AIC RATING:10,000

EQUIPMENT kVA CB CKT A C CKT CB kVA EQUIPMENT

ELEV CAB LTG 0.2 20/1 1 1.2 2 20/2 1.0 SS OUTDOOR UNIT

REC LTG ELEV 013A 0.2 20/1 3 1.2 4 -- 1.0 ----

REC LTG ELEV PIT 0.3 20/1 5 1.1 6 20/1 0.8 REC DESK

SP-1 SUMP PUMP 1.2 20/1 7 2.0 8 20/1 0.8 REC DESK

SPARE 20/1 9 0.0 10 20/1 SPARE

+HAND DRYERS 1.0 20/1 11 1.0 12 20/1 SPARE

SPACE ONLY 13 0.0 14 SPACE ONLY

SPACE ONLY 15 0.0 16 SPACE ONLY

SPACE ONLY 17 0.0 18 SPACE ONLY

PHASE TOTALS 2.3 4.2

CONNECTED AMPS: 31.3 CONNECTED kVA: 7 DEMAND AMPS: 27.5 DEMAND kVA: 6

+ NEW CIRCUIT

D.F kVA C.D.

GEN REC (<10KVA) 1.00 2.1 2.1

GEN REC (>10KVA) 0.50 0.0

LIGHTING 1.25 0.2 0.3

HEAT 1.00 0.0

HVAC 0.00 0.0

MOTOR 0.80 4.2 3.4

COMPUTER 1.00 0.0

LARGEST MOTOR 0.25 0.0

TOTAL DEMAND LOAD: 5.71

A

EXISTING PANEL:B AMP:100

VOLTAGE:120/208 MAIN:MCB 100A

PHASE:1, 3 WIRE + G. AIC RATING:10,000

EQUIPMENT kVA CB CKT A C CKT CB kVA EQUIPMENT

LTG STORAGE 0.5 20/1 1 0.5 2 100/2 100 AMP MAIN

LTG AV RM/OFFICE 0.5 20/1 3 0.5 4 -- ----

SP-1 SUMP PUMP 1.2 20/1 5 1.6 6 20/1 0.4 B-1 BOILER

LIBRARY LTG 0.5 20/1 7 1.5 8 20/1 1.0 LTG

LTG OFFICE/WKRM 0.5 20/1 9 1.3 10 20/1 0.8 REC IVTS OFFICE

REC LIBRARY- HALL 0.8 20/1 11 1.8 12 20/1 1.0 TEMP MAINT CABLE

EMERGENCY LTG 0.4 20/1 13 1.2 14 20/1 0.8 REC OFFICE /BSMT

SPARE 20/1 15 0.8 16 20/1 0.8 REC A/C RM

LWR LEVEL LTG/REC 0.8 20/1 17 1.0 18 20/1 0.2 EXHAUST FAN-RR

CONDENSING UNIT 1.0 30/2 19 1.4 20 20/1 0.4 +*FIRE ALARM PANEL

---- 1.0 -- 21 1.5 22 20/1 0.5 WATER COOLER

PAYPHONE 0.2 20/1 23 0.4 24 20/1 0.2 LTG A/C RM

PHASE TOTALS 7.1 6.4

CONNECTED AMPS: 64.9 CONNECTED kVA: 14 DEMAND AMPS: 66.8 DEMAND kVA: 14

+NEW CIRCUIT

*PROVIDE RED LOCKABLE BREAKER FOR FIRE ALARM CONTROL PANEL.

D.F kVA C.D.

