Attachment 01 - Drawings Structural Stamped Part II of V - 9 pages.pdf

B. EARTHWORK AND FOUNDATIONS

1. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT TO BE PROVIDED BY G.C. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED

AND APPROVED BY THE GEOTECHNICAL ENGINEER TO ASSURE THE ADEQUACY OF ALL

SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS.

HE SHALL SUBMIT REPORTS TO THE ENGINEER DESCRIBING HIS INVESTIGATIONS INCLUDING

ANY NON-CONFORMING WORK.

2. ANY EXISTING FILLS OR UNSUITABLE SOILS WITHIN THE BUILDING FOOTPRINT AND THE FOUNDATION AND SLABS ZONES OF INFLUENCE AS DETERMINED BY THE GEOTECHNICAL ENGINEER SHALL BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED ENGINEERED FILL. STRUCTURAL FILL/BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS WITH A MAXIMUM LOOSE LIFT THICKNESS OF 8 INCHES AND SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 OR THE APPLICABLE ASTM STANDARD DESIGNATED BY THE GEOTECHNICAL ENGINEER.

COMPACTION WITHIN 5 FEET OF FOUNDATION WALLS SHALL ONLY BE DONE WITH HAND OPERATED

EQUIPMENT.

3. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT TO EXISTING STRUCTURES OR IMPROVEMENTS SO AS NOT TO DAMAGE OR UNDERMINE FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC.

4. DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY COMPLETED FOOTING NOR ANY CLOSER TO THE FOOTING THAN A SLOPE OF TWO HORIZONTAL (MEASURED FROM EDGE OF FOOTING TO NEAREST

POINT IN EXCAVATION) TO ONE VERTICAL.

5. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE

PLACEMENT.

6. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO

HORIZONTAL.

CONSTRUCTION NOTES

A. GENERAL CONSTRUCTION NOTES

1. THE CONTRACT DOCUMENTS CONSIST OF DRAWINGS AND DESIGN INFORMATION

PREPARED BY MULTIPLE DISCIPLINES AND MUST BE USED AS A WHOLE AND IN COORDINATION

WITH EACH OTHER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY APPARENT

DISCREPANCIES OR OMISSION OF INFORMATION NOT SHOWN ON THE STRUCTURAL DRAWINGS

DURING THE SHOP DRAWINGS SUBMITTAL PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR

CORRECTING ERRORS RESULTING FROM LACK OF COORDINATION OF DOCUMENTS.

2. STRUCTURAL DRAWINGS SHOULD NOT BE SCALED. PRINTED DIMENSIONS TAKE PRECEDENCE

OVER SCALED DRAWINGS AND LARGE SCALE DETAILS OVER SMALL SCALE.

3. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS. CHECK AND VERIFY EXISTING DIMENSIONS AND ELEVATIONS AND TAKE ADDITIONAL

MEASUREMENTS AS NEEDED BEFORE STARTING ANY WORK. NOTIFY ENGINEER OF ANY

DISCREPANCY BETWEEN ACTUAL CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF

DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.

4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS.

THE LOCATION AND SIZE OF MECHANICAL AND ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR REINFORCING

TO ACCOMMODATE OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS SHOWN ON

THE STRUCTURAL DRAWINGS OR PROVIDED BY THE STRUCTURAL ENGINEER. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL

DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

5. WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, ETC., BUT MAY BE AFFECTED BY THE EQUIPMENT PURCHASED, THE CONTRACTOR SHALL VERIFY

THE INFORMATION PROVIDED PRIOR TO CONSTRUCTION.

6. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS

COMPLETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND

SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, CONSTRUCTION SEQUENCE, ETC.

THE GENERAL CONTRACTOR SHALL SUPPLY CALCULATIONS AND SHOP DRAWINGS TO THE EOR PRIOR TO CONSTRUCTION FOR ALL SHORING AND RE-SHORING DESIGNED BY A SPECIALTY ENGINEER/CONSULTANT.

THE STRUCTURAL ELEMENTS MAY NOT BE STABLE UNTIL THE STRUCTURE IS COMPLETE. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND

SAFETY OF WORKMEN DURING CONSTRUCTION.

A. DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER CONSTRUCTION LOADS ON THE

STRUCTURE SUCH THAT THE LOADS PLACED EXCEED THE CAPACITY OF THE STRUCTURE.

B. TAKE INTO CONSIDERATION THAT FULL STRUCTURAL CAPACITY OF MANY STRUCTURAL

MEMBERS IS NOT REALIZED UNTIL STRUCTURAL ASSEMBLY IS COMPLETE; THAT IS, UNTIL

SLABS, DECKS, DIAGONAL BRACING AND SHEAR WALLS ARE INSTALLED.

C. PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE STABILITY AND RESIST ALL LOADS

TO WHICH THE PARTIALLY COMPLETED STRUCTURE MAY BE SUBJECTED INCLUDING ERECTION

EQUIPMENT AND ITS OPERATION. ADEQUACY OF TEMPORARY BRACING AND GUYING FOR THIS

PURPOSE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED.

WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

8. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED BY NEW WORK.

9. UNLESS NOTED OTHERWISE, TESTING AND INSPECTION SERVICES CALLED FOR SHALL BE PAID BY THE OWNER, AND ARE NOT PART OF THE BASIC DESIGN SERVICES OF THE STRUCTURAL ENGINEER.

D . STRUCTURAL STEEL

1. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", LATEST EDITION. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE

CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

2. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A325 HIGH STRENGTH

BOLTS UNLESS NOTED OTHERWISE.

3. PLACE NON SHRINK GROUT UNDER ALL COLUMN BASE PLATES BEFORE PLACING ANY ELEVATED SLABS.

4. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS OR OPENINGS TO BE MADE IN STRUCTURAL STEEL MEMBERS, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER. SUCH OPENINGS SHALL BE

MADE IN THE SHOP AND CLEARLY INDICATED ON THE SHOP DRAWING.

5. E70XX ELECTRODES SHALL BE USED FOR ALL WELDING. PROPERLY QUALIFIED WELDERS SHALL PERFORM ALL WELDING, AS PRESCRIBED UNDER "STANDARD QUALIFICATION PROCEDURE" OF THE

AMERICAN WELDING SOCIETY.

6. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS

SPECIFIED BY AISC OR 3/16", WHICH EVER IS GREATER.

C. REINFORCED CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS", LATEST EDITION. DESIGN IS BASED ON ACI 318, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE"

2. SUBMIT CONCRETE MIX DESIGNS IN ACCORDANCE WITH ACI 318 TO THE ARCHITECT AND TESTING AGENCY.

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

CONTRACTOR'S.

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

4. W/C<=0.4 FOR 5,000 PSI COMPRESSIVE CONCRETE

W/C<=0.45 FOR 4,000 PSI COMPRESSIVE CONCRETE

5. THE AIR CONTENT OF ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 4% AND 6%.

EXCEPT AIR CONTENT FOR SLAB ON GRADE AND ELEVATED SLABS SHALL NOT EXCEED 3%.

6. THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 100 CU. YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED EACH DAY. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM

THE FOLLOWING TESTS IN ACCORDANCE WITH THE INDICATED STANDARD:

- SLUMP: ASTM C143

- AIR CONTENT: ASTM C173

- COMPRESSIVE STRENGTH: ASTM C39; TEST ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS, HOLD ONE SPECIMEN IN RESERVE

7. COAT ALL SLABS WITH CURING COMPOUND WITHIN 24 HOURS OF PLACING. PRODUCT USED SHALL CONFORM WITH ASTM C309, AND SHALL BE COMPATIBLE WITH ADHERED FINISHES. A DISSIPATING FORMULATION SHALL BE USED AT CEMENTITIOUS FINISHES. SUBMIT PRODUCT DATA TO THE ARCHITECT

FOR REVIEW.

8. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE LOCATION OF VERTICAL CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER

AND INDICATED ON APPROVED SHOP DRAWINGS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY

ROUGHENED BY MECHANICAL MEANS AND CLEANED AND SHALL BE SURFACE SATURATED DRY PRIOR TO

SECOND POUR.

9. UNLESS NOTED OTHERWISE PLACE VERTICAL CONTROL JOINTS IN RETAINING WALLS AT 15'-0" OC (MAX), 3/4" DEEP, V-CHAMFERED ON BOTH FACES. CONSTRUCTION JOINTS SHALL FALL ON CONTROL JOINTS AND SHALL BE KEYED. STOP 50% OF THE SPECIFIED LONGITUDINAL REINFORCEMENT AT THE CONTROL JOINT.

10. ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT EXCEPT AS NOTED IN SPECIFICATIONS.

11. PROVIDE 3/4” CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

12. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR. SUSPEND FORMS FROM

ABOVE GRADE.

13. ANCHOR BOLTS, DOWELS, REINFORCING STEEL, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO SUPPORT REINFORCING OFF GRADE.

14. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, "DETAILING MANUAL" AND ACI 117, "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", LATEST EDITION. HOOKS AND BENDS, WHERE SHOWN ON THE DRAWINGS AND DETAILS, SHALL BE STANDARD OR SEISMIC HOOKS AND BENDS AS DEFINED BY ACI 318, UNLESS SPECIFICALLY DIMENSIONED OR NOTED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL

SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

15. DETAIL ALL CONCRETE WALLS AND BEAMS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.

CUT SECTIONS SHOWING BAR LOCATIONS AND CONCRETE COVER.

16. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS

(ROLLS NOT PERMITTED). LAP MESH 2 SQUARES AT SPLICES.

17. TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING' DOWELS INTO WET CONCRETE IS NOT

PERMITTED.

18. PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT AS FOLLOWS:

CONC TYPE & PLACEMENT REINF SIZE MIN COVER (IN.)

AGAINST EARTH ALL 3

FORMED SURFACES EXPOSED #6 THRU #18 2

TO WEATHER OR IN CONTACT #5 & SMALLER 1-1/2

W/ EARTH

FORMED SURFACES NOT #14 & #18 1-1/2

EXPOSED TO WEATHER OR IN #11 & SMALLER 3/4

CONTACT W/ THE GROUND

SLABS, WALLS & JOISTS

BEAMS AND COLUMNS ALL 1-1/2

(PRIMARY REINF, TIES,

STIRRUPS AND SPIRALS)

19. PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, BOTH VERTICALLY AND HORIZONTALLY, TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE

DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. DOWELS SHALL BE CLEANED AFTER POUR.

20. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. USE LOW HYDROGEN ELECTRODES GRADE

E70 OR E90 AS REQUIRED.

21. APPROVED ELECTRICAL CONDUIT MATERIAL CAST WITHIN STRUCTURAL CONCRETE MEMBERS SHALL

CONFORM TO THE FOLLOWING:

A. CONDUIT IN SLAB ON GRADE:

DIAMETER OF A SINGLE CONDUIT OR TWO OR MORE VERTICALLY STACKED CONDUITS

(INCLUDING CROSSOVERS) SHALL NOT EXCEED 1/3 THE THICKNESS OF THE SLAB. THE OUTSIDE

DIMENSION OF TWO OR MORE ADJACENT CONDUITS SHALL NOT EXCEED TWICE THE DEPTH OF

THE SLAB AND THE SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE LESS THAN THE

THICKNESS OF THE SLAB.

B. CONDUIT IN ELEVATED SLABS:

DO NOT INSTALL CONDUIT IN CONCRETE SLABS ON METAL DECK.

22. CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE SPLICED AS REQUIRED,

PROVIDED THAT BARS ARE OF THE LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE SHOWN ON

THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO BE STAGGERED WHEN POSSIBLE.

PROVIDE LAP SPLICES AND DEVELOPMENT LENGTHS IN ACCORDANCE WITH THE DEVELOPMENT LENGTH

AND LAP SPLICE SCHEDULE. USE CLASS B LAP SPLICES UNLESS NOTED OTHERWISE.

23. FLOOR SLABS SHALL MEET THE FLATNESS F(F)35 AND LEVELNESS F(L)25 REQUIREMENTS.

EXTERIOR SLABS SHALL DRAIN FREELY WITH A MAXIMUM VARIATION FROM THE

INDICATED PLANE OF 1/4" IN 10'-0"

24. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF OPENINGS AND SLEEVES. SPREAD REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS NOTED OTHERWISE. DO NOT CUT REINFORCEMENT UNLESS INDICATED BY SECTION OR DETAIL. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, INSERTS, ETC. WITH SHOP DRAWINGS FOR THE EQUIPMENT

TO BE PROVIDED.

GENERAL STRUCTURAL NOTES

G. SHOP DRAWINGS

1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING:

A. CONCRETE MIX DESIGN.

B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC.

C. STRUCTURAL STEEL.

D. STRUCTURAL LIGHT-GAUGE METAL STUD FRAMING.

E. PRECAST CONCRETE, INCLUDING BUT NOT LIMITED TO HOLLOW CORE PLANKS, PRECAST JOISTS, SOFFIT BEAMS, DOUBLE-TEES, FILIGREE, PRECAST LINTELS AND OTHER PRECAST CONCRETE SYSTEMS.

F. SPECIALTY ENGINEERED PRODUCTS

1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN

PUERTO RICO. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE

SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER TO ALLOW REVIEWS AND RE-SUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR

SPECIALTY PRODUCTS SHALL BE DESIGNED FOR A LATERAL LOADS TO ASSURE

STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

A. MISCELLANEOUS METALS INCLUDING MECHANICAL EQUIPMENT SUPPORT, FRAMES THAT SUPPORT OF

MECHANICAL SYSTEMS.

B. MISCELLANEOUS HANGARS, CHANDELIERS, CABINETS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS,RAILINGS, GLAZING FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE

CONSTRUCTION DOCUMENTS.

C. IN ADDITION TO THE LOADS SHOWN IN THE DESIGN LOAD SCHEDULE, THE SPECIALTY ENGINEER SHALL DESIGN FOR THE WEIGHT OF ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT AND FIXTURES, AS WELL AS CHANDELIER FIXTURES, BAR CABINETS, AND ART WORK / MOBILES.

D. SHEET PILES

GENERAL CONTRACTORS TO INCLUDE IN THEIR BID THE COST OF THE ABOVE NOTED SPECIALTY ENGINEERING.

APPLICABLE CODES AND STANDARDS

1. 2021 INTERNATIONAL BUILDING CODE

2. ASCE/SEI 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

3. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

4. ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES

5. ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

6. AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

7. AWS D1.1 STRUCTURAL WELDING CODE-STEEL

8. ASTM MATERIAL STANDARDS AS NOTED.

DESIGN LOADS

1. DESIGN GRAVITY LOADS

2. WIND LOADS

PER ASCE 7-16

ULTIMATE DESIGN WIND SPEED Vult = (180) MPH NOMINAL DESIGN WIND SPEED Vasd = (140) MPH

EXPOSURE CATEGORY C

RISK CATEGORY IV

INTERNAL PRESSURE COEFFICIENT GcPi ±0.55

3. SEISMIC PARAMETERS

SPECTERAL ACCELERATIONS Ss= 1 , S1= 0.4

IMPORTANCE FACTOR 1.5

SEISMIC DESIGN CATEGORY D

SITE CLASS : D

FOUNDATION DESIGN AND SOIL PARAMETERS

1. THE FOUNDATION DESIGN IS BASED UPON A PRESUMED BEARING CAPACITY OF 2000PSF, IBC 1806.2.

G.C. TO PROVIDE GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER/TECHNICIAN TO VERIFY BEARING

CAPACITY PRIOR TO POURING FOUNDATIONS.

MATERIALS OF CONSTRUCTION

1. NORMAL WEIGHT CONCRETE 28 DAY COMPRESSIVE STRENGTH

FOUNDATIONS f'c = 4000 PSI WALLS f'c = 5000 PSI

2. REINFORCING STEEL - ASTM A615 GRADE 60 Fy = 60 KSI

DEFORMED BAR ANCHORS - ASTM A-496

3. WELDED WIRE REINFORCING - ASTM A185 Fy = 65 KSI

4. STRUCTURAL STEEL

ROLLED SECTIONS - ASTM A992 GR Fy = 50 KSI WIDE FLANGE AND TEE SHAPES - ASTM A992 Fy = 50 KSI ANGLES, CHANNELS AND PLATE - ASTM A36 Fy = 36 KSI RECTANGULAR HSS - ASTM A500 GRADE B Fy = 46 KSI ANCHOR RODS - ASTM F1554 GR 36 Fy = 36 KSI

BOLTS ASTM A325

B. EARTHWORK AND FOUNDATIONS (CONT)

7. HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS, PIER CAPS, SLABS ON GRADE AND MAT

FOUNDATIONS ARE NOT PERMITTED.

8. PROVIDE DOWELS FOR ALL WALLS AND PIERS EMBEDDED INTO FOOTINGS, PIER CAPS, MAT FOUNDATIONS AND GRADE BEAMS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT.

7. ALL GROOVE WELDS INDICATED ON PLANS AND SECTIONS SHALL BE COMPLETE JOINT PENETRATION

WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL PENETRATION WELDS.

8. COMPOSITE BEAMS ARE DESIGNED FOR UNSHORED CONSTRUCTION. BEAMS SHALL BE FABRICATED WITH THE CAMBER INDICATED ON THE PLANS. BEAMS WITHOUT SPECIFIED CAMBER SHALL BE ERECTED WITH

THE STANDARD MILL TOLERANCE CAMBER UP.

9. ALL HSS SECTIONS WITH OPEN ENDS SHALL BE CAPPED WITH A 1/4" THICK PLATE OF THE SAME CROSS

SECTION, FULLY WELDED AND GROUND SMOOTH UNLESS NOTED OTHERWISE.

10. STRUCTURAL STEEL MEMBERS EXPOSED TO THE ELEMENTS SHALL BE PRIMED AND PAINTED WITH ZINC BASED

PAINT. UNLESS NOTED OTHERWISE.

11. STRUCTURAL STEEL SHOP DRAWINGS, PREPARED BY THE STEEL SUBCONTRACTOR, SHOWING COMPLETE DIMENSIONS AND DETAILS, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF THE STEEL COMPONENTS. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, .

VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS WITH THE STRUCTURAL AND OTHER PORTIONS OF THE CONTRACT DRAWINGS. THE STEEL SUBCONTRACTOR SHALL NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR UTILIZATION AS SHOP DRAWINGS, UNLESS

APPROVAL OF THE STRUCTURAL ENGINEER IS OBTAINED.

E. PERMIABILITY REDUCING ADMIXTURES

1. CRYSTALLINE ADMIXTURE:

A) ANSI/NSF STANDARD 61 COMPLIANT FOR USE IN CONTACT WITH POTABLE WATER.

B) USE ISOLUABLE CTRSTALLINE COMPOUNDS TO BLOCK CAPILLARY PORES.

C) MINIMUM CRACK SEALING ABILITY UP TO 0.016 in (0.40 mm).

D) WATER PENETRATION: MANUFACTURER MUST PROVIDE INDEPENDANT TESTING REPORT THAT

SHOWS CONCRETE TREATED WITH CRYSTALINE WATERPROOFING ADMIXTURE HAS THE CAPABILITY

TO REDUCE WATER PENETRATION BY A MINIMUM OF 70% AS COMPARED TO CONTROL MIX, WHEN

MEASURED BY EN 12390-8/DIN 1048.

E) DRYING SHRINKAGE: MANUFACTURER MUST PROVIDE INDEPENDAT TESTING THAT SHOWS

CONCRETE TREATED WITH CRYSTALLINE WATERPROOFING ADMIXTURE HAS THE CAPABILITY TO

REDUCE DRYING SHRINKAGE BY AT LEAST 20 PERCENTWHEN COMPARED TO UNTREATED CONCRETE

AS SAME SLUMP/ WATER /CEMENT RATIO , AS MEASURED BY ASTM C 157.

F) FREEZE-THAW DURABILITY: CRYSTALLINE WATERPROOFING ADMIXTURE MUST SHOW INCREASED

FREEZE- THAW DURABILITY WHEN COMPATED TTO CONTROL MIX, PER ASTM C 666.

G) PERMIABILITY: MiINIMUM 40 PERCENT REDUCTION IN PERMIABILITY THROUGH CONCRETE TREATED

WITH CRYSTALLINE WATERPROOFING ADMIXTURE WHEN TESTED IN ACCORDANCE WITH COE CRD

C-48 AT 200 PSI (462 fFEET WATER PRESSURE).

H) WATER ABSORBTION: MANUFACTURER MUST PROVIDE INDEPENDANT TESTING REPORT THAT S

SHOWS CONCRETETREATED WITH CRYSTALLINE WATERPROOFING ADMIXTURE HAS THE CAPABILITY

OF REDUCING WATER ABSORBTION BY 25 PERCENT AS PER ASTM C 1585.

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM ASTM INTERNATIONAL

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO, B/ BOTTOM OF

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BTWN BETWEEN

CANT CANTILEVER

CAP CAPACITY

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR/ CLEARANCE

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CTR CENTER, COUNTER

CC CENTER TO CENTER

DEG,° DEGREE

DEMO DEMOLISH / DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DWG DRAWING

DWL DOWEL

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EMB EMBEDMENT

ENGR ENGINEER

EOS EDGE OF SLAB

EQ EQUAL

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR, FAR FACE

F/F FACE TO FACE

FLR FLOOR

FMG FRAMING

FT FOOT / FEET

FTG FOOTING

Ga GAuGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HC HOLLOW CORE

HDG HOT DIPPED GALVANIZED

HGR HANGER

HK HOOK

HS HEADED STUD

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

ID INSIDE DIAMETER

IJ ISOLATION JOINT

IN INCH / INCHES

INFO INFORMATION

INT INTERIOR

JST JOIST

K KILO/ KIPS

KSF KIPS PER SQUARE FOOT

L LENGTH / LONG, ANGLE

LF LINEAR FOOT

LIN LINEAR

LL LIVE LOAD

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONGITUDINAL

LTWT LIGHTWEIGHT

MAS MASONRY

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N/A NOT APPLICABLE

NO,# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NWT NORMAL WEIGHT

OC ON CENTER

OPP OPPOSITE

PEJ PREFORMED EXPANSION JOINT

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE, PLAN, PROPERTY LINE

PLYWD PLYWOOD

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RD ROOF DRAIN

REINF REINFORCED / REINFORCEMENT

REM REMAINDER

REQD REQUIRED

REQMTS REQUIREMENTS

REV REVISION

SCHED SCHEDULE

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SF SQUARE FOOT / SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STIFF STIFFENER

STRUCT STRUCTURE / STRUCTURAL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TEMP TEMPORARY, TEMPERATURE

THRU THROUGH

TO, T/ TOP OF

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WL WIND LOAD

WWR WELDED WIRE REINFORCING

ABBREVIATIONS

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:0

A

M

GENERAL NOTES

S-001

01/03/2024 SGP RGD

STRUCTURAL SHEET LIST

SHEET # SHEET NAME

S-001 GENERAL NOTES

S-100 PARTIAL DEMOLITION FOUNDATION PLAN

S-101 PARTIAL NEW FOUNDATION PLAN

S-102 PARTIAL ROOF PLANS

S-200 DETAILS / SECTIONS

S-201 DETAILS / SECTIONS

S-202 DETAILS / SECTIONS

S-300 BATHROOM & LAB ROOM DETAILS

S-301 WINDOW DETAILS / SECTIONS

NO. DESCRIPTION DATE

bob.davenport Date 01/03/2024

T/SLAB

- 2' - 0"

T/SLAB

- 0' - 0"

S-100

S-100

S-100

WINDOW

DEMOLITION

SLAB

DEMOLITION

AREA

SLAB DEMOLITION

SLAB

DEMOLITION

S-200

S-200

S-100

S-100

S-200

SHEET PILE

BOILER #1 BOILER #2

BOILER #3

DEMO EXIST. DYKE

NOTE: G.C. SHALL DISPOSE OF ALL LEAD & ASBESTOS

CONTAMINATED DEBRIS IN ACCORDANCE WITH ALL

APPLICABLE CODES IN PUERTO RICO, TO INCLUDE BUT

NOT LIMITED TO THE REQUIREMENTS OF THE VA TIL

G.C. TO CORE SLEEVES FOR

ELECTRICAL CONDUIT AFTER

SCANNING THE EXIST. WALL FOR

REINF. DO NOT CUT OR DAMAGE

ANY EXIST. REBAR. PROVIDE

1-1/2'' MIN. COVER EACH SIDE OF

REBAR. ELECTRICIAN TO

PROVIDE LOCATIONS OF ALL

CORE DRILLING TO EOR PRIOR

TO CORE DRILLING

NOTE: G.C. SHALL COORDINATE ALL COLUMN

FOOTING LOCATIONS (TYP.)

(V .I .F

G.C. SHALL MAINTAIN MIN. CLEARANCE OF 5'-0'' BETWEEN

DEMO AREA & ACTIVE AREAS WITHIN BOILER PLANT

DURING TRANSITION BETWEEN PHASES (TYP.)

REMOVE EXIST.

EXPANDED METAL

MESH ABOVE.

TWO PANEL ONLY

(SEE PHOTOS)

ON SHEET GI-001

G.C. SHALL MAINTAIN MIN. CLEARANCE OF 5'-0'' BETWEEN

DEMO AREA & ACTIVE AREA OF BOILER PLANT (TYP.)

E X

T E

N T

O F

D E

M O

L

IT

IO

N

V

.I .F

D

IS

T T

O D

E M

O S

H A

F T

P O

IN

T

NOTE: G.C. SHALL IDENTIFY ALL UNDER SLAB INFRASTRUCTURE

PRIOR TO DEMOLITION, IF SAID INFRASTRUCTURE IS FOUND TO BE

IN CONFLICT WITH DEMOLITION AND/OR NEW CONSTRUCTION, G.C.

SHALL IMMEDIATELY NOTIFY THE VA AND ENGINEER OF RECORD

PURSUANT TO DIRECTIVES TO BE GIVEN REGARDING THE

RELOCATION OR DEMOLITION OF CONFLICTING INFRASTRUCTURE.

RGD SUGGESTS THE USE OF GPR(GROUND PENETRATING RADAR)

IN AREAS IDENTIFIED TO BE DEMOLISHED PER CONTRACT

DOCUMENTS. (TYPICAL).

EXIST. HOUSEKEEPING

PAD TO REMAINEXIST WALL &

FTG TO REMAIN

AREA OF SLAB

TO BE REMOVED

G.C. TO SAW CUT AT STEM WALL (TYP.)

AND TAKE ALL PRECAUTIONS NECESSARY

TO PREVENT ANY DAMAGE TO THE EXIST. WALL

G.C. TO PROVIDE SHEET PILES & TAKE ALL

PRECAUTIONS TO PREVENT SHEET PILE FROM

DAMAGING UNDERGROUND INFRASTRUCTURE

AND CAUSING SUBSIDANCE OF ADJACENT

STRUCTURE (TYP.)

