Attachment 6 - Structural Drawings.pdf

CODES

2019 CALIFORNIA BUILDING CODE

VA SEISMIC DESIGN REQUIREMENTS H-18-8

RISK CATEGORY TYPE IV

ROOF LOAD

DEAD LOADS X PSF

LIVE LOAD X PSF

THIRD AND SIXTH FLOOR LOADS

DEAD LOADS 64 PSF

LIVE LOADS 60 PSF

WALL LOADS

9" CONCRETE WALL DEAD LOADS 112.5 PSF

8" CONCRETE WALL DEAD LOADS 100 PSF

SEISMIC LOADING CRITERIA

SEISMIC IMPORTANCE FACTOR, Ie 1.5

MAPPED SPECTRAL ACCELERATION, MCE:

a. Ss 0.584

b. S1 0.227

SPECTRAL RESPONSE COEFFICIENT:

a. Fa 1.333

b. Fv 2.146

MAXIMUM CONSIDERED EARTHQUAKE RESPONSE ACCELERATIONS:

a. Sms 0.778

b. Sm1 0.487

DESIGN SPECTRAL RESPONSE ACCELERATIONS:

a. Sds 0.519

b. Sd1 0.325

SEISMIC DESIGN CATEGORY D

WIND LOADING CRITERIA:

BASIC WIND SPEED 105 MPH

WIND DIRECTIONALITY FACE, Kd 0.85

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, Kzt 1.00 GROUND ELEVATION FACTOR, Ke 1.00 VELOCITY PRESSURE EXPOSURE COEFFICENT, Kz 1.24

C&C DESIGN WALL WIND LOADS, Pnet 38 PSF

A.B. ANCHOR BOLT

ABV. ABOVE

A.C.I. AMERICAN CONCRETE INSTITUTE

ADDL. ADDITIONAL

A.E.S.A. ARCHITECTURAL EXPOSED STEEL

A.F.P.A. AMERICAN FOREST AND PAPER

ASSOCIATION

A.I.S.C. AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

A.I.T.C. AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION

ALT. ALTERNATE

A.P.A. AMERICAN PLYWOOD

ASSOCIATION

ARCH. ARCHITECT(URAL)

A.E.S.S. ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

A.S.C.E. AMERICAN SOCIETY OF CIVIL

ENGINEERS

A.S.T.M. AMERICAN SOCIETY FOR TESTING

& MATERIALS

A.W.S. AMERICAN WELDING SOCIETY

BLDG. BUILDING

BLK., BLKG., BLOCK, BLOCKING

BM. BEAM

B.O. BOTTOM OF

BOT. BOTTOM

C CHANNEL

C.B.C. CALIFORNIA BUILDING CODE

CDX C-D EXPOSURE 1

C.J. CONSTRUCTION JOINT

CL CENTERLINE

CLG. CEILING

CLR. CLEAR

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CTSK. COUNTERSINK

d PENNY NAILS

DBL. DOUBLE

DEMO. DEMOLISH

DET., DTL. DETAIL

DF DOUGLAS FIR

DIA., Ø DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DL DEAD LOAD

DO DITTO / DO OVER

DP DEEP

D.S.A. DEPARTMENT OF STATE

ARCHITECT

DWG DRAWING

(E) EXISTING

EA. EACH

ELEV. ELEVATION

E.N. EDGE NAILING

ENGR. ENGINEER

EQ. EQUAL

EQUIP. EQUIPMENT

EXP. EXPANSION

E.W. EACH WAY

FDN. FOUNDATION

F.E.M.A. FEDERAL EMERGENCY

MANAGEMENT AGENCY

F.F. FINISH FLOOR

FIN. FINISH

FLR. FLOOR

F.N. FIELD NAILING

FRMG. FRAMING

FT., FTG. FOOT, FOOTING

F.V. FIELD VERIFY

GA. GAUGE

GALV. GALVANIZED

GLB GLUE LAMINATED BEAM

H.D. HOLDOWN

HDR. HEADER

HGR. HANGER

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

HT. HEIGHT

I.B.C. INTERNATIONAL BUILDING CODE

I.C.C. INTERNATIONAL CODE COUNCIL

IN INCH

I.D. INSIDE DIAMETER

INT. INTERIOR

I.R. INTERPRETATION OF

REGULATIONS

JST. JOIST

K KIPS

KSI KIPS PER SQUARE INCH

L ANGLE

LBS, # POUNDS (XXX LBS, XXX#)

LL LIVE LOAD

LLV(LLH) LONG LEG VERTICAL (HORIZ.)

LOC. LOCATION

LSL LAMINATED STRAND LUMBER

LT. WT. LIGHT WEIGHT

LVL LAMINATED VENEER LUMBER

MAS. MASONRY

MAX. MAXIMUM

M.B. MACHINE BOLT

MFR MANUFACTURER

MIN. MINIMUM

M.S.R. MACHINE STRESS RATED

MTL. METAL

(N) NEW

NO., # NUMBER, (NO. XX, #XX)

N.T.S. NOT TO SCALE

O/, o/ OVER

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OPNG. OPENING

OP. OPPOSITE

OSB ORIENTED STRAND BOARD

O.S.H.P.D. OFFICE OF STATEWIDE HEALTH

PLANNING AND DEVELOPMENT

PL. PLATE

P.T. PRESSURE TREATED

PLYWD. PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF. REINFORCING

REQD. REQUIRED

RM. ROOM

SCHED. SCHEDULE

SHTG. SHEATHING

SHT. SHEET

SIM. SIMILAR

SMS SHEET METAL SCREWS

SPEC. SPECIFICATION

SQ. SQUARE

STGR. STAGGER

STD. STANDARD

STIFF. STIFFENER

STL. STEEL

STRUCT. STRUCTURAL

SYM. SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK. THICK

TL TOTAL LOAD

T.O. TOP OF

TYP. TYPICAL

U.N.O., U.O.N. UNLESS NOTED OTHERWISE

VERT. VERTICAL

W/, W/O WITH, WITH OUT

WD WOOD

W.F. WIDE FLANGE

W.C.L.I.B. WEST COAST LUMBER

INSPECTION BUREAU

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

W.W.A. WELDED WIRE MESH

W.W.P.A. WESTERN WOOD PRODUCTS

ASSOCIATION

-STEEL

-MASONRY

-AGGREGATE

-WOOD BLOCK

-NATIVE SOIL

-ENGINEERED FILL

-GROUT

-CONCRETE

-CONTINUOUS WOOD MEMBER

-DETAIL

-SECTION

X

XX

X

XX

DETAIL NUMBER

SHEET NUMBER

-ELEVATION

X

XX

SECTION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

1. ANY SUBSTITUTIONS FOR STRUCTURAL ITEMS ON APPROVED PLANS SHALL BE REVIEWED

BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO USE. REVIEW WILL BE BILLED ON

A TIME AND MATERIALS BASIS TO CONTRACTOR WITH NO GUARANTEE THE SUBSTITUTION

WILL BE ALLOWED.

2. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY U.N.O. DETAILS OF CONSTRUCTION

NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS.

U.N.O.

3. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS IN DRAWINGS ARE NOT CLEAR, OR

DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER.

4. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND

SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND OTHER

SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS.

5. SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF

BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON

STRUCTURAL DRAWINGS.

6. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ACCEPTED LOCAL

GOVERNING CODES OF THE PARTICULAR AREA.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT AND SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR CONDITIONS

OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

8. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S

PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE

CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

9. CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION

SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY

THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF

CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY

CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND

SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL

NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

10. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY

REQUIREMENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION.

11. SHOP DRAWINGS:

· SHOP DRAWINGS SHALL BE SUBMITTED PER PROJECT SPECIFICATIONS.

· PRIOR TO SUBMISSION, THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE APPROVED DOCUMENTS AND SHALL STAMP SUBMITTALS AS

BEING "REVIEWED FOR CONFORMANCE" TO APPROVED CONTRACT DOCUMENTS.

· THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO

DEMONSTRATE TO THE DESIGN TEAM THAT HE AND THE SUBCONTRACTOR UNDERSTAND

THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND

INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS

TO USE.

· DESIGN DOCUMENTS ARE NOT SHOP DRAWINGS AND SHALL NOT BE SUBMITTED AS SUCH.

