36C24818R0169-004.pdf

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Attached to: NRM (PROJ: 672-14-607) TITLE: Construction to Repair Main Building Basement Metal Deck.
Solicitation number: 36C24818R0169
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

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36C24818R0169 S02 Attachment 3 Official Project Drawings 672-14-607.pdf

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BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

PROJECT MANAGER

JOSE PUNCHIN, PE

VETERANS ADMINISTRATION CARIBBEAN HEALTHCARE SYSTEM

REPAIR MAIN BUILDING

BASEMENT METAL DECK

SAN JUAN, PUERTO RICO

PROJECT NO. 672-14-607

CONTRACT NO. VA248-P-0886

TASK ORDER NO.VA248-14-J-4625

CONSTRUCTION DOCUMENTS PHASE SUBMISSION

DATE SUBMITTED: SEPTEMBER 30, 2015

APPROVED: CHEIF FACILITIES MANAGEMENT SERVICES

NAME

SIGNATURE

DATE

APPROVED: CHEIF PROJECTS SECTION

NAME

SIGNATURE

DATE

Sheet List Table

Sheet Num. Sheet Title

Sheet Description

GENERAL

01 GI001 COVER SHEET AND DRAWING INDEX

02 GI002 GENERAL SYMBOLS AND ABBREVIATIONS

AREA 1 : MAIN BUILDING BASEMENT METAL DECK

AREA 2 : CANTEEN

GENERAL

Sheet List Table

Sheet Num. Sheet Title

Sheet Description

PHASE - 1: ARCHITECTURE

03 AE101 ARCHITECTURAL ROOF PLAN

04 AE102 ROOF DETAILS

PHASE - 1: STRUCTURE

05 SB001 STRUCTURAL NOTES

06 SB101 SUB-BASEMENT CANTEEN AREA - EXISTING FRAMING PLAN

07 SB102 METAL DECK AREA - EXISTING FLOOR STRUCTURAL DEMOLITION

08 SB103

METAL DECK AREA - FOUNDATION AND COLUMNS LAYOUT PLAN, DETAILS AND SECTIONS (1 OF 2)

09 SB104

METAL DECK AREA - FOUNDATION AND COLUMNS LAYOUT PLAN, DETAILS AND SECTIONS (2 OF 2)

10 SF101 METAL ROOF AREA - EXISTING ROOF DEMOLITION PLAN

11 SF102 METAL DECK AREA - ROOF FRAMING PLAN

12 SF301 METAL DECK AREA - ROOF SECTIONS

PHASE - 1: PLUMBING

13 PD101 PARTIAL ROOF PLAN - PLUMBING DEMOLITION

14 PD102 PARTIAL ROOF PLAN - PLUMBING DEMOLITION

15 PL101 PARTIAL ROOF PLAN - PROPOSED PLUMBING

16 PL102 PARTIAL ROOF PLAN - PROPOSED PLUMBING

PHASE - 1: MECHANICAL

17 MPD101 PARTIAL ROOF PLAN - PIPING DEMOLITION

18 MPD102 PARTIAL ROOF PLAN - PIPING DEMOLITION

19 MP101 PARTIAL ROOF PLAN - PROPOSED PIPING

20 MP102 PARTIAL ROOF PLAN - PROPOSED PIPING

PHASE - 1: ELECTRICAL

21 EP101 PARTIAL ROOF PLAN - EXISTING AND DEMOLITION ELECTRICAL PLAN

22 EP102 PARTIAL ROOF PLAN - EXISTING AND DEMOLITION ELECTRICAL PLAN

23 EL101 PARTIAL ROOF PLAN-PROPOSED LIGHTING PLAN

24 EL102 PARTIAL ROOF PLAN-PROPOSED LIGHTING PLAN

Sheet List Table

Sheet Num. Sheet Title

Sheet Description

PHASE - 2: ARCHITECTURE

25 AD101 DEMOLITION PLANS

26 AE103

PROPOSED FLOOR PLAN, REFLECTED CEILING PLAN AND DOOR SCHEDULE

27 AE104 BASIS OF DESIGN PERFORMANCE FOR CEILING RESTRAINTS

PHASE - 2: STRUCTURE

28 SB111 SUB-BASEMENT CANTEEN AREA - FRAMING PLAN AND SECTIONS

PHASE - 2: FIRE PROTECTION

29 FD103 BASEMENT CANTEEN AREA - FIRE PROTECTION DEMOLITION

PHASE - 2: PLUMBING

30 PD103 BASEMENT CANTEEN AREA - PLUMBING DEMOLITION

31 PD104 SUB-BASEMENT CANTEEN AREA - SANITARY DEMOLITION

32 PD105 SUB-BASEMENT CANTEEN AREA - COLD AND HOT WATER PIPING DEMOLITION

33 PL104 SUB-BASEMENT CANTEEN AREA - PROPOSED SANITARY

34 PL105 SUB-BASEMENT CANTEEN AREA - COLD AND HOT WATER PROPOSED PIPING

PHASE - 2: MECHANICAL

35 MD103 BASEMENT CANTEEN AREA - HVAC DEMOLITION

36 MD104 SUB-BASEMENT CANTEEN AREA - HVAC DEMOLITION

37 MH103 BASEMENT CANTEEN AREA CEILING - PROPOSED HVAC PLAN

38 MPD104 SUB-BASEMENT CANTEEN AREA - PIPING - DEMOLITION

39 MP104 SUB-BASEMENT CANTEEN AREA - PROPOSED PIPING

PHASE - 2: ELECTRICAL

40 EP103 BASEMENT CANTEEN AREA-EXISTING AND DEMOLITION ELECTRICAL PLAN

41 EP104 SUB-BASEMENT CANTEEN AREA-EXISTING AND DEMOLITION ELECTRICAL PLAN

42 EL103 BASEMENT CANTEEEN AREA - PROPOSED LIGHTING PLAN

AutoCAD SHX Text

COVER SHEET AND DRAWING INDEX

AutoCAD SHX Text

GI001

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 43

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 672-14-607

AutoCAD SHX Text

VAMC SAN JUAN

AutoCAD SHX Text P.R.

