Amendment_00002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The revised/new sections/appendices/pages listed below are hereby added to or revised and made a part of the solicitation. Revised or added/deleted information can be located in the specifications by searching for an asterisk and amendment number (i.e., *AM2).

This amendment does not extend the solicitation closing date; proposals are still due by 2:00pm CT on 13 December 2018.

Note: The FBO Vender Guide has been uploaded as a separate attachment to the solicitation.

All other terms and conditions remain in effect and unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV19R0013

X 9B. DATED (SEE ITEM 11)

31-Oct-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

00002

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Nov-2018

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV19R0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following have been added by full text:

AMENDMENT 00002

AMENDMENT 00002

W912BV18R0062

KC‐46A FTC SIMULATOR FACILITY PHASE 3

ALTUS AFB, OK

The revised/new sections/appendices/pages listed below are hereby added to or revised and made a part of the solicitation. Revised or added/deleted information can be located in the specifications by searching for an asterisk and amendment number (i.e., *AM2).

TABLE OF CONTENTS

CHANGES TO PAGE 4 OF TOC

SPECIFICATIONS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND

BASIS OF AWARD (CHANGED PAGES 2 ‐ 3)

APPENDICES

APPENDIX F KC‐46A FTC PHASE 1 & 2 FIRE PROTECTION DESIGN (ADDED IN ITʹS

ENTIRETY)

‐‐ End CONTINUATION SHEET ‐‐

KC-46A FTU FTC Simulator Facility Phase 3 AGGN213000 Altus AFB, OK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

APPENDICES

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDIX E

APPENDIX F

DRAWINGS

EXTERIOR FINISHES

FURNITURE, FIXTURES AND EQUIPMENT

MISSION SUPPORT EQUIPMENT

DRAFT FORM DD 1354

KC-46A FTC PHASE 1 & 2 FIRE

PROTECTION DESIGN

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 28 31 76

ELECTRONIC SECURITY SYSTEM

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

*AM2

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

AMENDMENT 00002

5.0 VOLUME 1 – FACTOR 1 – EXPERIENCE

5.1 VOLUME 1 – TAB B: SUBFACTOR 1 - SPECIALIZED EXPERIENCE PRIME

5.1.1 Submission Requirements:

5.1.1.1 The prime contractor shall demonstrate recent, relevant experience on similar projects using the Company – Specialized Experience form – (Attachment 1) at the end of the section.

Offerors may identify state and local government and private contracts that are similar to the Government’s requirements as outlined in that outlined in the Summary of Work Section 01 11 0.0 If the Offeror is a joint venture or teaming arrangement, each firm shall provide information, demonstrating experience relevant to their role on this project. Offeror shall provide a copy of the joint venture agreement or letters of commitment for all teaming contractors, agreements and letters of commitment will not count towards the page limitations. Submit projects that are currently well underway (designed and at least 50% construction progress completed) or completed and turned over no longer than five (5) years preceding the date of this solicitation.* If any firm has multiple functions or divisions, limit the project examples to those performed by the division or unit submitting the offer or by the team member. Prime contractor must submit at least one project involving construction of a facility in preparation for the installation of aircraft simulators, aircraft trainers, or other similar training equipment, with a value of $10 million or greater. The prime contractor shall submit at least three (3) projects but no more than five (5) projects. Each project submitted shall be limited to two (2) page per project.

00 22 11

ATTACHMENT 1

SECTION 00 22 11

COMPANY SPECIALIZED EXPERIENCE – CONSTRUCTION

Provide the following information to show examples of projects your company constructed within the last five (5) years indicating experience with projects of similar type and scope. Use one form per project. *

1. Type of Facility Represented

2. Your Firm’s Name

3. Name of Project and Contract Number

4. Location of Project

5. Project Contract Type

6. Owner

General Scope of Construction Project (address how this relates to this solicitation)

Your Role:

(Prime, Joint Venture, or Subcontractor) and Work Your Company Self-Performed (also include any proposed team members that were directly involved in this project, including work performed, roles and responsibilities):

Provide a list of the management team and their responsibility at a minimum include Project Manager, Quality Control Representative, and Construction Superintendent.

