HomeMy WebLinkAbout24S01 ECC Educational Building CCO 003.pdf COtj���
County of Fresno
d?, r Department of Public Works and Planning
p� Is p Development Services&Capital Projects Division
R c�S� Steven E.White,Director
FE
PROJECT MANAGEMENT CONSTRUCTION CHANGE ORDER REQUEST
This Document is for Fresno County Internal Use Only
Project: ECC Educational Building
Contract No.: 24-S-01
Date: 2025-09-12
Contractor: GC Builders
Architect: Hoque Khan
Change Order No.: 003
Construction Contract Dollar Amount(as awarded on 2024-10-22) $2,753,499.00
Director's Change Order Limit: $150,175.00
Change Order Allowance $150,175.00
Contract Time(Calendar Days): 270
Construction Start Date(NTP Issued 2025-01-08): 2025-01-10
Original Construction Completion Date: 2025-10-07
Change Order Scope of Work:
PCO 008-Permit Fees for Fire $1,392.30
PCO 009.1-Addendum 6 Revised Domestic Water POC $ 745.50
Attachment(s):
Contractors PCO,Change Order Summary
Net Change Order Dollar Amount: $2,137.80
Net Calendar Days: 2
Total Change Order Dollar Amount To Date $20,948.83
Adjusted Contract Dollar Amount: $2,774,447.83
Director's Change Order Limit Balance: $129,226.17
Change Order Allowance Balance: $129,226.17
Total Adjusted Calendar Days To Date: 11
Adjusted Construction Completion Date: 2025-10-18
Reviewed-
Cleared for Digitally signed by Jamie Sylvester
Approval Jamie Sylvester Jamie Sylvester Date:2025.09.1810:52:30-07'00'
Principal Accountant,Public Works and Planning
Date:2025.09.19
Reviewed: Hoque Khan 0Q•9;9•d7_m'nn'
Architect,Architect of Record
Keith Eckert Digitally signed by Keith Eckert
Reviewed: Keith M. Eckert 11/Mark Celaya Date:2025.09.2208:19:00-07'00'
Senior Engineering Technician,Project Manager
Mandee S. Sekhon Digitally signed by Mandeep S.Sekhon
Reviewed: Mandeep Sekhon P Date:2025.09.2208:58:00-07'00'
Construction Division Engineer,Construction Manager
William M Kettler Digitally signed by William M.Kettler
M.Reviewed: William M.Kettler Date:2025.09.2210:02:50-07'00'
Deputy Director of Planning
Bernard Jimenez Digitally signed by Bernard Jimenez
Reviewed: Bernard Jimenez Date:2025.09.2210:32:53-07'00'
Planning&Resource Management Officer
Steve White Digitally signed by Steve White
Approved: Steven E. White Date:2025.09.2210:51:54-07'00'
Director of Public Works and Planning
Approved: Buddy Mendes Not Applicable
Board of Supervisors,Chairman
Scan and forward Director Approved Copy to:
CAO Paul Nerland
PWP Business Office Jamie Sylvester
County of Fresno
19 Department of Public Works and Planning
O� O Development Services&Capital Projects Division
FR�S� Steven E.White,Director
COUNTY CHANGE ORDER REQUEST
Project: ECC Educational Building
Contract No.: 24-S-01
Date: 2025-09-12
Contractor: GC Builders
3366 W Sussex
Fresno,CA 93722
(559)840-0480
Change Order No.: 003
Construction Contract Dollar Amount(as awarded on 2024-10-22) $2,753,499.00
Original Construction Completion Date: 2025-10-07
Change Order 003 is hereby approved by the County.
Scope of Work:
PCO 008-Permit Fees for Fire $1,392.30
PCO 009.1-Addendum 6 Revised Domestic Water POC $ 745.50
Attachment(s):
Contractors PCO,Change Order Summary
Net Change Order Dollar Amount: $2,137.80
Net Calendar Days: 2
Adjusted Contract Dollar Amount: $2,774,447.83
Total Change Order Dollar Amount To Date: $20,948.83
Total Adjusted Calendar Days To Date: 11
Adjusted Construction Completion Date: 2025-10-18
Keith Eckert Digitally signed by Keith Eckert
Keith M.Eckert 11/Mark Celaya Date:2025.09.15 08:26:30-07'00'
Project Manager
Date: 9/15/25
By signing acceptance of this Change Order,the Contractor shall agree to the following:
1.Provide all equipment,material,labor and services required to complete the Scope of Work specified in this Change Order.
2.The revised adjusted Contract dollar amount and time extension shown in this Change Order as payment in full.
In the event the Contractor does not sign acceptance of this Change Order,Provisions under the Agreement 24-S-01,Article VI shall apply.