12. ALL NOTES SPECIFIED ON PLANS AND IN DETAILS WITH THE WORD "TYPICAL" FOLLOWED

BY BOLD AND UNDERLINED TEXT REFER TO THE TYPICAL PROJECT DETAILS ON S1 SERIES

SHEETS. TYPICAL DETAILS ARE NOT SPECIFICALLY REFERENCED ON PLANS AND

SPECIFIC DETAIL U.N.O.

1. THESE NOTES GOVERN ALL CONDITIONS CALLED OUT ON THE PLANS AS "SHOT PINS" UNLESS

SPECIFICALLY NOTED OTHERWISE.

2. ALL SHOT PINS SHALL BE AS MANUFACTURED BY HILTI, INCORP. REFERENCE SHALL BE MADE TO THE LATEST EDITION OF THE HILTI 'PRODUCT TECHNICAL GUIDE' AND THE ICC-ES ESR-2269

REPORT FOR ADDITIONAL INFORMATION.

3. SHOT PINS DRIVEN INTO STEEL BASE MATERIAL SHALL BE X-U TYPE WITH P8 WASHERS.

LENGTH OF PIN SHALL BE AS REQUIRED TO PENETRATE THROUGH THE STEEL BASE

MATERIAL. MINIMUM EDGE DISTANCE TO ANY CONNECTED PART SHALL BE 1/2" AND MINIMUM

FASTENER SPACING SHALL BE 2". ENTIRE POINTED END OF PIN MUST PENETRATE THROUGH

STEEL LESS THAN 1/2" THICK OR PENETRATE A MINIMUM OF 1/2" INTO STEEL 1/2" THICK OR

GREATER. PINS IN STEEL SUBJECT TO WITHDRAW LOADS ARE REQUIRED TO HAVE KNURLED

SHANK.

4. SHOT PINS DRIVEN INTO CONCRETE BASE MATERIAL SHALL BE X-U TYPE WITH P8 WASHERS.

LENGTH OF PIN SHALL BE AS REQUIRED TO PENETRATE 1 1/2" INTO THE CONCRETE BASE

MATERIAL. MINIMUM EDGE DISTANCE TO ANY CONCRETE MATERIAL SHALL BE 3" AND MINIMUM

FASTENER SPACING SHALL BE 4".

5. SHOT PINS DRIVEN INTO CONCRETE BASE MATERIAL THROUGH METAL DECK SHALL BE X-U

TYPE WITH P8 WASHERS. LENGTH OF PIN SHALL BE AS REQUIRED TO PENETRATE 1" INTO THE

CONCRETE THROUGH THE LOW FLUTE. PIN SHALL BE CENTERED IN THE LOW FLUTE AND

MINIMUM FASTENER SPACING SHALL BE 4".

6. WHERE STEEL WASHERS ARE INDICATED ON THE DRAWINGS, PINS SHALL BE X-U WITH

PREMOUNTED STEEL WASHERS WITH A MINIMUM DIAMETER OF 36mm (1 7/16").

VERIFICATION AND INSPECTION

DESCRIPTION

FREQUENCY

OF

INSPECTION

REFERENCED

STANDARD

REQ.

FOR

PROJ.

MATERIAL VERIFICATION OF HIGH STRENGTH

BOLTS, NUTS AND WASHERS.

a.

2.

b.

a.

b.

b.

a.

1.

3.

4.

5.

6.

a.

a.

a.

b.

b.

b.

c.

1)

2)

3)

4)

5)

3)

4)

1)

2)

IDENTIFICATION MARKINGS TO CONFORM

TO A.S.T.M. STANDARDS SPECIFIED IN THE

APPROVED CONSTRUCTION DOCUMENTS.

MANUFACTURERS CERTIFICATE OF

COMPLIANCE REQUIRED.

INSPECTION OF HIGH-STRENGTH BOLTING:

BEARING TYPE CONNECTIONS.

SLIP-CRITICAL CONNECTIONS.

MATERIAL VERIFICATION OF STRUCTURAL

STEEL:

IDENTIFICATION MARKINGS TO

CONFORM TO A.S.T.M. STANDARDS

SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS.

MANUFACTURERS CERTIFIED MILL

TEST REPORTS:

MATERIAL VERIFICATION OF WELD

FILLER MATERIALS:

IDENTIFICATION MARKINGS TO

CONFORM TO A.W.S. SPECIFICATION IN

THE APPROVED CONSTRUCTION

DOCUMENTS.

MANUFACTURERS CERTIFICATE OF

COMPLIANCE REQUIRED.

INSPECTION OF WELDING:

STRUCTURAL STEEL:

COMPLETE AND PARTIAL PENETRATION

OF GROOVE WELDS.

MULTIPASS FILLET WELDS.

SINGLE-PASS FILLET WELDS > 5/16"

SINGLE PASS FILLET WELDS < 5/16"

FLOOR AND ROOF DECK WELDS.

REINFORCING STEEL:

VERIFICATION OF WELDABILITY OF

REINFORCING STEEL OTHER THAN

A.S.T.M. A706.

REINFORCING STEEL-RESISTING

FLEXURAL AND AXIAL FORCES IN

INTERMEDIATE AND SPECIAL MOMENT

FRAMES, AND BOUNDARY ELEMENTS

OF SPECIAL REINFORCED CONCRETE

SHEAR WALLS AND SHEAR

REINFORCEMENT.

SHEAR REINFORCEMENT.

OTHER REINFORCING STEEL.

INSPECTION OF STEEL FRAME JOINT DETAILS

FOR COMPLIANCE WITH APPROVED

CONSTRUCTION DOCUMENTS:

DETAILS SUCH AS BRACING AND

STIFFENING.

MEMBER LOCATIONS.

APPLICATION OF JOINT DETAILS AT EACH

CONNECTION

PERIODIC

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

PERIODIC

VERIFICATION

VERIFICATION

VERIFICATION

VERIFICATION

CONTINUOUS

CONTINUOUS

CONTINUOUS

CONTINUOUS

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

APPLICABLE

A.S.T.M. MATERIAL

SPECIFICATIONS;

A.I.S.C. 360, SECTION A3.3

A.I.S.C. 360, SECTION M2.5

A.S.T.M. A6 OR

A.S.T.M. A568

A.S.T.M. A 6 OR

A.S.T.M. A 568

A.I.S.C. 360, SECTION A3.5

A.W.S. D1.1 1,2

A.W.S. D1.3

A.W.S. D1.4 A.C.I. 318: 3.5.2

1. FOR SEISMIC-FORCE-RESISTING SYSTEMS IN SEISMIC DESIGN CATEGORY D, E, OR

F A.I.S.C. 341 ALSO APPLIES.

2. APPLIES TO SHOP AND FIELD WELDING.

VERIFICATION AND INSPECTION

DESCRIPTION

FREQUENCY

OF

INSPECTION

REFERENCED

STANDARD

REQ.

FOR

PROJ.

1.

a.

b.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

INSPECTION OF REINFORCING STEEL,

INCLUDING PRESTRESSING TENDONS, AND

PLACEMENT.

APPLICATION OF PRESTRESSING

FORCES

PERIODIC

SEE SPECIAL

INSPECTION

FOR STEEL

DETAIL

CONTINUOUS

PERIODIC

CONTINUOUS

CONTINUOUS

PERIODIC

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

INSPECTION OF REINFORCING STEEL

WELDING IN ACCORDANCE TO TABLE 1704.3

& 1704A.3, ITEM 5b.

INSPECT BOLTS TO BE INSTALLED IN

CONCRETE PRIOR TO AND DURING

PLACEMENT OF CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED

OR DESIGN IS BASED ON SECTION 1912A.

VERIFYING USE OF REQUIRED DESIGN MIX.

AT THE TIME FRESH CONCRETE IS SAMPLED

TO FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE.

INSPECTION OF CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES.

INSPECTION FOR MAINTENANCE OF

SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

INSPECTION OF PRESTRESSED CONCRETE:

GROUTING OF BONDED PRESTRESSING

TENDONS IN SEISMIC-FORCE-RESISTING

SYSTEM.

ERECTION OF PRECAST CONCRETE

MEMBERS.

VERIFICATION OF IN-SITU CONCRETE

STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POSTTENSIONED CONCRETE

AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL

SLABS.

INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

POST-INSTALLED ANCHORS.

A.C.I. 318:

3.5, 7.1-7.7

A.W.S. D1.4 A.C.I. 318: 3.5.2

A.C.I. 318:

APPENDIX D

A.C.I. 318:

CH. 4, 5.2-5.4

A.S.T.M. C172 A.S.T.M. C31

A.C.I. 318: 5.6, 5.8

A.C.I. 318:

5.9, 5.10

A.C.I. 318:

5.11, 5.13

A.C.I. 318: 18.20 A.C.I. 318: 18.18.4

A.C.I. 318: CH. 16

A.C.I. 318: 6.2

A.C.I. 318: 6.1.1

1. SCREW ANCHORS INTO CONCRETE SHALL BE TITEN HD AS MANUFACTURED BY SIMPSON

STRONG-TIE COMPANY, INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA

94588. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND I.C.C. REPORT NO. ESR 2713.

2. TEST VALUES AND INSTALLATION REQUIREMENTS SHALL BE AS FOLLOWS:

3. PLACEMENT GUIDELINES FOR ABOVE VALUES IN ITEM 2 REQUIRE THE FOLLOWING

CONDITIONS:

· TABLE VALUES ARE BASED ON f'c = 2500 PSI

· HOLES DRILLED WITH A HAND-HELD ELECTRO-PNEUMATIC ROTARY HAMMER DRILL WITH A

CARBIDE-TIPPED DRILL BIT CONFORMING TO ANSI B212.15-1994.

· PILOT HOLE MUST BE THE SAME DIAMETER AS THE SPECIFIED ANCHOR

· HOLE IS TO BE DRILLED TO THE SPECIFIED EMBEDMENT DEPTH PLUS 1/2" (ONLY 1/4"

REQUIRED FOR 3/8" SCREW)

· ANY SEISMIC DESIGN CATEGORY PER 2019 C.B.C.

· TENSION LOAD VALUES SHALL BE MULTIPLIED BY 0.6 FOR LIGHTWEIGHT CONCRETE

· A.C.I. "CRACKED" CONCRETE CONDITION IS ASSUMED.

· HOLES SHALL BE CLEANED IN ACCORDANCE WITH ICC REPORT NO. ESR-2713

4. WHEN INSTALLING SCREW ANCHORS IN EXISTING CONCRETE, USE CARE AND CAUTION TO

AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM

CLEARANCE OF ONE-INCH BETWEEN THE EXISTING REINFORCEMENT AND THE SCREW

ANCHOR.

5. ANY BOLTS SHOWN ON THE APPROVED PLANS AS SCREW ANCHORS, REQUIRES PERIODIC

SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 4.4 IN THE I.C.C. REPORT. SPECIAL

INSPECTION SHALL BE BY AN APPROVED TESTING AND INSPECTION AGENCY. ANY ITEMS THAT

REQUIRE SCREW ANCHORS BUT ARE NOT SPECIFICALLY SHOWN ON THE APPROVED PLANS

MUST BE APPROVED BY THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR TO

INSTALLATION.

BOLT SIZE MIN. EMBED. CONC. THKS. TORQUE TEST

3 1/4" 4" 10 FT LBS

1/2" 4" 6 1/4"

3/4" 6 1/4" 10"

3/8"

10 FT LBS

20 FT LBS

5/8" 5 1/2" 8 1/2" 10 FT LBS

3. PLACEMENT GUIDELINES FOR ABOVE VALUES IN ITEM 2 REQUIRE THE FOLLOWING

CONDITIONS:

• TABLE VALUES ARE BASED ON f'c = 3000 PSI

• HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT COMPLYING W/ ANSI B212.15-1994

• BIT DIAMETER EQUALS THE SIZE OF THE ANCHOR BEING INSTALLED

• HOLE DEPTH MUST EXCEED MIN. EMBED. BY ONE BOLT DIAMETER

• ANY SEISMIC DESIGN CATEGORY PER 2019 C.B.C.

• TENSION LOAD VALUES SHALL BE MULTIPLIED BY 0.6 FOR LIGHTWEIGHT CONCRETE

• A.C.I. "CRACKED" CONCRETE CONDITION IS SUFFICIENT

• FOR CARBON OR STAINLESS STEEL BOLTS

4. WHEN INSTALLING EXPANSION ANCHORS IN EXISTING CONCRETE, USE CARE AND CAUTION TO

AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM

CLEARANCE OF ONE-INCH BETWEEN THE EXISTING REINFORCEMENT AND THE EXPANSION

ANCHOR.

5. ANY BOLTS SHOWN ON THE APPROVED PLANS AS EXPANSION ANCHORS, REQUIRES SPECIAL

INSPECTION IN ACCORDANCE WITH SECTION 4.4 IN THE I.C.C. REPORT. SPECIAL INSPECTION

SHALL BE BY AN APPROVED TESTING AND INSPECTION AGENCY. ANY ITEMS THAT REQUIRE

EXPANSION ANCHORS BUT ARE NOT SPECIFICALLY SHOWN ON THE APPROVED PLANS MUST

BE APPROVED BY THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR TO

INSTALLATION.

1. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTI, INC., 7250

DALLAS PARKWAY, SUITE 1000, PLANO, TEXAS 75024. INSTALLATION SHALL BE IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND I.C.C. REPORT NO.

ESR-1917.

2. TEST VALUES AND INSTALLATION REQUIREMENTS SHALL BE AS FOLLOWS:

BOLT SIZE MIN. EMBED CONT. THKS. TENSION TEST TORQUE TEST

3/8"

1/2"

5/8"

3/4"

2"

3 1/2"

4"

4 3/4"

4"

6"

6"

8"

1100#

2000#

2300#

3700#

25 #-FT

40 #-FT

60 #-FT

110 #-FT

1. EPOXY INTO CONCRETE SHALL BE SIMPSON SET-XP ADHESIVE AS MANUFACTURED BY

SIMPSON STRONG-TIE CO.,INC. 5956 W. LAS POSITAS BLVD., PLEASANTON, CA. 94588.

INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

AND I.C.C. REPORT NO. ESR-2508.

2. TEST VALUES AND INSTALLATION REQUIREMENTS SHALL BE AS FOLLOWS:

3. PLACEMENT GUIDELINES FOR ABOVE VALUES REQUIRE THE FOLLOWING CONDITIONS:

· TABLE VALUES ARE BASED ON f'c = 3000 psi

· 6" MIN. EDGE DISTANCE ON ONE SIDE AND SPACING = 3x EMBED. DEPTH

· HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT

· BIT DIAMETER EQUALS (BAR DIAMETER) + 1/8"

· HOLES SHALL BE DRY

· MAX. LONG TERM TEMPS OF 110° F OR LESS & MAX. SHORT TERM OF 150° F OR LESS

· TEMP. OF CONCRETE SHALL BE KEPT ABOVE 50° F DURING ENTIRE CURE TIME

· ANY SEISMIC DESIGN CATEGORY PER 2019 C.B.C., CONDITION B IS ASSUMED

· A.S.T.M. A615 GRADE 60 REBAR OR A.S.T.M. A193 GRADE B7 THREADED RODS

· A.C.I. "CRACKED" CONCRETE CONDITION IS SUFFICIENT

· DEPTH/THICKNESS OF CONCRETE BEING ATTACHED TO MUST BE AT LEAST EQUAL TO THE

EMBEDMENT DEPTH + (5)BAR DIAMETERS.

· HOLES SHALL BE CLEANED ACCORDING TO THE ICC REPORT NO. ESR-2508

4. WHEN INSTALLING EPOXIED REBAR/BOLTS IN (E) CONCRETE, USE CARE AND CAUTION TO

AVOID CUTTING OR DAMAGING THE (E) REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE

OF (1) INCH BETWEEN THE (E) REINFORCEMENT AND THE EPOXIED REBAR/BOLT.

5. ANY REBAR/BOLTS SHOWN ON THE APPROVED PLANS AS BEING EPOXIED, REQUIRES

CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 4.4 IN THE I.C.C. REPORT.

