ADDENDUM 1.pdf

COSUMNES COMMUNITY SERVICES DISTRICT

Capital Projects Division 8820 Elk Grove Blvd.

Elk Grove, CA 95624

Fire Tower Repair

PC-27-011

ADDENDUM NO. 1

Issued September 30, 2026

TO ALL PROSPECTIVE BIDDERS:

All prospective bidders are hereby advised of the following modifications and clarifications:

SPECIFICATION SECTION – INSTRUCTION TO BIDDERS

ARTICLE 6. TIME OF COMPLETION

Remove and replace the entire section as follows:

The Contractor shall submit all required material submittals within five (5) Working Days following issuance of the Notice to Proceed. The Contractor shall coordinate with the District and Engineer of

Record to facilitate timely review and approval of submittals. The District’s Engineer of Record shall have five (5) Working Days to review and approve complete material submittals. The Contractor shall allow ten (10) Working Days following approval of the required material submittals for fabrication and delivery of the floor joists and metal floor decking.

The Contractor shall not delay demolition or other Work that can reasonably proceed while material submittals are under review or materials are being fabricated. The Contractor is encouraged to commence such Work as soon as practicable and shall coordinate and sequence the Work to maximize the available construction time.

Notwithstanding the foregoing schedule milestones, Final Completion shall be achieved no later than January 8, 2027.

ARTICLE 34. TIME OF COMPLETION

DELETE the following language in its entirety:

Work shall be commenced within ten (10) Working Days of the date stated in the District’s Notice to

Proceed and shall be completed by Contractor in 20 working days as specified in the Contract

Documents.

REPLACE with the following :

Work shall be completed in accordance with Article 6. TIME OF COMPLETION.”

All remaining provisions of Article 34. TIME OF COMPLETION remain unchanged and in full force and effect.

DRAWING – VARIOUS MODIFICATIONS

• Refer to the Addendum No. 1 drawing, which modifies various items of work. All revisions are clouded on the drawings for ease of identification.

THE ORIGINAL BID DATE HAS NOT CHANGED.

SHEET INDEX

CCSD FIRE TOWER REPAIR

PROJECT DATA

PROJECT CONTACTS

PROJECT USE/SCOPE

OCCUPANCY U

30' (100' ALLOWED)

SCOPE OF WORK

REPLACE EXISTING FIRE DAMAGED STRUCTURAL ELEMENTS WITH SIMILAR

STRUCTURAL ELEMENTS

BUILDING CODE NOTES

1. HAZARDOUS MATERIALS IN ANY QUANTITY SHALL CONFORM TO

SECTIONS 307 & 414 OF THE 2015 CBC & CURRENT EDITION OF THE

CALIFORNIA FIRE CODE.

THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF TITLE-24, THE 2025

C.B.C., C.M.C., C.P.C., C.E.C., N.E.C., & CALIFORNIA FIRE CODE. THIS PROJECT

SHALL ALSO COMPLY WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE

AS APPLICABLE AND THE LATEST CALIFORNIA AMENDMENTS FOR ENERGY &

ACCESSIBILITY AND ALL LOCAL STANDARDS AND ORDINANCES.

COMPLIANCE CODES

FIRE TRAINING FACILITY

OWNER

APN 0134-0220-047

ELK GROVE, CALIFORNIA 95624

ABBREVIATIONS

DESC.ABB.

AB

AC

ADA

BC

BLDG.

BOC

BW

COL

C

C,G, & SW

CL

CB

CO

C.O.S.

CPUC

DIA

DIP

DWG

EC

EL

EP

ESMT

EX.

FL

FF

FOC

FH

FTG

G

GB

GI

HP

HORIZ

INV

LF

L

MAX

MH

MIN

NO.

NTS

P

PC

PP

PT

PUE

PVC

PL

R R/W

RC

RCP

RWL

SD

SS

SL

SW

SDJB

SDMH

SSMH

STA

STD

ST

TC

TI

TW

TYP

U.O.N.

