AM01-DRAWINGS.pdf

3310 REINFORCING STEEL:

1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND

RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING

DETAILS OF ACI STANDARDS AND SPECIFICATIONS.

2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND

STIRRUPS, AS FOLLOWS, UNLESS OTHERWISE NOTED:

LOCATION AND CONDITION MINIMUM COVER

A. CONCRETE CAST AGAINST AND ALL BARS: 3" [76]

PERMANENTLY EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH >= #6: 2" [51]

OR WEATHER <= #5: 1.5" [38]

C. CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND

1. SLABS, WALLS, AND JOISTS <= #11: 3/4" [19]

2. BEAMS AND COLUMNS ALL BARS: 1.5" [38]

3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION.

4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.

5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER

SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN

ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS.

6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH

VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O.

7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE,

UNLESS OTHERWISE NOTED:

BAR SIZE 4000 PSI [28 MPa] T < 12" [305] #6 OR LESS 49Db

#7 OR MORE 61Db T > 12" [305] #6 OR LESS 65Db

#7 OR MORE 79Db WHERE "T" IS DEPTH OF CONCRETE UNDER BARS AND "Db" IS BAR DIAMETER.

UTILIZE CLASS "B" SPLICE FOR ALL SPLICES, U.N.O. ON PLANS OR DETAILS.

8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE

CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL.

9. SEE DETAIL A6/S3.5 FOR METRIC REBAR SIZE CONVERSION TABLE.

3313 WELDABLE REINFORCING STEEL:

ALL REINFORCING STEEL THAT WILL BE WELDED SHALL MEET THE REQUIREMENTS OF

ASTM A706 GRADE 60 DEFORMED BARS.

3314 WELDED WIRE FABRIC:

1. SHALL CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN

ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND

SPECIFICATIONS.

2. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.

3. USE OF FLAT MANUFACTURED SHEETS IS REQUIRED (NO ROLLS).

4. INSTALL WWF ON BRICKS/BOLSTERS AT MID DEPTH OF SLAB U.N.O.

3322 CONSTRUCTION JOINTS:

1. ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THAT SHOWN ON

THE DRAWINGS MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF

RECORD.

2. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE

ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE

ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC.

3324 PLUMBING SLEEVES:

1. MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF

THE LARGER SLEEVE OR 6" [152] CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER.

2. PRIOR TO CONSTRUCTION ALL SLEEVE LOCATIONS AND SIZES NOT SHOWN ON THE

DRAWINGS SHALL BE APPROVED BY THE ENGINEER.

3. PLACE TWO #3 STIRRUPS @ 3" [76] O.C. EACH SIDE OF SLEEVE PENETRATIONS IN

BEAMS.

3400 CONCRETE TESTING:

1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS

ON CAST IN PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT

CONCRETE."

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR

EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY.

REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

2 AT 7 DAYS

2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE

ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER

(S) MAY BE DISCARDED.

3601 CHEMICAL (ADHESIVE) ANCHORS:

1. SHALL BE A TWO PART EPOXY POLYMER INJECTION SYSTEM. ALLOWABLE PRODUCTS ARE

HILTI HIT HY200, HILTI RE500, POWERS POWER-FAST+ OR SIMPSON SET ADHESIVE SYSTEM, OR

OTHER ENGINEER APPROVED SUBSTITUTION.

2. EPOXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE,

DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF EPOXY IS

SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE BASED ON THE

PROPERTIES OF THAT SPECIFIC TYPE OF EPOXY FOR THE SPECIFIC CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPOXY TYPE IS NOT ALLOWED WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPOXY, WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPOXY

BRANDS OR TYPES WILL BE ALLOWED AS SUBSTITUTES.

3. SUBSTITUTION OF EPOXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPOXIES IN OTHER DIFFERING CONDITIONS. EACH SUBSTITUTION

MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD.

4. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

5. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS.

6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL HOLE CLEAN-OUT REQUIREMENTS

ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPOXY INTO THE HOLES.

7. NO LOAD SHALL BE APPLIED TO THE EPOXY ANCHORS UNTIL THE EPOXY HAS FULLY CURED

AND HAS ACHIEVED IT'S SPECIFIED STRENGTH.

8. IF DETAIL SHOWS EPOXY ANCHORS IN SLOTTED HOLES, AND CONNECTION IS DETAILED TO

ALLOW MOVEMENT BETWEEN ANCHORED MATERIAL AND BASE MATERIAL, IT IS IMPERATIVE THAT

ANY EXCESS EPOXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT

INTERFERE WITH MOVEMENT OF ANCHOR ROD IN SLOTTED HOLE. ALLOW EPOXY TO CURE PRIOR TO

MOUNTING CONNECTION HARDWARE.