AutoCAD SHX Text

REPAIR MAIN BUILDING

AutoCAD SHX Text

BASEMENT METAL DECK

AutoCAD SHX Text

JUNE-20-2017

vfiguer Sello_Firma

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

PROJECT MANAGER

JOSE PUNCHIN, PE

DISCIPLINE DESIGNATORS

GI GENERAL INFORMATION SF STRUCTURAL FRAMING

AD ARCHITECTURAL DEMOLITION PD PLUMBING DEMOLITION

ARD ARCHITECTURAL REFLECTED CEILING DEMOLITION PL PLUMBING

AS ARCHITECTURAL SITE MD MECHANICAL DEMOLITION

AE ARCHITECTURAL ELEMENTS MH MECHANICAL HVAC

AF ARCHITECTURAL FINISHES EP ELECTRICAL INTERIOR POWER

AG ARCHITECTURAL GRAPHICS ED ELECTRICAL DEMOLITION

AR ARCHITECTURAL REFLECTED CEILING EL ELECTRICAL INTERIOR LIGHTING

IG INTERIOR GRAPHICS

IF INTERIOR FINISHES

SB STRUCTURAL SUBSTRUCTURE

SHEET TYPE DESIGNATOR

GENERAL

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

E.CALZADILLA L.RIVERA

ROOM IDENTIFICATION

NORTH ARROW

DETAIL REFERENCE NUMBER

SHEET WHERE DETAIL IS DRAWN

ROOM NUMBER

DETAIL REFERENCE SYMBOL

ELEVATION

ELEVATION REFERENCE NUMBER

SHEET WHERE ELEVATION IS DRAWN

GENERAL BUILDING SECTION

SECTION REFERENCE NUMBER

SHEET WHERE SECTION IS DRAWN

XXXXX

ROOM

NAME

00-00

X-X

MATCH LINE

SHEET TO MATCH

CURRENT SHEET

I 0 0

SHEET TYPE DESIGNATOR

SHEET SEQUENCE DESIGNATOR

DISCIPLINE DESIGNATOR

G 2

NOTE:

VERIFY WITH EACH DISCIPLINE FOR SPECIFIC

DRAWING SYMBOLS AND ABBREVIATIONS

DRAWING NUMBER LEGEND

GENERAL ABBREVIATIONS

A.F.F.

ABOVE FINISHED FLOOR

AL.

ALUMINUM

A.T.

ACOUSTICAL CEILING TILE

BOT.

BOTTOM

EQ.

EQUAL

CLG.

CEILING

F.F.E.

FINISH FLOOR ELEVATION

F.F.L.

FINISH FLOOR LEVEL

FRL

FIBER REINFORCED LAMINATE

HIGH POINT

HGT.

HEIGHT

GAUGE

GAL.

GALVANIZED

GDS.

GYPSUM DIMENSIONAL SURFACE

GWB.

GYPSUM WALL BOARD

LOW POINT

MECH.

MECHANICAL

MAX

MAXIMUM

MIN.

MINIMUM

MTD.

MOUNTED

N.I.C.

NOT IN CONTRACT

O.C.

ON CENTER

OPNG.

OPENING

PETG

POLYETHYLENE TEREPHTHALATE GLYCOL

R.D.

ROOF DRAIN

ROOM

REQ.

REQUIRED

REV.

REVISION

STRUCT.

STRUCTURAL

S.S.

STAINLESS STEEL

STEEL

TYP.

TYPICAL

T.O.

TOP OF

GENERAL DRAWING SYMBOLS

EXISTING WALL

NEW GWB REFACING

HIDDEN OUTLINE (SHOWING CONDITION BELOW, ABOVE OR

BEHIND AS INDICATED)

EXISTING BUILDING AXIS SYMBOL

NEW COLUMN AXIS SYMBOL

KEY NOTE

LEVEL SYMBOL

RISER SYMBOL

REVISION SYMBOL

CEILING HEIGHT

FURNISHINGS

WALL TYPE DESIGNATION

X X

SHEET WHERE SECTION IS DRAWN

INTERIOR ELEVATION

ELEVATION REFERENCE NUMBER

0'-0"

GENERAL DEMOLITION NOTES:

1. DEMOLITION PLANS AND ELEVATIONS INCLUDED FOR THE SOLE PURPOSE OF REFERENCE AND ARE NOT MEANT TO BE CONSIDERED AS CERTIFIED “AS BUILT” DOCUMENTATION. HAZARDOUS MATERIAL SHALL BE REMOVED PRIOR TO

COMMENCING DEMOLITION WORK.

2. VISIT THE SITE AND FAMILIARIZE WITH THE EXISTING CONDITIONS UNDER WHICH THE DEMOLITION WORK IS TO BE PERFOMED; CORRELATE OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.. ANY DEVIATION OF ACTUAL CONDITIONS FROM THOSE SHOWN ON DRAWINGS SHALL BE REFERED TO THE PROJECT MANAGER IN WRITING. PERFORM DEMOLITION WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS, APPLICABLE CODES, STANDARDS AND SPECIFICATIONS.

3. RECYCLE STEEL, ALUMINUM, COPPER AND ANY OTHER RECYCLABLE MATERIAL RESULTING FROM THE DEMOLITION WORK. PROMPTLY DISPOSE OF THE DIMOLISHED AND RECYCLED MATERIAL, EXEPT THOSE INDICATED TO REMAIN IN OWNERS PROPERTY. PAY ALL THE DISPOSAL FEES REQUIRED BY MUNICIPALITY AND BY ENVIRONMENTAL QUALITY BOARD. OBTAIN ALL APPLICABLE PERMITS FOR OFF SITE DISPOSAL AND FILE COPIES OF PERMITS WITH

OWNER.

4. VERIFY LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE DURING THE DEMOLITION WORK. ALL UTILITIES CONNECTIONS TO BE REMOVED SHALL BE CUT AND CAPPED. PROTECT CONCEALED LINES OF UTILITIES SUCH AS WATER, POWER, TELEPHONE, CABLE,SANITARY; STORM SEWER AND GAS THAT MAY BE UNCOVER DURING THE PROCESS OF DEMOLITION AND THAT ARE ESSENTIAL FOR SERVICE AND OPERATION. REPAIR OR REPLACE ANY

UTILITY SERVICE LINE BROKEN OR DAMAGED DURING THE DEMOLITION WORK

5. PERFORM DEMOLITION WORK IN SUCH A WAY THAT THE FREE FLOW OF STORM SEWER SYSTEM IS NOT

INTERRUPTED OR AFFECTED.

6. CONTRACTOR SHALL PROVIDE SECURITY OF THE PREMISES AT ALL TIMES

7. PERFORM SELECTIVE DEMOLITION WITH THE PROPER EQUIPMENT AS NOT TO IMPAIR THE STRUCTURAL INTEGRITY

OF THE STRUCTURES TO REMAIN.

AutoCAD SHX Text

GENERAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

GI002

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 43

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 672-14-607

AutoCAD SHX Text

VAMC SAN JUAN

AutoCAD SHX Text P.R.

AutoCAD SHX Text

REPAIR MAIN BUILDING

AutoCAD SHX Text

BASEMENT METAL DECK

AutoCAD SHX Text

JUNE-20-2017

AutoCAD SHX Text

NORTH

AE102

2 3 4 5

AE102

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

CANTEEN

KEY PLAN

MAIN BUILDING

BASEMENT

METAL DECK

PROJECT MANAGER

JOSE PUNCHIN, PE

ARCHITECTURAL ROOF PLAN

J.Q.V.F.

ALUMINUM EXPANSION

CAP FLASHING

BASE MEMBRANE

INTERMEDIATE MEMBRANE

TOP MEMBRANE W/

MINERAL GRANULES

SILICONE SEALANT

EXISTING WALL

GASKETED FASTENER

TO 12" MAX.