7. Construction Cost (For prime Total Contract and Subcontracted amounts, for sub total contract and your subcontract mounts)

8. Extent and Type of Work You Subcontracted Out

9. Dates Construction: Began Completed

10. Your Performance Evaluation by Owner, if known

11. Were You Terminated or Assessed Liquidated damages?

(If either is “Yes”, attach an Explanation)

12. Owner’s Point of Contact for Reference (Name and Company)

13. Current Telephone Number of Reference POC

Section 00 22 11

NAVFAC/USACE PAST PERFORMANCE QUESTIONNAIRE (Form PPQ‐0)

CONTRACT INFORMATION (Contractor to complete Blocks 1‐4)

APPENDICES

APPENDIX A - DRAWINGS

APPENDIX B - EXTERIOR FINISHES

APPENDIX C - FURNITURE, FIXTURES AND EQUIPMENT (FF&E)

APPENDIX D - MISSION SUPPORT EQUIPMENT (MSE)

APPENDIX E - DRAFT FORM DD 1354

APPENDIX F - KC-46A FTC PHASE 1 & 2 FIRE PROTECTION DESIGN*AM2 *

APPENDIX F

KC-46A FTU FTC Simulator Facility Phase 1 and 2

Fire Protection Design

Draft form to be provided under separate cover

*AM2 ADDED APPENDIX F IN IT'S ENTIRETY ON THE FOLLOWING PAGES*

Paradigm Building Science & Engineering, PLLC PO Box 204; Choctaw, OK 73020

405-306-1400

November 19, 2018 Mr. Eric Baze Advanced Fire Protection 1631 SE 15th Street

OKC, OK 73129

RE: AAFB KC-46A Simulator Facility Phase 2 Fire Protection System Re-Submittal Review

Mr. Baze, Attached is the material submittal(s) that we have reviewed for the above referenced project. As the FPE Reviewer specific to listed items below, we have reviewed the submittals with the approved construction documents for conformity and intent. This review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. This review neither determines accuracy of quantities or dimensions nor substantiates installation instruction or performance of equipment or systems designed by the contractor. The contractor is responsible for complying with the contract documents, including dimensions, quantities for confirmation between trades, designs by the contractors, construction means, methods, techniques, sequences and safety. Our recommendations are as follows:

Submittal Item Location or Intended

Use

Specification Section or Construction Detail

Submittal Status

Submittal Documents Received:

A. Flow Diagram – Fire Sprinkler Submittal B. Hydraulic Calculations – Fire Sprinkler Submittal C. Shop Drawings – Fire Sprinkler Submittal

Fire Sprinkler 211313

A. Flow Diagram Reviewed, no exceptions B. Hyd. Calcs.

Reviewed, no exceptions C. Shop Drawings Reviewed, no exceptions

If you have any questions, please feel free to contact us.

Sincerely, Lance D. LaRue P.E., FPE

Hydraulic Overview Job Number: OC1242

Report Description: Ordinary Group II

Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name

1 1105.02 250.00 120.000 96.000Water Supply

Identifier Pressure(psi) K-Factor(K) Flow(gpm)

Job

System

Supplies Check Point Gauges

OC1242 VUOCHLIN VEUNG

ALTUS KC-46A SIMULATOR FACILITY PHASE 2

ALTUS AIR FORCE BASE

OKLAHOMA

4058356904

Altus KC46A - 1st Floor - FS101.cad

ALTUS AIR FORCE FIRE MARSHAL

KC-46A PHASE 2/1ST FLOOR

Job Name:

Address 1

Address 2

Design Engineer

Phone FAX

State Certification/License Number

AHJ

Job Site/Building

Most Demanding Sprinkler Data

Coverage Per Sprinkler

Total Demand

Area of Application

Hose Streams

Number Of Sprinklers Calculated

Pressure Result

Job Number

1098.06 @ 85.080

Water Supply at Node 1 (1105.02, 250.00, 120.000, 96.000)

0.200gpm/ft²

8 K-Factor 23.50 at 8.630

118.50ft²

2500.00ft² (Actual 2532.15ft²)

Density

+11.199 (11.6%)

Address 3

System Pressure Demand System Flow Demand

85.080 848.06

250.00

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- 1A

Hydraulic Summary

Job Number: OC1242

Node Flow(gpm)

Total Hose Streams

250.00

Safety MarginRequiredAvailable

Node

Hose Flow Static Residual Flow Total Demand

(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name

1 96.279 85.080 11.1991105.02250.00 96.000120.000 1098.06Water Supply

Design EngineerJob Number

Total Water Required (Including Hose Allowance)

1098.06

Maximum Pressure Unbalance In Loops

0.000

Additional Hose Supplies

250.00

Hose Allowance At Source

Supplies

5233.88gal

Ordinary Group II

0.200gpm/ft²

118.50ft²

2500.00ft² (Actual 2532.15ft²)