Gerardo Campos Digitally signed by Gerardo Campos
Accepted By: GC Builders Date:2025.09.15 08:44:27-07'00'
Authorized Signature
Date: 9/15/25
CHANGE ORDER SUMMARY
Project: ECC Educational Buildinq
Executed Ap"Ford Credit Adj. D.ys Potential .• Orders Included
ChangeOrder
001 2025-07-16 $6,461.64 $0.00 2 001,002.1
002 2025-08-01 $15,689.98 -$3,340.59 7 003,004,005,006.1,007
003 2025-09-12 $2,137.80 $0.00 2 008,009.1
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
$0.00 $0.00 0
Totals $24,289.42 -$3,340.59 11
Potential Executed �Ad:d
Change (Moredit Rejected Orders • M
001 001 $3,340.59 1 Relocate HVAC louver at South Elevation
002 $6,241.04 1 Additional Steel Support for RFI 57 Response
002.1 001 $3,121.05 1 Add Support at Entry Framing
003 002 $2,023.50 1 Electrical Work for Additional TV
004 002 $8,091.47 2 Reframe Roof at Restroom 06 and 07
005 002 $4,928.53 5 Reroute roof drain pipe at entry
006 002 $677.27 0 Power and Data to TV RFI 67
006.1 002 $646.48 0 Power and Data to TV RFI 67
007 002 -$3,340.59 -1 Relocate HVAC louver credit ref.PCO#001
008 003 $1,392.30 0 Permit Fees for Fire
009 $3,694.08 2 Addendum 6 Revised Domestic Water POC
009.1 003 $745.50 2 Addendum 6 Revised Domestic Water POC
Totals $24,289.42 -$3,340.59 $10,612.39 $0.00
GERARDO CAMPOS
-,GCr3 BulL>J>;xs
UC 933222
COR NO 008 CHANGE ORDER REQUEST
PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01
CONTRACTOR: GC Builders DATE 8/11/2025
ARCHITECT: Hoque Khan
OWNER: The County of Fresno
DESCRIPTION OF CHANGE: Permit and Plan Check Fees for Fire Sprinklers
Cost for permit and plan check fees for Fire Sprinklers.
TIME EXTENSION OF CHANGE: 0 Day(s)
Description Labor Material Equip Sub Total
Permit/Plan Check Fees $ 1,392.30
$ -
$ -
SUBTOTAL COR AMOUNT Subtotal $ 1,392.30
Contractor OH&P 5% 1 $ -
SUBTOTAL COR AMOUNT Subtotal $ 1,392.30
1%Bond Mark Up $ -
TOTAL COR AMOUNT Total $ 1,392.30
6 eVCW o Camrios 8/11/2025
GC Builders Date
PRESIDENTIAL FIRE PROTECTION
CHANGE ORDER PROPOSAL COST SUMMARY
Environmental Compliance Center Education Building PCO#: 1
GC Builders Date: 7/29/2025
Chris Giannetta
Reference#: Permit Fees
SCOPE OF WORK: Permit Fees
ENGINEERING:
Design/As-Builts 0.0 Hours @ $135.00 $0
Coord./Meetings 0.0 Hours @ $135.00 $0
Job Survey/Travel 0.0 Hours @ $135.00 $0
Travel Expense 0.0 Miles @ $135.00 $0
0.0 $0
MATERIAL
Material $0
Use Tax on Material $0 @ Rate 8.75% $0
Fabrication $0
$0
FREIGHT/DELIVERY
Freight(Common Carrier) $0
Shop Delivery 0.0 Hours @ $0.00 $0
$0
FIELD LABOR
Direct Labor 0.0 Hours @ $91.17 $0
Mat'I Receiving/ Dist 0.0 Hours @ $91.17 $0
Mob/ De-Mob 0_0 Hours @ $91.17 $0
0.0 $0
EQUIPMENT
Lift Rental 0.0 Hours @ $0.00 $0
5cattolding/ Misc. Equip. $0
$0
SUBCONTRACTS
Core Drilling $0
$0
Truck Fee Hours @ $0
Permit/Plan Check Fees $1,392.30
$1,392.30
SUB-TOTAL $1,392.30
Overhead & Profit $ 1,392 @ 0% $0
TOTAL COST $1,392.30
(APPROVAL SIGNATURE COMPANY
DATE
City of
c�cCll�k Payment Detail Report
Record: F24-02539 Fire Sprinkler Permit
Address: 1327 W DAN RONQUILLO DR , FRESNO 93706
APN: 45806072T
RECEIPT PAYMENT PAYMENT TRANSACTION FEE NAME INVOICED CC FEE TOTAL PAID
NUMBER METHOD DATE CODE AMOUNT
855967 Credit Card 07/29/2025 321221886 Fire Sprinkler System - $959.00 $22.06 $981.06
Commercial and Custom
Residential
Plan Check $402.00 $9.25 $411.25
Total For Receipt 855967 $1,361.00 $31.30 $1392.30
TOTAL PAID FOR F24-02539 $1,361.00 $31.30 $1392.30
GEPORDO CAMPOS
Gcis.,
BUILDERS
iK 933222
coRNo q.� CHANGE ORDER REQUEST
PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01
CONTRACTOR: GC Builders DATE 9/11/2025
ARCHITECT: Hoque Khan
OWNER: The County of Fresno
DESCRIPTION OF CHANGE: Addendum 6 Revised Domestic Water POC
Revised cost for changes in Addendum 6 revising the Point of Connection location.
