Structural.pdf

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352-372-1911 moses-eng.com

Moses Project # 19010

2209 NW 40th Terrace, Ste A Gainesville, FL 32605 FL License EB-0003097

MOSES ENGINEERING

U.S. Department of Veterans Affairs

VALOR CONSTRUCTION MANAGEMENT

137 E. Main Street

PAHOKEE, FL 33476

561-924-2559

MOSES ENGINEERING

2209 NW 40TH TERRACE, SUITE A

GAINESVILLE, FL 32605

352-372-1911

STAMP

ngineering, llc

JWM Engineering, LLC

4907 NW 43rd Street, Suite D

Gainesville, FL 32606 www.jwme.co

P: 352-505-8890

F: 866-524-4824 e: jwm@jwm-engineering.com

Registration #28619

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY STEPHEN

MATTHEW BELSER, PE ON

08/02/2021. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

STEPHEN MATTHEW BELSER, PE

PE FL #67514

1. DESIGN:

CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE 6th EDITION (2017) FLORIDA BUILDING CODE AND ANY

OTHER LOCAL OR REGIONAL GOVERNING CODES DURING CONSTRUCTION.

2. WIND LOAD & FLOOD LOAD CRITERIA (ASCE 7-10):

3.

WIND SPEED V

UTL

= 180 MPH, V

ASD

= 139 MPH

WIND EXPOSURE=B

BUILDING CATEGORY = IV

MWFRS STRENGTH DESIGN FOR ROOFTOP EQUIPMENT & SIMILAR STRUCTURES (CH. 29)

4. STRUCTURAL STEEL:

CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE 14th EDITION AISC STEEL CONSTRUCTION MANUAL.

MATERIAL - ALL STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS:

HSS SHALL CONFORM TO ASTM A500 GRADE B (Fy = 46 KSI; Fu = 58 KSI)

W SHAPES SHALL CONFORM WITH ASTM A992 (Fy=50ksi,Fu=65ksi)

CHANNELS AND ANGLES SHALL CONFORM WITH ASTM A36 (Fy=36ksi,Fu=58ksi)

PLATES SHALL CONFORM WITH ASTM A36 (FY=36ksi,Fu=58ksi)

CONNECTIONS:

DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, 14th

EDITION.

WELDING:

SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS D1.1. ALL WELDS SIZES SHALL

BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E70XX ELECTRODE

BOLTS:

A325-X (Fnt = 90 ksi, Fnv = 68 ksi) IN STANDARD HOLES, WITH WASHER.

ANCHOR BOLTS:

SHALL CONFORM TO ASTM A325, (Fu = 105ksi UNLESS NOTED OTHERWISE)

5. ALL COMPONENTS SHALL BE PROTECTED FROM WEATHER EFFECTS. USE HOT DIP GALVANIZED MATERIAL OR

PAINT AS APPROPRIATE. TOUCH UP ALL FIELD WELDS AND ABRADED AREAS WITH TWO COATS OF ACCEPTABLE

PAINT. REPAIR OF ABRADED OR UNCOATED AREAS SHALL CONFORM TO ASTM A780-93A.

6. CONTRACTOR SHALL COORDINATE WITH PROJECT MANAGER OR SITE ENGINEER FOR COLOR SELECTION.

7. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND

ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND

OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION

OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY AREAS OF THE SITE AT THE CONTRACTOR'S

EXPENSE THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE

PROPOSED IMPROVEMENTS.

9. CONTRACTOR SHALL VERIFY PROPOSED STRUCTURAL LOCATIONS AND POTENTIAL CONFLICTS BEFORE

BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER. DESIGN MODIFICATIONS MAY BE NECESSARY AS A

RESULT.

10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWING SET AND EXISTING FIELD CONDITIONS.

11. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE BUILDING IS IN GOOD REPAIR AND A CODE

COMPLIANT STRUCTURE EXISTS ALONG THE PROPOSED CONTINUOUS LOAD PATH OF THE PROPOSED DESIGN.

INSPECT FROM THE POINT OF ATTACHMENT DOWN TO THE FOUNDATION. PRIOR TO CONSTRUCTION NOTIFY

THE ENGINEER IF CONDITIONS THAT AFFECT THE PROPOSED DESIGN ARE FOUND.

12. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND SITE CONDITIONS PRIOR TO

COMMENCEMENT OF THE WORK. CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF THE PROPOSED

IMPROVEMENTS PRIOR TO CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY AREAS OF THE SITE AT THE CONTRACTOR'S

EXPENSE THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE

PROPOSED IMPROVEMENTS.