SPECIAL INSPECTION SHALL BE BY AN APPROVED TESTING AND INSPECTION AGENCY. ANY

ITEMS THAT REQUIRE EPOXY BUT ARE NOT SPECIFICALLY SHOWN AS BEING EPOXIED ON THE

APPROVED PLANS MUST BE APPROVED BY THE STRUCTURAL ENGINEER AND D.S.A./O.S.H.P.D.

PRIOR TO INSTALLATION.

6. PULL TESTING SHALL BE DONE IN ACCORDANCE WITH D.S.A./O.S.H.P.D. GUIDELINES WHEN

REQUIRED.

BAR

SIZE

BOLT

SIZE

MIN.

EMBEDMENT

#4 1/2" 4"

#5 5/8" 5"

#6 3/4" 7"

TENSION

TEST(POUNDS)

1. ALL CONSTRUCTION INDICATED IS NEW UNLESS SPECIFICALLY DENOTED AS EXISTING.

2. CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL

ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE STRUCTURAL

CONSTRUCTION DOCUMENTS AND BETWEEN ALL OTHER CONSTRUCTION DOCUMENTS AND

THE EXISTING CONDITION.

3. EXISTING CONSTRUCTION INDICATED IN THE CONSTRUCTION DOCUMENTS IS BASED UPON

INFORMATION SHOWN ON AVAILABLE RECORD PLANS AND/OR LIMITED VISUAL

OBSERVATIONS. THE EXISTING CONSTRUCTION MAY VARY FROM THAT INDICATED ON THE

CONSTRUCTION DOCUMENTS. PROVIDE ALL WORK AND MATERIALS NECESSARY TO

COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.

4. VERIFY CONSTRUCTION DOCUMENTS WITH THE EXISTING CONSTRUCTION PRIOR TO

STARTING CONSTRUCTION OR FABRICATION. DO NOT SCALE THE EXISTING RECORD

PLANS.

5. PROVIDE AND MAINTAIN A COMPLETE SET OF EXISTING RECORD PLANS AND MAKE THEM

AVAILABLE FOR USE ON JOB SITE.

6. EXISTING STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS

INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF EXISTING STRUCTURAL

ELEMENTS INTERFERE WITH THE WORK INDICATED ON PLANS, OR IF UNCERTAIN THAT AN

ELEMENT IS STRUCTURAL, NOTIFY STRUCTURAL ENGINEER IMMEDIATELY.

7. PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF THE EXISTING STRUCTURE

AND SITE DURING DEMOLITION AND CONSTRUCTION. MEASURES SHALL INCLUDE, BUT NOT BE

LIMITED TO, PROVIDING ADEQUATE SHORING, BRACING, WEATHER PROTECTION AND

DUST PROTECTION. THE REMOVAL OR ALTERATION OF EXISTING STRUCTURAL ELEMENTS

SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO THOSE ELEMENTS THAT

REMAIN. SHOULD DAMAGE OCCUR TO ANY EXISTING ELEMENTS, THOSE ELEMENTS SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO OWNER.

8. IF EXISTING STRUCTURAL ELEMENTS NOT INDICATED FOR REPLACEMENT OR REPAIR ARE

DISCOVERED TO BE DAMAGED OR DIFFERENT THAN INDICATED ON THE PLANS, NOTIFY

THE STRUCTURAL ENGINEER. SUCH DAMAGE OR DIFFERENCE SHALL INCLUDE, BUT NOT

LIMITED TO, DRY ROT, WATER DAMAGE, INSECT DAMAGE, POOR WORKMANSHIP OR FIT-

UP, BUCKLING OR EXCESSIVE DEFLECTION, SAGGING, TWISTING AND DIFFERENT SIZE,

ORIENTATION, SPACING, GRADE QUALITY OR MATERIAL.

9. DO NOT CUT ANY EXISTING RE-BAR OR FRAMING MEMBERS NOT DETAILED ON

STRUCTURAL CONSTRUCTION DOCUMENTS.

CUTTING BLADE

I"

LIMIT OF SAW CUT,

OVERCUTTING

NOT PERMITTED

LIMIT OF OPENINGSECTION TO BE

HAND-CHIPPED TO

FORM NEAT CORNER

(E) CONCRETE

WALL OR SLAB

I"

I" LIMIT OF SAW CUT,

OVERCUTTING NOT

PERMITTED

SECTION TO BE

HAND-CHIPPED TO

FORM NEAT CORNER

3" MIN. CORE @ CORNERS

OF OPENINGS, TYP.

VERT. REINF. TO MATCH ORIGINAL

REINF. SIZE AND MATERIAL. USE

TYPICAL LAP SPLICED DETAIL AND

PLACE NEXT TO (E) DAMAGED REINF.

NOTE:

IF WALL IS RETAINING SOIL, CARE

MUST BE TAKEN NOT TO DAMAGE

WATER PROOFING BARRIER.

CONCRETE BEING PLACED

AT REPAIRED LOCATION

(E) REINF. TO REMAIN

(E) CONCRETE WALL. PRIOR TO PLACING

CONCRETE CLEAR ALL LOOSE MATERIAL.

IF LESS THAN 3"

REMAIN, THEN CONT.

CUT THROUGH ENTIRE

WALL/SLAB.

REINF. TO MATCH ORIGINAL

REINF. SIZE AND MATERIAL

PLACE NEXT TO (E) DAMAGED

REINF.

PER LAP

SPLICE DETAIL

PER LAP

SPLICE DETAIL_ _

M

IN

T Y P

1/

C L R

(E) FLOOR/WALL

(E) REINF. CONCRETE SLAB

CONC. BEING PLACED AT

REPAIRED LOCATION.

ROUGHEN ALL (E) EDGES

TO AN AMPLITUDE OF 1/4".

REINF. TO MATCH

ORIGINAL

REINF. SIZE AND MATERIAL.

PLACE NEXT TO (E)

DAMAGED REINF. & USE

TYP. LAP SPLICE.

LOCATION OF

REMOVED

(E) DAMAGED REINF.

(E) CONC. SLAB

REINFORCEMENT

AA

PLAN VIEW

SECTION A-A

CONC. BEING PLACED AT

REPAIRED LOCATION.

ROUGHEN ALL (E) EDGES TO

AN AMPLITUDE OF 1/4".

REINF. TO MATCH ORIGINAL REINF. SIZE

AND MATERIAL. PLACE NEXT TO (E)

DAMAGED REINF. & USE TYP. LAP SPLICE.

SPLICE DETAIL

PER TYP. LAP

SPLICE DETAIL

PER TYP. LAP

CLR., TYP.

1 1/2" MIN.

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

L A

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VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:1

A M

00-SS101

TYPICAL STRUCTURAL ABBREVIATIONS, NOTES

AND SYMBOLS

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

12" = 1'-0"B9

DESIGN CRITERIA

12" = 1'-0"D7

ABBREVIATIONS

12" = 1'-0"D9

LEGENDS AND SYMBOLS

12" = 1'-0"F7

GENERAL PROJECT NOTES

12" = 1'-0"F4

"SHOT PIN" NOTES FOR HILTI X-U

12" = 1'-0"F2

SPECIAL INSPECTION FOR STEEL

12" = 1'-0"C2

SPECIAL INSPECTION FOR CONC.

12" = 1'-0"E4

SIMPSON TITEN HD IN CONC.

12" = 1'-0"E6

HILTI KWIK BOLT TZ IN CONC.

12" = 1'-0"D6

SIMPSON SET-XP EPOXY NOTES

1" = 1'-0"B6

EXISTING CONDITIONS NOTES

12" = 1'-0"F9

SAW CUTTING IN CONCRETE

12" = 1'-0"B4

(E) CONC. WALL/COLUMN REPAIR

12" = 1'-0"C4

(E) REINF. CONC. SLAB REPAIR

UP

DN

12 13 14

D1 D1

11.5 12.5 13.7

X.7

Z.3

A.5

B.5

C.3

Z.7

Y.7

A

B

C

10.A

X

Y

Z

(E) 20 I 65.4 (E) 20 I 65.4 (E) 20 I 65.4 (E) 20 I 65.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

T A

P E

R E

D G

IR

D

E R

(E

T A

P E

R E

D G

IR

D

E R

(E) W10X12 RIDGE BEAM

(E

W X

(E

W X

(E

W X

(E

W X

20'-8" 24'-0"

(E) W12X16

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12

(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E

W

F

(E

W

F

(E) 21WF62

(E

W

F

(E

W

F

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 12WF120

(E) 12WF120 (E) 12WF92

(E) 12WF92

(E) 12WF99

(E) TS6x6x3/8 (E) TS6x6x3/8

(E) TS6x6x3/8

(E) TS6x6x3/8

(E) 1 1/2" X 18 GA. METAL DECK

LEDGER AT PERIMETER, TYP.