TIME EXTENSION OF CHANGE: 2 Day(s)
Description Labor Material Equip Sub Total
Domestic Water POC to New Location $ 710.00
$ -
SUBTOTAL CORAMOUNT Subtotal $ 710.00
Contractor OH&P 5% $ 35.50
SUBTOTAL COR AMOUNT Subtotal $ 745.50
TOTAL COR AMOUNT Total $ 745.50
�ef-"66 Coun�ios 8/13/2025
GC Builders Date
TODD COMPANIES DATE: 8/7/2025 REV 9/10/25
P O BOX 6820 CONTRACTOR: GC Builders
VISALIA, CA 93290 JOB: 24201 Environmental Compliance Center Education Bldg.
PH(559) 651-5820 DESCRIPTION: Addendum#6-Revised domestic water
FAX(559) 651-5830 POC to new location
E-MAIL jt2@jt2inc.eom
CHANGE ORDER PROPOSAL Contract Time Extension:
24201 - P001 R pg 1 of 2 *UPON APPROVAL OF COSTS,TODD REQUIRES A MINIMUM
OF 5 WORKING DAYS TO SCHEDULE WORK*
Material Costs
DIRECT MATERIAL COST $ (519.79)
SUBTOTAL MATERIAL $ (519.79)
Labor Costs
LABORER 12 HRS @ $ 70.01 HR. $ 840.12
OPERATOR -1 HRS @ $ 99.38 HR. $ (99.38)
LABOR BURDEN 40% OF E-G $ 296.30
SUBTOTAL $ 1,037.04
TRAVEL TIME TRIPS $ 60.00 TRIP $ -
TRAVEL TIME HRS @ $ 65.00 HR. $ -
SUBTOTAL LABOR $ 1,037.04
Equipment/Other Costs
EQUIPMENT-Tool Support Truck 6 HRS @ $ 45.00 HR. $ 270.00
EQUIPMENT-Mini Rig -1 HRS @ $ 85.00 HR. $ (85.00)
EQUIPMENT-Mini Excavator -1 HRS @ $ 85.00 HR. $ (85.00)
EQUIPMENT-Wacker HRS @ $ 350.00 DAY N/C
SUBTOTAL OTHER DIRECT COST $ 100.00
SUBTOTAL PRIME COSTS $ 617.25
OVERHEAD/PROFIT 15% $ 92.59
SUBTOTAL $ 709.83
TOTAL COST $ 710
ESTIMATOR:MM/pa
PRICING IS VALID ON THIS CHANGE ORDER FOR 14 CALENDAR DAYS.AFTER 14 DAYS
AND PRIOR TO FINALIZING THE CHANGE ORDER,CONTACT TODD TO CONFIRM THE PRICE
REMAINS VALID.THIS IS DUE TO THE CURRENT HIGH VOLATILITY IN MATERIAL PRICING.
R:WR-Billings&Change Orders\Job Files 2024\24201 -GCB-Environmental Compliance Center(P),Fresno\Changefile\P001 -Addendum
Revised Domestic water POC\CO Detailsheet(long form)-P001
TODD COMPANIES DATE: 8/7/2025 REV 9/10/25
P O BOX 6820 CONTRACTOR: GC Builders
VISALIA, CA 93290 JOB: 24201 Environmental Compliance Center Education Bldg.
PH(559) 651-5820 DESCRIPTION: Addendum#6-Revised domestic water
FAX(559) 651-5830 POC to new location
E-MAIL jt2@jt2inc.com
CHANGE ORDER PROPOSAL Contract Time Extension:
24201 -P001 R pg 2 of 2
Break down of materials: UOM Quantity Rate Total
2 PVC SCH40 PIPE FT 20 2.70 $ 54.00
2 PVC SCH40 TEE EA 1 3.38 $ 3.38
2 PVC SCH40 45 EA 1 3.38 $ 3.38
2 PVC SCH40 90 EA 1 2.70 $ 2.70
TRACER WIRE FT 20 0.68 $ 13.60
DETECTOR TAPE FT 20 0.34 $ 6.80
PRIMER EA 1 39.15 $ 39.15
GLUE EA 1 43.20 $ 43.20
DUCT TAPE EA 1 13.50 $ 13.50
2 DRESSER CPLG EA 2 121.50 $ 243.00
2 WILKINS 975XL-2 EA -1 775.00 $ (775.00)
2 GALV 90 EA -4 9.25 $ (37.00)
2 GALV UNION EA -2 18.75 $ (37.50)
2 GALV PIPE FT -10 4.75 $ (47.50)
2 GALV CPLG EA -2 7.25 $ (14.50)
2 PVC SCH80 MA EA -2 15.50 $ (31.00)
----------- ------
Total $ (519.79)
Break down of total hours: Men Hrs Total
LABORER- Hand Excavate&Backfill 2 7 14
LABORER-Install Pipe&Fittings 2 1 2
OPERATOR-Excavate&Backfill from Meter to BFV 1 -1 -1
LABORER-Excavate&Backfill from Meter to BFV 2 -1 -2
LABORER-Install Backflow 2 -1 -2
Total Hours: 11
R:\AR-Billings&Change Orders\Job Files 2024\24201 -GCB-Environmental Compliance Center(P),Fresno\Changefile\P001 -Addendum
Revised Domestic water POC\CO Detailsheet(long form)-P001
1 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15
LEGEND:
❑ WATER KEYNOTES: 0 (E) CONCRETE
M 1. STUB TO BUILDING,IF BUILDING STUB IS NOT M
READY,INSTALL TEMPORARY WATER CAP AT PIPE (E) ASPHALT CONCRETE
END.