9. USE A SCREEN TUBE, SUCH AS SIMPSON OPTI-MESH ADHESIVE ANCHORING SCREEN TUBES,

WHEN EPOXY ANCHORING TO HOLLOW MASONRY. FOLLOW MANUFACTURER'S INSTALLATION

RECOMMENDATIONS FOR EPOXY SCREEN TUBES. SCREEN TUBE LENGTH SHALL BE 6" [152] MINIMUM FOR ANCHORS UP TO AND INCLUDING 5/8" [16] DIAMETER, AND 8" [203] FOR 3/4" [19] DIAMETER

ANCHORS.

3602 MECHANICAL ANCHORS:

1. SHALL BE EITHER HEAVY DUTY CONCRETE SCREW ANCHOR (POWERS WEDGE-BOLT, SIMPSON

TITEN HD, OR HILTI HUS-H) OR WEDGE TYPE EXPANSION ANCHOR (POWERS POWER-STUD, SIMPSON

WEDGE-ALL, OR HILTI KWIK BOLT 3).

2. TYPE OF ANCHOR SHALL BE AS SPECIFIED ON THE DRAWINGS, WHILE BRAND AND MODEL OF ANCHOR MAY BE SELECTED FROM THE ABOVE LISTED ANCHORS. SUBSTITUTION ANCHORS MUST BE

SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVED IN WRITING BY THE ENGINEER OF

RECORD PRIOR TO USE.

3. IN SOME CASES OF CRITICAL LOADING OR GEOMETRIC CONDITIONS, ONLY SPECIFIC

ANCHORS WILL BE ALLOWED, AS NOTED ON THE DRAWINGS. IN THESE CASES, THE SPECIFIED BRAND

AND MODEL OF ANCHOR MUST BE USED.

4. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

5. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS.

6. MECHANICAL ANCHORS SHALL NOT BE USED IN CONNECTIONS THAT ARE DESIGNED AND

DETAILED TO ALLOW MOVEMENT BETWEEN THE ANCHORED MATERIAL AND THE BASE MATERIAL.

USE EPOXY ANCHORS IN THESE CASES, AS SHOWN IN THE APPROPRIATE DETAILS.

5120 STRUCTURAL STEEL:

1. STEEL WORK SHALL BE NEW AND CONFORM TO THE ANSI/AISC 360-05 SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS.

2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED:

WIDE FLANGE SHAPES ASTM A992 (Fy=50 KSI [345 MPa]) S AND M SHAPES ASTM A36 (Fy=36 KSI [248 MPa]) HP SHAPES ASTM A572 (Fy=50 KSI [345 MPa]) ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=36 KSI [248 MPa]) PIPE ASTM A53, GRADE B (Fy=35 KSI [241 MPa]) RECTANGULAR HSS ASTM A500, GRADE B (Fy=46 KSI [317 MPa]) ROUND HSS ASTM A500, GRADE B (Fy=42 KSI [290 MPa])

HIGH STRENGTH BOLTS ASTM A325 OR A490

TENSION CONTROL BOLTS ASTM F1852

THREADED RODS ASTM A36 (Fy=36 KSI [248 MPa]))

HEAVY HEX NUTS ASTM A563

HARDENED STEEL WASHERS ASTM F436

TENSION-INDICATOR WASHERS ASTM F959

ANCHOR RODS ASTM F1554 GR. 36 (Fy=36 KSI [248 MPa]) SHEAR STUD CONNECTORS ASTM A108 (Fu=65 KSI [448 MPa])

3. CONNECTIONS:

A. BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE IN SNUG TIGHT CONDITION, U.N.O. TIGHTEN

BY AN AISC APPROVED METHOD.

B. WELDING ELECTRODES SHALL BE PER AWS D1.1. RETURN FILLET WELDS FOR FRAMED

CONNECTIONS 1/2" [13] AT EACH END.

C. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT AS NOTED OTHERWISE.

D. DETAIL FLOOR AND ROOF FRAMING CONNECTIONS FOLLOWING THE REQUIREMENTS SHOWN IN

THE TYPICAL CONNECTION SCHEDULES SHOWN IN THESE DRAWINGS, BASED ON THE BEAM OR GIRDER

SIZE.

E. FOR THE PURPOSE OF CORRECTLY INTERPRETING THE CONNECTION SCHEDULES, GIRDERS

SHALL BE CONSIDERED AS ANY FLOOR OR ROOF BEAM WHICH CARRIES OTHER FLOOR OR ROOF

BEAMS, OR ANY FLOOR OR ROOF BEAM WHICH CARRIES STEEL COLUMNS.

F. DETAIL DIAGONAL BRACING CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS

PROVIDED, DETAIL CONNECTION TO DEVELOP THE FULL TENSION CAPACITY OF THE DIAGONAL

BRACING MEMBER.

G. DETAIL MOMENT CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS PROVIDED,

DETAIL MOMENT CONNECTION USING FULL PENETRATION WELDS AT BEAM FLANGES.

4. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT

SUBJECT TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, OR SHORT SLOTTED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF "SNUG TIGHT" BOLTS. IF LONG SLOTTED OR OVERSIZED HOLES ARE USED, BOLTS MUST BE FULLY PRETENSIONED AND SLIP CRITICAL. PROPER SURFACE PREPARATION IS REQUIRED FOR SLIP

CRITICAL BOLTS, INCLUDING OMISSION OF PRIMER OR FIRE PROOFING, AS APPROPRIATE.