UPRR

V

VAR

VC

VERT

W

WS

(W) (E) (S) (N) (L) (R)

AT

AGGREGATE BASE

ASPHALT CONCRETE

AMERICANS WITH DISABILITIES ACT

BEGINNING OF CURVE

BUILDING

BACK OF CURB

BACK OF WALK

COLUMN

CONCRETE

CURB, GUTTER, AND SIDEWALK

CENTERLINE

CATCH BASIN

CLEANOUT

CITY OF STOCKTON

DIAMETER

DUCTILE IRON PIPE

DRAWING

END OF CURVE

ELEVATION

EXISTING PAVEMENT

EASEMENT

EXISTING

FLOWLINE

FINISHED FLOOR

FACE OF CURB

FIRE HYDRANT

FOOTING

GROUND

GRADE BREAK

HORIZONTAL

INVERT

LINEAL FEET

LEFT

MAXIMUM

MAINTENANCE HOLE

MINIMUM

NUMBER

NOT TO SCALE

PAVEMENT

POINT OF CURVATURE

POWER POLE

POINT

PUBLIC UTILITY EASEMENT

POLYVINYL CHLORIDE

PROPERTY LINE

RADIAL OR RADIUS

RIGHT-OF-WAY

ROLL-CURB

REINFORCED CONCRETE PIPE

RAIN WATER LEADER

STORM DRAIN

SANITARY SEWER

STREET LIGHT

SIDEWALK

STORM DRAIN MAINTENANCE HOLE

SANITARY SEWER MAINTENANCE HOLE

STATION

STANDARD

STREET

TOP OF CURB

TRAFFIC INDEX

TOP OF WALL

TYPICAL

UNDERGROUND VAULT

VAR

VERTICAL CURVE

VERTICAL

WATER

WATER SERVICE

WEST

EAST

SOUTH

NORTH

PLUS OR MINUS

LEFT SIDE OF ROAD

RIGHT SIDE OF ROAD

UNLESS OTHERWISE NOTED

HIGH POINT

STORM DRAIN JUNCTION BOX

CALIF. PUBLIC UTILITIES COMMISSION

UNION PACIFIC RAILROAD

GALVANIZED IRON

NO SCALEVICINITY MAP

AVERAGE BUILDING

HEIGHT

10573 E. STOCKTON BLVD.

Siegfried Engineering, Inc.

3428 Brookside Road Stockton, CA 95219

(209) 943-2021

STRUCTURAL ENGINEER CONTACT

Jori Lemmon, S.E., P.E.

COVER SHEET

CS

COSUMNES COMMUNITY

SERVICES DISTRICT

8820 ELK GROVE BLVD.

ELK GROVE, CA 95624

REVISIONS

DateNo. Description

Job No.

Date

Drawn by

Proj Mgr JL

09/25/2026

26051

PROJECT

SHEET TITLE

CCSD FIRE

TOWER REPAIR

10573 E. STOCKTON

BLVD, ELK GROVE, CA

ATL

Sheet:

3428 Brookside Road Stockton,California 95219 209-943-2021 Fax: 209-942-0214 www.siegfriedeng.com

CIVIL

STRUCTURAL

LANDSCAPE

ARCHITECTURE

SURVEYING

PLANNING

ATHLETIC

FACILITY DESIGN

GEOTECHNICAL

1 9/23/26 BID AGENDA 1

PROJECT SITE

GRANT LINE RD.

KAMMERER RD.

CS COVER SHEET

S1.1 GENERAL NOTES

S2.1 FIRST FLOOR FRAMING PLAN

S2.2 SECOND FLOOR FRAMING PLAN

S3.1 DETAILS

GENERAL:

A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2025 EDITION OF THE CALIFORNIA

BUILDING CODE AND ITS REFERENCED DESIGN STANDARDS. ALL SPECIFICATIONS, DESIGN

STANDARDS AND CODES SHALL BE THE LATEST APPROVED EDITIONS BY THE

GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT.

B. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY

PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY.

C. DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND

CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS

REPEATED.

D. THE STRUCTURAL DRAWINGS AND DETAILS SHALL NOT BE SCALED. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.

E. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS,

POCKETS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN

THE STRUCTURAL MEMBERS (BEAMS, COLUMNS, WALLS, SLABS, ETC.).

F. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON PLANS AND DETAILS, ANY

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL

ENGINEER.

G. SITE CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWINGS OR THAT

DEVIATE FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO

THE ATTENTION OF THE STRUCTURAL ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS

MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT,

DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.

H. THE REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER IS FOR GENERAL

COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.

I. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER IN

WRITING. SHOP DRAWINGS DO NOT CONSTITUTE CHANGES IN WRITING. THE APPROVING

GOVERNMENT AGENCY MAY REQUIRE APPROVAL OF THE FIELD CHANGE PROPOSED PRIOR

TO CONSTRUCTION.

J. THE RESPONSIBILITY FOR REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS

PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR.

DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL

ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION.

K. LOADS TO THE BUILDING THAT EXCEED THE LOADS INDICATED IN THE STRUCTURAL

DRAWINGS, OR ANY LOADS EXCEEDING 400 POUNDS THAT ARE NOT INDICATED ON THE

STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER.

L. CONSTRUCTION/BUILDING MATERIALS SHALL BE SPREAD OUT IF PLACED ON THE

STRUCTURE, THE MATERIAL LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD INDICATED.

WHERE THE STRUCTURE HAS NOT ATTAINED FINAL DESIGN STRENGTH OR SUFFICIENT

STABILITY ADEQUATE SHORING AND OR BRACING SHALL BE INSTALLED TO TEMPORARILY

SUPPORT THE MATERIALS.

M. THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE

ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR.

N. DEVIATIONS FROM EXISTING CONDITIONS WHERE INDICATED ON THE STRUCTURAL

DRAWINGS SHALL BE RESOLVED WITH THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING

WITH DEMOLITION WORK OR NEW CONSTRUCTION.

O. THE RESPONSIBILITY FOR NECESSARY SHORING OR BRACING OF THE STRUCTURE DURING

CONSTRUCTION OR DEMOLITION SHALL BEAR ON THE CONTRACTOR. THESE STRUCTURAL

DRAWINGS DO NOT INDICATE THE PHASING OF WORK. THE RESPONSIBILITY FOR

SCHEDULING AND COORDINATION OF THE WORK SHALL BEAR ON THE CONTRACTOR.

DESIGN DATA:

A. LIVE LOADS:

ROOF LIVE LOAD(U): 20 PSF (RR)

ROOF MECHANICAL AREA (U) 100 PSF (NR)

CORRIDORS, EXITS AND STAIRS(U): 100 PSF (NR)

(NR) = NON-REDUCIBLE LIVE LOAD

(RF) = REDUCIBLE PER CBC 1607.10.1 FOR FLOORS

(RR) = REDUCIBLE PER CBC 1607.12.2 FOR ROOFS

(U) = UNIFORM DISTRIBUTION

(C) = CONCENTRATED OVER 30 IN X 30 IN AREA UNO

STRUCTURAL OBSERVATIONS:

NOTIFY THE STRUCTURAL ENGINEER WHEN DESIGNATED PORTIONS OF THE WORK ARE

READY FOR OBSERVATION.

1. NEW JOIST MEMBERS ARE INSTALLED.

2. NEW DECKING HAS BEEN INSTALLED.

COLD-FORMED STEEL FRAMING

A. COLD-FORMED STEEL FRAMING SHALL BE FROM A STEEL STUD

MANUFACTURERS ASSOCIATION (SSMA) APPROVED SUPPLIER

AND CONFORM TO ICC ESR-3064P.

B. COLD-FORMED STEEL FRAMING SHALL BE GALVANIZED (G60)

AND CONFORM TO ASTM A653 AS FOLLOWS:

1) STUDS AND TRACK - 43 MIL (18GA) & LIGHTER (GRADE 33)

2) STUDS AND TRACK - 54 MIL (16GA) & HEAVIER (GRADE 50)

3) CLIPS AND ANGLES - ALL GAUGES (GRADE 33)

C. COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND

ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE

AISI SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS. STUD MEMBERS SHALL HAVE

PUNCHED WEBS.

D. TOP AND BOTTOM TRACKS SHALL BE 54 MIL (16 GA) WITH 1 1 / 4

INCH FLANGES MINIMUM, UNO.

E. FULL HEIGHT DOUBLE STUDS SHALL BE PROVIDED AT THE

ENDS OF PARTITIONS, AT ALL WALL OPENINGS, AND AT OTHER

LOCATIONS SHOWN ON THE PLANS.

F. FLOOR AND CEILING JOISTS SHALL HAVE THE SAME ON

CENTER SPACING AS THE WALL STUDS, AND THE JOISTS

SHALL BE ALIGNED DIRECTLY OVER THE STUDS SO AS TO

AVOID BENDING IN THE WALL TOP TRACK.