A4
2. 2"BACKFLOW PREVENTION DEVICE PER CITY (N) CONCRETE:INSTALL
STANDARD W-11.PLACE PERMANENT TAG OR LABEL CONSTRUCTION JOINT PER
I�
INDICATING THE BUILDING SERVED. DETAIL A/C5.0
R 0 N L L 0 D R V E (N) RIVER ROCK SEE SITE PLAN
�J 3. INSTALL PVC C-900,CLASS 200 WATERLINE,SIZE
AS NOTED. (N) TRENCH DRAIN,SEE DETAIL J/C5.0
L
4. CONNECT TO EXISTING 2"WATER LINE (E) CATCH BASIN
56 6.10' _<-< BIOSWALE
1. STUB SERVICE LATERAL 5'FROM BUILDING,IF
BUILDING STUB IS NOT READY,INSTALL PROPERTY LINE
\ TEMPORARY SEWER CAP AT PIPE END.
: : TORM DRAIN PIPE
J 2. INSTALL 4"SEWER LATERAL TO BUILDING PER CITY rw WATER PIPE
OF FRESNO STANDARD 8-1.
I( \J a ss SEWER SYSTEM PIPE K
3. INSTALL SDR-35 PVC SANITARY SEWER SERVIE PER
GR 278.91 \ CITY OF FRESNO STANDARD SPECIFICATIONS SIZE FIRE WATER PIPE
ts^INv z72s2(w) AND SLOPE AS SHOW ON PLAN Grw G
18'•INV 272.46(SE)
15"INV272.61(S) INV INVERT
EXISTING
O FIRE SYTEM KEYNOTES: CB CATCH BASIN
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1. 3"SYSTEM RISER ON 4"IN-BUILDING RISER.REFER WV WATER VALVE
GR 278.93 ♦ TO DETAIL A/F-3.0 CO CLEAN OUT
J ta•INv z]ana(w) + ♦♦ 2. 4"C900 PVC DR 14 FIRE SERVICE PIPING,TYP. O EYNOTES: J
ia^INv (E) , ♦♦ '\� INSTALL PER CIT`QF FRESNO STD DRAWING W-29.
15"INV 273.14(S)
EXISTING I ♦ 1. MAKE CONNECTION TO ROOF DRAIN.CONTRACTOR
♦♦ s 13. CONCRETE THRUST BLOCK PER NFPA 24 AND CITY
♦♦ �___� SHALL PROVIDE ALL NECESSARY FITTINGS.REFER
OF FRESNO STANDARDS. TO PLUMBING PLANS FOR ROOF DRAINSTUB OUT
4. FIRE PROTECTION POINT OF CONNECTION AT LOCATION FROM BUILDING.POINT OF
♦♦♦ CONNECTION TO PLUMBING PLAN AT 5'OUTSIDE
♦ 3 EXISTING FIRE SERVICE. OF BUILDING.
5. (E)8"POST INDICATOR VALVE w/SUPERVISORY 2 FURNISH AND INSTALL 12"X12"STORM DRAIN
GR 279.40 - SWITCH MONITORED ON FIRE ALARM SYSTEM,(E) CATCH BASIN PER DETAIL C/C5.0.
15"INV 2]3.25(N) 8"SWING CHECK VALVE,AND FIRE DEPT.
H 15'INV 273.26(S) CONNECTION. TOP H
EXISTING w APPROVED `♦ 3 CONFURCRETE SH AND
CATCH BASIN.SEE DETAIDIAMETER ILL E/C5.0
6. (E)WATER MAIN(DEAD END AT STREET)
1 FOR PERMIT 7. (E)8"DETECTOR CHECK IN VAULT PER CITY OF 4 FURNISH AND INSTALL A4"DIAMETER DRAIN INLET
1 This plan is in general conformance with o°♦♦ FRESNO STANDARD. WITH GRATE
Title 15 of the Fresno County Ordinance ♦ 5. FURNISH AND INSTALL CATCH BASIN TYPE"E"
Code.This approval does not constitute ♦ 8. (E)8"GATE VALVE IN CURB BOX w/LID PER CITY OF INIL P F F D STD.DWG.A-5
permission to violate any applicable county ♦♦ 3 FRESNO STANDARDS. Fz
ordinance or state law. ♦ 6. IN SD - P C STOR DRAIN PIPE.SIZE AND
♦ 9. (E)FDC IS TO BE USED FOR THE EDUCATION LENGTH N PLANS.