EXISTING

TRENCH

MIN

1' - 11"

AREA OF SLAB

TO BE REMOVED

EXISTING SLAB

EXISTING SLAB

TO REMAIN

AREA OF SLAB

TO BE REMOVED

SAW CUT (TYP.)

G.C. TO PROVIDE SHEET PILES & TAKE

ALL PRECAUTIONS TO PREVENT SHEET

PILE FROM DAMAGING UNDERGROUND

INFRASTRUCTURE AND CAUSING

SUBSIDANCE OF ADJACENT

STRUCTURE (TYP.)

EXISTING

TRENCH

MIN

1' - 6" AREA OF SLAB TO

BE REMOVED

SAW CUT (TYP)

1. DEMOLITION TO BE PHASED PER MECHANICAL AND ELECTRICAL PHASES

2. NO SLAB OR FOUNDATION IS TO BE UNDERMINED

3. CW-1 IS A CAST IN PLACE CONCRETE WALL WITH #5 @10" OC EA WAY

4. SHEET PILES TO BE DESIGNED BY CONTRACTORS ENGINEER.

5. G.C. SHALL X-RAY EXISTING SLAB IN AREAS TO BE DEMOLISHED TO ESTABLISH ALL UNDER

SLAB INFRASTRUCTURE. (WHERE SUCH INFRASTRUCTURE IS OBSERVED G.C. SHALL USE

HAND TOOLS TO DEMOLISH SLAB

DEMOLITION NOTES: LEGEND

PORTION OF SLAB TO

BE DEMOLISHED

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:0

A

M

PARTIAL DEMOLITION

FOUNDATION PLAN

S-100

01/03/2024 SGP RGD

N

1/4" = 1'-0"1 DEMOLITION PLAN

3/4" = 1'-0"2 DEMO SECTION

3/4" = 1'-0"5 DEMO SECTION

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

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

NO. DESCRIPTION DATE

bob.davenport

T/SLAB

- 1' - 8"

S-200

S-200

S-200

BOT/TRENCH

- 2' - 0" (VIF)

T/SLAB

0' - 0"

SLOPE

1/8":12

S-200

F2.5 F2.5

F2.5F2.5F2.5

F3.0

F2.5

H

SS4X

4X 1/

H

SS6X

6X 1/

H

SS4X

4X 1/

H

SS4X

4X 1/

H

SS4X

4X 1/

H

SS6X

6X 1/

H

SS6X

6X 1/

H

SS4X

4X 1/

C O

N C

R E

T E

P A

D

S-200

S-200

F4.0

C O

N C

R E

T E

S L A

B

F4.0

H

SS4X

4X 1/

H

SS4X

4X 1/

H

SS6X

6X 1/

H

SS6X

6X 1/

H

SS6X

6X 1/

H

SS4X

4X 1/

H

SS4X

4X 1/

H

SS4X

4X 1/

S-200

EXISTING COLUMN

AND FOOTING

NEW GRATE

NEW GRATE

S-200

SLOPE

1/8:12

TRENCH DRAIN

S-200

S-200

S-200

BOILER #1

BOILER #2

BOILER #3

V .I

.F

TOP/GRATE

0' - 0"

4' - 7"

TYP.

SHEET PILES

SHEET PILES

C W

-1

C W

-1

CW-1

CW-1

S-200

LAB

FROM EDGE OF SHEET PILE

1' - 0" MIN.

/4

2' - 8 3/4" 2' - 9"

2' - 8 3/4" 2' - 9" 7' - 9" 19' - 6"

S-200

S-200

6' - 7" 6' - 0" 7' - 3" 10' - 5"

S-200

13' - 2 1/2"

WF 2.0

W F

.0

W F

.0

WF 2.0

S-200

S-200

F3.0

F3.0F3.5 H

SS6X

6X 1/

H

SS6X

6X 1/

F4.0H

SS6X

6X 1/

F3.5

F4.0 F3.5

F3.5

F3.0 F3.0

2' - 0"

1'-6''X4'-0'' CONC. FDN.

W/(3)#6 LONG. REINF.

& (6)#6 TRANS. REINF.

TOP & BOTT.

S-202

/4

NEW 6"

CONC. SLAB

6'' HOUSEKEEPING PAD

W/#5@12'' O.C. EA. WAY

" 1

NEW WINDOW

REF SHEET

FOR DETAILS.

/4

S-101

/5 S-301

1. NOMINAL TOP OF SLAB ELEVATION = 0' - 0". VERIFY WITH ARCHITECTURAL DRAWINGS FOR

FF AND FG.

2. SLAB ON GRADE AND REPAIR AREAS SHALL BE 6" THICK REINFORCED WITH #5 @12" OC EACH

WAY.

3. 'CW-1' INDICATES 8" CONCRETE WALL REINFORCED W/ #5 @ 12" O.C. VERT AND HORIZ REINF

EA. FACE.

4. 12" CONCRETE PAD SHALL BE 12" THICK REINFORCED WITH #5 @12" OC EACH WAY TOP AND

BOTTOM.

5. TOP OF FOOTING ELEV. UNO =0' - 0"

6. 'WF2.0' INDICATES 1'-6'' DEEP X 2'-0'' WIDE WALL FOOTING W/ (3)#5 LONGITUDINAL & #5@12''

O.C. TRANSVERSE REBAR

7. CONTRACTOR TO FIELD VERIFY ALL FIELD CONDITIONS, DIMENSIONS AND SPACE

REQUIREMENTS. THEY MUST SUBMIT FULLY COORDINATED INSTALLATION SHOP DRAWINGS

(1/4" SCALE) TO BE REVIEWED.

8. TRENCH BAR GRATING TO BE 1-1/2'' HEIGHT X 3/16'' THICK. @ 19-W-4 SPACING (HOT DIPPED

GALVANIZED)

WALL & FOUNDATION NOTES:

SLAB REINF

SEE PLAN NOTES

TOP OF SLAB EL

SEE PLAN

VAPOR RETARDER 10 MIL MIN

PREPARED SUBGRADE PER

GEOTECHNICAL RECOMMENDATIONS

/1

C

L R

T

S L A

B T

H

IC

K N

E S

S

8"

NEW 4000 PSI SLAB ON GRADE

TO MATCH EXIST

#6X3'-2'' MIN W/ HILTI

RE-500

ADHESIVE SYSTEM

W/8'' EMBED. @12'' OC

HOLES TO BE CLEANED

THOROUGHLY PRIOR TO

SETTING ADHESIVE

EXIST SLAB

MIN. 12'' PREPARED FILL

UNDER NEW SLAB

10 MIL VAPOR

RETARDER

8" 7 3/4"

6"

MAX

6"

MAX

PER FIELD CONDITION

SAW-CUT SLAB

NEW 4000 PSI SLAB ON GRADE

TO MATCH EXIST

#6X1'-8'' MIN W/ HILTI

RE-500

ADHESIVE SYSTEM

W/8'' EMBED. @12'' OC

HOLES TO BE CLEANED

THOROUGHLY PRIOR TO

SETTING ADHESIVE

EXIST SLAB

PLUMBING PIPE,

SEE PLUMBING DWGS.

COMPACTED GRAVEL

FILL AROUND PIPE

MIN. 6'' COMPACTED

GRAVEL FILL UNDER NEW SLAB

NEW SLAB AT UNDERSLAB PLUMBING PIPE

LAP SPLICE

1' - 2"

LEGEND:

NEW TRENCH SYSTEM

EXISTING TRENCH SYSTEM

COLUMN FOUNDATION SCHEDULE

MARK DIAMETER DEPTH REINFORCEMENT

F2.5

F3.0

F3.5

F4.0

24''

24''

24''

24''

30''

36''

42''

48''

(6)#6 SPIRAL VERT. REINF. & #3@6'' O.C. TIE REINF.

(6)#6 SPIRAL VERT. REINF. & #3@6'' O.C. TIE REINF.

(6)#6 SPIRAL VERT. REINF. & #3@6'' O.C. TIE REINF.

(6)#6 SPIRAL VERT. REINF. & #3@6'' O.C. TIE REINF.

2' - 0"

3"

(6)#6 SPIRAL VERT. REINF.

#3@6'' O.C. TIE REINF.

COLUMN FOUNDATION PLAN VIEW

REINFORCING BAR DEVELOPMENT LENGTH(Ld) AND LAP SPLICE

SCHEDULE) (4000 PSI CONCRETE)

BAR SIZE

TOP (IN) OTHER (IN) TOP (IN) OTHER (IN)

BEAMS, COLS, WALLS, SLABS

MIN CONC COVER = 1-1/2"

WALLS AND SLABS

MIN CONC COVER = 3/4"

#3 28 22 19

#4 37 29 28

#5 47 36 31

#6 56 43 37

#7 81 63 54

#8 93 72 62

1. TABULATED VALUES ARE BASED ON 4000 PSI NORMAL WEIGHT CONCRETE.

FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.

FOR CONCRETE STRENGTHS OTHER THAN F'c = 4000 PSI, MULTIPLY VALUES BY 63.25 DIVIDED BY THE SQ. ROOT F'c.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR.

3. THIS SCHEDULE IS VALID ONLY FOR BARS WITH SPECIFIED COVER AND SPACED GREATER

THAN TWO TIMES (2X) THE INDICATED COVER DIMENSIONS PLUS ONE BAR DIAMETER.