Occupancy

Area of Application

Coverage Per SprinklerNumber Of Sprinklers Calculated

Density

Job Suffix

AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area

Volume capacity of Dry PipesVolume capacity of Wet Pipes

4.92 between nodes 1 and 2 Maximum Velocity Under Ground

21.37 between nodes 3001 and 3002 Maximum Velocity Above Ground

8 K-Factor 23.50 at 8.630 Most Demanding Sprinkler Data

System

KC-46A PHASE 2/1ST FLOOROKLAHOMA

Job Site/Building

ALTUS AIR FORCE FIRE MARSHALALTUS AIR FORCE BASE

AHJ

790ALTUS KC-46A SIMULATOR FACILITY PHASE 2

Job

State Certification/License NumberJob Name:

VUOCHLIN VEUNGOC1242

Contractor

Contractor Number

OC1242

Name of Contractor:

SGS, LLC

Address 1

4400 SW 15TH STREET

Address 2

OKLAHOMA CITY, OK 73108

Contact Name Contact Title

ExtensionPhone

FAX

E-mail

Web-SiteAddress 3

Address 1

Address 2

Drawing Name

Altus KC46A - 1st Floor - FS101.cad

System Flow Demand

848.06

Remote Area(s)

Address 3

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Hydraulic Graph

Job Number: OC1242

96.000 @ 1105.02

Residual: Pressure

120.000

Static: Pressure

Water Supply at Node 1

Hydraulic Graph

Water Supply at Node 1

85.080 @ 848.06

85.080 @ 1098.06

Available Pressure at Time of Test

96.279 @ 1098.06

System Demand

System Demand (Including Hose Allowance at Source)

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Device (gpm)

Actual Flow Minimum Flow

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Ordinary Group II

Job Number: OC1242

Sprinkler 301 30.98 23.70 8 15.000

Sprinkler 302 30.44 23.70 8 14.480

Sprinkler 303 29.05 23.70 8 13.183

Sprinkler 304 29.57 23.70 8 13.660

Sprinkler 305 30.33 23.70 8 14.374

Sprinkler 306 28.94 23.70 8 13.084

Sprinkler 307 25.40 21.17 8 10.079

Sprinkler 308 22.11 21.17 8 7.639

Sprinkler 309 23.96 23.50 8 8.968

Sprinkler 310 23.50 23.50 8 8.630

Sprinkler 311 26.33 23.50 8 10.833

Sprinkler 312 24.98 23.50 8 9.750

Sprinkler 313 25.18 23.50 8 9.911

Sprinkler 314 26.42 23.50 8 10.909

Sprinkler 315 25.22 23.50 8 9.938

Sprinkler 316 25.43 23.50 8 10.101

Sprinkler 317 26.70 23.50 8 11.143

Sprinkler 318 25.71 23.50 8 10.331

Sprinkler 319 25.92 23.50 8 10.500

Sprinkler 320 27.26 23.50 8 11.615

Sprinkler 321 26.75 23.50 8 11.183

Sprinkler 322 26.54 23.50 8 11.003

Sprinkler 323 32.59 23.50 8 16.598

Sprinkler 324 28.85 23.70 8 13.008

Sprinkler 325 27.48 23.70 8 11.795

Sprinkler 326 28.92 23.70 8 13.064

Sprinkler 327 27.53 23.70 8 11.846

Sprinkler 328 27.77 21.17 8 12.053

Sprinkler 329 29.17 21.17 8 13.293

Sprinkler 330 30.23 22.82 8 14.277

Sprinkler 331 28.79 22.82 8 12.951

Most Demanding Sprinkler Data

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FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm)