14. THIS DESIGN IS BASED ON:

· EXISTING STRUCTURAL PLANS OF WALL AND SLAB PROVIDED BY MOSES ENGINEERING.

14. THESE STRUCTURAL DRAWING (S-1 - S-4) IS IN SUPPORT OF THE STRUCTURAL ENGINEERING ANALYSIS FOR THE

SUPPORTING WALL. STRUCTURAL REPORT PREPARED BY JWM-ENGINEERING.

15. THE CONTRACTOR SHALL VERIFY PROPOSED STRUCTURAL LOCATIONS AND POTENTIAL CONFLICTS BEFORE

BEGINNING CONSTRUCTION.

GENERAL STRUCTURAL NOTES:

S-2

EXISTING 10FT CMU

BLOCK CONCEALMENT WALL

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

EXISTING HVAC LAYOUT - PLAN VIEW

N

O

R

T

H

CONCRETE / MASONRY INSTALLATION NOTES:

1. DESIGN:

CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE 6th EDITION (2017) FLORIDA BUILDING CODE AND ANY OTHER

LOCAL OR REGIONAL GOVERNING CODES DURING CONSTRUCTION WHICH INCLUDES ACI 318-14, VA CONCRETE

SPECIFICATION SECTION 03 30 53 & VA MASONRY SPECIFICATION 04 20 00.

2. REINFORCEMENT BARS (REBARS):

TENSION BAR: ASTM A615 (GRADE 60)

SHEAR BAR: ASTM A615 (GRADE 60)

MIN 3" EDGE DISTANCE FROM ALL SIDES (BELOW GRADE) 1-1/2" EDGE DISTANCE ABOVE GRADE.

USE HOT DIP GALVANIZED OR EPOXY COATED REINFORCEMENT STEEL.

3. ALL CONCRETE SHALL BE 3,000 PSI CONCRETE 28 DAY COMPRESSION STRENGTH, UNLESS OTHERWISE NOTED. SEE SHEET

8 of 22 FOR VA CONCRETE SPECIFICATIONS.

4. GROUT SHALL BE MINIMUM 1800 PSI COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM C 1019, UNLESS OTHERWISE

NOTED.

5. TERMINATE REBAR WITH STANDARD HOOKS OR 90 DEG BENDS. MAINTAIN MINIMUM DEVELOPMENT LENGTH OF 20 TIMES

DIAMETER.

6. CONCRETE WORK AND REINFORCEMENT PLACEMENT SHALL MEET THE MINIMUM STANDARDS OF ACI 318-14.

REINFORCEMENT SHALL BE PROTECTED FROM CORROSION.

7. CONCRETE WALL FINISH SHALL BE STUCCO AND PAINTED TO MATCH EXISTING BUILDING WITH A MINIMUM OF TWO COATS.

8. CONCRETE MASONRY UNIT (BLOCKS) SHALL BE 8X8X16 AND SHALL COMPLY WITH THE PROVISIONS OF THE ASCE / ACI 530

BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE.

9. HOLLOW BLOCK SHALL COMPLY TO ASTM C90, TYPE L, GRADE N-1. SOLID BLOCK SHALL COMPLY WITH ASTM C145, TYPE I, GRADE N-1 AND USED ONLY WHERE PERMITTED BY ENGINEER.

10. MORTAR SHALL COMPLY WITH ASTM C1019, TYPE M, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI.

LAY UNITS WITH FULL MORTAR COVERAGE ON BOTH HORIZONTAL AND VERTICAL JOINTS.

Stephen Florida - SB

352-372-1911 moses-eng.com

Moses Project # 19010

2209 NW 40th Terrace, Ste A Gainesville, FL 32605 FL License EB-0003097

MOSES ENGINEERING

U.S. Department of Veterans Affairs

VALOR CONSTRUCTION MANAGEMENT

137 E. Main Street

PAHOKEE, FL 33476

561-924-2559

MOSES ENGINEERING

2209 NW 40TH TERRACE, SUITE A

GAINESVILLE, FL 32605

352-372-1911

STAMP

ngineering, llc

JWM Engineering, LLC

4907 NW 43rd Street, Suite D

Gainesville, FL 32606 www.jwme.co

P: 352-505-8890

F: 866-524-4824 e: jwm@jwm-engineering.com

Registration #28619

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY STEPHEN

MATTHEW BELSER, PE ON

08/02/2021. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

STEPHEN MATTHEW BELSER, PE

PE FL #67514

PROPOSED 10'-0" TALL

CMU BLOCK WALL

EXISTING CHILLER YARD

WALL TO REMAIN

NEW 8'-6" ACCESS

BETWEEN EX.