5. BOLTS SHARING LOAD WITH WELDS IN A CONNECTION SHALL BE FULLY PRETENSIONED AND

SLIP CRITICAL.

5120 STRUCTURAL STEEL (CONTINUED):

6. WHERE FULLY PRETENSIONED OR SLIP CRITICAL BOLTS ARE REQUIRED, TIGHTENING

SHALL BE ACHIEVED USING EITHER TWIST-OFF TENSION CONTROL BOLTS OR DIRECT

TENSION INDICATING WASHERS.

7. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED

GALVANIZED PER ASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED

GALVANIZED PER ASTM A153.

8. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON-SHRINK TYPE WITH A

COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS.

9. COMPOSITE FLOOR MEMBERS ARE DESIGNED TO BE UNSHORED UNLESS OTHERWISE

NOTED. THE WEIGHT OF THE WET CONCRETE WILL RESULT IN DEFLECTIONS OF THE

SUPPORTING STEEL DECK, BEAMS, AND GIRDERS. ALL OVERRUNS OF CONCRETE QUANTITIES

ARE TO BE ANTICIPATED AND INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR

SHALL COORDINATE EMBEDDED ITEMS REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND

MECHANICAL ELEMENTS. CONCRETE FLOORS UTILIZING UNSHORED CONSTRUCTION SHALL

BE SCREEDED LEVEL.

10. SIZE AND SPACING OF CONDUITS IN COMPOSITE SLABS SHALL COMPLY WITH THE

REQUIREMENTS OF ASCE 3-91 UNLESS NOTED OTHERWISE ON DRAWINGS.

11. LENGTH OF SHEAR STUD CONNECTIONS IN COMPOSITE SLABS SHALL EQUAL THE

DEPTH OF THE COMPOSITE DECK PLUS 2" [51] (U.N.O.).

12. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD.

WHEN NO CAMBER IS INDICATED, TURN THE MEMBER NATURAL CAMBER UP.

13. APPLY FIREPROOFING TO STEEL STRUCTURE, REFER TO THE ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

14. FOR METRIC EQUIVALENT SIZES TO STANDARD US STRUCTURAL STEEL SHAPE

PROFILES, SEE TABLES 17-1 THROUGH 17-9 IN THE 13TH EDITION OF THE AISC'S STEEL

CONSTRUCTION MANUAL.

5122 WELDING:

1. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN

ACCORDANCE WITH AWS D1.1.

2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN

REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN

ACCORDANCE WITH AWS REQUIREMENTS.

3. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC

TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM

UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL

PENETRATION.

5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS

SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER

AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILLET

WELD SIZE IS 3/16" [5] UNLESS OTHERWISE NOTED.

5124 SHEAR STUD CONNECTORS:

1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 - STUD

WELDING.

2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY

OF EACH INDIVIDUAL STUD.

3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH

OF 65 KSI [448 MPa]. AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL

DRAWINGS.

5310 COMPOSITE STEEL DECK:

1. SHALL BE GALVANIZED, CORRUGATED STEEL COMPOSITE DECK OF GAGE AND

DEPTH INDICATED ON DRAWINGS, CONFORMING TO STEEL DECK INSTITUTE

SPECIFICATION FOR COMPOSITE FLOOR DECK.

2. DECK SHALL HAVE DEFORMATIONS TO PROVIDE ADEQUATE MECHANICAL

INTERLOCKING BETWEEN DECK AND CONCRETE FOR COMPOSITE ACTION.

3. PROVIDE 5/8" [16] DIAMETER PUDDLE WELDS IN A 36/6 PATTERN AT SUPPORTS,

AND AT 6" [152] C/C ALONG EDGE SUPPORTS.

4. SIDE LAPS BETWEEN DECKS SHALL BE WELDED OR FASTENED USING #10 TEK

SCREWS AT A MAXIMUM SPACING OF 24" [610], WITH NO LESS THAN 2-#10 TEKS SCREWS

PER SIDE LAP SPAN.

5. BUTTON PUNCHING OF SIDE LAPS IS NOT PERMITTED.

6. CONDUIT LOCATED IN SLAB ON METAL DECK SHALL BE NO GREATER THAN 3/4" [20]

DIA. AND SHALL BE GALVANIZED STEEL CONDUIT.

7. MAINTAIN 2" [51] MINIMUM COVER OVER CONDUIT AT ALL TIMES, INCLUDING

LOCATIONS WHERE CONDUITS CROSS EACH OTHER. CONDUITS SHALL CROSS AT 90

DEGREES TO EACH OTHER.

8. CONDUIT IN CONCRETE SLAB ON METAL DECK SHALL NOT BE SPACED CLOSER

THAN 6" [152] O.C. MINIMUM.