Node Analysis Report Description: Ordinary Group II

Job Number: OC1242

1 -1'-0 S 85.080 848.06

301 35'-5 Spr(-15.000) 15.000 30.98

302 35'-5¼ Spr(-14.480) 14.480 30.44

303 38'-6¼ Spr(-13.183) 13.183 29.05

304 38'-6 Spr(-13.660) 13.660 29.57

305 35'-5¾ Spr(-14.374) 14.374 30.33

306 38'-6½ Spr(-13.084) 13.084 28.94

307 11'-10 Spr(-10.079) 10.079 25.40

308 11'-9 Spr(-7.639) 7.639 22.11

309 9'-6¼ Spr(-8.968) 8.968 23.96

310 9'-6¼ Spr(-8.630) 8.630 23.50

311 9'-6¼ Spr(-10.833) 10.833 26.33

312 9'-6¼ Spr(-9.750) 9.750 24.98

313 9'-6¼ Spr(-9.911) 9.911 25.18

314 9'-6¼ Spr(-10.909) 10.909 26.42

315 9'-6¼ Spr(-9.938) 9.938 25.22

316 9'-6¼ Spr(-10.101) 10.101 25.43

317 9'-6¼ Spr(-11.143) 11.143 26.70

318 9'-6¼ Spr(-10.331) 10.331 25.71

319 9'-6¼ Spr(-10.500) 10.500 25.92

320 9'-6¼ Spr(-11.615) 11.615 27.26

321 9'-6¼ Spr(-11.183) 11.183 26.75

322 9'-6¼ Spr(-11.003) 11.003 26.54

323 9'-6¼ Spr(-16.598) 16.598 32.59

324 35'-7¾ Spr(-13.008) 13.008 28.85

325 38'-8½ Spr(-11.795) 11.795 27.48

326 35'-8 Spr(-13.064) 13.064 28.92

327 38'-9 Spr(-11.846) 11.846 27.53

328 38'-9¼ Spr(-12.053) 12.053 27.77

329 35'-8¼ Spr(-13.293) 13.293 29.17

330 35'-8½ Spr(-14.277) 14.277 30.23

331 38'-9½ Spr(-12.951) 12.951 28.79

2 0'-10½ 81.610

3001 2'-0 PO(20'-0) 79.627

3002 31'-3 24.146

3003 32'-2 fT(25'-0) 16.999

3004 35'-5 PO(10'-0) 15.126

3005 38'-6 PO(10'-0) 13.775

3006 51'-0 PO(10'-0) 8.340

3007 10'-2 PO(15'-0) 13.138

3008 10'-2 PO(5'-0) 10.439

3009 10'-2 PO(5'-0) 10.363

3010 10'-2 PO(5'-0) 10.774

3011 10'-2 PO(8'-0) 13.131

3012 10'-2 PO(5'-0) 13.136

3013 10'-2 PO(5'-0) 11.918

3014 10'-2 PO(5'-0) 11.723

3015 10'-2 PO(8'-0) 13.206

3016 51'-0 PO(10'-0) 8.337

3017 10'-2 PO(5'-0) 13.229

3018 10'-2 PO(5'-0) 11.951

3019 10'-2 PO(5'-0) 12.149

3020 10'-2 PO(8'-0) 13.460

3021 10'-2 PO(5'-0) 13.514

3022 51'-0 PO(10'-0) 8.336

3023 10'-2 PO(5'-0) 12.428

3024 10'-2 PO(5'-0) 12.633

3025 10'-2 PO(8'-0) 13.992

3026 10'-2 PO(5'-0) 14.090

3027 10'-2 PO(5'-0) 13.243

3028 10'-2 PO(5'-0) 13.461

3029 10'-2 PO(8'-0) 14.901

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Report Description: Ordinary Group II

Job Number: OC1242

3030 10'-2 PO(15'-0) 17.315

3031 51'-0 PO(10'-0) 8.336

3032 10'-2 PO(5'-0) 20.151

3033 10'-2 22.280

3034 31'-6½ 16.008

3035 32'-2 fT(25'-0) 16.048

3036 35'-8½ PO(10'-0), 2Z 14.399

3037 38'-9½ PO(10'-0) 13.061

3042 51'-0 PO(10'-0) 7.785

3043 51'-0 PO(10'-0) 7.787

3048 51'-0 PO(10'-0) 7.788

3055 51'-0 PO(10'-0) 7.789

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Pipe Type Diameter Flow Velocity Friction Loss Length Pressure

Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Ordinary Group II

• • • • • Route 1 • • • • •

Pf

Pe

Pv

DR 1.0490 23.50 8.72 0.175389 2'-5¾ 2.014

310 9'-6¼ 23.50 8 8.630 9'-0 -0.281

3009 10'-2 10.363 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

BL 1.6100 23.50 3.70 0.021774 3'-5¾ 0.076

3009 10'-2 10.363

3008 10'-2 10.439 3'-5¾

Pf

Pe

Pv

BL 1.6100 45.61 7.19 0.074253 4'-6¼ 0.335

3008 10'-2 22.11 10.439

3010 10'-2 10.774 4'-6¼

Flow (q) from Route 3

Pf

Pe

Pv

BL 1.6100 69.57 10.96 0.162140 6'-6½ 2.358

3010 10'-2 23.96 10.774 8'-0

3011 10'-2 13.131 14'-6½

Flow (q) from Route 2

PO(8'-0)