ALUMINUM CLAD TOP

PROTECTION FLASHING

MEMBRANE (AT VERTICAL

SURFACES)

MODIFIED BITUMINOUS

MEMBRANE

SILICONE

SEALANT

POLYISO TAPERED

INSULATION

WOOD OR

METAL CANT STRIP

ROOF METAL DECK

" DENSE DECK

ROOFING BOARD

2 PLY MODIFIED BITUMINOUS

(SBS) ROOFING MEMBRANE

CERAMIC GRANULES

FINISH

" INSULATION

COVER

5/8" INSULATION

COVER

POLYISO TAPPERED

INSULATION

METAL DECKING

GUTTER

4" DRIP EDGE

TREATED WOOD NAILER

SECURED TO METAL DECK

WITH TEK TRUEGRIP GT

#9 SCREW (1-1/2"

EMBEDEMENT) AT 12" O.C.

ANCHORING

(#11x1-1/4" ELECTRO

GALVANIZED STEEL)

L 2

" X 2

" X

AT 4'-0" SPACING

WELDED TO CHANNEL

" TREATED

PLYWOOD

FASCIA

1'-0"

FOR DOWNSPOUT

AND FRAIN REFER

TO PL-102

8" MIN.

2 PLY MODIFIED BITUMINOUS

(SBS) MEMBRANE

" DENSE DECK

ROOFING BOARD

SILICONE SEALANT

ALUMINUM CLAD FINISH

MEMBRANE

ROOF DRAIN REFER TO PL-102

2 PLY COVER STRIP

POLYISO TAPERED INSULATION

" INSULATION COVER

METAL DECKING

2 PLY MODIFIED

BITUMINOUS (SBS)

ROOFING MEMBRANE

CERAMIC GRANULES FINISH

" DENSE DECK ROOFING BOARD

POLYISO TAPERED INSULATION-

WIDTH TO BE DETERMINED BY ROOF

CONTRACTOR

" INSULATION COVER

METAL DECKING

2 PLY MODIFIED

BITUMINOUS (SBS)

ROOFING MEMBRANE

CERAMIC GRANULES FINISH

" DENSE DECK

ROOFING BOARD

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

CANTEEN

KEY PLAN

MAIN BUILDING

BASEMENT

METAL DECK

PROJECT MANAGER

JOSE PUNCHIN, PE

ROOF DETAILS

SCALE:AE102

SECTION

FLASHING

3"=1'-0"

A SCALE:AE102

SECTION

GUTTER

1 1/2"=1'-0" B

SCALE:AE102

SECTION

ROOF DRAIN

1"=1'-0" C

L.M.E.L.

SCALE:AE102

SECTION

TYP. ROOF SECTION

1"=1'-0" D

HEIGHT

INFORMATION

HORIZONTAL

INFO

HORIZ

WWR

W/S

W/O

UNO

VERT

T & B

T.O.W.

WITH

AND

TOP AND BOTTOM

UNLESS NOTED OTHERWISE

WATERSTOP

WELDED WIRE REINFORCEMENT

WITHOUT

TOP OF WALL

VERTICAL

UNITS

STANDARD DRAWING ABBREVIATIONS

No. or #

REQ'D

DETAILDTL

DOWEL

EACH

DRAWING

EMBEDMENT

EQUAL

EXISTING

EXTERIOR

ETCETERA

ELEVATION, ELEVATOR

EXPANSION JOINT

EACH WAY

ELEVATION

EACH FACE

FINISH

FOOTING

FOOT, FEET

FOUNDATION

GRADE

FAR FACE, FINISHED FLOOR

FTG

FND

FIN

ETC

EXT

EXIST

ELEV

EMB

DWL

DWG

T.O.P.

T.O.S.

T.O.C.

T.O.F.

TYP

STD

SOG

SPEC

SHT

SPCS

SECT

SCHD

BEARING

COLUMN

CENTERLINE

CONCRETE

CONCRETE MASONRY UNIT

CLEAR, CLEARANCE

CAST-IN-PLACE CONCRETE

DEGREES

CONTINUOS

CONSTRUCTION

CENTER TO CENTER

CONTROL OR CONSTRUCTION JOINT

DOWN

DIMENSIONDIM

DEG

CTR

C.C.

CONT

CONST

CENTER

COL

CONC

CMU

CLR

CIP

BRG

REV

REINF

QTY

PROJ

OPNG

NTS

NIC

ALTERNATE

ARCHITECT, ARCHITECTUAL

ADDITIONAL

BUILDING

BOTTOM

BEAMS (S)

BOUNDARY ELEMENT

BY OTHERS, BLOCKOUT, BOTTOM OF OPENING

ADD'L

BLDG

BM (s)

ARCH

ALT

LEV

MECH

MIN

MTL

MISC

MID

MEZZ

MAX

LOCT

REQUIRED

TOP OF SLAB OR STEEL

TOP OF PARAPET

TOP OF FOOTING

TOP OF CONCRETE

TYPICAL

SLAB ON GRAPE

SPECIFICATION

STANDARD

SHEET

SPACES

SCHEDULE

SECTION

REINFORCEMENT/ REINFORCE

QUANTITY

REVISION

PROJECTION

NOT IN CONTRACT

ON CENTER

OPENING

NOT TO SCALE

NEAR FACE

NUMBER

LEVEL

MATERIAL, METAL

MECHANICAL

MIDDLE

MISCELLANEOUS

MEZZANINE

MINIMUM

MARK

MAXIMUM

LOCATION

TSL TENSILE SPLICE LENGTH

180° 90°

2'-4 1/2"3'-0" 3'-5"24"#18

FINISHED BEND

DIAMETER

19 1/4"

10 3/4"

#3 2 1/2"

#11

#14

#10

9 1/2"

12"

3 3/4"

4 1/2"

5 1/4"

SIZE

BAR

"D", IN.

10"

1'-7"

1'-4"

1'-2"

1'-0"

2'-7"

2'-0"

1'-10"

1'-3"

1'-5"

1'-7"

2'-3"

11"

10"

A OR G

180° HOOKS

1'-1 1/4"

11 3/4"

1'-9 3/4"

1'-2 3/4"

90° HOOKS

A OR G

FOR DOWELS

INTO FOUNDATION

3,000 f'c (psi)

ALL OTHER

CASES

4,000

15.5 db

13.5 db

22 db

19 db

DEVELOPMENT OF STANDARD HOOKS

IN TENSION (ldh)

END HOOKS FOR ALL GRADES

No. 6 AND

SMALLER

3,000 f'c (psi)

No. 7 AND

LARGER

4,000

44 db

38 db

55 db

48 db

DEVELOPMENT LENGTH (ld)

5,000 34 db 42 db

ACI 318-08 TENSILE

No. 6 AND

SMALLER

3,000 f'c (psi)

No. 7 AND

LARGER

4,000

58 db

50 db

72 db

63 db

CLASS B LAP SPLICE

5,000 45 db 56 db

ACI 318-08 TENSILE

3,500 41 db 51 db

3,500 54 db 67 db

HOOK

A OR G

4db

OR 2

" MIN.