9. DO NOT RUN CONDUIT CONTINUOUSLY IN DECK FLUTES.

10. CONDUIT SHALL BE ADEQUATELY FASTENED TO DECK TO PREVENT SHIFTING

DURING CONCRETE POUR.

5312 STEEL ROOF DECK:

1. SHALL BE GALVANIZED (G90), TYPE "B" STEEL ROOF DECK OF GAGE AND DEPTH

INDICATED ON DRAWINGS, AND SHALL CONFORM TO THE PROVISIONS OF THE STEEL

DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK.

2. DECK SHALL BE VENTED IN AREAS TO RECEIVE LIGHT WEIGHT INSULATING FILL,

IF REQUIRED BY FILL MANUFACTURER.

3. DECK CENTERING SHALL BE PLACED IN CONFORMANCE WITH MANUFACTURER'S

RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS.

4. PROVIDE 5/8" [16] DIAMETER PUDDLE WELDS IN A 36/6 PATTERN AT SUPPORTS,

AND AT 6" [152] C/C ALONG EDGE SUPPORTS.

5. SIDE LAPS BETWEEN DECKS SHALL BE WELDED OR FASTENED USING #10 TEK

SCREWS AT A MAXIMUM SPACING OF 12" [305], WITH NO LESS THAN 3-#10 TEKS SCREWS

PER SIDE LAP SPAN.

6. METAL DECK MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK

INSTITUTE AND ALL DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS.

7. DO NOT HANG MEP SYSTEMS (DUCTWORK, ROOF DRAIN OR FIRE PROTECTION

PIPING, ETC) FROM ROOF DECK. ALL EQUIPMENT IS TO BE HUNG FROM ROOF BEAMS.

5400 STRUCTURAL COLD-FORMED STEEL (CFS) FRAMING:

1. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE

AISI/COFS/NASPEC 2001 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS, THE AISI MANUAL COLD-FORMED

STEEL DESIGN (2002 EDITION), AISI CODE OF STANDARD PRACTICE FOR COLD-

FORMED STEEL STRUCTURAL FRAMING (2006 EDITION), AISI/COFS/GP-2004

STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS (2004

EDITION) AND COLD-FORMED STEEL ENGINEERS INSTITUTE (CFSEI)

PUBLICATIONS, AS MODIFIED OR CLARIFIED HEREIN.

2. STEEL STUDS, JOISTS, LINTELS, AND RUNNER TRACK MEMBERS SHALL BE

OF TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONFORMING TO

ASTM A-446 GRADE C WITH HOT DIPPED GALVANIZED COATING CONFORMING TO

ASTM A525 (CLASS G90).

3. MINIMUM STEEL GRADES (FY): 12 GA (97 MILS), 14 GA (68 MILS), 16 GA (54

MILS), 18 GA (43 MILS) STUDS AND TRACK: 50 KSI; 20 GA (33 MILS) STUDS AND

TRACK: 33 KSI.

4. STRUCTURAL LIGHT GAGE CFS FRAMING AND THEIR CONNECTIONS SHALL

BE AS DEPICTED ON THE STRUCTURAL PLANS AND DETAILS.

5. ATTACHMENTS, CLOSURES, HARDWARE, ETC., SHALL BE AS SHOWN

AND/OR IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

6. SUBMIT PROPOSED LIGHT GAGE CFS MANUFACTURERS DATA AND LOAD

TABLES FOR REVIEW.

7. TOLERANCES TO COMPLY WITH ASTM C955.

8. WELDING TO COMPLY WITH COLD-FORMED STEEL ENGINEERS INSTITUTE

TECH NOTE 5606-1 - WELDING COLD-FORMED STEEL.

9. REPAIR DAMAGED OR UNCOATED GALVANIZED COATINGS PER ASTM A780.

10. FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS

REQUIRED TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE

HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED.

11. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF-DRILLING

SCREWS OR WELDING.

12. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS

SHALL NOT BE PERMITTED.

13. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE

MADE WITH SELF-DRILLING SCREWS OR HARDENED SCREW SHANK NAILS.

14. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK

WITH FIRM ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR

PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND

BOTTOM RUNNER TRACK.

15. BRIDGING TO BE SUPPLIED AND INSTALLED PER CFS STUD

MANUFACTURER RECOMMENDATIONS (5'-0" O.C. MAX AND WITHIN 1'-0" OF

DEFLECTION TRACKS).

16. LATERAL BRACING SHALL BE PROVIDED BY USE OF PLYWOOD

SHEATHING, GYPSUM SHEATHING, OR BY HORIZONTAL STRAPS OR COLD-ROLLED

CHANNELS. BRACING SHALL CONFORM TO SECTION D3 OF THE AISI

SPECIFICATIONS.