4. FOR EPOXY COATED BARS, MULTIPLY THE TABULATED VALUES BY 1.5

NOTES

1' - 0" 3' - 6" 1' - 0"

/2

1 1/2"

" EXISTING CONCRETE

INFILL WALL

NEW CONCRETE WINDOW

LINTEL/JAM/SILL

W/ CYRSTALLINE ADMIXTURE

FOR WATERPROOFING

#4 X 64" VERTICAL

AND HORIZONTAL

EACH FACE

#4 X 28" DIAGONAL EACH FACE

#6 X 30" DOWEL BAR

EPOXY INTO EXISTING

WALL 6" W/ HILTI HIT-

RE 500 V3 (TYP)

#5 X 14" BENT BAR

EPOXY INTO EXISTING

WALL 5" W/ HILTI HIT-

RE 500 V3 (TYP)

@14" OC

S-101

S-101

CLR

1"

C L R

/2

EXISTING

WALL

NEW INFILL

EPOXY DOWEL

DAIGONAL BARS

HORIZONTAL BARS

C L R

/2

CLR

1 1/2" EXISTING

WALL

NEW INFILL

EPOXY DOWEL

DAIGONAL BARS

HORIZONTAL BARS

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:0

A

M

PARTIAL NEW FOUNDATION

PLAN

S-101 01/03/2024 Checker Author

N

1/4" = 1'-0"1 PARTIAL FIRST FLOOR/FOUNDATION PLAN

3/4" = 1'-0"2 TYPICAL SECTION - SLAB ON GRADE

3/4" = 1'-0"4 TYPICAL SLAB TRENCH REPAIR DETAIL > 3'-0" WIDE

3/4" = 1'-0"3 TYPICAL SLAB TRENCH REPAIR DETAIL < 3'-0" WIDE

3/4" = 1'-0"5 ELEVATION - WINDOW

3/4" = 1'-0"6 SECTION - WINDOW Copy 1

3/4" = 1'-0"7 SECTION - WINDOW Copy 2

NO. DESCRIPTION DATE

bob.davenport

S-102

6" CONCRETE LID W/ #5

@12" OC EW MID

1-1/2" HDG

METAL GRATE

MC8X22.8

MC8X22.8

W12X26

W12X26

W8X18

W8X18

W8X18

W8X18 W8X18

W X

W X

8 W

X

W X

W X

W X

W X

W X

W8X18

W8X18

[+10'-5"]

[+10'-5"]

[+9'-9"]

[+10'-5"]

[+10'-5"]

[+10'-5"]

W X

S-201

[+10'-5"]

[+10'-5"]

[+10'-5"]

[+10'-5"]

S-201

(+7'-3 1/2'')

S-201

S-201

S-201

S-201

SIM.

SIM.

SIM.

M

C X

.8

L X

X

/4

L X

X

/4

L X

X

/4

L X

X

/4

L X

X

/4

M C

X

.8

EQ EQ

EQ EQ

EQ EQ(+7'-3 1/2'')

/2

/2

L4X4X1/4 ALONG

FULL INSIDE

PERIMETER

2' - 10 3/4"

S-201

STEEL LADDER

SEE ELEVATION

1-1/2" HDG

METAL GRATE

STEEL LADDER

SEE ELEVATION

1-1/2" HDG

METAL GRATE

1-1/2" HDG

METAL GRATE

STEEL LADDER

SEE DETAIL

S-201

S-201

S-201

S-201

S-201

S-201

SIM.

S-201

SIM.

S-201

SIM.

S-201

SIM.

S-201

SIM.

S-201

SIM.

S-201

S-201

T/GRATE

+7'-3 1/2''

SIM. SIM.

RAILING, SEE DETAIL /8 S-201

RAILING, SEE DETAIL /8 S-201

RAILING, SEE

DETAIL /8 S-201

'TB-1' DENOTES 8''WIDE X 16'' DEEP

CONCRETE TIE BEAM W(2)#5 TOP & BOTT.

T/SLAB

+8'-4''

TB-1

T B

-1

TB-1

T B

-1

E Q

E Q

4' - 5 1/2"

S-202

S-202

S-202

2' - 6" 2' - 9"

W12X22

[+12'-9"]CANT W8X18

[+12'-9"][+12'-9"]

W X

S-201

W8X18

[+10'-5"]

W8X10

[+10'-5"]

W8X18

W8X18

[+10'-5"]

S-201

W8X18

2' - 5 3/4" 3' - 5 1/4" 3' - 11" 3' - 11 3/4" 3' - 5 1/4"

/4

/4

W8X18 [+12'-9"] W8X18 [+12'-9"]

W X

W X

NOTES:

1. ALL STEEL TO STEEL CONNECTIONS BY STEEL MFR.

2. PLATFORM BAR GRATING TO BE 1-1/2'' HEIGHT X 3/16'' THICK.

@ 19-W-4 SPACING (HOT DIPPED GALVANIZED).

4'' Ø SLEEVED HOLE

IN CONCRETE LID TO BE

CENTERED IN REBAR CAGE

SEE & EP-101/3 S-102

GAURDRAIL

SEE S-202

M

IN

6"

S-201

S-201

S-201

S-201

STACK

HSS2X2X1/4 RAILING POST

1-1/2" HDG STEEL GRATING

L3X3X1/4" ANGLE

MC CHANNEL

PER PLAN

HSS COLUMN

PER PLAN PL5/8X5X5

CAP PLATE

3/16

3/16

M A

X H

E

IG

H T

T/STEEL BEAM

+7'-3 1/2''

HSS TUBE

PER PLAN

T/SLAB

0'-0''

EXIST. STEEL JOIST

BOTT./JOIST

+15'-5 1/2''

PLAN VIEW

PLAN VIEW

EXIST. S.O.G

S E

E P

L A

N

S C

H E

D

C O

L U

M N

F O

U N

D A

T

IO

N D

E P

T H

1' - 0"

2'-0''

COLUMN FOUNDATION DIA.

WELL COMPACTED

SUBGRADE

NEW COLUMN

CONC. FDN.

SEE PLAN & SCHED.

FOR REINF.

"D

2-1/2" MIN

4d

"D

"D

180º BEND OFFSET BEND 90º BEND

M

IN

d

MAX SLOPE

"D" = BAR BEND DIAMETER

6d FOR #3 THRU #8 8d FOR #9, #10 AND #11

LEGEND

1-1/2" HDG STEEL GRATING

STEEL RAILING SEE DETAIL /8 S-201

STEEL LADDER

MOMENT CONNECTION SYMBOL

BOT/CEILING

+7'-9''

G.C. SHALL FASTEN TO EXIST.

WALL W/ (4) MIN. TAPCONS (TYP.)

8" x 12" CT FINISH

REGENCY 48'' SS WALL CABINET

ITEM # 600WCH1548

REGENCY 30''X48''X16 GAUGE

SS WORK TABLE WITH SINK

ITEM # 600ST3048LFT

BOT/CEILING

+7'-9''

REGENCY 48'' SS WALL CABINET

ITEM # 600WCH1548

REGENCY 30''X48''X16 GAUGE

SS WORK TABLE WITH SINK

ITEM # 600ST3048LFT

8" x 12" CT

FINISH

LIGHT FIXTURE

SEE ELECTRICAL

BOT/CEILING

+7'-9''

COLUMN BEYOND

REGENCY 48'' SS WALL CABINET

ITEM # 600WCH1548

REGENCY 30''X48''X16 GAUGE

SS WORK TABLE WITH SINK

ITEM # 600ST3048LFT

8" x 12" CT FINISH

BOT/CEILING

+7'-9''

DOOR OPENING

1' - 0"1' - 0"1' - 0" 1' - 0"

4'' Ø SLEEVED HOLE

IN CONCRETE LID TO BE

CENTERED IN REBAR CAGE

CONCRETE LID

SEE PLAN

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:0

A

M

PARTIAL ROOF PLANS

S-102

01/03/2024 SGP RGD

N

1/4" = 1'-0"1 PARTIAL ROOF FRAMING PLAN

3/4" = 1'-0"2 SECTION AT CATWALK

1 1/2" = 1'-0"4 TYPICAL BAR BENDING DETAILS

3/4" = 1'-0"6 LAB ELEVATION

3/4" = 1'-0"7 LAB ELEVATION

3/4" = 1'-0"8 LAB ELEVATION

3/4" = 1'-0"9 LAB ELEVATION

NOTE:

AFTER DEMO OF ELECTRICAL

INFRASTRUCTURE ST OLD ELECTRICAL

CLOSET (NEW LAB) GC SHALL PARGE AND

PATCH ALL WALLS TYPICAL TO MATCH

EXISTING

SEE ELECTRICAL DRAWINGS FOR

ELECTRICAL INFRASTRUCTURAL

DEMOLITION REQUIREMENTS

3/4" = 1'-0"3 LID OPENING DETAIL

NO. DESCRIPTION DATE

bob.davenport

6"

1/2"

SHEET PILE

BY OTHERS

1-1/2" HDG STEEL GRATE

2' - 0"

C L R

C L R

2' - 3"

EXISTING PAD

TO REMAIN

EXISTING SLAB

SLAB REPAIR PER

PLAN NOTES

#5 REBAR @ 12'' O.C.