G. FASTENINGS OF COLD-FORMED COMPONENTS SHALL BE WITH

#10 SCREWS UNO PER (ER-4943P) OR EQUAL. MINIMUM

SPACING SHALL BE 1.5 INCHES ON CENTER, AND MINIMUM

EDGE DISTANCE 0.5 INCH.

H. SHEATHING SHALL BE ATTACHED TO BOTH FACES OF METAL

WALL STUDS THROUGHOUT THEIR LENGTH. PROVIDE

BLOCKING/BRIDGING OR LATERAL BRACING ON EACH FACE

WHERE SHEATHING DOES NOT OCCUR.

I. COLD-FORMED FRAMING SHALL BE DESIGN-BUILD WHERE NOT

SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.

DESIGN-BUILD FRAMING SHALL COMPLY WITH ANY TYPICAL

FRAMING DETAILS PROVIDED.

J. CONNECTIONS TO THE STRUCTURE SHALL INCLUDE

STABILIZING ELEMENTS SUCH AS BRACES, STIFFENER PLATES,

ETC SO AS TO NOT IMPOSE ECCENTRIC LOADING, TWISTING,

OR WARPING TO BUILDING STRUCTURAL MEMBERS. PROVIDE

MATERIAL AND INSTALL STABILIZING ELEMENTS AT NO

ADDITIONAL COST TO THE OWNER.

GENERAL NOTES

S1.1

REVISIONS

DateNo. Description

Job No.

Date

Drawn by

Proj Mgr JL

09/25/2026

26051

PROJECT

SHEET TITLE

CCSD FIRE

TOWER REPAIR

10573 E. STOCKTON

BLVD, ELK GROVE, CA

ATL

Sheet:

3428 Brookside Road Stockton,California 95219 209-943-2021 Fax: 209-942-0214 www.siegfriedeng.com

CIVIL

STRUCTURAL

LANDSCAPE

ARCHITECTURE

SURVEYING

PLANNING

ATHLETIC

ABBREVIATIONS:

ANCHOR BOLT

ADDITIONAL

ADJACENT

ABOVE FINISH FLOOR

AMERICAN CONCRETE INST.

AMERICAN INSTITUTE OF STEEL CONST.

AMERICAN IRON AND STEEL INST.

AMERICAN NATIONAL STANDARDS INST.

AMERICAN WELDING SOCIETY.

ARCHITECTURAL

BELOW FINISH FLOOR

BLOCKING

BOUNDARY NAILING

BOTTOM OF STEEL

CANTILEVERED

CENTER TO CENTER

CAST IN PLACE

CONCRETE BONDING AGENT

CONTROL JOINT

COMPLETE JOINT PENETRATION WELD

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT COLUMN

COLUMN

CONNECTION

CONCRETE

CONSTRUCTION

CONTINUOUS

DETAIL

DOUGLAS FIR

DIAGONAL

DIMENSION

DIAMETER

DITTO, OR DO OVER (REPEAT)

DRAWINGS

EXISTING

EACH

EACH FACE

ELEVATION

EXPANSION JOINT

EMBEDMENT

EDGE NAILING

EQUAL

EQUIPMENT

EDGE SCREWS

EACH WAY

FOUNDATION

FINISH FLOOR

FIELD NAILING

FULL PENETRATION WELD

FEET

FOOTING

FAR SIDE

GAGE OR GAUGE

GALVANIZED

GLUE LAM. BEAM

HEADED CONCRETE ANCHOR

HEADER

HOLDOWN

HORIZONTAL

INSTITUTE

KIPS

KNOCK OUT

KNOCK OUT PANEL

KIPS PER SQUARE INCH

LAMINATED

LATERAL FORCE RESISTING SYSTEM

A.B.

ADD'L

ADJ.

A.F.F (OR AFF)

ACI

AISC

AISI

ANSI

AWS

ARCH'L

B.F.F. (OR BFF)

BLKG.

B.N. (OR BN)

B.O.S. (OR BOS)

CANT'L

CC

C.I.P. (OR CIP)

C.B.A.

C.J. (OR CJ)

CJP

C L (OR )

CLG.

CLR.

C.M.U. (OR CMU)

COL.

CONN (OR CONX)

CONC.

CONST.

CONT.

DET

DF

DIAG

DIMS (OR DIM)

DIA., Ø

D.O. (OR DO)

DWGS.