17. WHERE LIGHT GAGE FRAMING CONNECTORS ARE SPECIFIED BY MODEL

NAME, THE BASIS OF DESIGN ARE STANDARD CONNECTORS FABRICATED BY THE

STEEL NETWORK (TSN), RALEIGH, N.C., 888-474-4876. CONNECTORS SHALL BE

INSTALLED PER THE REQUIREMENTS OF THE LIGHT STEEL FRAMING

CONNECTIONS CATALOG (LATEST EDITION) BY THE STEEL NETWORK, USING THE

NUMBER/SIZE OF FASTENERS SHOWN IN THESE DRAWINGS. WHERE

NUMBER/SIZE IS NOT SHOWN IN THESE DRAWINGS, USE THE FASTENERS

SPECIFIED IN THE CATALOG TO OBTAIN THE MAXIMUM CAPACITY OF THE

SPECIFIED CONNECTOR. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS

(SIMPSON STRONG-TIE, CLARK DIETRICH, ETC) MAY BE USED IN LIEU OF THE

SPECIFIED CONNECTORS. HOWEVER, GENERIC BENT PLATE CONNECTORS MAY

NOT BE SUBSTITUTED FOR A SPECIFIED MANUFACTURER CONNECTOR WITHOUT

ENGINEERING DATA TO SUBSTANTIATE STRUCTURAL EQUIVALENCY.

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(3)-2"(53mm) CONDUITS TO

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TELECOM ROOM.

(2)-2"(53mm) CONDUITS TO

BUILDING 1 SECOND FLOOR

TELECOM ROOM.

EXISTING CONDUITS TO

UTILITY COMPANY SERVICE.EXISTING MANHOLE

(3)-2"(53mm) CONDUITS WITH

FIBER OPTIC CABLE. CONNECT

TO SECURITY BUILDING.

C5

E9.2

N N

N

N

EXISTING

TEMPORARY LAB UNIT

M M

M10

REFER TO GENERAL NOTE #2 FOR

CIRCUITING (TYPICAL).

C18

C19

C20

C21

EXISTING

TEMPORARY LAB UNIT

G

G G11

N

2 10

M

M

ELECTRICAL SERVICE TO SAFE HAVEN ATS.

COORDINATE FINAL ROUTING OF CONDUIT IN FIELD

WITH ALL EXISTING UNDERGROUND UTILTIES. REFER

TO ELECTRICAL RISER DIAGRAM ON SHEET E6.1 FOR

CONDUIT AND WIRE SIZE AND QUANTITIES.

TO NEW 400A ENCLOSED BREAKER LOCATED

IN EXISTING ELECTRICAL ROOM. COORDINATE

LOCATION AND ROUTING OF CONDUIT IN

ELECTRICAL ROOM IN FIELD. VERIFY ALL CODE

REQUIRED CLEARANCES ARE MAINTAINED.

REFER TO ELECTRIACL RISER DIAGRAM ON

SHEET E6.1 FOR MORE INFORMATION.

ELECTRICAL SERVICE TO SAFE HAVEN ATS.

COORDINATE FINAL ROUTING OF CONDUIT IN

FIELD WITH ALL EXISTING UNDERGROUND

UTILTIES. REFER TO ELECTRICAL RISER

DIAGRAM ON SHEET E6.1 FOR CONDUIT AND

WIRE SIZE AND QUANTITIES.

NEW ELECTRICAL

HANDHOLE. REFER TO

DETAIL C5 ON SHEET E9.2.

NEW ELECTRICAL HANDHOLE. REFER

TO DETAIL C5 ON SHEET E9.2.

874 Dixon Boulevard Cocoa, FL 32922

© Copyright 2016 TLC Engineering for Architecture, Inc.

EB #0000015 TLC NO:

Phone: 321-636-0274 Fax: 321-639-8986 www.tlc-engineers.com ®

US Army Corps of Engineers Mobile District

EA B C D

F G H I

A B DC E

F G H I

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C A

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F ile

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9, C V

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516038

M. Moncef Hadiji, P.E.

Florida License #48022

E S

1.

1E

T5 5.

D W

G

04/29/16

1" = 20'-0"ES1.1

A6 SITE ELECTRICAL PLANSITE ELECTRICAL PLANSITE ELECTRICAL PLANSITE ELECTRICAL PLAN

CODED NOTES:

EXISTING ANALOG SECURITY CAMERA TO REMAIN. RE-ROUTE

CABLE THROUGH NEW DEDICATED SECURITY MANHOLE AND TO

NEW SECURITY RACK. PROVIDE MEDIA CONVERTER AND

CONNECT TO NEW DVR/NVR. MAINTAIN CONTINUITY OF CIRCUIT

TO BE REUSED.

PROVIDE (3)-2"(53mm) TELECOM CONDUITS/FIBER TO BE

PROVIDED BY UTILITY COMPANY. GENERAL CONSTRUCTION

CONTRACTOR TO INCLUDE COST OF UTILITY COMPANY WORK IN

BID. REFER TO GENERAL NOTES ON THIS SHEET. SECURITY

SHALL BE IN SEPARATE CONDUIT FROM VOICE/DATA.

REMOVE EXISTING UNDERGROUND CONDUIT FOR BOLLARDS.