EA. WAY.

EXIST. BAR GRATING

10 MIL VAPOR

BARRIEREXISTING

TROUGH

#5 @ 12" OC EW T&B

W/ HOOK EACH END

M

IN6

1-1/2" HDG STEEL GRATE

C L R

M

IN6

2' - 0"

1' - 2"

COMPACTED SUBGRADE

10 MIL VAPOR

RETARDER

C L R

C L R

/2

1/2" EXPANSION

JOINT

SOG PER

PLAN NOTES

EXISTING CMU WALL

EXISTING THICKENED

EDGE/ FOOTING

1-1/2" HDG

STEEL GRATE

CONT. L1-1/2X1-1/2X1/4 W/ 1/2'' DIA

SHEAR STUD @ 12'' O.C. (TYP. AT NEW

TRENCH)

FUEL OIL PIPES BY OTHERS

C-CLAMP FASTENED W/ (2)1/4''

SIMPSON TITEN SS SCREWS

@ 24' O.C. W/ 1-1/2'' EMBED.

DEMOLITION

WALL TO BE DEMOLISHED IN

AREA WHERE FLOOR IS TO

REMAIN. THE WALL IS TO BE

TESTED FOR ASBESTOS AND

LEAD BEFORE DEMOLITION

AND DEALT WITH

ACCORDINGLY

CHIP DOWN TO 1/2" BELOW

GRADE WITH ROUGHNESS ± 1/8"

EXIST.

COLUMN

EXIST WALL

FOUNDATION

SEE

CONCRETE WALL

CW-1

TIE BEAM

PER PLAN

SEE SHEET S-100 FOR REINF.

SEE SHEET S-100 FOR REINF.

LINE OF SLAB BEYOND

(6'' SLAB, TYP.)

LINE OF WALL BEYOND

(6'' CONC. WALL TYP.)

REPAIR

PATCH AREA WITH SIKADUR

BONDING AGENT AND

SIKAQUICK

EXISTING/ DEMO

EXISTING

SCREEN TO BE

REMOVED

L A

P S

P L

IC

E

INFILL SECTION

INFILL ELEVATION

CONCRETE INFILL

W/ #5 @ 10" OC EW

EPOXY INTO MIDDLE OF WALL

(DO NOT CUT EXISTING REBAR)

6" EMBED W/ HILTI HIT-RE 500V3

DOWEL BARS TO MATCH INFILL

EPOXY INTO EXISTING COLUMN

6" EMBED W/ HILTI HIT RE 500 V3

EXISTING

SCREEN TO

REMAIN

TWO PANEL (SEE PHOTOS)

4' - 8" V.I.F.

ADDITIONAL #5 AROUND COLLER

1-1/12" FROM EDGE OF

CONCRETE ALL AROUND AT 45°

TO STD REBAR EXTEND 8"

BEYOND HOLE

EXIST. WALL

EXIST. WALL

2' - 0"

CONC. WALL

SEE PLAN

FDN. REINF.

SEE PLAN NOTES

#5 DOWEL W/ STD. HOOK

TO MATCH WALL REINF.

R E

C E

S S

6'' S.O.G

SEE PLAN

MARBLE

SADDLE

CERAMIC TILE

FINISH

WATER PROOF

MEMBRANE

ZURN ZS880

LINEAR DRAIN

DRAIN BOBY

M

IN

1' - 2"

10 MIL VAPER

RETARDER

EXISTING CMU WALL

COMPACTED

SUBGRADE

#5 X CONTINUOUS W/

CORNER BARS

#5 BENT BAR W

STD 90° HOOK

@ 12" OC #5 X CONTINUOUS W/

CORNER BARS (TYP)

DOWEL BAR W/ STD

90° HOOK EPOXY

INTO EXISTING @

12" OC

(2) 4'' SLEEVES

G.C TO CORE

MIN

6"

1" DIAMETER PIPE

(SEE MECH)

4"4"

6"

1-1/2" HDG STEEL GRATE

C L R

EXIST WALL &

FTG TO REMAIN

WATERPROOF

EXPANSION MATERIAL

(2) 1" DIAMETER PIPE

W/ 2" PIPE SLEEVE

(SEE MECH)

GRADE

PIPE TRENCH

S-2008

WATERSTOP

SLEEVED WATERPROOF

EXPANSION MATERIAL

WALL MOUNTED PIPE

SUPPORT (SEE MECH)

#5 X CONTINUOUS W/

CORNER BARS

#5 BENT BAR W

STD 90° HOOK

@ 12" OC

10 MIL VAPOR

RETARDER

COMPACTED SUBGRADE

1-1/2" HDG STEEL

GRATE

EXIST. SLABNEW 6'' CONC. SLAB

QUELLMAX WATERSTOP WHERE

EXIST. TRENCH SLAB/WALL MEETS

NEW TRECH CONC. SLAB/WALL

1/2" EXPANSION

JOINT

EXIST. SLAB

EXIST. FDN.

1/2'' EXP. JOINT1-1/2" HDG STEEL

GRATE

COMPACTED SUBGRADE

CJ

C J

C J

CJ

C L R

(2) - #4 X 4'-0"

AT SLAB MID-DEPTH

(2) - #4 X 4'-0"

AT SLAB MID-DEPTH

OPENING OR SLAB DEPRESSION

O P

E N

IN

G

O R

S L A

B D

E P

R E

S S

IO

N

RE-ENTRANT

CORNER

2" C

LR

3"

(2) - #4 X 4'-0" AT SLAB MID-DEPTH

AT ALL RE-ENTRANT CORNERS

NOT ALIGNED WITH CONTROL

JOINTS

NEW HSS STEEL COLUMN

SEE PLAN

EXIST. S.O.G

S E

E P

L A

N

S C

H E

D

C O

L U

M N

F O

U N

D A

T

IO

N D

E P

T H

1' - 0"

2'-0''

COLUMN FOUNDATION DIA.

WELL COMPACTED

SUBGRADE

NEW COLUMN

CONC. FDN.

SEE PLAN & SCHED.

FOR REINF.

#5 DOWEL X 2'-2'' LG.

W/ STD. HOOK AT END

W/ 8'' EMBED INTO EXIST.

SLAB USING HILTI RE500

EPOXY ADHESIVE SYSTEM

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:1

A

M

DETAILS / SECTIONS

S-200

01/03/2024 SGP RGD

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

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

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

3/4" = 1'-0"7 SECTION

3/4" = 1'-0"10 SHORT WALL DEMO

3/4" = 1'-0"6 ROOM ELEVATION

3/4" = 1'-0"11 SHORT WALL REPAIR

3/4" = 1'-0"17 WINDOW DEMO

3/4" = 1'-0"14 WINDOW INFILL

3/4" = 1'-0"9 SECTION

3/4" = 1'-0"8 SECTION

3/4" = 1'-0"12 PIPE CROSS SECTION TYP

3/4" = 1'-0"2 SLAB SECTION

3/4" = 1'-0"15 SECTION

3/4" = 1'-0"13 SECTION

3/4" = 1'-0"16 SECTION

3/4" = 1'-0"18 PLAN VIEW - RE-ENTRANT CORNER REQUIRED REINFORCING

3/4" = 1'-0"5 TYP. STEEL COLUMN FOUNDATION DETAIL

NO. DESCRIPTION DATE

bob.davenport ø 4' - 8"

/4

3' - 8"

4"

EXISTING STEEL BEAM

FLEX DUCT

PER MECHANICAL

V.I.F.

PORTION OF EXIST. PLATFORM

RAIL TO BE REMOVED

SMALL SUPPORT

BEAM PER MANUF.

SEE SHEET S-101 FOR

STRUCTURAL SUPPORT

MEMBER

NEW ECONOMIZER

(SEE MECH)

T/ EXIST.

PLATFORM

+8'-5''

T/STEEL BM.

+9'-2 1/2''

B/EXIST. BM.

+14'-3''

NEW ECONOMIZER

(SEE MECH)

BOILER BELOW

EXIST CATWALK PLATFORM

GRATE TO REMAIN

BEAM

PER PLAN

BEAM

PER PLAN

BEAM

PER PLAN

BEAM

PER PLAN

CHANNEL

PER PLAN

RAILING POST

PER PLAN

3' - 8"

PORTION OF EXIST. PLATFORM

RAIL TO BE REMOVED (V.I.F.)

S-201

3' - 0"

L2-1/2 X1-1/2 X 3/16

3/16 2:12

HEAT RECOVERY UNIT

PER MECHANICAL

T/BEAM

+9' - 2 1/2"

B/BEAM

+ 8'-6 1/2"

BOILER

L4X4X1/4X0'-5-1/2"

(2) 3/4" A325 THRU

BOLTS

B/ EXIST. BEAM

+14' - 3"

T/BOILER VIF

+ 8'-4 1/4"

STEEL LADDER

SEE ELEVATION

L3X3X1/4 X 6'' LG.