Pf

Pe

Pv

CM 3.0680 57.51 2.50 0.004934 1'-0 0.005

3011 10'-2 13.131 0.000

3012 10'-2 13.136 1'-0

Pf

Pe

Pv

CM 3.0680 83.84 3.64 0.009910 7'-0 0.069

3012 10'-2 26.33 13.136 -0.000

3015 10'-2 13.206 7'-0

Flow (q) from Route 10

Pf

Pe

Pv

CM 3.0680 134.01 5.82 0.023596 1'-0 0.024

3015 10'-2 50.16 13.206 0.000

3017 10'-2 13.229 1'-0

Flow (q) from Route 4

Pf

Pe

Pv

CM 3.0680 160.43 6.96 0.032919 7'-0 0.230

3017 10'-2 26.42 13.229 -0.000

3020 10'-2 13.460 7'-0

Flow (q) from Route 11

Pf

Pe

Pv

CM 3.0680 211.07 9.16 0.054685 1'-0 0.055

3020 10'-2 50.64 13.460 0.000

3021 10'-2 13.514 1'-0

Flow (q) from Route 6

Pf

Pe

Pv

CM 3.0680 237.78 10.32 0.068169 7'-0 0.477

3021 10'-2 26.70 13.514 -0.000

3025 10'-2 13.992 7'-0

Flow (q) from Route 13

Pf

Pe

Pv

CM 3.0680 289.41 12.56 0.098057 1'-0 0.098

3025 10'-2 51.64 13.992 0.000

3026 10'-2 14.090 1'-0

Flow (q) from Route 8

Pf

Pe

Pv

CM 3.0680 316.68 13.74 0.115828 7'-0 0.811

3026 10'-2 27.26 14.090 -0.000

3029 10'-2 14.901 7'-0

Flow (q) from Route 15

Pf

Pe

Pv

CM 3.0680 369.97 16.06 0.154444 0'-7¾ 2.416

3029 10'-2 53.29 14.901 15'-0 -0.002

3030 10'-2 17.315 15'-7¾

Flow (q) from Route 12

PO(15'-0)

Pf

Pe

Pv

CM 3.0680 407.43 17.68 0.184611 0'-4¼ 2.835

3030 10'-2 37.46 17.315 15'-0 0.002

3032 10'-2 20.151 15'-4¼

PO(15'-0), Flow (q) from Route

Pf

Pe

Pv

CM 3.0680 440.02 19.10 0.212857 5'-0 2.129

3032 10'-2 32.59 20.151 5'-0 0.000

3033 10'-2 22.280 10'-0

Flow (q) from Route 25 fE(5'-0)

Pf

Pe

Pv

CM 4.0260 440.02 11.09 0.056668 39'-3 2.994

3033 10'-2 22.280 13'-7 -9.266

3034 31'-6½ 16.008 52'-10

2fE(6'-9½)

Pf

Pe

Pv

BL 6.0650 440.02 4.89 0.007704 5'-5½ 0.312

3034 31'-6½ 16.008 35'-0 -0.271

3035 32'-2 16.048 40'-5½ fE(10'-0), fT(25'-0)

Pf

Pe

Pv

FM 6.0650 594.90 6.61 0.013458 70'-6¾ 0.950

3035 32'-2 154.88 16.048 0.001

3003 32'-2 16.999 70'-6¾

Flow (q) from Route 16

Pf

Pe

Pv

BL 6.0650 848.06 9.42 0.025933 220'-3¼ 6.750

3003 32'-2 253.16 16.999 40'-0 0.397

3002 31'-3 24.146 260'-3¼

Flow (q) from Route 19

4fE(10'-0)

Pf

Pe

Pv

MS 4.0260 848.06 21.37 0.190770 126'-4¾ 42.799

3002 31'-3 24.146 97'-11½ 12.682

3001 2'-0 79.627 224'-4¼

2fT(16'-0), 5fE(6'-9½), CV(10'-0)

, GV(2'-0), PO(20'-0)

Pf

Pe

Pv

MS 6.0650 848.06 9.42 0.025933 4'-7¾ 1.495

3001 2'-0 79.627 53'-0 0.488

2 0'-10½ 81.610 57'-7¾

2LtE(9'-0), sCV(32'-0), GV(3'-0)

© M.E.P.CAD, Inc. 11/2/2018 Page 9AutoSPRINK 2018 v14.1.4.0 12:14:33PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Ordinary Group II