COLUMNS

±15'-0"

±36'-3"

±37'-3"

±47'-3"

EX. ACCH-2EX. ACCH-1

PROPOSED ACCH-4

±8'-0" ±8'-0"

±8'-5"

±6'-0"

±7'-9 1/2"

EXISTING CHILLER YARD

WALL TO REMAIN

PROPOSED ACCH-3

EX. 24"X24" COLUMNS

TYP. (V.I.F)

PROPOSED 10'-0" TALL

CMU BLOCK WALL

±39'-5"

S-3

S-3

S-3

S-3

S-3

S-3

S-4

EXISTING CHILLER YARD

WALL TO REMAIN

SCALE: 1/4" = 1'-0"

PROPOSED HVAC LAYOUT - PLAN VIEW

N

O

R

T

H

INSTALL DRAIN HOLES ALONG WALLS AT ±10FT O.C. ADJUST TO

FIELD CONDITIONS OF EXISTING SLAB SLOPE TO PREVENT

WATER FROM PONDING ON SLAB. MATCH EXISTING DRAINS IN

EXISTING WALL.

LEGEND

PROPOSED DRAIN HOLES

SPACED 10FT O.C. (TYP.)

NEW ±6'-0"

ACCESS

±36'-3"

±10'-0"

NEW ±6'-0"

ACCESS

Moses Project # 19010

2209 NW 40th Terrace, Ste A Gainesville, FL 32605 FL License EB-0003097

MOSES ENGINEERING

U.S. Department of Veterans Affairs

VALOR CONSTRUCTION MANAGEMENT

137 E. Main Street

PAHOKEE, FL 33476

561-924-2559

MOSES ENGINEERING

2209 NW 40TH TERRACE, SUITE A

GAINESVILLE, FL 32605

352-372-1911

STAMP

ngineering, llc

JWM Engineering, LLC

4907 NW 43rd Street, Suite D

Gainesville, FL 32606 www.jwme.co

P: 352-505-8890

F: 866-524-4824 e: jwm@jwm-engineering.com

Registration #28619

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY STEPHEN

MATTHEW BELSER, PE ON

08/02/2021. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

STEPHEN MATTHEW BELSER, PE

PE FL #67514

TYPICAL 6FT WALL OPENING DETAIL

SCALE: 3/4" = 1'-0"

S301

S-3

EXISTING 6"

CONCRETE SLAB

±7'-4"

B

B

A A

C

C

±10'-0"

NOTES FOR DETAIL 301:

1. INSTALL 1 #5 REINFORCING BAR IN TIE BEAM TO RUN THOUGH BOTH PROPOSED

LINTEL AND EXISTING CONCRETE DECK. ANCHORED TOP TO UPPER TIE BEAM

USING STANDARD L-HOOKS DOWN TO CONCRETE SLAB USING HILTI HIT-HY 200

EPOXY ANCHORING SYSTEM WITH 5" EMBEDMENT DEPTH.

2. INSTALL PRECAST 8"x8" CONCRETE LINTEL WITH (2) #5 BARS. TERMINATE BOTH

ENDS WITH 90° BEND IN THE TIE DOWN. FILLED CELLS WITH 18" DEVELOPMENT

LENGTH.

GROUT SOLID MASONRY CELL WITH

(1) #5 CONT.. FROM EXISTING FLOOR

SLAB TO TIE BEAM ANCHOR INTO

FLOOR USING HILTI HIT-HY200 EPOXY

SECTION AA

CAST-IN-PLACE CONCRETE TIE

BEAM WITH (2) #5 BARS TOP & (2)

#5 BOTTOM WITH 1.5" MIN. COVER

SECTION CC

SECTION BB

INSTALL (2) #5 REBARS

WITH 1.5" MIN. COVER

SEE NOTE 2

±8" MIN.

END BEARING

±8"

TYPICAL MASONRY CORNER DETAIL

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

S302

S-3

8 GA. LADDER TYPE REINFORCEMENT EVERY

SECOND COURSE (SEE CONCRETE/MASONRY

INSTALLATION NOTE 1 ON SHEET 4 OF 22).