GEN REC (<10KVA) 1.00 6.7 6.7

GEN REC (>10KVA) 0.50 0.0

LIGHTING 1.25 3.6 4.5

HEAT 1.00 0.0

HVAC 0.00 1.0 0.0

MOTOR 1.00 2.2 2.2

COMPUTER 1.00 0.0

LARGEST MOTOR 0.25 2.0 0.5

TOTAL DEMAND LOAD: 13.90

EXISTING PANEL:LE AMP:100

VOLTAGE:120/208 MAIN:MLO

PHASE:1, 3 WIRE + G. AIC RATING:10,000

EQUIPMENT kVA CB CKT A C CKT CB kVA EQUIPMENT

ELEV CAB LTG 0.1 20/1 1 1.1 2 20/2 1.0 SS OUTDOOR UNIT

REC LTG ELEV 013A 0.2 20/1 3 1.2 4 -- 1.0 ----

REC LTG ELEV PIT 0.3 20/1 5 1.1 6 20/1 0.8 REC DESK

SP-1 SUMP PUMP 1.2 20/1 7 2.0 8 20/1 0.8 REC DESK

+*FA NAC 0.4 20/1 9 0.8 10 20/1 0.4 +*FA CELL

SPARE 20/1 11 0.0 12 20/1 SPARE

SPACE ONLY 13 0.0 14 SPACE ONLY

SPACE ONLY 15 0.0 16 SPACE ONLY

SPACE ONLY 17 0.0 18 SPACE ONLY

PHASE TOTALS 3.0 3.2

CONNECTED AMPS: 29.8 CONNECTED kVA: 6 DEMAND AMPS: 32.3 DEMAND kVA: 7

+ NEW CIRCUIT

* PROVIDE RED LOCKABLE BREAKER.

D.F kVA C.D.

GEN REC (<10KVA) 1.00 4.1 4.1

GEN REC (>10KVA) 0.50 0.0

LIGHTING 1.25 0.1 0.1

HEAT 1.00 0.0

HVAC 0.00 0.0

MOTOR 1.00 2.0 2.0

COMPUTER 1.00 0.0

LARGEST MOTOR 0.25 2.0 0.5

TOTAL DEMAND LOAD: 6.73

FACP

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VS

WF

FFEOL

EOL

EOL

V

VS SPDFAA

DACT

CELL

BATTVS

AIM AIM

VSAIM

VS

AIM

AIM WF

AIM

AOM

AOM

FAA

ERRCS

F

FA

C P

D A C T

C E

LL

AIM

AIM

AIM AIM

FAAF

F

LUMINAIRE SCHEDULE

CATALOG LAMP TYPE, COLOR TEMP, VOLTAGE/ MOUNTING

TYPE MANUFACTURER SERIES LUMEN OUTPUT, DESIGN METHOD DESCRIPTION

CRI WATTAGE

TR ESSENTIA SERIES TRACK N/A 120/150 SURFACE, SURFACE MOUNTED TRACK SYSTEM, SINGLE CIRCUIT, 0-10V DIMMING

OR APPROVED EQUAL WOOD LENGTH AS DETERMINED IN FIELD. WHITE FINISH.

TO BE MOUNTED ON UNDERSIDE OF EXISTING LIGHTING SUPPORT SYSTEM.

PROVIDE 2A CURRENT LIMITER PER TRACK ZONE.

T1 ESSENTIA S-CT MFB LED-3000K 120/8 TRACK MINI-FLAT, TRACK HEAD LUMINAIRE, SPOT LIGHT DISTRIBUTION.

OR APPROVED EQUAL MIN 625 LUMENS WHITE FINISH.

MINIMUM CRI 80

T2 ESSENTIA S-CT BVLCYL LED-3000K 120/15 TRACK BEVELED CYLINDER, TRACK LUMINAIRE, SPOT OR DIFFUSED LIGHT DISTRIBUTION.

OR APPROVED EQUAL MIN 1300 LUMENS WHITE FINISH.