(E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF82(E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E) 8 I 18.4 (E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF62(E) 21WF73(E) 21WF62(E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF73(E) 21WF62

(E

W

F

(E

W

F

(E) W12X16

(E) W12X16 (E) W12X16

(E) W12X16

(E) W12X16 RIDGE BEAM(E) W12X16 RIDGE BEAM

(E) 20 I 65.4(E) 20 I 65.4(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161(E) 12WF161

(E) 12WF161 (E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133(E) 12WF161

(E) 12WF120 (E) 12WF106

(E) 12WF120

(E) 12WF99

(E

R O

O F

B E

L O

W

D6F5

F5

AT THIRD

FLOOR

AT SIXTH

FLOOR

1/

(E) W8X10

(E

W X

0 TYPICAL

T Y

P

IC

A L

F1______

TEMPORARY DUCT. COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING

(E

R O

O F

B E

L O

W

C1

(E) L4X3X1/4

32-S-301.1

01-S-301.3

01-S-302.3

01-S-601.3

32-S-301.1

1. SEE TYPICAL SHEETS FOR ALL GENERAL AND MATERIAL NOTES, AND ALL TYPICAL SCHEDULES

AND DETAILS. THE INFORMATION ON THE TYPICAL SHEETS APPLY TO THE PROJECT AND ARE

NOT SPECIFICALLY REFERENCED ON PLAN WORK, UNLESS NOTED OTHERWISE. IF TYPICAL

DETAILS ARE SPECIFIED ON PLANS OR NOTES, THEY WILL BE REFERENCED WITH THE WORD

"TYPICAL" FOLLOWED BY BOLD AND UNDERLINED TEXT STATING THE TITLE OF THE TYPICAL

DETAIL OR NOTE.

2. ALL UNCLEAR AND/OR MISSING DETAILS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S

ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL TOP OF FRAMING ABOVE FINISH SLAB VARIES, SEE PLAN FOR INFORMATION.

4. BEAMS ARE EQUALLY SPACED BETWEEN MAIN BEAMS OR COLUMNS, U.N.O.

5. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY PLANS AND CALCULATIONS FOR ANY

SHORING/TEMPORARY SCAFFOLDING. THESE PLANS AND CALCULATIONS WILL BE REVIEWED

BY THE VA.

STEEL STUDS. AT EXTERIOR WALL LOCATIONS, PROVIDE 600S162-54 @ 16"

O.C., U.N.O. SEE TYPICAL BEARING AND EXTERIOR WALL FRAMING AT

OPENINGS FOR LIGHT GAUGE STEEL DETAIL. AT INTERIOR WALL

LOCATIONS, SEE ARCHITECTURAL AND TYPICAL INTERIOR NON-BEARING

WALL FRAMING AT OPENINGS FOR LIGHT GAUGE STEEL DETAIL.

WALL BELOW. SEE FRAMING PLAN AT LEVEL BELOW.

"XX" COLUMN AS INDICATED ON PLAN.

TOP OF STEEL (T.O.S.) OR BOTTOM OF STEEL (B.O.S.). +X'-X" IS THE

DISTANCE FROM FINISHED FIRST FLOOR, UNLESS NOTED OTHERWISE.

STEEL BEAM.

(E) 2-MC13x50 STEEL BRACE FRAME.

BEAM BOTTOM FLANGE BRACING. ARROW POINTS TOWARDS BOTTOM

FLANGE OF BEAM BEING BRACED.

COLUMN DOES NOT EXTEND BEYOND FRAMING LEVEL BEING DEPICTED.

CONCRETE SLAB OPENING

CONCRETE SLAB. SEE PLAN

T.O.S.

+X'-X"

SIZE (STUDS)

CAMBER

1. ALL DUCTWORK DRAWINGS ARE SHOWN IN PHASES. SEQUENCE OF WORK IS SHOWN BELOW

AND SHOULD BE COORDINATED WITH MECHANICAL PLANS:

A. 32-S-301.1 B. 32-S-301.6 C. 1-S-301.3 D. 1-S-301.4 E. 1-S-301.6 F. 1-S-302.3 G. 1-S-302.4 H. 1-S-302.6 I. 1-S-601.3 J. 1-S-601.4 K. 1-S-601.6

11.5

C.3

5'-0" 5'-10"

4'-0"

1" 10"

1"

A A

(E) 12" CMU WALL PER PLAN

TEMPORARY DUCT PER PLAN. COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING.

W6x15 AT 5'-0" O.C. MAX VERTICAL. SEE VIEW A-A

FOR CMU WALL CONNECTION INFORMATION

NOTE:

1) ALL NEW EXPOSED STEEL TO BE HOT DIPPED GALVANIZED

SADDLE SUPPORT BRACKET PER DETAIL

/F1 01-S-601.3

W6x15 AT 5'-0" O.C. VERT. MAX

3/8" THICK STIFF. PLATE

1'-0"x1'-0" x 3/8" THICK STEEL PLATE

(E) CMU WALL PER PLAN

/2

/2

3/16

3 SIDES

TYP

1/4

1/4

VIEW A-A

(4) SIMPSON TITEN THD50400H

PROVIDE 1/2" MAX THICKNESS

COMPRESSIBLE NEOPRENE PLATE

WASHERS AS REQUIRED FOR LEVEL

FIT UP AGAINST TEXTURED CMU

T.O. WAREHOUSE PARAPET

26'-0"

11.5

18'-5 7/8"

/4

BUILT UP W BEAM WITH (4) A307 BOLTS THRU

W6x15 AND (4) SIMPSON TITEN THD50400H

ANCORED TO CMU WALL. SEE VIEW A-A

/2

/2

A A

(E) FLUTED CMU BLOCK AT TOP PORTION OF WALL.

ANCHOR TEMPORARY DUCT BELOW FLUTES

TEMPORARY DUCT. COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING

W6x15 AT 5'-0" O.C. MAX

NOTE:

1) ALL NEW EXPOSED STEEL TO BE HOT DIPPED GALVANIZED

/2

+/- 1'-6"

34'-8"

SADDLE SUPPORT BRACKET PER DETAIL

/F1 01-S-601.3

1'-0"

1 1/2"

1"

W6x15 PER PLAN

BUILT UP 'W' WITH 3/8" THICK STEEL

PLATES

1/4

1/4

(4) SIMPSON TITEN THD50400H

(4) 1/2" Φ A307 BOLTS

VIEW A-A

6"

PROVIDE 1/2" MAX THICKNESS

COMPRESSIBLE NEOPRENE PLATE

WASHERS AS REQUIRED FOR LEVEL

FIT UP AGAINST TEXTURED CMU

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

L A

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R E T

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VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:3

A M

32-S-301.1

PHASE 1 PARTIAL 3RD FLOOR AND WAREHOUSE

ROOF FRAMING PLANS

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

KEY PLAN

NORTH

1/8" = 1'-0"F3

PHASE 1 PARTIAL 3RD FLOOR & WAREHOUSE ROOF FRAMING PLANS

AREA OF WORK

12" = 1'-0"A9

STEEL FRAMING NOTES

1/4" = 1'-0"C9

STEEL LEGEND

12" = 1'-0"E9

SHEET PHASING NOTES

3/4" = 1'-0"C1

DETAIL

1" = 1'-0"F1

DETAIL

W6x15

BUILT UP W BEAM WITH

SIMPSON TITEN THD50400H

ANCORED TO CMU WALL. SEE

SIMILAR VIEW A-A

1/4

1/4

3 SIDES

(E) METAL DECK PER PLAN

(E) #7 CHORD BARS

12 13 14

D1 D1

11.5 12.5 13.7

X.7

Z.3

A.5

B.5

C.3

Z.7

Y.7

A

B

C

10.A

X

Y

Z

D6

(E) 20 I 65.4 (E) 20 I 65.4 (E) 20 I 65.4 (E) 20 I 65.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

T A

P E

R E

D G

IR

D

E R

(E

T A

P E

R E

D G

IR

D

E R

(E) W10X12 RIDGE BEAM

(E

W X

(E

W X

(E

W X

(E

W X

20'-8" 24'-0"

(E) W12X16

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12

(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E) W12X16(E) W12X16(E) W10X12

(E) W10X12 (E) W12X16 (E) W12X16

(E

W

F

(E

W

F

(E) 21WF62

(E

W

F

(E

W

F

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 12WF120

(E) 12WF120 (E) 12WF92

(E) 12WF92

(E) 12WF99

(E) TS6x6x3/8 (E) TS6x6x3/8

(E) TS6x6x3/8

(E) TS6x6x3/8

(E) 1 1/2" X 18 GA. METAL DECK

LEDGER AT PERIMETER, TYP.