M
0 aY:jcousart 07/25/25 ♦♦ BUILDING,AS IT IS CURRENTLY EQUIPPED WITH(2) C
ADDENDUM
COUNTY OF FRESNODATE ♦♦ 2�"OUTLETS AND A 4"SUPPLY LINE TO THE 7. INSTALL SDR-35 PERFORATED PVC STORM DRAIN
D I ♦ UNDERGROUND ZDG WHICH I COMPLIANT WITH PIPE.
♦D ♦ FFD POLICY REG DING FDC SIZI(NG
GR 27e.00 REQUIREMENTS. 8, POINT OF TRANSITION BETWEEN PERFORATED
♦ 18"INv 27 5(NW&S AND SOLID PIPE
♦♦ ALLOWANCE VAL.EE 00 GPM HOSE STREAMNDARDS w/ QF�FESS/ ENGINEER
° JNDIa1Id0 � N
Joseph C.Harrell
. v v I NOTE:IT IS THE CONTRACTOR'S RESPONSIBILITY TO Calforna L censedCvil Engineer NO C80424
G}i z785p
- 4 ENSURE INSTALLATION COMPLIES WITH FFD POLICIES Ren.03 37 25
3-INV 275.40 I , C� Fresno Coun L of Pudic Works&Planning
F e. i 1 405.25 AND 401.11. ry1Pl F
1 `�` p 2220 Works aIn%ann ng
0. 2220 Tulare Street 7th Floor
Fresno Cal foma 93721
q CIVIL t,
t E-mail:(559)6100453 oroDnN�.9ov
o'd INV'° OR 279.17 I 7/22/20255
4"INV:27SS7(W)
2 1
.._.._4•sD_.. _ .� so _._ _.. �rr.. ° °°
-7 v 4 INV 275.28 d INV 27537 1
s4"INV 275.93
I4.3 Nv2 6 00
- / 1' 11 3
'y
I
Project:
1 N ECC Phase II-Educational Center
p i /L GR z79.w , , Project Address:1327 W.Dan Ronquillo Drive,Fresno,CA 93706 p
z (� APN:458-060-72T
/ 3'0 01 3^IN 2n.97(S) �s J W
s-.ot ^INv:27zea(s) 11� Issue Date:2024-08-28
Project No.T90204T
GR 279.54 File Path:G:\Capital\Active Projects\T90204-ECC
t s•INV
272.34(N) Educational Center\01 Design\Drawings
15••INV 272.32(S) _
EXISTING
T INV:272.36 ISE) , 2 N Sheet Content:
w \ 4 I Utility Plan
_ � m z.w
® FRESNO FIRE DEPT.CHANGES
rw C
-�' 2025-06-27
so°°
I �____I
------------------- ---- -- 4•nv COUNTY GENERATED CHANGES
:D A0 2025-07-23
w 2 G
3 3 1 O
1
<q 3 1 r 3
B ban
IINV:277.29
4•INV. n.40
OR 279.00 d"HSS LF-i6]
6 W INV:2]8.41(E) d'O LF=].5' 4"SS INV 2]3. / :S=D05 3 3 !
L o °°O°
< d'INV:273.57 2"1 :2]8." - w eas N co
8 8"I :2]fi.89 1 4^s •ss 4•ss 4.55 ass
<-e•sD.. < e•sD-<.e^aD .<-e'sD-< esD <-.._.<- e"sD-w <- - -a'so-c �a•aDc 3
rw i•w rw Y z^w 2-W 2- rw rw rw zw °° I 4"INV:212.42
W INV:276,69 7 as' 8'INV:277,04 8'H LF 52'6 4'SS INV 2]317 R 279 60
4"Sn INV 2n.0
INV 277,37(V✓)2 3
N 8 INV:27]31 ____ ,NV-2nA9(N)� - (1 /1 � Sheet No.
NnmvlNhatS below. Y `�J1JY
Call before you dig. 3 - -- - - - ------- -- - ------------
A -- -- --
w 4�, 4"Fw 4'Fw °�rw °"rw 4 rw 4^�, 4^Fw °
ddC4.0 A
1
11 ,fi I North
1
I SCALE 1"=10'
1
2 1 3 1 4 1 5 1 6 7 8 9 10 11 12 13 14 15 Plotted on:08.24.23
1 2 3 4 5 6 7 8 9 10 11 12 13 5 16 17
ROOF FRAMING NOTES Steel Beam Pent Pro-Flk-_C6M
Ll KO P.-csumy Pudic vvvks and vlsnnins I.)ExaacALC lxctsss-ioi3
T
234DESCRIPTION:BM-2(Option)
1. SEE TYPICAL DETAIL SHEETS FOR GENERAL NOTES, SCHEDULES AND TYPICAL
L DETAILS WHERE SPECIFIC DETAILS ARE NOT SHOWN, THE TYPICAL DETAILS CODE REFERENCES LSHALL APPLY Calculations per RISC 360-16,IBC 2021,ASCE 7-16
Load CombinationSet:IBC 2121
2. ALL ROOF FRAMING SPACES AS SHOWN ON PLANS SHALL BE AS MEASURED Material Properties
T T T ON OF SLOPE Analysis Method Al-strength Design Fy:Steel Yield: 5o.0 kxi
Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.o ksl
3. CONTRACTOR SHALL VERIFY AND COORDINATE THE WEIGHTS AND LOCATIONS Benaing Mls: Melon Axis Bending
OF ALL ROOF SUPPORTED MECHANICAL AND ELECTRICAL UNITS AND PROVIDE cre anan se,
ADDITIONAL FRAMING AS REQUIRED FOR PROPER SUPPORT. DO NOT CUT
JOISTS EXCEPT WHERE SHOWN ON DRAWINGS.