MINIMUM CRI 80

LIGHTING CONTROL SEQUENCE

MODULE # MODULE TYPE OUTPUT # ZONE # QUANTITY DESCRIPTION

HOMERUN INFORMATION CONTROL REQUIREMENTS

VOLTAGE PANEL - CIRCUIT WATTAGE OC

SENSOR

PHOTO-

SENSOR DIMMABLE SYSTEM

SWITCHED TIME CLOCK

3 GL-CAEN-

2DIMU8 KIT

1 1 24 TRACK LIGHT

120 C-1

360 NO NO YES YES, MCS YES

2 2 18 TRACK LIGHT 270 NO NO YES YES, MCS YES

3 3 16 TRACK LIGHT 240 NO NO YES YES, MCS YES

4 -- SPARE -- -- -- -- --

5 4 18 TRACK LIGHT

120 C-3

270 NO NO YES YES, MCS YES

6 5 18 TRACK LIGHT 270 NO NO YES YES, MCS YES

7 6 14 TRACK LIGHT 210 NO NO YES YES, MCS YES

8 -- SPARE -- -- -- -- --

2 GL-CAEN-

2DIMU8 KIT

1 7 14 TRACK LIGHT

120 C-5

210 NO NO YES YES, MCS YES

2 8 18 TRACK LIGHT 270 NO NO YES YES, MCS YES

3 9 14 TRACK LIGHT 210 NO NO YES YES, MCS YES

4 10 14 TRACK LIGHT 210 NO NO YES YES, MCS YES

5 -- SPARE

6 -- SPARE -- -- -- -- --

7 -- SPARE -- -- -- -- --

8 -- SPARE -- -- -- -- --

1 GL-CAEN-

2DIMU8 KIT

1 -- SPARE

2 -- SPARE -- -- -- -- --

3 -- SPARE -- -- -- -- --

4 -- SPARE -- -- -- -- --

5 -- SPARE

6 -- SPARE -- -- -- -- --

7 -- SPARE -- -- -- -- --

8 -- SPARE -- -- -- -- --

PANEL: C AMP:100

VOLTAGE: 208Y/120 MAIN:MLO

PHASE: 3, 4 WIRE + G. AIC RATING:10,000

EQUIPMENT kVA CB CKT A B C CKT CB kVA EQUIPMENT

+TRACK LTG 0.9 20/1 1 1.7 2 20/1 0.8 *DOOR OPERATOR

+TRACK LTG 0.8 20/1 3 1.0 4 20/1 0.2 +LTG CONTROL PNL

+TRACK LTG 0.9 20/1 5 0.9 6 20/1 SPARE

REC WEST END 0.8 20/1 7 1.0 8 20/1 0.2 TRUCK PLUG

CASH REGISTER 0.8 20/1 9 1.8 10 20/1 1.0 LTG THEATRE

EXIT LTG 0.1 20/1 11 0.2 12 20/1 0.1 +EXT LTG INVERTER

LTG ATTIC 0.1 20/1 13 0.2 14 20/1 0.1 +EXT LTG INVERTER

SPARE 20/1 15 0.0 16 20/1 SPARE

SPARE 20/1 17 0.0 18 20/1 SPARE

SPARE 20/1 19 0.0 20 20/1 SPARE

SPARE 20/1 21 0.0 22 20/1 SPARE

SPARE 20/1 23 0.0 24 20/1 SPARE

SPARE 20/1 25 0.0 26 20/1 SPARE

SPARE 20/1 27 0.0 28 20/1 SPARE

SPARE 20/1 29 0.0 30 20/1 SPARE

SPACE ONLY -- 31 0.0 32 -- SPACE ONLY

SPACE ONLY -- 33 0.0 34 -- SPACE ONLY

SPACE ONLY -- 35 0.0 36 -- SPACE ONLY

SPACE ONLY -- 37 0.0 38 -- SPACE ONLY

SPACE ONLY -- 39 0.0 40 -- SPACE ONLY

SPACE ONLY -- 41 0.0 42 -- SPACE ONLY

PHASE TOTALS 2.9 2.8 1.1

CONNECTED AMPS: 11.1 CONNECTED kVA: 4 DEMAND AMPS: 21.1 DEMAND kVA: 8

+ NEW CIRCUIT

* CIRCUIT RELOCATED FROM EXISTING PANEL 'D'.

D.F kVA C.D.

GEN REC (<10KVA) 1.00 2.6 2.6

GEN REC (>10KVA) 0.50 0.0

LIGHTING 1.25 4.0 5.0

HEAT 1.00 0.0

HVAC 0.00 0.0

MOTOR 0.80 0.0

COMPUTER 1.00 0.0

LARGEST MOTOR 0.25 0.0

TOTAL DEMAND LOAD: 7.60

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UPPER LEVEL FRAMING PLAN

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SCALE: 3/16" = 1'-0"

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AutoCAD SHX Text A. FIELD VERIFY EXISTING CONDITIONS. FIELD VERIFY EXISTING CONDITIONS. B. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, ELEVATIONS, AND OTHER INFORMATION NOT SHOWN. C. PROTECT ALL HISTORIC FABRIC. PROTECT ALL HISTORIC FABRIC.