T/PLATFORM

+ 8'-5"

M A

X H

E

IG

H T

B/ EXIST. BEAM

+14' - 11"

SMALL SUPPORT BEAMS

PER ECONOMIZER MANUF.

STEEL BEAM

SEE PLAN

#4 @ 12" OC EPOXY INTO

EXISTING CONCRETE WALL

4 1/2" EMBED WITH HILTI

HIT-RE 500 V3.

NEW CONCRETE WALL

PER PLAN

TIE BEAM

PER PLAN

PER SCHEDULE

LAP SPLICE

T/SLAB

+8'-4''

6"

NEW STEEL BEAM

SEE PLAN

NEW STEEL COLUMN

SEE PLAN

NEW STEEL COLUMN

SEE PLAN

TOP OF SLAB

T/STEEL BM.

SEE PLAN

T/SLAB

+0'-0''

M

IN

ANGLE BRACE FOR MOMENT

CONNECTION BY STEEL MFR.

TYP.

HSS2X2X1/4

HSS2X2X1/4

H S

S X

X

/4

H S

S X

X

/4

STEEL BEAM

SEE PLAN

T Y

P

IC

A L

M A

X H

E

IG

H T

4' - 0" MAX. SPACING

3/16

TYP.

3/16

TYP.

T/STEEL BEAM

SEE PLAN

1' - 6"3" 3"

T/STEEL BEAM

+7'-4'' H

S S

X

X

/4

H S

S X

X

/4

HSS2X2X1/4 HSS2X2X1/4

NEW OR EXIST. SLAB

SEE PLAN

L4X4X1/4 X 6'' LG. W/ (2) 1/4''

TITEN TURBO SCREWS (2'' EMBED)

& (1) 3/4'' DIA ANCHOR BOLT IN

SLOTTED HOLE

3/16

1/2'' THK. X 3'' WIDE

STEEL PLATE

1'' DIA STEEL ROD

S P

A C

IN

G

M A

X

3/16

STEEL BEAM

SEE PLAN

T/SLAB

SEE PLAN

L3X3X1/4 X 5-1/2'' LG.

A

A

SECTION A-A

L3X3X1/4 X 5-1/2'' LG.

HSS2X2X1/4 HSS2X2X1/4

HSS TUBE

PER PLAN

H S

S X

X

/4

HSS2X2X1/4

HSS2X2X1/4

H S

S X

X

/4

S-201

8 SIM.

S-102

SIM.

T Y

P

1' - 6"3" 3"

T/STEEL BEAM

+9'-2 1/2''

H S

S X

X

/4

H S

S X

X

/4

HSS2X2X1/4 HSS2X2X1/4

NEW OR EXIST. SLAB

SEE PLAN

L4X4X1/4 X 6'' LG. W/ (2) 1/4''

TITEN TURBO SCREWS (2'' EMBED) &

(1) 3/4'' DIA ANCHOR BOLT IN SLOTTED HOLE

1 1/2" 3" 1 1/2"

3"

3/16

1/2'' THK. X 3'' WIDE

STEEL PLATE

1'' DIA STEEL ROD

S P

A C

IN

G

M A

X

3/16

TYP.

STEEL BEAM

SEE PLAN

T/SLAB

SEE PLAN

H S

S X

X

/4

H S

S X

X

/4

L3X3X1/4 X 6'' LG.

F R

O M

T O

P O

F G

R A

T E

M A

X H

E

IG

H T

2' - 0"

S-201

EXIST. CONC.

PARAPET WALL

S.S. 304 WIRE

ROPE CLIP

3/8''X6'' S.S. 316 EYE

BOLT/WITH CONCRETE

EXPANSION

S.S. 304 WIRE

ROPE CLIP

1/2''X6'' S.S. 316

EYE/EYE TURNBUCKLE

1/4''X7X19 S.S. 304

WIRE ROPE

SPLIT CLAMP

FLANGE PER MFR.

DESIGN (2 MIN.)

1/4''X7X19 S.S. 304

WIRE ROPE

S.S. 304 WIRE

ROPE CLIP

S.S. 304 THIMBLES

STORM COLLAR

STACK

CONNECTION TO CONCRETE

CONNECTION TO STEEL

EXIST. STEEL

MEMBER

3/8''X6'' S.S. 316 EYE

BOLT/WITH DOUBLE

WASHER AND NUT

T/STEEL BEAM

SEE PLAN

H S

S X

X

/4

EXIST. LOUVERS

STEEL BEAM

SEE PLAN

NOTE: FOR INFO MISSING

REFER TO DETAIL/5 S-201

F R

O M

T O

P O

F G

R A

T E

M A

X H

E

IG

H T

H S

S X

X

/4

HSS2X2X1/4

EXIST. CONC. WALLCLR.

1"

L4X4X1/4 X 6'' LG. W/ (2) 1/4''

TITEN TURBO SCREWS (2'' EMBED) &

(1) 3/4'' DIA ANCHOR BOLT IN SLOTTED HOLE

ON EITHER SIDE OF THE LADDER

/2

/2

E Q

E Q

FOR STEEL PLATE TO

FLOOR SLAB CONN.

REFER TO DETAIL

1/2'' THK. X 3'' WIDE

STEEL PLATE

1'' DIA STEEL ROD

/5 S-201

S P

A C

IN

G

M A

X

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:1

A

M

DETAILS / SECTIONS

S-201 01/03/2024 Checker Author

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

3/4" = 1'-0"2 ECONOMIZER PLAN

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

3/4" = 1'-0"9 ROOM SECTION

1/2" = 1'-0"4 ELEVATION

3/4" = 1'-0"8 RAILING ELEVATION (MID SPAN TYP.)

3/4" = 1'-0"6 LADDER ELEVATION AT CATWALK

3/4" = 1'-0"5 LADDER ELEVATION AT ECONOMIZER

3/4" = 1'-0"10 CABLE DETAIL

3/4" = 1'-0"7 LADDER ELEVATION AT ECONOMIZER

NO. DESCRIPTION DATE

bob.davenport

4"

PL1/4X4X6 W/(2)

1/2'' Ø AWS STUDS

(5'' EMBED.)

/2

/2

2" 2"

2"

M

IN

/2

4"

PL1/4X4X6 W/(2)

1/2'' Ø AWS STUDS

(5'' EMBED.)

/2

/2

2"2"

2"

M

IN

/2

#4 @ 12" OC EPOXY INTO

EXISTING CONCRETE WALL

W/ 4-1/2" EMBED WITH HILTI

HIT-RE 500 V3.

TIE BEAM

PER PLAN

EXIST. CONC. WALL

NEW 8'' CONC. WALL

SEE PLAN

HSS2X2X1/4

HSS2X2X1/4

HSS2X2X1/4

HSS2X2X1/4

H S

S X

X

/4

H S

S X

X

/4

H S

S X

X

/4

GUARDRAIL

T Y

P

HSS2X2X1/4

HSS2X2X1/4

H S

S X

X

/4

H S

S X

X

/4

GUARDRAIL

#4 @ 12" OC EPOXY INTO

EXISTING CONCRETE WALL

W/ 4-1/2" EMBED WITH HILTI

HIT-RE 500 V3.

TIE BEAM

PER PLAN

EXIST. CONC.

COLUMN

NEW 8'' CONC. WALL

SEE PLAN

HSS2X2X1/4

HSS2X2X1/4

H S

S X

X

/4

H S

S X

X

/4

DOOR OPENING

GRAINGER D LINK PLATE ANCHOR

W/ (2) 1/2'' TITEN HD SCREWS (3-1/4'' EMBED.)

STEEL CHAIN

WELDED TO HSS

TUBE ON LEFT

GUARDRAIL

COMPACTED

SUBGRADE

SOG PER

PLAN NOTES

EXISTING CMU WALL

EXISTING THICKENED

EDGE/ FOOTING

HSS TUBE COLUMN

SEE PLAN

PL5/8X12X12 W/(4)

1/2''Ø ANCHOR

BOLTS (8'' EMBED.)

1' - 6"

1'-6''X4'-0'' CONC. FDN.

W/(3)#6 LONG. REINF.

& (6)#6 TRANS. REINF.

TOP & BOTT.

3/16

LEGEND

F FLUSH

NV NARROW VIEW

HG HALF GLASS

G GLASS

OH OVERHEAD/COILING

BF BI-FOLD

ST STOREFRONT ALUMINUM & GLASS

VERIFY MOUNTING HEIGHT OF HARDWARE SO THAT

PANIC DEVICES DO NOT CROSS GLASS

WIRE WIRE GLASS (1/4'' MIN. THICKNESS)

TEMP TEMPERED GLASS (1/4'' MIN. THICKNESS)

LAM LAMINATED GLASS (9/16'' MIN. THICKNESS) FOR

DADE COUNTY PRODUCT APPROVAL FOR LARGE

MISSILE IMPACT FOR EXTERIOR GLAZING.