PROVIDE NEW 1" (25mm) CONDUITS TO PANEL INDICATED IN

GENERAL NOTE 2.

ADDITIONAL FIRE ALARM ANNUNCIATOR PANEL FOR THE SAFE

HAVEN SHALL BE LOCATED ON SECOND FLOOR OF SECURITY

BUILDING IN CCTV ROOM.

EXISTING SECURITY/TELECOM MANHOLE TO BE DEMOLISHED.

SEPARATE SECURITY FROM TELECOM IN SEPARATE CONDUITS

AND RE-ROUTE TO NEW MANHOLES.

PROVIDE LB TO RUN CONDUIT DOWN THE SIDE OF THE BUILDING

AND SWITCH TO PVC SCHEDULE 40 GOING UNDERGROUND.

(3) RGS 2" CONDUITS WITH PULL STRING TO SECOND FLOOR

SECURITY ROOM.

(2) 2" (53mm) TELECOM CONDUITS TO LAB SUPPORT BUILDING

TELECOM ROOM. ROUTE VIA CHASE.

EXISTING LIGHT POLE TO REMAIN.

ROUTE 12 STRAND 55 MICRON MULTIMODE FIBER OPTIC CABLE TO

ROOM AD207B IN BUILDING 1. REFER TO DETAIL 2 ON SHEET E9.9

FOR MORE INFORMATION.

EXISTING GROUND BOX. ELEVATE GROUND BOX TO NEW

FINISHED GRADE LEVEL. PROVIDE NEW BOX TO MATCH EXISTING

IN MAKE AND MODEL.

PROVIDE GROUNDING LOOP AROUND SAFE HAVEN BUILDING. TIE

GROUND LOOP TO ELECTRICAL SYSTEMS AND BUILDING

STRUCTURE. LIGHTNING PROTECTION SYSTEM IS NOT REQUIRED.

GENERAL NOTES:

CONTRACTOR TO INCLUDE THE FOLLOWING COST

FOR WORK RELATED TO CODED NOTE (2) IN CONTRACTORS

BID (AMOUNTS ARE IN US CURRENCY):

TELEPHONICA ------------$7,092.58

CLARO-----------------------$13,137.60

TOTAL------------------------$20,230.18

ALL BOLLARD LIGHT FIXTURES ARE CIRCUITED TO PANEL SHHV,

CIRCUIT 43:45 LOCATED IN SAFE HAVEN ELECTRICAL ROOM,

UNLESS OTHERWISE NOTED.

1.

2.

R E

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IS

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/0

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AMENDMENT NO. 0001

UP

UP

p n r q m a,ba,b o d,e,f,gDh i,j,k,l Dc

CONFERENCE/TRAINING

SH101

ELEC/UPS RM

SH105

MENS

SH103

WOMENS

SH104

H20/MRE

SH101B

COFFEE

SH106

C O

M S

H

5B

HALL

SH102 JAN

SH107

CORRIDOR

SH100

VESTIBULE

SH108

C

C C C C C C C C CC

C

C F

F

F F

F F

C C

CC

C

C C C

F F

F F

F F

C C C

CC

C

C

F F

F F

F F

C C C

C

CC

C C

C

A

G

G

G

G

G

G

G

G

C

G

GG

G

C C

C C

C C

C

C C C C

JB JB JB

JBJBJB

J J J J

O

O

XXX

EM1

EM1

EM1

A i,j k,l

C

O

O

EM2

EM2

EM2 EM2

EM2 EM2

6 7 7.5 8 9

10 11

B

A

29,31 aaaaaaaaaa bbbb c c cc cc c cc c c c d,e d,e d,e d,e d,e d,e f,g f,g f,g h h h hhh h h h h h h i,j i,j i,ji,ji,j k,l k,l m m m m n o p p s s s s q q q q q q q q q r r r r r r r r r rr r r

EM1

XX 21,2322,24

25,27

26,28

X

C

C C

Ca a aa

CIRCUIT

NUMBER

NUMBER OF CONDUCTORS

14,16

21,23

22,24

26,28

(1) SET OF (6) #12, #12G. IN 1" (25mm) CONDUIT

25,27

29,31

(1) SET OF (10) #10, #10G. IN 1-1/4" (32mm) CONDUIT

(1) SET OF (10) #10, #10G. IN 1-1/4" (32mm) CONDUIT

(1) SET OF (8) #12, #12G. IN 1" (25mm) CONDUIT

(1) SET OF (8) #12, #12G. IN 1" (25mm) CONDUIT

(1) SET OF (2) #12, #12G. IN 3/4" (19mm) CONDUIT

SAFE HAVEN PANEL SHHV

874 Dixon Boulevard Cocoa, FL 32922

© Copyright 2016 TLC Engineering for Architecture, Inc.