4. USE TOP PLATE TRACK SPLICE PER DETAIL e
O.C. TIP 14
„asew,m
K 8005162-43 @ 24" (N)HISS 8X2X1/8" _ K
"
5. ALL EXTERIOR WALLS SHALL BE 6005162-54 STUDS @ 16" O.C. WITH
A4 C1 C D D1 0 80OS16 -43 60OT200-54 TRACKS U.N.O. -ALL INTERIOR WALLS SHELL BE 60OS162-43 Applied Load s servi�loada entered Load Factors will be applied for celculatione.
(N)HSS 8x2x1/8" 1 15 SS S5 6 1 S5 1 S6 @ 24" C. STUDS @ 16" O.C. WITH 60OT200-43 TRACKS U.N.O. Besmear, ightcaloulatedanaaddeatoloading
Load for Span Number 1
BM_-1 _ _ _ _ _ 6. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW FIRE BLOCKING OR Uniform Load:D=0.0070 ksf.Extent=0.0-»5.330ft,Tributary Width=2.0 ft,(Parapet Wall)
6 A B J BLOCKING REQUIRED FOR FINISHES OR OTHER NON-STRUCTURAL ELEMENTS.
1 r _ 77 S5 S5 S6 SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS Point Loatl:D=0.470,Lr=0.490k@5.170ft,(Beam Reaction)
SIN
7. PROVIDE FRAMING AT ALL HARD CEILINGS PER DETAIL KS-67 REFER TO Point Load:D=0.13ok@5.17o ft,(.ALL)
ax1�„ �,� ��J�� 8 m H-7 THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HAR CEILINGS
8 BM-7 TYP M DESIGN SUMMARY
J
8. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATIONS OF ROOF Maximum Bending Stress Ratio = 0.254:1 Mazimum Shear Stress Ratio O'024:1 J
- - -_ - III
S6 ACCESSES PROVIDE FRAMING AND BLOCKING AROUND OPENINGS PER TYP. secton uses rormia span H558x2z7/e section ueea rormis span HSS8z2x118
\J DETAIL WHERE APPLICABLE FRAME OPENING IN CEILING FRAMING ALSO Ma�Mvllea 3.647 k-ft va:Avvgea o.67s1 k
Mn/Omega:Nlowable 12.643 k-fl Vnlomege:Allowable 28.638 k
K BM-6 BM-5 Load combma5on +D+Lr Load combma5on -D-L,
S6 4 F 6 2 E 4 3 4 3 4 Locdnon of ma on on sPan D-L,
4 S5 TYP. SS 1 spankwheremaxmx.accare spansl spanewhare maximam accare Span 4t
G KEYNOTES Maximum Deflection
.:,D ownward Trensisnt Deh.- 0.052 in Ratio= 2.560 > 0 span:t:Lr Only
---- S5 a = M Up-Trensisnt DeAectien Din Ratio= 0 0 We
8 B1 a O T$8X4X1/8° Max Downward Total Deflection 0.125 in Ratio= 1052 1=180 Span:I:+D+Lr
a Max Upward Total Der.- in Ratio= 0 -0 W.
-Y Mill-
0. BOOS162-43 @ 24" O STEEL FRAME BY OTHERS
I v
80OS162-43 @ 24" mO.C. _____ REGIONS_________ ________________
C. � I 3 PROVIDE BLOCKING TO MATCH RAFTER SIZE,GA.,8
H ---- )(B1 2 STRENGTH WHERE WALL OCCURS TYP. H
B1 Area: 23.500
Perimeter: :1.0000 F11
TS4X4X1/8" ]bonding box: X: -L.0000 -- 1.0000
I �
Y: -4.0000 -- 4.0000
TS4X4X1/8"@46"O.C. centroid: X: a.0ooa
-- -- s Y: 0.0000
J Bl a HSS12x4xl/4 O6 TS 3X3/1/8"PARAPET BRACE @ 8'-0"O.C.MAX SEE I4®enta of inertia: x�i€3i. 3D1
______ 4 4 DETAIL C1/S5.0 �0--41A69
H Product of inertia: XY: 0.0000
9 O7 3-60OS162-68 FULL HEIGHT TO TOP OF PARAPET WALL Radll of gyration: x: 3.3484
S5 Y: 0.8307
-i t�:
BLOCKING @ 24"O.C.(TYP.) Principal momenta and X-Y directions about centroid:
B1I: 16.1169 along E1.0000 0.0000]G Bl J: 0.9919 along E0.0000 1.0000E G
R MECHANICAL UNITS.SEE DETAIL 11/S1.04Bl E BLOCKING TO MATCH RAFTER SIZE FOR ROOF2. CftL IT SUPPORT(TYP.)SEE D/M3.0
2 2 A3 - S6 smsl seam „".g r,� ,ate
S6 oascBlanox.eM-z tomlom
H-3 H-3
1 10
L
F S6 p S6 HEADER SCHEDULE(U.N.O.) F
8 WALL BOX HEADER JAMB STUDS NO #10 S.M.S. AT