WD WOOD (SOLID CORE)

LL LEAD-LINED

HM HOLLOW METAL

AL ALUMINUM

LG LEADED GLASS

L LEADED LINED WOOD

PLAM PLASTIC LAMINATE

MANUFACTURERS:

GLY GLYNN JOHNSON

HAG HAGAR

IVE IVES

LCN LCN

SCH SCHLAGE

20M 20 MINUTE FIRE RATED LABEL

45C 45 MINUTE FIRE RATED LABEL

90B 90 MINUTE FIRE RATED LABEL

180A 180 MINUTE FIRE RATED LABEL

DOOR AND FRAME SCHEDULE - NOTES

1. THE CONTRACTOR SHALL CAREFULLY STUDY ANND COMPARE THE CONTRACT DOCUMENTS AND THIS SCHEDULE AND SHALL REPORT IN WRITING TO THE ARCHITECT ANY ERROR, INCONSISTANCY OR OMISSION THAT HE MAY DISCOVER.

2. ALL FRAMES SHALL BE CAULKED CONTINUOUSLY TO THE WALL ON BOTH SIDES.

3. DOOR SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED.

LOCKS, IF PROVIDED SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR EFFORT FOR OPERATION

FROM THE INSIDE OF THE BUILDING AS PER NFPD.101 5-2.1.5.

4. ALL HOLLOW METAL FRAMES SHALL BE WELDED CONSTRUCTION, 'KNOCK-DOWN' TYPE HOLLOW METAL FRAMES WILL NOT

BE ALLOWED.

5. ALL TOP OF HOLLOW METAL FRAMES (DOORS & GLASS OPENINGS) TO ALIGN. FOR ADDITIONAL HORIZONTAL MULLIONS TO

GLASS OPENING FRAMES REFER TO INTERIOR ELEVATIONS AS NOTED ON THE DRAWINGS.

6. ALL EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED.

7. ALL DOOR AND FRAME TO BE PAINTED (SEE SPECS.)

8. VERIFY WITH OWNER HARDWARE STANDARDS. MATCH ALL OWNER STANDARDS.

9. ALL DOORS SHALL HAVE STOPS. (GYNN-JOHNSON 50C WALL &/OR FB-13 FLOOR)

10. ALL LATCHES SHALL BE LEVER.

11. ALL HARDWARE SHALL HAVE 626 SATIN CHROMIUM FINISH OR FINISH AS SELECTED BY OWNER.

12. ALL DOORS EXISTING AND NEW KEYED DOORS SHALL RECEIVE NEW LOCK CORES AND SHALL BE KEYED TO MASTER.

PROVIDE OWNER WITH 10 MASTER KEYS.

13. PROVIDE AND INSTALL BRUSHED S.S.KICK PLATES ON ALL PUSH SIDES OF DOORS 10' HIGH 2' L.D.W.

14. DOORS TO BE LOCKED BY ELECTRIFIED PANIC HARDWARE DEVICE TO PROVIDE POSITIVE LATCHING ON FIRE RATED DOOR.

LOCATE CARD READER ON STRIKE SIDE AND CONNECT TO ELECTRIC PANIC TO PROVIDE ENTRY. EGRESS WILL BE BY PANIC

FUNCTION AT ALL TIMES.

PRODUCT

SPECIFIED

MANUFACTURER

1. HINGES HAGER

2. LOCKS & LATCHES SCHLAGE

3. CYLINDERS, KEYS, KEYING SCHLAGE

4. EXIT DEVICES VON DURPIN

5. DOOR CLOSERS LCN

6. AUTO OPERATORS STANLEY

7. DH STOPS/HOLDERS GLYNN JOHNSON

8. MAGNETIC HOLD OPENS LCN

9. WALL STOPS/FLOOR STOPS, ROCKWOOD

FLUSHBOLTS

10. KICK PLATES ROCKWOOD

11. THRESHOLD/WEATHER-STRIP NATIONAL GUARD

12. SILENCERS IVES

13. COORDINATORS ROCKWOOD

14. ASTRAGALS PEMKO

HARDWWARE SCHEDULE AND NOTES

SET NO.1

DOORS: B & C

3 - HINGES - 41/2''X41/2'' - BB1279 NRP

1 - STOREROOM LOCK - D80PD

2 - CLOSER - 4041

2 - SILENCERS - SR64

1 - WEATHER STRIPING - 160SDKB - 1-102A, 1-103A, R-100A ONLY

SET NO.2

DOOR: A

3 - HINGES - 41/2''X41/2'' - BB1279 NRP

1 - CLOSER - 4041

3 - SILENCERS - SR64

1 - FLOOR STOP - 441

1 - PRIVACY SET - D405

DOOR AND FRAME SCHEDULE

DOOR DOOR HARDWARE

MARK

SIZE

WIDTH HEIGHT THICK MAT TYPE GLASS

UNDER

CUT

FRAME

MAT TYPE

DETAILS ON S-202

JAMB HEAD SILL

FIRE

RATING

LABEL

SET

NO.

KEYSIDE

SPACE

REMARKS

A

B

C

3'-0'' 7'-0'' 1-3/4''

3'-0'' 7'-0'' 1-3/4''

3'-0'' 7'-0'' 1-3/4''

HM

HM

HM

F

NV

F

WIRE

1''

HM

HM

HM

S

S

S EXT

EXT

EXT7 7

7 7

7 7

PROVIDE WEATHERSTRIPPING

PROVIDE WEATHERSTRIPPING

10" 3"

DOOR TYPES

LV F NV

DOOR FRAME TYPES

S

SINGLE DOOR H.M. FRAME

T Y

P

HEAD

FILL CELL SOLID

W/ CONCRETE

TYP.

2"

MIN. (3) MASONRY

ANCHORS PER JAMB.

FILL SOLID W/ GROUT.

JAMB

8''X8'' OR 12''X12'' PRECAST

CONCRETE LINTEL, MIN. 8''

BEARING PER JAMB. OR

BOND BEAM

#5 REBAR

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD (100% CD) SUBMITTAL 01-03-2024

CD-FINAL (100% CD)

SUBMITTAL

10 CALLE CASIA - ADM. BLDG.

SUITE 4M456

672-20-602

FULLY SPRINKLERED

REPLACE BOILER #2 AND

CORRECT BOILER PLAN

DEFICIENCIES

/3

/2

:0

:1

A

M

DETAILS / SECTIONS

S-202 01/03/2024 Checker Author

1 1/2" = 1'-0"1 PLAN VIEW / CONCRETE LID

1 1/2" = 1'-0"2 PLAN VIEW / CONCRETE LID

3/4" = 1'-0"3 CONC LID ELEVATION 1

3/4" = 1'-0"4 CONC LID ELEVATION 2

3/4" = 1'-0"5 CONC LID ELEVATION 3

3/4" = 1'-0"6 SECTION

1 1/2" = 1'-0"7 TYPICAL INTERIOR HM DOOR FRAME AT CMU WALL

NO. DESCRIPTION DATE

bob.davenport

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

3' -4

M

A X4'

4'

4" 6'

FULL LENGTH MIRROR

(FMR)

PAPER TOWEL

DISPENSER WALL MTD

(PTD)

ROBE HOOK

(RH)

SOAP DISPENSER

SURFACE

(SD)

SANITARY NAPKIN

DISPOSAL UNIT

SURFACE MTD

(WOMEN'S ONLY)

(SNWS)

COMBINATION PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE (PTWR)

T O

C O

IN

S

LO

T

4'

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

(SNV)

D

IS

P E

N S

E R

S

LO

T

3'

TOILET SEAT COVER

DISPENSER

SURFACE MTD

(SCDS)

6'

SHOWER CURTAIN ROD

(SCR)

T O

B O

T T

O M

3' -4

M

A X

SOAP DISH

SURFACE MTD

(SDS)

4'

TOWEL BAR

(TB)

4'

TOWEL PIN

(TP)

4' -0

M

A X

3' -0

M

IN

WARM-AIR DRYER

(WAD)

4'

6'

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

U F

C G

U

ID

E

LI

N E

2'

4' -0

M

A X

3' -4

M

IN

4' -0

M

A X

3' -4

M

IN

3' -4

A

B O

V E

F

IN

IS

H

F

LO

O R

T O

B O

T T

O M

O F

R E

F L

S U

R F

A C

E

MIRROR

(MR)

TOILET PAPER

DISPENSER

(TPD)

T O

'-0

M

A X

1' -3

M

IN

VARIES FROM 3'-4"

HEIGHT FOR MAX 6"

DEPTH, TO 4'-0" HEIGHT

FOR MAX 1/2" DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

7" 1'

1' - 3 3/16"

ELEV A1

1'

3'

4' - 0"

6" 3' - 0" 6"

3'

3'

6'

7' -0

M

IN

IN

S H

O W

E R

S T

A

LL

6'

6 1/16" 1' - 6"

2'

SLIDE BAR

GRAB BAR

VERIFY

LOCATION

SOAP HOLDER

(RECESSED)

CONTROLS

THERMOMETER

(SCI ONLY)

CURTAIN ROD

SHOWER HEAD

VACUUM BREAKER

GRAB

BARS

GRAB BAR

SHOWER

CURTAIN

4' - 0"

3'

3'

6'

7' -0

M

IN

IN

S H

O W

E R

S T

A

LL

6'

2'

SLIDE BAR

SOAP HOLDER

(RECESSED)

CONTROLS

CURTAIN ROD

SHOWER HEAD

VACUUM BREAKER

GRAB

B…