d b d b

G d b

D D

GENERAL STRUCTURAL NOTES :

1. THE REQUIREMENTS AND RECOMMENDATIONS OF THE FOLLOWING CODES AND

STANDARDS SHALL APPLY TO DESIGN AND CONSTRUCTION OF THIS PROJECT:

- PUERTO RICO BUILDING CODE (PRBC) 2011 (REV. JUN 20,2012)

- LATEST IBC CODE

- AISC MANUAL OF STEEL CONSTRUCTION

- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318

- AWS-D1.1 STRUCTURAL WELDING CODE

- SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS ACI 301

- BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI530

- AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM)

- ANSI / ASCE 7 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES

- AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

- AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

- AISC 358 PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL

MOMENT FRAMES FOR SEISMIC APPLICATIONS

- ACI 304 CONCRETE PLACEMENT STANDARD

- CONCRETE REINFORCING STEEL INSTITUTE (CRSI), LATEST EDITION

2. UNLESS OTHERWISE INDICATED, THESE NOTES APPLY TO ALL STRUCTURAL

DRAWINGS OF THIS SET OF PLANS.

3. IN CASE OF DISCREPANCY BETWEEN THESE NOTES AND THE CONSTRUCTION

DRAWINGS, SPECIFICATIONS OR ANY REFERRED STANDARD, THE MORE

RESTRICTIVE PROVISION SHALL APPLY.

4. STRUCTURAL DRAWINGS SHALL BE COORDINATED AND SUPPLEMENTED BY

ARCHITECTURAL, ELECTRICAL, MECHANICAL AND ANY OTHER BUILDING DRAWINGS.

5. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS

PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCY ARISES IN THE

STRUCTURAL AND ARCHITECTURAL PLANS THE ARCHITECTS AND ENGINEERS SHALL

BE NOTIFIED IMMEDIATELY.

6. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY DETAIL OR

DIMENSION THAT IS OMITTED OR NOT SPECIFICALLY SHOWN ON PLANS WITHOUT

TAKING ANY FURTHER ACTION.

7. CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE. ANY DAMAGED

PROPERTY SHALL BE PROMPTLY REPLACED, AT CONTRACTORS EXPENSE.

8. ALL CONSTRUCTION, DEMOLITION AND / OR EXCAVATION WORK SHALL BE

PERFORMED IN SUCH A WAY AS NOT TO IMPAIR THE SAFETY OF ADJOINING

EXISTING STRUCTURES.

9. NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL

BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE

STRUCTURAL ENGINEER.

10. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBER SHALL BE MADE

WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

11. ALL STRUCTURES HAVE BEEN DESIGNED ACCORDING TO FINAL BEHAVIOR AND

CONDITIONS. HOWEVER, DURING ERECTION OF SAME, CERTAIN CONDITIONS CAN

ARISE FOR WHICH THE BEHAVIOR OR THE STRUCTURE HAS NOT BEEN

CONTEMPLATED. THEREFORE, THE CONTRACTOR SHOULD PROVIDE AT ALL TIMES

ADEQUATE SHORING AND RESTORING UNTIL THE DESIGN CONDITIONS HAVE BEEN

MET. IF THERE IS ANY DOUBT DURING ANY PHASE OF THE CONSTRUCTION, THE

STRUCTURAL ENGINEER SHALL BE CONSULTED AND/OR NOTIFIED.

12. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION

LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT

EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE

IMPOSED.

13. HORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVER STRUCTURAL FLOORS

OR ROOF AND ITS TEMPORARY AND/OR DEFINITE LOCATIONS MUST BE PREVIOUSLY

APPROVED BY THE ENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANY

OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALL BE TAKEN FOR THE

PILING OF CONSTRUCTIONS MATERIALS.

14. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE

CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING

AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S

CONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATION VISITS TO THE SITE

BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE

ITEMS.

15. ALL STRUCTURES HAVE BEEN DESIGNED ACCORDING TO FINAL BEHAVIOR AND

CONDITIONS. HOWEVER, DURING ERECTION OF SAME, CERTAIN CONDITIONS CAN

ARISE FOR WHICH THE BEHAVIOR OR THE STRUCTURE HAS NOT BEEN

CONTEMPLATED. THEREFORE, THE CONTRACTOR SHOULD PROVIDE AT ALL TIMES

ADEQUATE SHORING AND RESTORING UNTIL THE DESIGN CONDITIONS HAVE BEEN

MET. IF THERE IS ANY DOUBT DURING ANY PHASE OF THE CONSTRUCTION, THE

STRUCTURAL ENGINEER SHALL BE CONSULTED AND/OR NOTIFIED.

16. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON

STRUCTURAL DRAWINGS.

17. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS.

18. THE USE OF PRODUCTS, EQUIPMENT OR MATERIALS OF A BRAND NAME IS

REGARDED AS TO ESTABLISHING A STANDARD OF QUALITY AND SHALL NOT BE

CONSTRUED AS LIMITING COMPETITION. THE CONTRACTOR MAY, AT HIS OPTION,

USE ANY EQUIPMENT, MATERIAL, ARTICLE OR PROCESS THAT IN THE JUDGMENT OF

THE ARCHITECT/ENGINEER IS EQUAL TO THAT NAMED IN THE CONTRACT

DOCUMENTS OR PLANS, UNLESS SPECIFICALLY PROVIDED OTHERWISE IN THE

CONTRACT.

19. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN WRITING OF ANY OF

THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD IN

THE REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR

HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION

AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN

WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

20. CONTRACTOR SHALL SUBMIT FOR OWNER'S APPROVAL THE LOCATION AND DETAILS

OF CONSTRUCTION JOINTS IN SLABS AND BEAMS, AND IN ANY OTHER STRUCTURAL

MEMBERS.

DESIGN LOADS :

WIND ............................... ASCE 7-05 (145 MPH), EXPOSURE C

OCCUPANCY CATEGORY: II

IMPORTANCE FACTOR: 1.00

EARTHQUAKE ................. AS PER INTERNATIONAL BUILDING CODE, 2009

SEISMIC DESIGN CATEGORY: D

SEISMIC IMPORTANCE FACTOR: 1.00

SITE CLASS: D (ASSUMED)

SPECTRAL RESPONSE PARAMETERS: Ss = 0.90, S

= 0.31

S D s = 0.702, S D1

= 0.371

SEISMIC PARAMETERS ARE ASSUMED AND SHALL BE

VERIFIED WITH FINAL GEOTECHNICAL RECOMMENDATIONS

LIVE LOADS :

METAL ROOF.......................... 40 PSF

SUPERIMPOSED DEAD LOAD:

SDL .......................................... 5 PSF

FOUNDATIONS :

1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED STRATUM HAVING A MINIMUM

ASSUMED ALLOWABLE BEARING PRESSURE OF 2,000 P.S.F. THAT SHALL BE FIELD

VERIFIED BY A GEOTECHNICAL ENGINEER HIRED BY THE OWNER.