(E)

EA. (OR EA)

E.F. (OR EF)

ELEV

EJ

EMBED

E.N. (OR EN)

EQ. (OR EQ)

EQUIP

E.S. (OR ES)

E.W. (OR EW)

FND., FDN.

FIN. FL. (OR FF)

F.N.

F.P.

FT

FTG

FS

GA

GALV.

GLB

HCA

HDR

HD

HORIZ.

INST.

K

KO

KOP

KSI

LAM.

LFRS

LONG LEG VERTICAL

LONG LEG BACK TO BACK

LONG LEG HORIZONTAL

LONGITUDINAL

LONG SLOTTED HOLE

LAM. STRAND LUMBER (TIMBERSTRAND LSL)

LAM. VENEER LUMBER (MICROLLAM LVL)

MANUFACTURE

MAXIMUM

MACHINE BOLT

MECHANICAL

MECH'L, ELECT. PLUMB.

MINIMUM

NEAR FACE

NEAR SIDE

NOMINAL

NOT TO SCALE

NUMBER

ON CENTER

OPPOSITE

OUTSIDE DIAMETER

POWDER-ACTUATED FASTENER

POUNDS PER CUBIC FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PARTIAL JOINT PENETRATION WELD

PLATE

PLYWOOD

PARALLEL STRAND LUMBER (PARALLAM PSL)

POST TENSIONED

PRESSURE-TREATED DF

PRESSURE-TREATED HEM-FIR

REINFORCING, REINFORCED, REINFORCING

REQUIRED

SCHEDULE

SELF-DRILLING SCREW

SECTION

SHEET

SHEATHING

SIMILAR

SMOOTH, GREASED DOWEL

STEEL JOIST INSTITUTE

SHEET METAL SCREWS STANDARD

STANDARD

STRUCTURAL

SELF TAPPING SCREW

SYMMETRIC

TENSION-CONTROL (BOLTS)

TRUSS JOIST MACMILLAN ("I" JOIST)

TOP AND BOTTOM

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TONGUE AND GROOVE

TOP OF PLYWOOD

TOP OF STEEL

TOP OF SLAB

TOP OF WALL

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE VERTICAL

VERTICAL

VERIFY IN FIELD

WITH

WORK POINT

WEAKENED PLANE JOINT

WELDED WIRE FABRIC (REINF.)

L.L.V. (OR LLV)

LLBB

LLH

LONG.

LSH

LSL

LVL

MANUF.

MAX.

M.B. (OR MB)

MECH'L

M.E.P. (OR MEP)

MIN. (OR MIN)

NF

NS

NOM

NTS

NO.

O.C. (OR OC)

OPP

OD

PAF

PCF

PSF

PSI

PJP

PL

PLWD.

PSL

PT

PTDF

PTHF

REINF.

REQ'D (OR REQD)

SCHED.

SDS

SECT

SHT.

SHTG.

SIM.

S.G.D.

S.J.I. (OR SJI)

S.M.S.

STD

STRUCT.

STS

SYM

T.C. (OR TC)

TJI

T/B, T&B T.O.B.

T/CONC

T/FTG

T/G T.O.P.

T.O.S., TOS, T/S

T/SLAB

T.O.W., TOW, T/W

TRANS

TYP., (OR TYP)

U.N.O (OR UNO)

VERT.

VIF

W/, w/

WP

W.P.J.

W.W.F. (OR WWF)

EXISTING STEEL BEAM EXISTING STEEL BEAM EXISTING STEEL BEAM EXISTING STEEL BEAM

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

AREA OF CONSTRUCTION

REPLACE DAMAGED JOISTS TO

MATCH EXISTING PER 3/S3.1 AND

2/S2.1

CENTER HALLWAY

WALLS BELOW

(E) 800S250-97 JOIST TYP - V.I.F.

(N) REPLACE FLOOR PANELS

ABOVE FRAMING TO MATCH

EXISTING PER 2/S3.1 WITHIN

AREA OF CONSTRUCTION

FLOOR PANELS TO THE

SOUTH OF THE JOINT MUST

BE REPLACED, AND THE

PANELS TO THE NORTH CAN

BE REUSED

SECOND FLOOR

FRAMING PLAN

S2.1

REVISIONS

DateNo. Description

Job No.