TYPE EACH JOIST TO JAMB
87 H-2 H-2
H-1 (2)-100DS200-68 (3)-60OS162-68 4
P ST CKED 2-800S162-43
A3 S5 A3 @ 4" O.C. H-2 (2)-6005162-43 (2)-6005162-43 3
H-3 (2)-60OS162-68 (2)-60OS162-68 3 4 '""" °""° oppOFESS/q. Joseph C.Harrell
Ib12 10 6 ENGINEER:
C - =4.03 10 Q Califomia Licensed Civil Engineer No.C80424
g'IR, 5 Ren.03.31 25
Fb= g,bb F)f Fresno County Dept of I1,W Wodes&Planning
E BEAM SCHEDULE M'�B Ok✓•h2� 4.03j03= 133 k•iry 7 11.08}'.IT> Irl K• ••�K z220Tuire sireetiin Floor E
,�t / Fri California 93721
BM-1 HSS10X4X1/8"
9T CIy IL ��@ Emaik lxmsII@ftesowgntycs.gcv
004534
BM-2 HSS2x8x1/8" C14ef,� f9R .`.Ntf}R' s}tpnlz S�1R�55 Rom= 0,024 (�i Zt#E SUPPOICF FOF CAS\FD
BM-3 HSS12X6X1/4" tm CRLUULA'nBV1 7/18/2025
Project:
1 2 3 4 BM-4 HSS12x4x1/4" ECC-Educational Building
N A4 1327 W.Dan Ronquillo Drive,Fresno,CA 93706
BM-5 HSS1OX4X3/16" APN:458-060-72
D Issue date:2025-06-17 D
BM-6 HSS8x4X3/16" Project no.:T90204
D 1 Roof Framing Plan File name:Y:\Projects-Capital re\PS Es-Exhibits
ECC Site
BM-7 HSSSX4X1/8" MaIntrpov ment orking D Shade Structure\PSSE5-13-2\6-1
Maps\Working Drawings\ECC CAD Files 5-13-24\6-13-25
54.0 Scale:1/8"=1'-0" T90204_Roof Framing
APPROVED FOR PERMIT Sheet Content:
This plan is in general conformance with Roof Framing Plan
Title 15 of the Fresno County Ordinance
C Code.This approval does not constitute C
permission to violate any applicable county
ordinance or state law.
By.jcousart 07/25/25
COUNTY OF FRESNO DATE
ADDENDUM
resno County Departmen co
ublic Works and Planni
B Capital Projects B
Tulare Street,8th FI
Fresno,California 9372 FRESH
Sheet No.:
COUNTY GENERATED CHANGES
A4 2025-07-23
A COUNTY GENERATED CHANGES S4■0 A
A3 2025-06-20
Sheet of
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Plot Date:2025-06-17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
CONT. 40OT200-54 CONT. 40OT200-54
L EXTERIOR CONT. 60OT200-54 EXTERIOR TOP TRACK TOP TRACK L
WALL PER PLAN TOP TRACK WALL PER PLAN 1 8
10'-0" 4005162-43 @
PES 16" O.C.
}" ROOF SHEATHING VERIFY TOP OF HSS PET " @ 8' MAX.
PARAPET PARAPET BRACE
SOLID BLOCKING TO MSTA18 @ 48" O.C. 6005162-43 @ #12 SMS @
MATCH WALL DEPTH AND
GAUGE 80051 6 2-43 @ 16" O.C. 24" O.C. @ 6" O.C. PES �" ROOF SHEATHING /8 ..
24" O. . 2—ROWS ROOF SHEATHING
24" O.C. STAGGERED
PES 8005162-43 @ PES
————_ 24" O.C. SOOS162-43 @
ER
K _ 7— PER PLAN
HSS10X4XA" �„ — 24" O.C. K
8'-1" HSS10X4X
VERIFY
10'-2"
8'_1„ 10'-0" BOT. OF RAFTERS 10'-0" BOT.00F RAFTERS
VERIFY SIMPSON L7
CONT. 16GA BENT PLATE SIMPSON L7
RAFTER TO BENT PLATE SIMPSON L7
WITH 3—#12 SMS EA. STUD RAFTER TO BENT PLATE HSS10X4XJ" CONT. 16GA BENT PLATE RAFTER TO BENT PLATE
" CONT 16GA BENT PLATE WITH 3 ROWS OF #12 SMS CONT 16GA BENT PLATE
WITH 2 ROWS OF #12 SMS 12" @ O.C.2" WITH 3 ROWS OF #12 SMS
C 12" @ O.C.2"
6" @ O.C. 2"
J [ J
A Detail B Detail C Detail C1 Detail
S5.0 Scale:1"=1'-0" S5.0 Scale:1"=1'-0" S5.0 Scale:V=1'-0" S5.0 Scale:1"=1'-0"
A4 CONT. 40OT200-54
(N)HSS8X2X1/8'WITH 1/8" TOP TRACK
FILET WELD ON EXPOSED HSS 3x3xJ" PARAPET 40OT200-54 METAL STUDS 3'-0"
H SDE 4COS162-43 @ BRACE
WHETAILRE
OCCUR/SO 3'-0"PER PLAN 4005162-43 @ H
40OS162-43 @ 16' O.C. 2-16' O.C.