FILLED CELL W/ #5 REBAR @ 24" O.C. CONT..

FROM UPPER TIE BEAM TO CONCRETE SLAB.

TERMINATE IN TIE BEAM WITH STANDARD

L-HOOKS AND IN EXISTING SLAB USING HILTI

HIT-HY200 EPOXY SYSTEM WITH MIN. 5"

EMBEDMENT DEPTH (TYP.).

ADDITIONAL #5 REBAR

IN CORNERS

8 GA. LADDER TYPE REINFORCEMENT EVERY

SECOND COURSE (SEE CONCRETE/MASONRY

INSTALLATION NOTE 1 ON SHEET 4 OF 22).

FILLED CELL W/ #5 REBAR @ 24" O.C. CONT.. FROM UPPER TIE

BEAM TO CONCRETE SLAB. TERMINATE IN TIE BEAM WITH

STANDARD L-HOOKS AND IN EXISTING SLAB USING HILTI HIT-HY200

EPOXY SYSTEM WITH MIN. 5" EMBEDMENT DEPTH (TYP.).

±2'-0"

±2'-0"

TYPICAL WALL ANCHORING DETAIL

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

S303

S-3

TOP OF EX. CONCRETE DECK

FILLED CELL W/ #5 REBAR @ 24" O.C. CONT.. FROM

UPPER TIE BEAM TO CONCRETE SLAB. TERMINATE

IN TIE BEAM WITH STANDARD L-HOOKS AND IN

EXISTING SLAB USING HILTI HIT-HY200 EPOXY

SYSTEM WITH MIN. 5" EMBEDMENT DEPTH (TYP.).

INSTALL #5 REBAR USING HILTI HIT-HY 200

EPOXY ANCHORING SYSTEM USING A MINIMUM

EMBEDMENT DEPTH OF 5". EXTEND REBAR TO

TOP AND EMBED INTO TOP TIE BEAM USING

L-HOOKS (TYPICAL FOR ALL VERTICAL REBAR).

PROPOSED

CMU WALL

8 GA. LADDER TYPE REINFORCEMENT EVERY

SECOND COURSE (SEE CONCRETE/MASONRY

INSTALLATION NOTE 1 ON SHEET 4 OF 22).

EXISTING 6"

CONCRETE SLAB

EXISTING W.W.F CONCRETE

REINFORCEMENT. SEE ORIGINAL

CONSTRUCTION DRAWINGS

TO MATCH HEIGHT OF EXISTING WALL.

EXISTING CONCRETE

COLUMN OR CMU

BLOCK WALL (V.I.F)

INSTALL (4) #5 REBARS FROM PROPOSED TIE BEAM INTO

EXISTING WALL WITH HILTI HIT-HY 200 EPOXY ANCHORING

SYSTEM WITH MINIMUM EMBEDMENT DEPTH OF 6". SEE

DETAIL S301 SECTION CC.

WALL ATTACHMENT DETAIL

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

S304

S-3

PROPOSED TIE BEAM

PROPOSED

CMU BLOCK WALL

TYPICAL MASONRY CORNER DETAIL

SCALE: 1" = 1'-0"

S305

S-3

ADDITIONAL #5 REBAR

IN CORNERS

FILLED CELL W/ #5 REBAR @ 24" O.C. CONT.. FROM UPPER TIE

BEAM TO CONCRETE SLAB. TERMINATE IN TIE BEAM WITH

STANDARD L-HOOKS AND IN EXISTING SLAB USING HILTI HIT-HY200

EPOXY SYSTEM WITH MIN. 5" EMBEDMENT DEPTH (TYP.).

FILLED CELL W/ #5 REBAR @ 24" O.C. CONT..

FROM UPPER TIE BEAM TO CONCRETE SLAB.

TERMINATE IN TIE BEAM WITH STANDARD

L-HOOKS AND IN EXISTING SLAB USING HILTI

HIT-HY200 EPOXY SYSTEM WITH MIN. 5"

EMBEDMENT DEPTH (TYP.).

±135°

±2'-0"

±2'-0"

8 GA. LADDER TYPE REINFORCEMENT EVERY

SECOND COURSE (SEE CONCRETE/MASONRY

INSTALLATION NOTE 1 ON SHEET 4 OF 22).

8 GA. LADDER TYPE REINFORCEMENT EVERY

SECOND COURSE (SEE CONCRETE/MASONRY

INSTALLATION NOTE 1 ON SHEET 4 OF 22).