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1. SEE S1.1 FOR ADDITIONAL INFORMATION ON THE SEE S1.1 FOR ADDITIONAL INFORMATION ON THE EXISTING STRUCTURE 2. APPROXIMATE LOCATION OF TRUSS SHORING TO BE APPROXIMATE LOCATION OF TRUSS SHORING TO BE PROVIDED BY CONTRACTOR AND USED IN ALIGNING ROOF TRUSSES. ADDITIONAL CONSIDERATIONS AND LIMITATIONS: 2.1. LOCATE UNDER TRUSS PANEL POINTS. SHORING LOCATE UNDER TRUSS PANEL POINTS. SHORING TO HAVE A CAPACITY OF 6,000LB WORKING LOAD. 2.2. PROVIDE CRIBBING ON FLOOR TO SUPPORT PROVIDE CRIBBING ON FLOOR TO SUPPORT SHORES NOT TO EXCEED 80 PSF PRESSURE. DO NOT ALLOW ANY OTHER CONCURRENT LOADS ON THE FLOOR FRAMING SUPPORTING THE SHORING UNTIL SHORING IS NO LONGER SUPPORTING TRUSSES. 2.3. DO NOT LOAD SLAB SPANS WITH SHORING. DO NOT LOAD SLAB SPANS WITH SHORING. 2.4. PROVIDE CRIBBING OVER FLOOR JOISTS TO AVOID PROVIDE CRIBBING OVER FLOOR JOISTS TO AVOID LOADING SLAB, ALLOWING LOADS TO PASS THROUGH SLAB DIRECTLY TO FLOOR JOISTS. 2.5. DO NOT CREATE CONCENTRATED LOADS ON FLOOR DO NOT CREATE CONCENTRATED LOADS ON FLOOR JOISTS (LOADS OVER LESS THAN 2 FEET OF LENGTH.) 2.6. DO NOT LOAD ANY PORTION OF THE FLOOR DO NOT LOAD ANY PORTION OF THE FLOOR GREATER THAN 500 PLF DIRECTLY OVER THE JOIST. 3. APPROXIMATE LOCATION OF TRUSS PANEL POINT APPROXIMATE LOCATION OF TRUSS PANEL POINT OCCURS OVER ELEVATOR. FIELD VERIFY CONFIGURATION AND PROVIDE ADDITIONAL OR ALTERNATE SHORING TO SUPPORT AND LIFT TRUSS AS NEEDED AND WORK WITH OR AROUND ELEVATOR SHAFT. 4. APPROXIMATE LOCATION OF TRUSS PANEL POINT APPROXIMATE LOCATION OF TRUSS PANEL POINT OCCURS OVER STAIR. PROVIDE ADDITIONAL SHORING UNDER STAIR TO GROUND OR ALTERNATE SHORING TO ADEQUATELY CARRY LOAD. 5. EXISTING EXHIBITS. SEE ARCH AD8.1EXISTING EXHIBITS. SEE ARCH AD8.1

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EXTENT OF REPAIR WORK AREA

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NOTE 3

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NOTE 4

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NOTE 5

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NOTE 5

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NOTE 2.2 TYP

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3/16" = 1'-0" GRAPHIC SCALE

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A/E FIRM

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A/E FIRM

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LORD, AECK & SARGENT

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ATLANTA, GA

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NEWCOMB & BOYD

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ATLANTA, GA

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STRUCTURAL:

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PALMER ENGINEERING

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ATLANTA, GA

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CIVIL:

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FREEDMAN ENGINEERING

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ATLANTA, GA

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LANDSCAPE ARCH:

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ATLANTA, GA

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LORD, AECK & SARGENT

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LEGEND

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GENERAL NOTES

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SHEET SPECIFIC NOTES

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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UPPER LEVEL PLAN