16" O.C. TOP OF 4005162-43 @
PARAPE
1/8 RAFTERS 16" O.C. 1.1
Nil
BEYOND #12 SMS @ G
.. •�Fv�H
ROOF SHEATHING 6" O.C.
HSS10X4XA" P 2—ROWS (N)L7-BM ATTACHMENT
PES TO HEADER 80OS162-43 @ 24" O.C.
BOOS162-43 @ STAGGERED
24" O.0
HSS8X4XJ'
BOT. OF RAFTERS I'
G 1 _2.. 10._2„ G
HOL SPER ITTED 10'-0" B � 0F BOT. OF RAFTERS _
2-(MA)ROM SUPPORT HSS2X8X�" HSS10X4XA" 8005162-43 @ 24' O.C. TH
RA TERS
1/8 EE SHEE 4.0 PO THE SIMPSON L7 RAFTER TO BENT PLATE
ALCUtA 10 BEYOND HSS2X8X HSSSX4X�" SIMPS N L7
SIMPSON L7 RAFTER TO ENT PLATE 1/8 RAFT TO BENT PLATE
HSS8X4X�" POST HSS2X8X�" (N)HSS8X2X1/8'WITH 1/8" CONT. 16GA BENT PLATE POST(TYP.)
WITH J" CLOSURE BOX FRAMING POST(TYP.) FILET WELD ON EXPOSED WITH 3 ROWS OF #12 SMS HEADER PER PLAN
PLATE SEAL 1/8 SIDE 12" @ O.C. 2" HSS4X4XJ" POST
HSS8X4XA" POST A4 WITH 1/4' CLOSURE PLATE (N)HSS8X2X1/8'WITH 1/8"
WELDED(TYP.) WITH }" CLOSURE ] EAL WELDED (TYP.)
PLATE SEAL A
F WELDED(TYP.) HEADER WHERE OCCUR F
D Detail D1 Detail E Detail F Detail
S5.0 Scale:V=1'-0" S5.0 Scale:V=1'-0" S5.0 Scale:V=1'-0" S5.0 Scale:1"=1'-0"
2,_0„ QppFES3/q ENGINEER:
C.
J ph C.Harrell
n.mie Licensee CMI Engineer No.C80424 Re0
APPROVED n
WALL STUD PER PLAN Fresno C
EXTERIOR WALL PER PLAN co m County Dept.of Public Works&Planning
E Public Wlm and Planning E
No.C 4 res Tulare Smet.7th Floor
I I. � I I FOR PERMIT � Fresno,Calrfomia 93721
This plan is in general conformance with Office:(559)6004534
SOLID BLOCKING TO Title 15 of the Fresno County Ordinance 9TF OF CAS\F E-mail:ihanell@hesnocountycsg.
MATCH WALL DEPTH AND Code.This approval does not constitute
Ti GAUGE permission to violate any applicable county 7/118/2025
H SS12X6X" ordinance or state law. Project:
PES MSTA18 @ 48" O.C. i i MSTA18 @ 48" O.C. By:jcousart 07/25/25
1/2" ROOF SHEATHING FEE COUNTY OF FRESNO DATE
HSS4x4xJ" HSS12X4X}" ADDENDUM ECC-Educational Building
@ 48" O.C. 1327 W.Dan Ronquillo Drive,Fresno,CA 93706
APN:458-060-72
D HSSB 4X{15" Issue date:2024-05-24 D
Project no.:T90204
HSS2X8Xy"" 8—1 File name:YAProjects-Capital Projects\T90203 ECC Site
1/8 1/g CONT. 16GA VERIFY Imrpovement and Shade Structure\PS&Es-Exhibits-
POST(TYP.) Ma s\Workin Dmwin s\ECC CAD Files 5-13-2AT90204_Roof
BENT PLATE
(N)HSS8X2X1/8'WITH 1'.. WITH 3—#12 SMS Framing
FILET WELD ON EXPOSED EA. STUD 2 1/8
SIDE r
I I L 8 0051 6 2-43 @ 24" O.C. 8005162-43 @ 24" O.C.—/ SheetContent:
SS4 4X" P T A4
Details
C C
G Detail H Detail I Detail
S5.0 Scale:V=1'-0" S5.0 Scale:V=1'-0" S5.0 Scale:V=1'-0"
resno County Department of COt
Public Works and Plannin
B Capital Projects t t B
220 Tulare Street,8th FI O� 56 O
Fresno,California 93721 PRE�''�
Sheet No.:
A COUNTY GENERATED CHANGES S 5 0 O A
A4 2025-07-23
Sheet of
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Plot Date:2024-05-24