Pf

Pe

Pv

UG 8.3900 848.06 4.92 0.004015 471'-9½ 2.657

2 0'-10½ 81.610 190'-0 0.813

1 -1'-0 85.080 661'-9½

5E(30'-6½), GV(6'-9½), 2EE(15'-

3¼), S

1098.06

250.00 Hose Allowance At Source

• • • • • Route 2 • • • • •

Pf

Pe

Pv

DR 1.0490 23.96 8.89 0.181737 2'-5¾ 2.087

309 9'-6¼ 23.96 8 8.968 9'-0 -0.281

3010 10'-2 10.774 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 3 • • • • •

Pf

Pe

Pv

AO 1.0490 22.11 8.21 0.156673 6'-5¾ 2.113

308 11'-9 22.11 8 7.639 7'-0 0.687

3008 10'-2 10.439 13'-5¾

Sprinkler, E(2'-0), PO(5'-0)

• • • • • Route 4 • • • • •

Pf

Pe

Pv

DR 1.0490 24.98 9.27 0.196345 2'-5¾ 2.254

312 9'-6¼ 24.98 8 9.750 9'-0 -0.281

3014 10'-2 11.723 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

BL 1.6100 24.98 3.94 0.024376 8'-0 0.195

3014 10'-2 11.723

3013 10'-2 11.918 8'-0

Pf

Pe

Pv

BL 1.6100 50.16 7.91 0.088542 6'-6½ 1.288

3013 10'-2 25.18 11.918 8'-0

3015 10'-2 13.206 14'-6½

Flow (q) from Route 5

PO(8'-0)

• • • • • Route 5 • • • • •

Pf

Pe

Pv

DR 1.0490 25.18 9.35 0.199336 2'-5¾ 2.289

313 9'-6¼ 25.18 8 9.911 9'-0 -0.281

3013 10'-2 11.918 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 6 • • • • •

Pf

Pe

Pv

DR 1.0490 25.22 9.36 0.199837 2'-5¾ 2.294

315 9'-6¼ 25.22 8 9.938 9'-0 -0.281

3018 10'-2 11.951 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

BL 1.6100 25.22 3.97 0.024809 8'-0 0.198

3018 10'-2 11.951

3019 10'-2 12.149 8'-0

Pf

Pe

Pv

BL 1.6100 50.64 7.98 0.090116 6'-6½ 1.310

3019 10'-2 25.43 12.149 8'-0

3020 10'-2 13.460 14'-6½

Flow (q) from Route 7

PO(8'-0)

• • • • • Route 7 • • • • •

Pf

Pe

Pv

DR 1.0490 25.43 9.44 0.202878 2'-5¾ 2.329

316 9'-6¼ 25.43 8 10.101 9'-0 -0.281

3019 10'-2 12.149 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 8 • • • • •

Pf

Pe

Pv

DR 1.0490 25.71 9.55 0.207136 2'-5¾ 2.378

318 9'-6¼ 25.71 8 10.331 9'-0 -0.281

3023 10'-2 12.428 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

BL 1.6100 25.71 4.05 0.025715 8'-0 0.206

3023 10'-2 12.428

3024 10'-2 12.633 8'-0

Pf

Pe

Pv

BL 1.6100 51.64 8.14 0.093406 6'-6½ 1.358

3024 10'-2 25.92 12.633 8'-0

3025 10'-2 13.992 14'-6½

Flow (q) from Route 9

PO(8'-0)

• • • • • Route 9 • • • • •

Pf

Pe

Pv

DR 1.0490 25.92 9.62 0.210280 2'-5¾ 2.414

319 9'-6¼ 25.92 8 10.500 9'-0 -0.281

3024 10'-2 12.633 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 10 • • • • •

Pf

Pe

Pv

DR 1.0490 26.33 9.77 0.216443 2'-11¼ 2.584

311 9'-6¼ 26.33 8 10.833 9'-0 -0.281

3012 10'-2 13.136 11'-11¼

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 11 • • • • •

Pf

Pe

Pv

DR 1.0490 26.42 9.81 0.217850 2'-11¼ 2.601

314 9'-6¼ 26.42 8 10.909 9'-0 -0.281

3017 10'-2 13.229 11'-11¼

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 12 • • • • •

© M.E.P.CAD, Inc. 11/2/2018 Page 10AutoSPRINK 2018 v14.1.4.0 12:14:33PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Ordinary Group II