EB #0000015 TLC NO:

Phone: 321-636-0274 Fax: 321-639-8986 www.tlc-engineers.com ®

US Army Corps of Engineers Mobile District

EA B C D

F G H I

A B DC E

F G H I

S o lic it a ti o n

N u m b e r:

C A

D D

F ile

N a m e

C A

D D

C O

D E

Reference Number:

Sheet

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

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F E

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A

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T5

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516038

M. Moncef Hadiji, P.E.

Florida License #48022

E 1.

1E T

.D

W G

04/29/16

1/8" = 1'-0"E1.1

A6 FIRST FLOOR LIGHTING PLANFIRST FLOOR LIGHTING PLANFIRST FLOOR LIGHTING PLANFIRST FLOOR LIGHTING PLAN

CODED NOTES:

1 LIGHTING CONTROL PANEL (LCP3). REFER TO SHEET E6.2 FOR

MORE INFORMATION.

GENERAL NOTES:

1.

2.

3.

4.

5.

ALL LIGHTING CIRCUITS SHOWN ARE FED FROM PANEL

'SHHV', UNLESS OTHERWISE NOTED.

CONNECT EXIT AND EMERGENCY LIGHTING FIXTURES

TO LINE SIDE OF LOCAL LIGHTING CIRCUITS.

REFER TO LIGHTING CONTROL PANEL SCHEDULES ON

SHEET E6.2 FOR LOW VOLTAGE SWITCH ZONING.

REFER TO CODED NOTE #1 ON SHEET E6.2 FOR NUMBER

OF CONDUCTORS. LIMIT NUMBER OF CONDUCTORS TO 20

PER 1-1/2" CONDUIT.

LIGHT LEVELS IN ALL ROOMS MEET IES RECOMENDED

MINIMUMS OR GREATER.

20'8'4'0

1/8" = 1'-0"

SCALE

TR

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NORTH

R E

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874 Dixon Boulevard Cocoa, FL 32922

© Copyright 2016 TLC Engineering for Architecture, Inc.

EB #0000015 TLC NO:

Phone: 321-636-0274 Fax: 321-639-8986 www.tlc-engineers.com ®

US Army Corps of Engineers Mobile District

EA B C D

F G H I

A B DC E

F G H I

S o lic it a ti o n

N u m b e r:

C A

D D

F ile

N a m e

C A

D D

C O

D E

Reference Number:

Sheet

U .S

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Y E

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IN

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E R

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IC

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C O

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T5

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F L

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A A

F L

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516038

M. Moncef Hadiji, P.E.

Florida License #48022

E 1.

2E T

.D

W G

04/29/16

1/8" = 1'-0"E1.2

A6 SECOND FLOOR LIGHTING PLANSECOND FLOOR LIGHTING PLANSECOND FLOOR LIGHTING PLANSECOND FLOOR LIGHTING PLAN

GENERAL NOTES:

1.

2.

REFER TO LIGHTING CONTROL PANEL SCHEDULES ON

SHEET E6.2 FOR LOW VOLTAGE ZONE SWITCHING.

REFER TO CODED NOTE #1 ON SHEET E6.2 FOR NUMBER

OF CONDUCTORS. LIMIT NUMBER OF CONDUCTORS TO 20

PER 1-1/2" CONDUIT.

20'8'4'0

1/8" = 1'-0"

SCALE

TR

U

E N

O R

TH

PROJECT

NORTH

R

E V

IS

E

D D

R A

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IN

G

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FFF F

F

F

F

F

F

M

M

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M M M

M M

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M F

F M

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LOC

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SH101

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SH105

MENS

SH103

WOMENS

SH104

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SH101B

COFFEE

SH106

C O

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H

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HALL

SH102 JAN

SH107

CORRIDOR

SH100

VESTIBULE

SH108

6 7 7.5 8 9

10 11

B

A

FACP-MN22

SPEAKER ONLY

RTU-1

R

R

FAAP

WP

R

874 Dixon Boulevard Cocoa, FL 32922

© Copyright 2016 TLC Engineering for Architecture, Inc.

EB #0000015 TLC NO:

Phone: 321-636-0274 Fax: 321-639-8986 www.tlc-engineers.com ®

US Army Corps of Engineers Mobile District

EA B C D

F G H I

A B DC E

F G H I

S o lic it a ti o n

N u m b e r:

C A

D D

F ile

N a m e

C A

D D

C O

D E

Reference Number:

Sheet

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

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IN

E

E R

S M

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A

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B A

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B y

D e s ig n e d

B y

C h e c k e d

B y

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B y

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S y m b o l

- -M B

E

T5

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516038

M. Moncef Hadiji, P.E.

Florida License #48022

E 4.

1E T

.D

W G

04/29/16

1/8" = 1'-0"E4.1

A6 FIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLANFIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLANFIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLANFIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLAN

20'8'4'0

1/8" = 1'-0"

SCALE

TR

U

E N

O R

TH

PROJECT

NORTH

GENERAL NOTES:

1.

2.

3.

4.

REFER TO ROOF PLAN ON SHEET E2.5 FOR REQUIRED

DUCT DETECTORS, RELAYS, AND REMOTE TROUBLE

INDICATORS NOT SHOWN ON THIS SHEET.