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BID OPTION 5

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AutoCAD SHX Text 173892

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ELH

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KTK

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06 MAY 2022

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TUSKEGEE INSTITUTE

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NATIONAL HISTORIC SITE

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TRUSS-7

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TRUSS-6

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TRUSS-5

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TRUSS-4

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TRUSS-3

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TRUSS-2

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TRUSS-1

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TRUSS-7

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TRUSS-6

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TRUSS-5

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TRUSS-4

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TRUSS-3

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TRUSS-2

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TRUSS-1

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NOTE 4

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ATTIC PLAN

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SCALE: 3/16" = 1'-0"

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NOTE 5 AND 9

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NOTE 1

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EXISTING ROOF LINES

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EXISTING BRICK MASONRY WALL

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NOTE 4

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NOTE 1

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NOTE 7

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NOTE 7

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NOTE 7

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TYP

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AutoCAD SHX Text A. PERFORM PRE-CONSTRUCTION MEETING WITH CONTRACTING PERFORM PRE-CONSTRUCTION MEETING WITH CONTRACTING OFFICER TO DISCUSS AND AGREE ON WORK PLAN FOR ALIGNING TRUSSES. SCHEDULE MEETING TO OCCUR PRIOR TO PURCHASING MATERIALS, WITH SUFFICIENT TIME TO ADJUST APPROACH PER FIELD CONDITIONS AND DISCUSSION. B. FIELD VERIFY EXISTING CONDITIONS. FIELD VERIFY EXISTING CONDITIONS. C. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, ELEVATIONS, AND OTHER INFORMATION NOT SHOWN. D. PROTECT ALL HISTORIC FABRIC. PROTECT ALL HISTORIC FABRIC.

AutoCAD SHX Text NOTES IDENTIFY WORK TO BE PERFORMED AND INSTALLED . THE LIST IS ROUGHLY IN ANTICIPATED SEQUENCE TO SECURE AND ALIGN TRUSS, AND INSTALL PERMANENT BRACING OF TRUSSES AS SHOWN. 1. INSTALL 2X10 JOISTS WITH JOIST HANGERS 16" ON CENTER INSTALL 2X10 JOISTS WITH JOIST HANGERS 16" ON CENTER BETWEEN TRUSS TOP CHORDS AT EACH END OF ATTIC. CONFIRM ALIGNMENT OF THESE TRUSSES BEFORE INSTALLATION. 2. PROVIDE 3/4" APA RATED SHEATHING OVER JOIST FRAMING PROVIDE 3/4" APA RATED SHEATHING OVER JOIST FRAMING AND TRUSS TOP CHORD EACH END NOTED IN NOTE 1, ABOVE. BLOCK JOINTS AND ATTACH WITH GLUE AND 10d NAIL 6" ON CENTER AT EDGES AND IN PANEL FIELD. THESE ARE "BRACE BAYS". 3. PROVIDE TEMPORARY CLAMP TO SECURE TRUSS TOP CHORD PROVIDE TEMPORARY CLAMP TO SECURE TRUSS TOP CHORD JOINT FROM LATERAL SLIPPAGE WHEN ALIGNING TRUSSES: 12" LVL EACH SIDE WITH 3/4" THROUGH BOLT ABOVE AND BELOW JOINT. 4. PROVIDE CONTINUOUS 2-2X10 AND METAL STRAPS TO PROVIDE CONTINUOUS 2-2X10 AND METAL STRAPS TO SECURE THE ENDS OF THE TOP CHORD TO THE BRACE BAY AT EACH END OF ATTIC. 5. PROVIDE ADJUSTABLE LATERAL BRACING OF TRUSS CHORDS, PROVIDE ADJUSTABLE LATERAL BRACING OF TRUSS CHORDS, SECURED TO BRACE BAY EACH END. BRACES TO LIMIT MOVEMENT OF TRUSS CHORD IN EITHER DIRECTION AND MOVE THE TRUSS TOP CHORD INTO ALIGNMENT IN A CONTROLLED MANNER. 6. RELEASE TEMPORARY BRACES AFTER ADJUSTABLE BRACES ARE RELEASE TEMPORARY BRACES AFTER ADJUSTABLE BRACES ARE IN PLACE, IDENTIFIED IN NOTE 5. 7. AFTER STEPS 1-6, ABOVE ARE COMPLETE, TRUSSES CAN BE AFTER STEPS 1-6, ABOVE ARE COMPLETE, TRUSSES CAN BE LIFTED AND ALIGNED. CONCEPTUAL PROCEDURE IS AS FOLLOWS: 7.1. LIFT TRUSSES WITH SHORING 1/4". LIFT TRUSSES WITH SHORING 1/4". 7.2. APPLY PRESSURE WITH ADJUSTABLE SHORES TO PUSH APPLY PRESSURE WITH ADJUSTABLE SHORES TO PUSH CHORD INTO ALIGNMENT. ROTATE THROUGH ALL THE SHORES ADJUSTING A LITTLE EACH TIME. 7.3. CHECK VERTICAL SHORES AND LIFT IF THE TRUSS NEEDS CHECK VERTICAL SHORES AND LIFT IF THE TRUSS NEEDS LIFTING OR IF THE TRUSS HAS LIFTED OFF THE SHORING. 7.4. REPEAT AS NECESSARY UNTIL TRUSSES ARE ALIGNED. REPEAT AS NECESSARY UNTIL TRUSSES ARE ALIGNED. 8. REMOVE JOINT CLAMPS IN NOTE 3. PROVIDE 12" LVL EACH REMOVE JOINT CLAMPS IN NOTE 3. PROVIDE 12" LVL EACH SIDE OF TOP CHORD. RUN LONG TO COVER SIDE OF DIAGONAL CHORD AT NORTH AND SOUTH END. SECURE TO CHORD WITH 1/4" X 4" SCREWS 12" ON CENTER IN 3 ROWS. 9. PROVIDE PERMANENT TRUSS CHORD BRACING WITH 3-2X10 PROVIDE PERMANENT TRUSS CHORD BRACING WITH 3-2X10 BETWEEN TRUSS TOP CHORD AT PANEL POINTS. SECURE BRACE WITH TRIPLE JOIST HANGERS. 10. PROVIDE SIMPSON MST49 STRAPS ALONG TOP OF BRACES TO PROVIDE SIMPSON MST49 STRAPS ALONG TOP OF BRACES TO SECURE ACROSS TRUSS TOP CHORD.