±6'-0"

S-3

±2'-0"

±2'-0"

±2'-0"

±2'-0"

±1 1/2"

SEE NOTE 1

±1 1/2"

±1'-4"

±1 1/2"±5"

±1 1/2"

±1'-1"

±6"

Moses Project # 19010

2209 NW 40th Terrace, Ste A Gainesville, FL 32605 FL License EB-0003097

MOSES ENGINEERING

U.S. Department of Veterans Affairs

VALOR CONSTRUCTION MANAGEMENT

137 E. Main Street

PAHOKEE, FL 33476

561-924-2559

MOSES ENGINEERING

2209 NW 40TH TERRACE, SUITE A

GAINESVILLE, FL 32605

352-372-1911

STAMP

ngineering, llc

JWM Engineering, LLC

4907 NW 43rd Street, Suite D

Gainesville, FL 32606 www.jwme.co

P: 352-505-8890

F: 866-524-4824 e: jwm@jwm-engineering.com

Registration #28619

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY STEPHEN

MATTHEW BELSER, PE ON

08/02/2021. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

STEPHEN MATTHEW BELSER, PE

PE FL #67514

PROPOSED 8'-6" WALL OPENING DETAIL

SCALE: 3/4" = 1'-0"

S401

S-4

±8'-8"

±8'-6"

EXISTING 24"x24"

CONCRETE COLUMN (V.I.F)

EXISTING 16"x8"

CONCRETE TIE BEAM (V.I.F)

EXISTING 24"x24"

CONCRETE COLUMN (V.I.F)

EXISTING CMU

BLOCK WALL

TO REMAIN

EXISTING 24"x24"

CONCRETE COLUMN (V.I.F)

EXISTING 16"x8"

CONCRETE TIE BEAM (V.I.F)

EXISTING 24"x24"

CONCRETE COLUMN (V.I.F)

EXISTING CMU

BLOCK WALL

TO REMAIN

EXISTING 6"

CONCRETE SLAB

AREA TO BE REMOVED. EXISTING REINFORCEMENT IN

- TIE BEAM, SLAB AND COLUMNS TO BE CUT AT THE SURFACE

AND SHALL NOT BE DISTURBED IN REMAINING STRUCTURE.

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

EXISTING 6"

CONCRETE SLAB

NOTES:

1. EXISTING REINFORCEMENT IN REMAINING STRUCTURE SHALL NOT BE REMOVED OR

DISTURBED DURING DEMO. CONSTRUCTOR SHALL REPAIR ANY DAMAGE TO REMAINING

STRUCTURE. EXISTING REINFORCEMENT SHALL BE CUT LEVEL TO THE SURFACE.

SEE NOTE 1

SCALE: 3/4" = 1'-0"

CMU WALL DEMO - SECTION VIEW

SCALE: 3/4" = 1'-0"

PROPOSED CMU WALL OPENING - SECTION VIEW

Moses Project # 19010

2209 NW 40th Terrace, Ste A Gainesville, FL 32605 FL License EB-0003097

MOSES ENGINEERING

U.S. Department of Veterans Affairs

VALOR CONSTRUCTION MANAGEMENT

137 E. Main Street

PAHOKEE, FL 33476

561-924-2559

MOSES ENGINEERING

2209 NW 40TH TERRACE, SUITE A

GAINESVILLE, FL 32605

352-372-1911

STAMP

ngineering, llc

JWM Engineering, LLC

4907 NW 43rd Street, Suite D

Gainesville, FL 32606 www.jwme.co

P: 352-505-8890

F: 866-524-4824 e: jwm@jwm-engineering.com

Registration #28619

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY STEPHEN

MATTHEW BELSER, PE ON

08/02/2021. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON

ANY ELECTRONIC COPIES.

STEPHEN MATTHEW BELSER, PE

PE FL #67514

SCALE: N.T.S

CEMENT & WATER FACTORS FOR CONCRETE TABLE

SCALE: N.T.S

AGGREGATE SIZE & TOTAL AIR CONTENT TABLE

NOTES:

1. CONTRACTOR SHALL REFER TO CONCRETE/MASONRY INSTALLATION NOTE 1 ON SHEET 4 OF 22

PRIOR TO CONSTRUCTION. FOLLOW FORMWORK, BATCH AND MIXING GUIDELINES SPECIFIED IN THE

VA SPECIFICATIONS.