CEILING MOUNTED FIRE ALARM/MASS NOTIFICATION DEVICES

ARE ACCEPTABLE SUBSTITUTION. DEVICE LAYOUT SHALL

COMPLY WITH NFPA AND SPECIFICATIONS.

HVAC SHUTDOWN SHALL OCCUR THROUGH THE FIRE ALARM

CONTROL PANEL AND BE INCLUDED IN THE LOCAL OPERATOR

CONSOLES FOR THE MASS NOTIFICATION SYSTEM.

COORDINATE WITH MECHANICAL CONTRACTOR.

FIRE ALARM AND MASS NOTIFICATION SYSTEM BASIS OF

DESIGN IS SEIMENS.

KEYED NOTES:

RELAY FOR DELAYED EGRESS DOOR.

FACP-MN1 AND FACP-MN2 SHALL OPERATE

INDEPENDENTLY AS STAND ALONE SYSTEM. BOTH

PANELS SHALL BE CONNECTED AND CAPABLE OF

ANNUNCIATION OF ALL ALARMS IN BOTH BUILDING 1

AND BUILDING 2.

PROVIDE 2" CONDUIT WITH PULL STRING TO DATA

RACK ROOM AD207B. REFER TO DRAWING E9.8 FOR

MORE INFORMATION.

3 1

R E

V

IS

E D

D R

A W

IN

G

/0

/1

NEW CCTV, NEW ACCESS CONTROL AND NEW FIRE ALARM IN

NEW SAFE HAVEN BUILDING SHALL BE MONITORED BY

SECURITY BUILDING (REFER TO SHEET ES1.1 FOR MORE

INFORMATION). EXISTING FIRE ALARM SYSTEM IN SECURITY

BUILDING IS BOSCH. EXISTING CCTV/ACCESS CONTROL

SYSTEM IN SECURITY BUILDING IS LENEL RUNNING ON-

GUARD SOFTWARE. GOVERMENT TO PROVIDE EXACT

MODEL NUMBERS OF EQUIPMENT INSTALLED IN SECURITY

BUILDING.

NEW FEEDS FROM SECURITY BUILDING SHALL BE ROUTED

TO ELEC/UPS RM IN SAFE HAVEN FOR NEW CCTV, NEW

ACCESS CONTROL AND NEW FIRE ALARM PANELS LOCATED

IN NEW SAFE HAVEN BUILDING.

UP

FI

X CR

CR

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CR

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CONFERENCE/TRAINING

SH101

ELEC/UPS RM

SH105

MENS

SH103

WOMENS

SH104

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SH101B

COFFEE

SH106

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SH102 JAN

SH107

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ACCESS CONTROL/CCTV

SECURITY PANELS.

WP

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PS

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PS

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PSML

42" LCD SECURITY MONITOR,

FIELD VERIFY LOCATION.

C26 C25

PSML

874 Dixon Boulevard Cocoa, FL 32922

© Copyright 2016 TLC Engineering for Architecture, Inc.

EB #0000015 TLC NO:

Phone: 321-636-0274 Fax: 321-639-8986 www.tlc-engineers.com ®

US Army Corps of Engineers Mobile District

EA B C D

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516038

M. Moncef Hadiji, P.E.

Florida License #48022

E 5.

1E T

.D

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04/29/16

1/8" = 1'-0"E5.1

A6 FIRST FLOOR SECURITY PLANFIRST FLOOR SECURITY PLANFIRST FLOOR SECURITY PLANFIRST FLOOR SECURITY PLAN

20'8'4'0

1/8" = 1'-0"

SCALE

TR

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GENERAL NOTES:

NEW EQUIPMENT SHALL BE COMPATIBLE WITH EXISTING

EQUIPMENT. CARDS PROGRAMMED WITH EXISTING

EQUIPMENT SHALL BE READ BY NEW READERS.

1.

R

E V

IS

E

D D

R A

W

IN

G

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/1

NEW CCTV, NEW ACCESS CONTROL AND NEW FIRE

ALARM IN NEW SAFE HAVEN BUILDING SHALL BE

MONITORED BY SECURITY BUILDING (REFER TO SHEET

ES1.1 FOR MORE INFORMATION). EXISTING FIRE ALARM

SYSTEM IN SECURITY BUILDING IS BOSCH. EXISTING

CCTV/ACCESS CONTROL SYSTEM IN SECURITY BUILDING

IS LENEL RUNNING ON-GUARD SOFTWARE. GOVERMENT

TO PROVIDE EXACT MODEL NUMBERS OF EQUIPMENT

INSTALLED IN SECURITY BUILDING.

NEW FEEDS FROM SECURITY BUILDING SHALL BE ROUTED

TO ELEC/UPS RM IN SAFE HAVEN FOR NEW CCTV, NEW

ACCESS CONTROL AND NEW FIRE ALARM PANELS

LOCATED IN NEW SAFE HAVEN BUILDING.