AutoCAD SHX Text INDICATES EXISTING BRICK WALL INDICATES LOCATIONS OF EXISTING TEMPORARY EMERGENCY BRACES. 9 LOCATIONS TOTAL. [xx] INDICATES APPROXIMATE EXISTING DISTANCE TOP TRUSS INDICATES APPROXIMATE EXISTING DISTANCE TOP TRUSS CHORD IS OUT OF ALIGNMENT, MEASURED IN INCHES. EXTENT OF FLOOR SHEATHING. SEE NOTE 2.

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GENERAL NOTES

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1. DO NOT OVERLOAD FLOOR WITH SHORING AND LIFTING OF TRUSSES. DO NOT OVERLOAD FLOOR WITH SHORING AND LIFTING OF TRUSSES. MAXIMUM FORCE IS WORKING LOAD OF SHORING. 2. NO OTHER LOADS CAN BE ON FLOOR FRAMING SUPPORTING CRIBBING. NO OTHER LOADS CAN BE ON FLOOR FRAMING SUPPORTING CRIBBING. 3. PROVIDE OBSERVATION OF BAR JOISTS AS PART OF THE SEQUENCE OF PROVIDE OBSERVATION OF BAR JOISTS AS PART OF THE SEQUENCE OF LIFTING AND ALIGNING TRUSSES. LOAD CELLS MAY BE NECESSARY TO MEASURE THE FORCES BEING APPLIED TO THE FLOOR. . 4. LOADS IN EXCESS OF THE SPECIFIED SHORING LOAD WILL NEED TO LOADS IN EXCESS OF THE SPECIFIED SHORING LOAD WILL NEED TO BE SHORED TO THE LOWER LEVEL SLAB ON GRADE.

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TOP CHORD STABILIZATION

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