Date

Drawn by

Proj Mgr JL

09/25/2026

26051

PROJECT

SHEET TITLE

CCSD FIRE

TOWER REPAIR

10573 E. STOCKTON

BLVD, ELK GROVE, CA

ATL

Sheet:

3428 Brookside Road Stockton,California 95219 209-943-2021 Fax: 209-942-0214 www.siegfriedeng.com

CIVIL

STRUCTURAL

LANDSCAPE

ARCHITECTURE

SURVEYING

PLANNING

ATHLETIC

SECOND FLOOR FRAMING PLAN (LEVEL 1 OVERHEAD)1 3/8"=1'-0"

CONSTRUCTION NOTES:

1. BEGIN JOIST REPLACEMENT ABOVE NORTHEAST WALL OF CENTER HALLWAY.

2. REPLACEMENT SECTION INCLUDES SIX DAMAGED JOISTS CONSTITUTING APPROXIMATELY HALF THE LENGTH OF

THE NORTHEAST ROOM

3. EXISTING JOISTS MAY REMAIN IN PLACE WHERE POSSIBLE DURING REPLACEMENTS, PROVIDED NO INTERFERENCE WITH NEW WORK. NEW JOISTS TO MATCH EXISTING DIMENSIONS AND MATERIAL SPECIFICATIONS.

4. EXISTING WOOD WALLS AROUND NORTHEAST ROOM WILL BE REMOVED BY OWNER PRIOR TO START OF

CONSTRUCTION.

5. IF ADDITIONAL DAMAGE TO ELEMENTS IS NOTED DURING CONSTRUCTION INFORM OWNER AND EOR IMMEDIATELY

FOR FURTHER EVALUATION.

PHOTO OF FIRST REPLACEMENT LOCATION2 NTS

START LOCATION OF JOIST REPLACEMENT

NORTHEAST WALL OF HALLWAY

DIRECTION OF REPLACEMENT

(CONTINUES FOR 6 JOISTS TOTAL)

S3.1

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

EX

IS

TI

NG

S

TE

EL

B

EA

M

AREA OF CONSTRUCTION

REMOVED DAMAGED JOISTS (7 TOTAL)

AND REPLACE TO MATCH EXISTING

PER 3/S3.1 AND 4/S3.1

REMOVE EXISTING FLOOR

PANELS AS REQUIRED

AND REINSTALL

(E) 1400S250-97 JOIST TYP - V.I.F.

APPROXIMATE LOCATION

OF THIRD FLOOR DECK

OPENING ABOVE LEVEL 2

OVERHEAD BEAMS

REPLACE WARPED WALL PANELING

ALONG THIS WALL. THE EXISTING

MOUNTED EQUIPMENT FOR THE FIRE

SYSTEM WILL BE REMOVED BY THE

OWNER PRIOR TO PROJECT START

THIRD FLOOR

FRAMING PLAN

S2.2

REVISIONS

DateNo. Description

Job No.

Date

Drawn by

Proj Mgr JL

09/25/2026

26051

PROJECT

SHEET TITLE

CCSD FIRE

TOWER REPAIR

10573 E. STOCKTON

BLVD, ELK GROVE, CA

ATL

Sheet:

3428 Brookside Road Stockton,California 95219 209-943-2021 Fax: 209-942-0214 www.siegfriedeng.com

CIVIL

STRUCTURAL

LANDSCAPE

ARCHITECTURE

SURVEYING

PLANNING

ATHLETIC

THIRD FLOOR FRAMING PLAN (LEVEL 2 OVERHEAD)1 3/8"=1'-0"

CONSTRUCTION NOTES:

1. FIRST TWO JOISTS ON SOUTHWEST SIDE TO REMAIN.

2. FIRST FOUR JOISTS ON NORTHEAST SIDE TO REMAIN.

3. EXISTING JOISTS MAY REMAIN IN PLACE WHERE POSSIBLE DURING REPLACEMENTS, PROVIDED NO INTERFERENCE WITH NEW WORK. NEW JOISTS TO MATCH EXISTING DIMENSIONS AND MATERIAL SPECIFICATIONS.

4. IF ADDITIONAL DAMAGE TO ELEMENTS IS NOTED DURING CONSTRUCTION INFORM OWNER AND EOR IMMEDIATELY

FOR FURTHER EVALUATION.