2. FOOTINGS MAY BE POURED INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS

PERMIT.

3. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE ENGINEERING IN INSPECTION

PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT INSPECTOR SHALL BE THE

SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL FOOTING

ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. THE INSPECTOR SHALL BE THE

OWNER'S REPRESENTATIVE AT THE PROJECT SITE, AND AS SUCH WILL BE

RESPONSIBLE TO HIM.

4. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING

PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE.

5. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE

FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF

THE WALL.

6. FOUNDATION WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND

INSPECTION, AS PER TECHNICAL SPECIFICATIONS FOR THE PROJECT.

7. ALL BACKFILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY.

8. ALL EXCAVATIONS AND BACKFILLS SHALL BE INSPECTED FOR COMPLIANCE WITH

THE SUBSOIL REPORT RECOMMENDATIONS.

9. FOOTINGS SHALL BE PLACED ACCORDING TO THE DEPTH SHOWN IN THE

STRUCTURAL DRAWINGS. ALL FOUNDATION BASES SHALL BE INSPECTED WHEN THE

DEPTH INDICATED HAS BEEN ACHIEVED. THE GEOTECHNICAL ENGINEER SHALL

GIVE THE FINAL APPROVAL FOR ANY CHANGES IN FOOTING DEPTH, AND SHALL GIVE

WRITTEN NOTIFICATION TO THE ARCHITECT AND ENGINEER. NO FOOTING SHALL BE

CAST WITHOUT THE GEOTECHNICAL ENGINEER APPROVAL.

REINFORCED CONCRETE :

1. ALL AGGREGATES SHALL COMPLY WITH ASTM SPECIFICATION C-33 . CEMENT SHALL

COMPLY WITH ASTM SPECIFICATION C-150. MAXIMUM SIZE OF COARSE AGGREGATES

SHALL BE 3/4" INCH. MANUFACTURED AGGREGATES FROM WATER SOLUBLE

MATERIALS WILL NOT BE PERMITTED.

2. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: (U.N.O.)

FOOTING & FOUNDATION; WALLS & PEDESTALS.................. 3,000 PSI

3. FORM WORKS SHALL BE CONSTRUCTED SO THAT THE CONCRETE SURFACES WILL

CONFORM TO THE TOLERANCE LIMITS SET FORTH IN CHAPTER 4 OF THE

"SPECIFICATIONS FOR STRUCTURAL MEMBERS FOR BUILDINGS" (ACI 301).

4. ALL DIMENSIONS SHOWN ARE STRUCTURAL AND DO NOT INCLUDE THICKNESS OF

PLASTER OR ANY OTHER CONCRETE FINISH.

5. MINIMUM CONCRETE COVER FOR REBARS SHALL BE AS FOLLOWS UNLESS

OTHERWISE NOTED: EXPOSED TO WEATHER:

SLABS .................................... 1 1/2 INCH

BEAMS AND COLUMNS ....... 1 1/2 INCH

WALLS ................................... 1 1/2 INCH

FOOTINGS.............................. 3 INCHES (AT BOTTOM)

2 INCHES (AT SIDES)

NOT EXPOSED TO WEATHER:

SLABS.................................... 3/4 INCHES

SUSPENDED SLABS.............. 1 1/2 INCHES

BEAMS AND COLUMNS....... 1 1/2 INCHES

WALLS................................... 3/4 INCHES

FOOTINGS.............................. 3 INCHES (AT BOTTOM)

2 INCHES (AT SIDES)

6. CONSTRUCTION LOADS SHALL NOT BE SUPPORTED ON, OR ANY SHORING REMOVED

FROM, ANY PART OF THE STRUCTURE UNDER CONSTRUCTION EXCEPT THAT

PORTION OF THE STRUCTURE IN COMBINATION WITH THE REMAINING FORMING AND

SHORING SYSTEM HAS SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS WEIGHT

AND LOADS PLACED THEREON. TIME FOR REMOVING CONCRETE FORMS AND

SHORING IN BEAMS, SLABS AND STAIRWAYS SHALL BE ONE WEEK.

7. ALL SLEEVES, CONDUITS, INSERTS AND BOLTS SHALL BE HELD ACCURATELY IN

PLACE BEFORE CONCRETE IS POURED. FOR ANCHOR BOLTS TO BE FIXED TO

EXISTING STRUCTURES, AN EPOXY SYSTEM SUCH AS SIKADUR 32 HI-MOD OR

APPROVED EQUAL SHALL BE USED.

8. CONTRACTOR SHALL NOT PROCEED TO POUR ANY CONCRETE UNTIL THE

REINFORCEMENT PLACEMENT HAS BEEN APPROVED BY ENGINEER.

9. ALL FOUNDATION CONCRETE IN EACH AREA SHALL BE POURED MONOLITHICALLY,

UNLESS OTHERWISE INDICATED ON PLANS.

10. PROVIDE A POLYETHYLENE VAPOR RETARDER MEMBRANE UNDER ALL CONCRETE

POURED AGAINST THE SOIL. UNLESS OTHERWISE INDICATED ON PLANS, VAPOR

RETARDER SHALL BE EQUAL OR SIMILAR TO GRIFFOLYN TYPE-65.

11. REINFORCING BARS SHALL BE GRADE 60 HIGH STRENGTH DEFORMED NEW BILLET

STEEL MEETING ASTM SPECIFICATION A-615 .

12. REINFORCING BARS INTENDED FOR WELDING SHALL CONFORM TO ASTM A706.

13. ALL BENDING LAPPING AND PLACING OF REINFORCEMENT SHALL BE DONE IN

STRICT ACCORDANCE WITH CHAPTER 12 OF ACI BUILDING CODE.

14. REINFORCEMENT SHALL BE PLACED TO THE TOLERANCE LIMITS SET FORTH IN

CHAPTER 5 OF THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"

(ACI 301).

15. WIRE MESH SHALL COMFORM WITH "SPECIFICATIONS FOR WELDED DEFORMED

STEEL WIRE FABRIC FOR CONCRETE". WIRE MESH SHALL ALSO COMPLY WITH ASTM

SPECIFICATION A-497 AND SHALL HAVE A YIELD STRENGTH RANGING FROM 60,000

PSI TO 75,000 PSI.

16. NO REBAR SPLICE SHALL BE MADE AT OR NEAR REGIONS OF MAXIMUM STRESS AND

NO MORE THAN 50% OF REBARS SHALL BE SPLICED AT ANY LOCATION.

17. ALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEEL CHAIRS, SPACED

WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN

ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE".

18. ALL SLABS AND CORRESPONDING BEAMS, CURBS, OR APRONS SHALL BE POURED

MONOLITHICALLY.

19. PROVIDE 2#5 LONGITUDINAL BARS ALONG SLAB PERIMETER.

20. CONTRACTION JOINTS SHALL BE PROVIDED AT ALL SLAB-ON-GRADE AT A MAXIMUM

SPACING OF 15 FEET IN EACH DIRECTION.