(E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF82(E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E) 8 I 18.4 (E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF62(E) 21WF73(E) 21WF62(E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF73(E) 21WF62

(E

W

F

(E

W

F

(E) W12X16

(E) W12X16 (E) W12X16

(E) W12X16

(E) W12X16 RIDGE BEAM(E) W12X16 RIDGE BEAM

(E) 20 I 65.4(E) 20 I 65.4(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161(E) 12WF161

(E) 12WF161 (E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133(E) 12WF161

(E) 12WF120 (E) 12WF106

(E) 12WF120

(E) 12WF99

(E

R O

O F

B E

L O

W

F3

F3

AT THIRD

FLOOR

AT SIXTH

FLOOR

1/

(E) W8X10

(E

W X

0 TYPICAL

T Y

P

IC

A L

REMOVE TEMPORARY DUCT AND ITS SUPPORTS.

COORDINATE WITH MECHANICAL FOR SIZE AND

PHASE SEQUENCING

(E

R O

O F

B E

L O

W

(E) L4X3X1/4

F1______

32-S-301.6

C1

32-S-301.6

01-S-601.6

01-S-302.6

01-S-301.6

T.O. WAREHOUSE PARAPET

26'-0"

11.5

UPON REMOVAL OF TEMPORARY DUCT, CAREFULLY

UNSCREW SIMPSON TITENS AND FILL IN HOLES WITH NON-

SHRINK GROUT. MATCH COLOR OF CMU WALL

(E) METAL DECK PER PLAN

(E) FLUTED CMU BLOCK AT TOP PORTION OF WALL.

REMOVE TEMPORARY DUCT AND ITS

SUPPORTS. COORDINATE WITH MECHANICAL

FOR SIZE AND PHASE SEQUENCING

(E) #7 CHORD BARS

11.5

C.3

(E) 12" CMU WALL PER PLAN

REMOVE TEMPORARY DUCT AND ITS SUPPORTS.

COORDINATE WITH MECHANICAL FOR SIZE AND PHASE

SEQUENCING.

UPON REMOVAL OF TEMPORARY DUCT,

CAREFULLY UNSCREW SIMPSON TITENS AND

FILL IN HOLES WITH NON-SHRINK GROUT.

MATCH COLOR OF CMU WALL

STEEL STUDS. AT EXTERIOR WALL LOCATIONS, PROVIDE 600S162-54 @ 16"

O.C., U.N.O. SEE TYPICAL BEARING AND EXTERIOR WALL FRAMING AT

OPENINGS FOR LIGHT GAUGE STEEL DETAIL. AT INTERIOR WALL

LOCATIONS, SEE ARCHITECTURAL AND TYPICAL INTERIOR NON-BEARING

WALL FRAMING AT OPENINGS FOR LIGHT GAUGE STEEL DETAIL.

WALL BELOW. SEE FRAMING PLAN AT LEVEL BELOW.

"XX" COLUMN AS INDICATED ON PLAN.

TOP OF STEEL (T.O.S.) OR BOTTOM OF STEEL (B.O.S.). +X'-X" IS THE

DISTANCE FROM FINISHED FIRST FLOOR, UNLESS NOTED OTHERWISE.

STEEL BEAM.

(E) 2-MC13x50 STEEL BRACE FRAME.

BEAM BOTTOM FLANGE BRACING. ARROW POINTS TOWARDS BOTTOM

FLANGE OF BEAM BEING BRACED.

COLUMN DOES NOT EXTEND BEYOND FRAMING LEVEL BEING DEPICTED.

CONCRETE SLAB OPENING

CONCRETE SLAB. SEE PLAN

T.O.S.

+X'-X"

SIZE (STUDS)

CAMBER

1. SEE TYPICAL SHEETS FOR ALL GENERAL AND MATERIAL NOTES, AND ALL TYPICAL SCHEDULES

AND DETAILS. THE INFORMATION ON THE TYPICAL SHEETS APPLY TO THE PROJECT AND ARE

NOT SPECIFICALLY REFERENCED ON PLAN WORK, UNLESS NOTED OTHERWISE. IF TYPICAL

DETAILS ARE SPECIFIED ON PLANS OR NOTES, THEY WILL BE REFERENCED WITH THE WORD

"TYPICAL" FOLLOWED BY BOLD AND UNDERLINED TEXT STATING THE TITLE OF THE TYPICAL

DETAIL OR NOTE.

2. ALL UNCLEAR AND/OR MISSING DETAILS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S

ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL TOP OF FRAMING ABOVE FINISH SLAB VARIES, SEE PLAN FOR INFORMATION.

4. BEAMS ARE EQUALLY SPACED BETWEEN MAIN BEAMS OR COLUMNS, U.N.O.

5. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY PLANS AND CALCULATIONS FOR ANY

SHORING/TEMPORARY SCAFFOLDING. THESE PLANS AND CALCULATIONS WILL BE REVIEWED

BY THE VA.

1. ALL DUCTWORK DRAWINGS ARE SHOWN IN PHASES. SEQUENCE OF WORK IS SHOWN BELOW

AND SHOULD BE COORDINATED WITH MECHANICAL PLANS:

A. 32-S-301.1 B. 32-S-301.6 C. 1-S-301.3 D. 1-S-301.4 E. 1-S-301.6 F. 1-S-302.3 G. 1-S-302.4 H. 1-S-302.6 I. 1-S-601.3 J. 1-S-601.4 K. 1-S-601.6

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

L A

RUTC

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R E

E

NI

G

NE

LA

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R E T

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E R M

O S

NA

R.RDR

OL

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A G

VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:3

A M

32-S-301.6

PHASE 6 PARTIAL 3RD FLOOR AND WAREHOUSE

ROOF DEMOLITION PLANS

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

KEY PLAN

NORTH

AREA OF WORK

1/8" = 1'-0"F3

PHASE 6 PARTIAL 3RD FLOOR & WAREHOUSE ROOF DEMOLITION PLANS

1" = 1'-0"F1

DETAIL

3/4" = 1'-0"C1

DETAIL

1/4" = 1'-0"C9

STEEL LEGEND

12" = 1'-0"A9

STEEL FRAMING NOTES

12" = 1'-0"E9

SHEET PHASING NOTES

UP

DN

A

B

C

10.A

D6

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 21WF62(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133

(E) 12WF106

(E) 12WF120 (E) 12WF99

(N) TEMPORARY DUCT COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING

(E) 18WF64

1'-5" 2'-1" 5'-0" 5'-0" 4'-0" 4'-11"

D3______

W6x15 AT 5'-0" O.C. MAX

F7

D1______

01-S-601.3 01-S-601.3 01-S-601.3

01-S-601.3

7'-5"

A8

L6x4x3/8

01-S-301.3

A7______

01-S-301.3

C.3

A

B

C

10.A

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 21WF62(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133

(E) 12WF106

(E) 12WF120

(E) 12WF99

(N) TEMPORARY DUCT COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING.

REMOVE (2) WINDOWS

COORDINATE WITH MECHANICAL

STEEL STUDS. AT EXTERIOR WALL LOCATIONS, PROVIDE 600S162-54 @ 16"

O.C., U.N.O. SEE TYPICAL BEARING AND EXTERIOR WALL FRAMING AT

OPENINGS FOR LIGHT GAUGE STEEL DETAIL. AT INTERIOR WALL

LOCATIONS, SEE ARCHITECTURAL AND TYPICAL INTERIOR NON-BEARING

WALL FRAMING AT OPENINGS FOR LIGHT GAUGE STEEL DETAIL.