Pf

Pe

Pv

DR 1.0490 26.54 9.85 0.219574 2'-5¾ 2.521

322 9'-6¼ 26.54 8 11.003 9'-0 -0.281

3027 10'-2 13.243 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

BL 1.6100 26.54 4.18 0.027259 8'-0 0.218

3027 10'-2 13.243

3028 10'-2 13.461 8'-0

Pf

Pe

Pv

BL 1.6100 53.29 8.40 0.099011 6'-6½ 1.440

3028 10'-2 26.75 13.461 8'-0

3029 10'-2 14.901 14'-6½

Flow (q) from Route 14

PO(8'-0)

• • • • • Route 13 • • • • •

Pf

Pe

Pv

DR 1.0490 26.70 9.91 0.222162 2'-11¼ 2.653

317 9'-6¼ 26.70 8 11.143 9'-0 -0.281

3021 10'-2 13.514 11'-11¼

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 14 • • • • •

Pf

Pe

Pv

DR 1.0490 26.75 9.93 0.222893 2'-5¾ 2.559

321 9'-6¼ 26.75 8 11.183 9'-0 -0.281

3028 10'-2 13.461 11'-5¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 15 • • • • •

Pf

Pe

Pv

DR 1.0490 27.26 10.12 0.230845 2'-11¼ 2.756

320 9'-6¼ 27.26 8 11.615 9'-0 -0.281

3026 10'-2 14.090 11'-11¼

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 16 • • • • •

Pf

Pe

Pv

BL 2.0670 27.48 2.63 0.008610 7'-0 0.060

325 38'-8½ 27.48 8 11.795 -0.010

327 38'-9 11.846 7'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 55.01 5.26 0.031099 7'-0 0.218

327 38'-9 27.53 8 11.846 -0.010

328 38'-9¼ 12.053 7'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 82.78 7.92 0.066243 5'-4¼ 1.017

328 38'-9¼ 27.77 8 12.053 10'-0 -0.010

3037 38'-9½ 13.061 15'-4¼

Sprinkler, PO(10'-0)

Pf

Pe

Pv

BL 6.0650 37.72 0.42 0.000082 12'-8½ 0.001

3037 38'-9½ 13.061 1.337

3036 35'-8½ 14.399 12'-8½

2Z

Pf

Pe

Pv

BL 6.0650 154.88 1.72 0.001116 34'-10¼ 0.117

3036 35'-8½ 86.94 + 30.23 14.399 70'-0 1.532

3035 32'-2 16.048 104'-10¼

Flow (q) from Route 18 and 23

2fE(10'-0), 2fT(25'-0)

• • • • • Route 17 • • • • •

Pf

Pe

Pv

AO 1.0490 25.40 9.43 0.202474 4'-6½ 2.338

307 11'-10 25.40 8 10.079 7'-0 0.720

3007 10'-2 13.138 11'-6½

Sprinkler, E(2'-0), PO(5'-0)

Pf

Pe

Pv

FM 1.6100 37.46 5.90 0.051580 57'-0¾ 4.181

3007 10'-2 12.06 13.138 24'-0 -0.004

3030 10'-2 17.315 81'-0¾

Flow (q) from Route 29

2T(8'-0), 4LtE(2'-0)

• • • • • Route 18 • • • • •

Pf

Pe

Pv

BL 2.0670 28.85 2.76 0.009426 7'-0 0.066

324 35'-7¾ 28.85 8 13.008 -0.010

326 35'-8 13.064 7'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 57.77 5.52 0.034047 7'-0 0.238

326 35'-8 28.92 8 13.064 -0.010

329 35'-8¼ 13.293 7'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 86.94 8.31 0.072522 5'-4¼ 1.113

329 35'-8¼ 29.17 8 13.293 10'-0 -0.007

3036 35'-8½ 14.399 15'-4¼

Sprinkler, PO(10'-0), 2Z

• • • • • Route 19 • • • • •

Pf

Pe

Pv

BL 2.0670 28.94 2.77 0.009477 9'-0 0.085

306 38'-6½ 28.94 8 13.084 0.013

303 38'-6¼ 13.183 9'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 57.98 5.54 0.034282 7'-0 0.583

303 38'-6¼ 29.05 8 13.183 10'-0 0.010

3005 38'-6 13.775 17'-0

Sprinkler, PO(10'-0)

Pf

Pe

Pv

BL 6.0650 161.41 1.79 0.001205 12'-8½ 0.015

3005 38'-6 73.85 + 29.57 13.775 1.336

3004 35'-5 15.126 12'-8½

Flow (q) from Route 20 and 21

Pf

Pe

Pv

BL 6.0650 253.16 2.81 0.002770 111'-10½ 0.462

3004 35'-5 60.77 + 30.98 15.126 55'-0 1.411

3003 32'-2 16.999 166'-10½

Flow (q) from Route 22 and 24

3fE(10'-0), fT(25'-0)