21. FOR WATER-CEMENT RATIO AND PERMEABILITY LIMITS REFER TO SPECIFICATIONS.

22. CONCRETE MIX DESIGN SHALL INCLUDE A CORROSION INHIBITOR ADMIXTURE.

23. CONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND

INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT

SPECIFICATIONS.

24. FOR CONSTRUCTION JOINTS IN STRUCTURAL MEMBERS A KEY JOINT MUST BE

PROVIDED.

25. ALL OPENINGS IN CONCRETE WALLS SHALL BE REINFORCED AROUND WITH 2 #5

BARS PLACED AT 2 INCHES FROM THE FACE AND EXTENDING 24 INCHES BEYOND

CORNERS, UNLESS OTHERWISE SPECIFIED IN PLANS.

26. ALL ONE WAY SLAB TEMPERATURE REINFORCEMENT SHALL BE AS FOLLOWS;

(UNLESS NOTED OTHERWISE) 0.18% OF SECTIONAL AREA (INCLUDING INTEGRAL

TOPPING).

27. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH,

WHICHEVER IS GREATER.

28. FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELED CORNERS AND DRIPS,

SEE ARCHITECTURAL PLANS.

29. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT

SPECIFICATIONS.

30. PROVIDE DOWELS IN PEDESTAL AND/OR WALL FOOTINGS EQUAL IN GRADE,

SPACING, SIZE AND NUMBER TO VERTICAL REINFORCEMENT, EXTENDING A TENSION

SPLICE LENGTH INTO THE PEDESTAL AND/OR WALL AND 40 BAR DIAMETER INTO

FOOTING. THE LATERAL EMBEDMENT SHALL BE EXTENDED AS NECESSARY TO

PROVIDE A MINIMUM HORIZONTAL LEG RESTING ON FOOTING REINFORCEMENT

EQUAL TO THE CORRESPONDING "G" LENGTH FOR THE BAR SIZE.

31. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO

CAUSE SEGREGATION OF AGGREGATES IN SUCH CASES, HOOPERS OR VERTICAL

CHUTES OR TRUNKS SHALL BE USED. THE FREE UNCONFINED FALL OF CONCRETE

SHALL NOT EXCEED THE ABOVE REQUIREMENTS.

32. THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE SHALL BE

SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF THE CONCRETE IS

DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER REMOVING THE DAMAGED

PORTION AND SUITABLE JOINT SURFACE ARE PROVIDED.

33. ALL CAST IN PLACE REINFORCED CONCRETE STRUCTURAL MEMBERS SHALL BE

PROPERLY CURED IN ACCORDANCE WITH THE ACI CODE, CHAPTER V AND ACI 308.

34. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

35. NO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWN ON DRAWINGS

SHALL BE PERMITTED WITHOUT PREVIOUS APPROVAL BY THE ENGINEER. ALL

CONSTRUCTION JOINT SURFACES SHALL BE CLEANED AND ROUGHENED

IMMEDIATELY BEFORE CONCRETING AND TREATED AS INSTRUCTED IN THE "ACI

MANUAL OF CONCRETE PRACTICE".

36. CONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT OF TOTAL SLAB

THICKNESS AND SHALL BE PLACED BETWEEN THE TOP & BOTTOM REINFORCEMENT,

UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR

PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.

37. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE

BEFORE PLACING. DO NOT CUT ANY REINFORCEMENT BAR WHICH MAY CONFLICT.

CORING IN CONCRETE IS NOT PERMITTED U.N.O.

38. ALL WALL ENDS AND CORNERS SHALL BE REINFORCED WITH 2 #5 VERTICAL BARS

U.N.O.

STRUCTURAL STEEL :

1. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

W-SECTIONS ..................................... ASTM A992, FY = 50 KSI

HSS SQUARE/RECT. ........................ ASTM A500, GRADE B, FY = 46 KSI

ANGLES, CHANNELS AND ANY OTHER MISCELLANEOUS

STRUCTURAL STEEL ........................ ASTM A36, FY = 36 KSI

ANCHOR RODS .................................. ASTM F1554, GRADE 36 (FY = 36 KSI)

2. WELDED SPLICES OF STRUCTURAL SECTIONS WILL NOT BE PERMITTED.

CONTRACTOR SHALL OBTAIN THE SECTIONS IN LENGTHS THAT ARE PROVIDED

3. CONNECTIONS, WHEN NOT SHOWN ON PLANS, SHALL BE DESIGNED TO TRANSMIT

THE MAXIMUM STRESS ALLOWED FOR THE CONNECTED MEMBERS.

4. THE ERECTION OF STRUCTURAL STEEL ELEMENTS SHALL STRICTLY FOLLOW

SECTION 7 OF THE AISC "CODE OF STANDARD PRACTICE".

5. DIMENSIONS OF STRUCTURAL STEEL ELEMENTS SHALL BE WITHIN THE DIMENSIONAL

TOLERANCES SET FORTH IN SECTION 6 OF THE CODE OF STANDARD PRACTICE OF

THE AISC MANUAL OF STEEL CONSTRUCTION.

6. NO LOADS SHALL BE PLACED OVER ANY STEEL STRUCTURE UNTIL ALL ANCHORS,

PURLINS AND BEAMS, ARE PROPERLY BRACED.

7. FIELD WELDS SHALL BE DONE BY AN AWS CERTIFIED WELDER. WELDS SHALL BE

PERFORMED USING E70XX ELECTRODES U.N.O.

8. SLIP CRITICAL BOLTED CONNECTIONS WILL REQUIRE AN INITIAL PRETENSION FORCE

TO BE COORDINATED WITH THE DESIGNER.

9. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL

BE SUBMITTED TO THE DESIGNER FOR APPROVAL WELL IN ADVANCE OF

CONSTRUCTION.

10. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR

NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE

ENGINEER FOR REVIEW AND APPROVAL OR REJECTION, PRIOR TO REMEDIAL OR

CORRECTIVE ACTION TO BE IMPLEMENTED.

11. ALL FIELD WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELD

INSPECTOR.

12. MINIMUM WELD SIZE

" U.N.O.

METAL DECK :

1. METAL DECK SHALL COMPLY WITH THE REQUIREMENT OF THE STEEL DECK

INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL DECK.

2. METAL DECK SHALL BE CONFIGURATION, DEPTH AND MINIMUM GAGE AS SHOWN ON

THE DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS

SHOWN ON THE DETAIL ON THIS SHEET AS A MINIMUM. DO NOT HANG OR SUPPORT

ANY LOADS FROM METAL ROOF DECK.

3. METAL DECK WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND

SPECIFICATIONS.

4. UPLIFT CONNECTION SHALL BE CHECKED PER DESIGN LOADS AS APPLICABLE WHEN

INDICATED ON DESIGN DRAWINGS.