PHOTO OF SECOND FLOOR JOIST CONNECTION2 NTS

(E) JOIST CLIP

FIRST FOUR JOISTS ON N.E. SIDE TO REMAIN

PHOTO OF SECOND FLOOR JOIST CONNECTION3 NTS

FIRST TWO JOISTS ON S.W. SIDE TO REMAIN

S3.1

REMOVE PIPE AND HANGERS AS REQD.

FOR JOIST REPLACEMENT AND REINSTALL

TO MATCH EXISTING CONDITION

WOOD MAZE ON FLOOR ABOVE.

REMOVE AS NEEDED FOR

PROJECT AND DISPOSE

PHOTO OF WALLL PANELING TO BE REPLACED4 NTS

REPLACE EXISTING WARPED

PANEL WITH NEW PBR METAL

PANEL. MATCH EXISTING

GAGE. PANEL TO BE

GALVANIZED

S3.1

UTILIY BOX AND CONDUITS

ON WALL WILL BE REMOVED

BY OWNER PRIOR TO START

OF CONSTRUCTION.

FLOOR PANEL

6" x 1" 18GA.

JOIST

8"x2 1/2" "CEE"

FLOOR PANEL SPLICE

BACK PLATE, 6" x 1" 26GA.

FLOOR PANEL SPLICE PLATE1 NTS

6"

TYP.

FLOOR PANELS

6" x 1" 18GA.

FLOOR JOISTS

8" x 2 1/2" "CEE"

FASTEN FLOOR PANELS TO JOISTS

WITH #12 x 1 1/4" SDS AT 2'-0" O.C.

EA. JOIST

TYPICAL FLOOR PANEL FASTENING DETAIL2 NTS

(N) C-CHANNEL JOIST

TO MATCH EXISTING

L3x3x5.5-68 W/ (6) #12-14 x 1" HEX

HEAD SELF-DRILLING SCREWS

(ASTM C1513) INSTALLED PER

MANUFACTURER'S SPECIFICATIONS

(E) STEEL GIRDER

(N) JOIST TO

MATCH EXISTING

SECTION A

SECTION B

JOIST REPLACEMENT3 NTS

SECOND FLOOR JOIST SPLICE REPLACEMENT4 NTS

CUT DAMAGED BEAM ALONG

CENTERLINE OF (E) CLIP ANGLE

REMOVE EXISTING CLIP AND

CLIP HARDWARE TO ALLOW

FOR SPLICE CONNECTION

INSTALLATION

REMOVE PORTION OF JOIST

SPANNING DAMAGED BAY

14 GAUGE CLIP ANGLE W/ (8) #12-14 x 1" HEX

HEAD SELF-DRILLING SCREWS (ASTM C1513)

ON EACH SIDE OF SPLICE

REPLACE DAMAGED PORTION

TO MATCH EXISTING

PROVIDE (1) 1/2" DIA. ASTM F3125 GRADE

A325 BOLT WITH NUTS AND WASHERS EA

SIDE OF FLANGE

1'-0"

MIN.

0'- 8"

M

IN

4'-0"

2x4 WOOD BLOCKING

SCREW TO CURB

AT 2'-0" O.C.

(E) FLOOR

PANEL

FASTEN HAT CHANNELS TO

FLOOR PANELS WITH

#12 x 3/4" SCREWS AT 1'-0" O.C.

(AROUND ENTIRE PERIMETER)

(E) FLOOR JOIST

DETAILS

S3.1

REVISIONS

DateNo. Description

Job No.

Date

Drawn by

Proj Mgr JL

09/25/2026

26051

PROJECT

SHEET TITLE

CCSD FIRE

TOWER REPAIR

10573 E. STOCKTON

BLVD, ELK GROVE, CA

ATL

Sheet:

3428 Brookside Road Stockton,California 95219 209-943-2021 Fax: 209-942-0214 www.siegfriedeng.com

CIVIL

STRUCTURAL

LANDSCAPE

ARCHITECTURE

SURVEYING

PLANNING

ATHLETIC

PHOTO OF FIRST FLOOR JOIST CONNECTION5 NTS

(E) FLOOR JOIST CLIP

(E) 8002S50-97 JOIST

PHOTO OF SECOND FLOOR PANELS6 NTS

#12 x 1-1/4" SDS

SECTION THRU DRYWALL CURB TO BE REPLACED7 NTS