WALL BELOW. SEE FRAMING PLAN AT LEVEL BELOW.

"XX" COLUMN AS INDICATED ON PLAN.

TOP OF STEEL (T.O.S.) OR BOTTOM OF STEEL (B.O.S.). +X'-X" IS THE

DISTANCE FROM FINISHED FIRST FLOOR, UNLESS NOTED OTHERWISE.

STEEL BEAM.

(E) 2-MC13x50 STEEL BRACE FRAME.

BEAM BOTTOM FLANGE BRACING. ARROW POINTS TOWARDS BOTTOM

FLANGE OF BEAM BEING BRACED.

COLUMN DOES NOT EXTEND BEYOND FRAMING LEVEL BEING DEPICTED.

CONCRETE SLAB OPENING

CONCRETE SLAB. SEE PLAN

T.O.S.

+X'-X"

SIZE (STUDS)

CAMBER

1. SEE TYPICAL SHEETS FOR ALL GENERAL AND MATERIAL NOTES, AND ALL TYPICAL SCHEDULES

AND DETAILS. THE INFORMATION ON THE TYPICAL SHEETS APPLY TO THE PROJECT AND ARE

NOT SPECIFICALLY REFERENCED ON PLAN WORK, UNLESS NOTED OTHERWISE. IF TYPICAL

DETAILS ARE SPECIFIED ON PLANS OR NOTES, THEY WILL BE REFERENCED WITH THE WORD

"TYPICAL" FOLLOWED BY BOLD AND UNDERLINED TEXT STATING THE TITLE OF THE TYPICAL

DETAIL OR NOTE.

2. ALL UNCLEAR AND/OR MISSING DETAILS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S

ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL TOP OF FRAMING ABOVE FINISH SLAB VARIES, SEE PLAN FOR INFORMATION.

4. BEAMS ARE EQUALLY SPACED BETWEEN MAIN BEAMS OR COLUMNS, U.N.O.

5. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY PLANS AND CALCULATIONS FOR ANY

SHORING/TEMPORARY SCAFFOLDING. THESE PLANS AND CALCULATIONS WILL BE REVIEWED

BY THE VA.

1. ALL DUCTWORK DRAWINGS ARE SHOWN IN PHASES. SEQUENCE OF WORK IS SHOWN BELOW

AND SHOULD BE COORDINATED WITH MECHANICAL PLANS:

A. 32-S-301.1 B. 32-S-301.6 C. 1-S-301.3 D. 1-S-301.4 E. 1-S-301.6 F. 1-S-302.3 G. 1-S-302.4 H. 1-S-302.6 I. 1-S-601.3 J. 1-S-601.4 K. 1-S-601.6

1 3/16" 1 3/16"

GAP

1/2"

W6x15 PER PLAN

L6x4x3/8 PER PLAN WITH

(2) 1/2"Φ BOLTS AT EA. END

1 3/8" 1 3/8"

1/2"

ANGLE PER PLAN

L3x3x1/4 PER PLAN WITH

1/2"Φ BOLT EA. END

3/8" THK. SKEWED TAB PLATE

1/4

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

L A

RUTC

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NOISSEFORP

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AT

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E

NI

G

NE

LA

DE

R E T

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E R M

O S

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R.RDR

OL

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A G

VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:1

A M

01-S-301.3

PHASE 3 PARTIAL 3RD FLOOR FRAMING

DEMOLITION AND NEW WORK

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

3/16" = 1'-0"F5

PHASE 3 PARTIAL 3RD FLOOR FRAMING PLAN

KEY PLAN

NORTH

AREA OF WORK

3/16" = 1'-0"F1

PHASE 3 PARTIAL 3RD FLOOR FRAMING PLAN DEMOLITION

1/4" = 1'-0"C9

STEEL LEGEND

12" = 1'-0"A9

STEEL FRAMING NOTES

12" = 1'-0"E9

SHEET PHASING NOTES

1" = 1'-0"A8

DETAIL

1" = 1'-0"A7

DETAIL

UP

DN

A

B

C

10.A

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 21WF62(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133

(E) 12WF106

(E) 12WF120

(E) 12WF99

TEMPORARY DUCT INSTALLED IN PREVIOUS

PHASE

(E

W

F

(N) 4" CONCRETE CURB PER

MECHANICAL

4"AHU-9 INLET

(8,400#)

A H

U -9

D

IS

C H

(2 ,0

E9______

F9______

B7______

21'-0" 21'-0"

(E

S T

E E

L T

R U

S S

9"x12" x 1" THICK BASE PLATES. SEE

DETAIL ./F9 01-S-601.4

01-S-601.4

01-S-601.4

01-S-601.4

E7______ 01-S-601.4

A

B

C

10.A

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 21WF62(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133

(E) 12WF106 (E) 12WF120

(E) 12WF99

(E) T6

(E) T6

TEMPORARY DUCT INSTALLED IN PREVIOUS

PHASE

REMOVE (E) CONCRETE CURBS FLUSH

WITH CONCRETE SLAB

6" 1'-4" 3'-0"

21'-0" 21'-0"

1. ALL DUCTWORK DRAWINGS ARE SHOWN IN PHASES. SEQUENCE OF WORK IS SHOWN BELOW

AND SHOULD BE COORDINATED WITH MECHANICAL PLANS:

A. 32-S-301.1 B. 32-S-301.6 C. 1-S-301.3 D. 1-S-301.4 E. 1-S-301.6 F. 1-S-302.3 G. 1-S-302.4 H. 1-S-302.6 I. 1-S-601.3 J. 1-S-601.4 K. 1-S-601.6

1. SEE TYPICAL SHEETS FOR ALL GENERAL AND MATERIAL NOTES, AND ALL TYPICAL SCHEDULES

AND DETAILS. THE INFORMATION ON THE TYPICAL SHEETS APPLY TO THE PROJECT AND ARE

NOT SPECIFICALLY REFERENCED ON PLAN WORK, UNLESS NOTED OTHERWISE. IF TYPICAL

DETAILS ARE SPECIFIED ON PLANS OR NOTES, THEY WILL BE REFERENCED WITH THE WORD

"TYPICAL" FOLLOWED BY BOLD AND UNDERLINED TEXT STATING THE TITLE OF THE TYPICAL

DETAIL OR NOTE.

2. ALL UNCLEAR AND/OR MISSING DETAILS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S

ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL TOP OF FRAMING ABOVE FINISH SLAB VARIES, SEE PLAN FOR INFORMATION.

4. BEAMS ARE EQUALLY SPACED BETWEEN MAIN BEAMS OR COLUMNS, U.N.O.

5. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY PLANS AND CALCULATIONS FOR ANY

SHORING/TEMPORARY SCAFFOLDING. THESE PLANS AND CALCULATIONS WILL BE REVIEWED

BY THE VA.

STEEL STUDS. AT EXTERIOR WALL LOCATIONS, PROVIDE 600S162-54 @ 16"

O.C., U.N.O. SEE TYPICAL BEARING AND EXTERIOR WALL FRAMING AT

OPENINGS FOR LIGHT GAUGE STEEL DETAIL. AT INTERIOR WALL

LOCATIONS, SEE ARCHITECTURAL AND TYPICAL INTERIOR NON-BEARING

WALL FRAMING AT OPENINGS FOR LIGHT GAUGE STEEL DETAIL.

WALL BELOW. SEE FRAMING PLAN AT LEVEL BELOW.

"XX" COLUMN AS INDICATED ON PLAN.

TOP OF STEEL (T.O.S.) OR BOTTOM OF STEEL (B.O.S.). +X'-X" IS THE

DISTANCE FROM FINISHED FIRST FLOOR, UNLESS NOTED OTHERWISE.

STEEL BEAM.

(E) 2-MC13x50 STEEL BRACE FRAME.

BEAM BOTTOM FLANGE BRACING. ARROW POINTS TOWARDS BOTTOM

FLANGE OF BEAM BEING BRACED.

COLUMN DOES NOT EXTEND BEYOND FRAMING LEVEL BEING DEPICTED.

CONCRETE SLAB OPENING

CONCRETE SLAB. SEE PLAN

T.O.S.