5. BEFORE THE INSTALLATION OF STEEL DECK, CONTRACTOR SHALL VERIFY THE

HEIGHT OF ADJACENT STEEL JOIST TO PROVIDE ADEQUATE HSS SECTIONS OR

SHIMS FOR STEEL DECK SUPPORT.

6. SPLICE EXISTING STEEL DECK WITH PROPOSED NEW DECK A MINIMUM OF 12". IF

DECK SECTIONS DOES NOT MATCH.

SPECIAL INSPECTIONS :

1. PERFORM SPECIAL INSPECTIONS AS REQUIRED IN IBC 2009 FOR:

STEEL CONSTRUCTION PER SECTION 1704.3

CONCRETE CONSTRUCTION PER SECTION 1704.4

STRUCTURAL DEMOLITION :

1. PERFORM SELECTIVE DEMOLITION AND REMOVAL WITH THE PROPER EQUIPMENT

AND PRECAUTIONS TO PREVENT EXCESSIVE VIBRATIONS SO AS NOT TO IMPAIR THE

STRUCTURAL INTEGRITY OF THE BUILDING OR BUILDING PORTIONS TO REMAIN AND

TO PREVENT DISRUPTIONS IN THE FACILITIES OPERATIONS.

2. WELL IN ADVANCE OF ANY DEMOLITION PROCEDURE, CONTRACTOR SHALL

PERFORM SURVEY OF STRUCTURAL ELEMENTS (BEAMS, COLUMNS, BRACINGS,

SLABS) IN THE AREAS REQUIRING SELECTIVE DEMOLITION. CONTRACTOR SHALL

NOTIFY STRUCTURAL ENGINEER OF EXISTING CONDITIONS DIFFERING FROM

CONSTRUCTION PLANS. NO WORK SHALL PROCEED UNLESS WRITTEN APPROVAL BY

STRUCTURAL ENGINEER IS PROVIDED.

3. UNLESS DETAILED SPECIFICALLY IN STRUCTURAL PLANS, PERFORATIONS AND/OR

PENETRATIONS IN SLABS, AND/OR THE REMOVAL OF STRUCTURAL ELEMENTS SHALL

NOT BE PERFORMED WITHOUT THE EXPRESS AUTHORIZATION OF THE STRUCTURAL

ENGINEER.

4. PRIOR TO INSTALLING MECHANICAL/ELECTRICAL EQUIPMENT OR CREATING

OPENINGS IN EXISTING SLABS, THE CONTRACTOR SHALL PERFORM A SURVEY OF

STRUCTURAL ELEMENTS (BEAM SIZES, SPACING, ETC.) . THIS SURVEY SHALL

INCLUDE AS A MINIMUM TESTING TO DETERMINE SLAB THICKNESS, (EITHER BY

CONCRETE CORE OR ALTERNATE NON-DESTRUCTIVE TESTING METHOD), AND

REINFORCEMENT MAPPING INDICATING SIZE AND DISTRIBUTION OF

REINFORCEMENT. ONCE THIS INFORMATION HAS BEEN GATHERED, IT SHALL BE

SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVISION OF THE FLOOR SYSTEM

CAPACITY. THE CONTRACTOR SHALL NOT PROCEED WITH THE INSTLLATION OF

EQUIPMENT OR SLAB PERFORATION UNTIL AUTHORIZATION IS PROVIDED BY

STRUCTURAL ENGINEER.

5. PRIOR TO DEMOLISHING ANY GRADE LEVEL STRUCTURE, CONTRACTOR SHALL

CONSULT CIVIL, MECHANICAL AND ELECTRICAL PLANS TO VERIFY THE PRESENCE OF

UTILITIES. SIDEWALK, CURB SLAB, OR STRUCTURE, CUT IT WITH A POWER SAW AND

PROVIDE A "V" TYPE CONSTRUCTION JOINT.

6. PRIOR TO DEMOLISHING ANY SIDEWALK, CURB SLAB, OR GRADE LEVEL STRUCTURE,

PROVIDE A "V" TYPE CONSTRUCTION JOINT CUT WITH A POWER SAW.

7. SELECTIVE DEMOLITION TYPICALLY ENTAILS REMOVAL OF MATERIAL NOT INCLUDING

REINFORCEMENT OR STEEL DECKING. REFER TO DRAWINGS FOR EACH PARTICULAR

CONDITION.

STRUCTURAL NOTES

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

PROJECT MANAGER

JOSE PUNCHIN, PE

J.Q.V.F.

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SB001

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VA FORM 08-6231

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VAMC SAN JUAN

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REPAIR MAIN BUILDING

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BASEMENT METAL DECK

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JUNE-20-2017

3.4

2.3

1.3

R S T

W6 x 12

(EXIST.)

TYP.

SCALE:

BASE PLATE RETROFIT DETAIL

1½" = 1'-0"

SCALE:

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CONNECTION RETROFIT DETAIL

1½" = 1'-0"

SCALE:

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CONNECTION RETROFIT DETAIL

1½" = 1'-0"

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

CANTEEN

KEY PLAN

MAIN BUILDING

BASEMENT

METAL DECK

PROJECT MANAGER

JOSE PUNCHIN, PE

SUB-BASEMENT CANTEEN EXISTING FRAMING PLAN

1/4"= 1'-0"

SUB-BASEMENT CANTEEN AREA -

EXISTING FRAMING PLAN

J.Q.V.F.

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AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 672-14-607

AutoCAD SHX Text

VAMC SAN JUAN

AutoCAD SHX Text P.R.

AutoCAD SHX Text

REPAIR MAIN BUILDING

AutoCAD SHX Text

BASEMENT METAL DECK

AutoCAD SHX Text

JUNE-20-2017

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SB101

1 2 3 4 5

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

CANTEEN

KEY PLAN

MAIN BUILDING

BASEMENT

METAL DECK

PROJECT MANAGER

JOSE PUNCHIN, PE

LEGEND:

EXISTING FLOOR STRUCTURAL DEMOLITION PLAN

3/16"= 1'-0"

METAL DECK AREA - EXISTING

FLOOR STRUCTURAL DEMOLITION

J.Q.V.F.

AutoCAD SHX Text

EXIST. HSS & STL. PLATE TO BE DEMOLISHED (TYP.)

AutoCAD SHX Text

EXISTING SLAB AT FOOTING AREA TO BE PARTIALLY DEMOLISHED.

AutoCAD SHX Text

EXIST. HSS, STL. PLATE, CONC. & FOUNDATIONS PEDESTAL TO BE DEMOLISHED (TYP.)

AutoCAD SHX Text HSS 8"x8" (EXIST.)

AutoCAD SHX Text

EXIST. HSS & STL. PLATE TO BE DEMOLISHED (TYP.)

AutoCAD SHX Text

EXIST. STD. PIPE & STL. PLATE TO BE DEMOLISHED (TYP.)

AutoCAD SHX Text

PIV (POST INDICATOR VALVE) TO BE DEMOLISHED UP TO 12" BELOW EXISTING SLAB.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 43

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 672-14-607

AutoCAD SHX Text

VAMC SAN JUAN

AutoCAD SHX Text P.R.