+X'-X"

SIZE (STUDS)

CAMBER

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

L A

RUTC

U

R

T S

NOISSEFORP

AI

NROFILACFO

ET

AT

S

R E

E

NI

G

NE

LA

DE

R E T

SI

G

E R M

O S

NA

R.RDR

OL

Y

A G

VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:2

A M

01-S-301.4

PHASE 4 PARTIAL 3RD FLOOR FRAMING

DEMOLITION AND NEW WORK

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

3/16" = 1'-0"F5

PHASE 4 PARTIAL 3RD FLOOR FRAMING PLAN

3/16" = 1'-0"F1

PHASE 4 PARTIAL 3RD FLOOR FRAMING PLAN DEMOLITION

KEY PLAN

NORTH

AREA OF WORK

12" = 1'-0"E9

SHEET PHASING NOTES

12" = 1'-0"A9

STEEL FRAMING NOTES

1/4" = 1'-0"C9

STEEL LEGEND

A

B

C

10.A

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

(E) 21WF62(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4(E) 20 I 65.4

(E) 12WF161 (E) 12WF161

(E) 12WF120

(E) 12WF161

(E) 12WF161(E) 12WF133

(E) 12WF106

(E) 12WF120

(E) 12WF99

REMOVE TEMPORARY DUCT AND IT'S SUPPORTS

(E

W

F

(E) 18WF64

D6

D3______

AHU-9 INLET

(8,400#)

A H

U -9

D

IS

C H

(2 ,0

01-S-601.6 01-S-601.6

STEEL STUDS. AT EXTERIOR WALL LOCATIONS, PROVIDE 600S162-54 @ 16"

O.C., U.N.O. SEE TYPICAL BEARING AND EXTERIOR WALL FRAMING AT

OPENINGS FOR LIGHT GAUGE STEEL DETAIL. AT INTERIOR WALL

LOCATIONS, SEE ARCHITECTURAL AND TYPICAL INTERIOR NON-BEARING

WALL FRAMING AT OPENINGS FOR LIGHT GAUGE STEEL DETAIL.

WALL BELOW. SEE FRAMING PLAN AT LEVEL BELOW.

"XX" COLUMN AS INDICATED ON PLAN.

TOP OF STEEL (T.O.S.) OR BOTTOM OF STEEL (B.O.S.). +X'-X" IS THE

DISTANCE FROM FINISHED FIRST FLOOR, UNLESS NOTED OTHERWISE.

STEEL BEAM.

(E) 2-MC13x50 STEEL BRACE FRAME.

BEAM BOTTOM FLANGE BRACING. ARROW POINTS TOWARDS BOTTOM

FLANGE OF BEAM BEING BRACED.

COLUMN DOES NOT EXTEND BEYOND FRAMING LEVEL BEING DEPICTED.

CONCRETE SLAB OPENING

CONCRETE SLAB. SEE PLAN

T.O.S.

+X'-X"

SIZE (STUDS)

CAMBER

1. ALL DUCTWORK DRAWINGS ARE SHOWN IN PHASES. SEQUENCE OF WORK IS SHOWN BELOW

AND SHOULD BE COORDINATED WITH MECHANICAL PLANS:

A. 32-S-301.1 B. 32-S-301.6 C. 1-S-301.3 D. 1-S-301.4 E. 1-S-301.6 F. 1-S-302.3 G. 1-S-302.4 H. 1-S-302.6 I. 1-S-601.3 J. 1-S-601.4 K. 1-S-601.6

1. SEE TYPICAL SHEETS FOR ALL GENERAL AND MATERIAL NOTES, AND ALL TYPICAL SCHEDULES

AND DETAILS. THE INFORMATION ON THE TYPICAL SHEETS APPLY TO THE PROJECT AND ARE

NOT SPECIFICALLY REFERENCED ON PLAN WORK, UNLESS NOTED OTHERWISE. IF TYPICAL

DETAILS ARE SPECIFIED ON PLANS OR NOTES, THEY WILL BE REFERENCED WITH THE WORD

"TYPICAL" FOLLOWED BY BOLD AND UNDERLINED TEXT STATING THE TITLE OF THE TYPICAL

DETAIL OR NOTE.

2. ALL UNCLEAR AND/OR MISSING DETAILS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S

ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL TOP OF FRAMING ABOVE FINISH SLAB VARIES, SEE PLAN FOR INFORMATION.

4. BEAMS ARE EQUALLY SPACED BETWEEN MAIN BEAMS OR COLUMNS, U.N.O.

5. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY PLANS AND CALCULATIONS FOR ANY

SHORING/TEMPORARY SCAFFOLDING. THESE PLANS AND CALCULATIONS WILL BE REVIEWED

BY THE VA.

7415 N. PALM AVE. STE 100 | FRESNO, CA 93711

(559) 449-8444 OFFICE | (559) 449-8404 FAX

3-31-22

EXPIRES

No.S2386

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VA FORM 08-6231

1, 32

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. CONSULTANT ENGINEER OF RECORD

MILLER-REMICK LLC

PROFESSIONAL ENGINEER Office of

Management and Facilities Construction

Drawing Title

Approved: Project Director

Phase Project Title

Location

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

20529

NO. DESCRIPTION DATE

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

ISSUED FOR CONSTRUCTION

BROOKS RANSOM ASSOCIATES

PROFESSIONAL ENGINEER CONSULTANT

THE VERNAL GROUP

LICENSED ARCHITECT

The Vernal Group 554 E. Sussex Way Fresno, CA 93704

/2 /2

:4

:2

A M

01-S-301.6

PHASE 6 PARTIAL 3RD FLOOR FRAMING

DEMOLITION PLAN

AL BWY

REPLACE MECHANICAL SYSTEMS,

FRESNO, CALIFORNIA

570-19-307

BUILDING 1

KEY PLAN

NORTH

3/16" = 1'-0"F3

PHASE 6 PARTIAL 3RD FLOOR FRAMING PLAN DEMOLITION

1/4" = 1'-0"C9

STEEL LEGEND

12" = 1'-0"E9

SHEET PHASING NOTES

12" = 1'-0"A9

STEEL FRAMING NOTES

DN.

UP

DN.

10 119

A

B

C

10.A

D6

(E) 12WF50

(E) 12WF50 (E) 12WF53 (E) 12WF53

(E) 12WF53

(E) 12WF58

(E) 12WF72

(E) 12WF58

(E) 12WF58

(E

W

F

(E

W

F

(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4 (E) 20 I 75 (E) 20 I 75

(E

W

F

(E) 12WF27

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68

(E) 18WF64

(E

W

F

(E

W

F

(E

I

.9

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF73(E) 21WF62 (E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E

W

F 6(E) 8 I 18.4(E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(N) TEMPORARY DUCT COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING.

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION & 1/2" DIA. @ 12" O.C.

LONGITUDINAL DIRECTION

F3______

1'-11" 3'-1" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0"

1'-4" 2'-1"

W6x15 AT 5'-0" O.C. MAX

STACKED W8x28. SEE SIM

DETAIL .. ./F3 01-S-601.3

F7

01-S-601.3

01-S-601.3

01-S-601.3

10 119

A

B

C

10.A

(E) 12WF50

(E) 12WF50

(E) 12WF53

(E) 12WF53

(E) 12WF53

(E) 12WF58

(E) 12WF72

(E) 12WF58

(E) 12WF58

(E

W

F

(E

W

F

(E) 21WF73

(E

W

F

(E

W

F

(E

W

F

(E) 20 I 65.4 (E) 20 I 75 (E) 20 I 75

(E

W

F

(E) 12WF27

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF68

(E) 18WF64

(E

W

F

(E

W

F

(E

I

.9

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(E) 21WF73(E) 21WF62 (E) 21WF62

(E

W

F

(E

W

F

(E

W

F

(E

W

F 6(E) 8 I 18.4(E) 8 I 18.4

(E

W

F

(E

W

F

(E

W

F

(E

W

F

(N) TEMPORARY DUCT COORDINATE WITH

MECHANICAL FOR SIZE AND PHASE SEQUENCING.

REMOVE (E) INTAKE LOUVER.

COORDINATE WITH MECHANICAL

(E) 4" CONC. SLAB FLOOR W/ 1/2"

DIA. @ 10" O.C. TRANSVERSE

DIRECTION &…