AutoCAD SHX Text

REPAIR MAIN BUILDING

AutoCAD SHX Text

BASEMENT METAL DECK

AutoCAD SHX Text

JUNE-20-2017

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SB102

AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR SHALL PARTIALLY DEMOLISH EXISTING CONCRETE SLAB AND CONTRACTOR SHALL PARTIALLY DEMOLISH EXISTING CONCRETE SLAB AND STAIRS AS REQUIRED TO DEMOLISH AND RE-BUILD PROPOSED FOUNDATIONS. 2. EXISTING METAL GRATING SHALL BE TEMPORARY REMOVED AS REQUIRED TO EXISTING METAL GRATING SHALL BE TEMPORARY REMOVED AS REQUIRED TO COMPLETE PROPOSED DEMOLITION AND RE-BUILD OF NEW FOUNDATIONS IN THE AREA. 3. RE-CAST CONCRETE SLAB, STAIRS, AND RAMPS TO MATCH EXISTING RE-CAST CONCRETE SLAB, STAIRS, AND RAMPS TO MATCH EXISTING CONDITION INCLUDING FINISH AND ELEVATIONS. 4. RE-INSTALL REMOVED METAL GRATING TO MATCH EXISTING CONDITION. RE-INSTALL REMOVED METAL GRATING TO MATCH EXISTING CONDITION. 5. EXISTING METAL ROOF AREA TO BE REPLACED SHALL BE ALSO CONSIDERED EXISTING METAL ROOF AREA TO BE REPLACED SHALL BE ALSO CONSIDERED FOR THE DEMOLITION PROCESS. 6. SELECTIVE DEMOLITION AT SLAB AREA SHALL BE PERFORMED IN ORDER TO SELECTIVE DEMOLITION AT SLAB AREA SHALL BE PERFORMED IN ORDER TO KEEP IN PLACE EXISTING SLAB REINFORCEMENT. BARS CAN BE CUT AT CENTER OF PARTIAL DEMOLITION TO BE RE-USE AFTER FOOTING INSPECTION.

AutoCAD SHX Text

SLAB AREA TO BE PARTIALLY DEMOLISHED AS SELECTIVE DEMOLITION.

AutoCAD SHX Text

PEDESTAL, PIPE COLUMN AND BOLT TO BE DEMOLISHED.

AutoCAD SHX Text

PEDESTAL, SQUARE COLUMN AND BOLT TO BE DEMOLISHED.

SCALE:

FOOTING TYPE F-1 DETAIL

1/2"=1'-0" SCALE:

FOOTING TYPE F-2 DETAIL

1/2"=1'-0" SCALE:

FOOTING TYPE F-3 DETAIL

1/2"=1'-0"

SB103

SCALE:SB103

SECTION

TYP. PEDESTAL

1"=1'-0" A

SCALE:SB103

SECTION

TYPICAL BP-2

1"=1'-0" B

BID SET

CSA Architects & Engineers, LLP

MERCANTIL PLAZA, MEZZANINE SUITE

SAN JUAN PUERTO RICO 00918

tel. (787) 641-6800 fax (787) 641-6850

CONTRACTING OFFICER

CHRIS LASHURE

CANTEEN

KEY PLAN

MAIN BUILDING

BASEMENT

METAL DECK

PROJECT MANAGER

JOSE PUNCHIN, PE

LEGEND:

FOUNDATION AND NEW COLUMNS LAYOUT PLAN

3/16"= 1'-0"

METAL DECK AREA - FOUNDATION

AND COLUMNS LAYOUT PLAN,

DETAILS AND SECTIONS (1 OF 2)

J.Q.V.F.

AutoCAD SHX Text W8 x 35 (TYPICAL)

AutoCAD SHX Text F-2

AutoCAD SHX Text F-1

AutoCAD SHX Text F-2

AutoCAD SHX Text F-3

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text

BP-2

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

BP-2

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text #5 @ 6" (T & B)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text #5 @ 6" (T & B)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text #5 @ 6" (T & B)

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text W8

AutoCAD SHX Text

4- 3/4" X 1'-6"ANCHOR ROD ASTM F-1554 GR. 36

AutoCAD SHX Text

1 " NON-SHRINK GROUT12" NON-SHRINK GROUT

AutoCAD SHX Text W8

AutoCAD SHX Text

4- 3/4" X 1'-6"ANCHORROD ASTM F-1554 GR. 36

AutoCAD SHX Text

1 " NON-SHRINK GROUT12" NON-SHRINK GROUT

AutoCAD SHX Text

W8 (TYP.)

AutoCAD SHX Text

4- " ANCHOR X 1'-6" ROD 34" ANCHOR X 1'-6" RODASTM F-1554 GR. 36 (TYP.)

AutoCAD SHX Text

1 " NON-SHRINK 12" NON-SHRINK GROUT (TYP.)

AutoCAD SHX Text

PREMOLDED JT. FILLER

AutoCAD SHX Text

PREMOLDED JT. FILLER

AutoCAD SHX Text

PREMOLDED JT. FILLER (TYP.)

AutoCAD SHX Text PL 14"x14"x1" W/ HSS 4"x4"x " SHEAR LUG38" SHEAR LUG

AutoCAD SHX Text PL 14"x14"x1" W/ HSS 4"x4"x " 38" SHEAR LUG (TYP.)

AutoCAD SHX Text 14"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

(2) #4 ANCHOR REINF. (ADDITIONAL)

AutoCAD SHX Text 14"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 14"

AutoCAD SHX Text

(2) #4 ANCHOR REINF.

AutoCAD SHX Text

(2) #4 ANCHOR REINF. (ADDITIONAL)

AutoCAD SHX Text 14"

AutoCAD SHX Text

#3 @ 4" TIES

AutoCAD SHX Text

4- " X 1'-6" 34" X 1'-6"ANCHOR RODS ASTM F-1554 GR. 36

AutoCAD SHX Text

PLATE 1" THK.

AutoCAD SHX Text W8

AutoCAD SHX Text 14"

AutoCAD SHX Text HSS 4"x4"x " 38" SHEAR LUG WELDED TO PLATE

AutoCAD SHX Text 14"

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 43

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 672-14-607

AutoCAD SHX Text

VAMC SAN JUAN

AutoCAD SHX Text P.R.

AutoCAD SHX Text

REPAIR MAIN BUILDING

AutoCAD SHX Text

BASEMENT METAL DECK

AutoCAD SHX Text

JUNE-20-2017

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SB103

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGES CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING SHALLOW PULL BOX NEAR PROPOSED FOUNDATIONS IN CASE ANY CONFLICTS ARISES, CONTACT DESIGNER PRIOR TO TAKE ANY FURTHER ACTION.

1 2 3 4 5

SCALE:

FOOTING TYPE F-4 DETAIL

1/2"=1'-0"

SB104

SCALE:SB104

SECTION

TYP. PEDESTAL

1"=1'-0"…

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