• • • • • Route 20 • • • • •

© M.E.P.CAD, Inc. 11/2/2018 Page 11AutoSPRINK 2018 v14.1.4.0 12:14:33PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Ordinary Group II

Pf

Pe

Pv

BL 2.0670 28.79 2.75 0.009387 1'-7¾ 0.109

331 38'-9½ 28.79 8 12.951 10'-0 0.000

3037 38'-9½ 13.061 11'-7¾

Sprinkler, PO(10'-0)

Pf

Pe

Pv

BL 6.0650 73.85 0.82 0.000284 25'-11¼ 0.020

3037 38'-9½ 37.72 13.061 45'-0 -5.295

3042 51'-0 7.785 70'-11¼

Flow (q) from Route 16 fT(25'-0), 2fE(10'-0)

Pf

Pe

Pv

CM 6.0650 55.10 0.61 0.000165 13'-0 0.002

3042 51'-0 7.785

3043 51'-0 7.787 13'-0

Pf

Pe

Pv

CM 6.0650 36.90 0.41 0.000079 13'-0 0.001

3043 51'-0 7.787

3048 51'-0 7.788 13'-0

Pf

Pe

Pv

CM 6.0650 18.69 0.21 0.000022 13'-0 0.000

3048 51'-0 7.788

3055 51'-0 7.789 13'-0

Pf

Pe

Pv

RN 2.0670 18.69 1.79 0.004222 92'-8 0.547

3055 51'-0 7.789 37'-0

3031 51'-0 8.336 129'-8

PO(10'-0)

2fT(8'-6), PO(10'-0)

Pf

Pe

Pv

CM 6.0650 18.69 0.21 0.000022 13'-0 0.000

3031 51'-0 8.336

3022 51'-0 8.336 13'-0

Pf

Pe

Pv

CM 6.0650 36.90 0.41 0.000079 13'-0 0.001

3022 51'-0 18.21 8.336

3016 51'-0 8.337 13'-0

Flow (q) from Route 26

Pf

Pe

Pv

CM 6.0650 55.10 0.61 0.000165 13'-0 0.002

3016 51'-0 18.19 8.337

3006 51'-0 8.340 13'-0

Flow (q) from Route 27

Pf

Pe

Pv

CM 6.0650 73.85 0.82 0.000284 25'-0 0.016

3006 51'-0 18.76 8.340 30'-0 5.420

3005 38'-6 13.775 55'-0

Flow (q) from Route 28

3fE(10'-0)

• • • • • Route 21 • • • • •

Pf

Pe

Pv

BL 2.0670 29.57 2.83 0.009862 2'-0 0.118

304 38'-6 29.57 8 13.660 10'-0 -0.003

3005 38'-6 13.775 12'-0

Sprinkler, PO(10'-0)

• • • • • Route 22 • • • • •

Pf

Pe

Pv

BL 2.0670 30.33 2.90 0.010337 9'-0 0.093

305 35'-5¾ 30.33 8 14.374 0.014

302 35'-5¼ 14.480 9'-0

Sprinkler

Pf

Pe

Pv

BL 2.0670 60.77 5.81 0.037394 7'-0 0.636

302 35'-5¼ 30.44 8 14.480 10'-0 0.011

3004 35'-5 15.126 17'-0

Sprinkler, PO(10'-0)

• • • • • Route 23 • • • • •

Pf

Pe

Pv

BL 2.0670 30.23 2.89 0.010273 1'-7¾ 0.120

330 35'-8½ 30.23 8 14.277 10'-0 0.003

3036 35'-8½ 14.399 11'-7¾

Sprinkler, PO(10'-0), 2Z

• • • • • Route 24 • • • • •

Pf

Pe

Pv

BL 2.0670 30.98 2.96 0.010754 2'-0 0.129

301 35'-5 30.98 8 15.000 10'-0 -0.003

3004 35'-5 15.126 12'-0

Sprinkler, PO(10'-0)

• • • • • Route 25 • • • • •

Pf

Pe

Pv

DR 1.0490 32.59 12.10 0.321173 2'-11¼ 3.835

323 9'-6¼ 32.59 8 16.598 9'-0 -0.281

3032 10'-2 20.151 11'-11¼

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 26 • • • • •

Pf

Pe

Pv

RN 2.0670 18.21 1.74 0.004024 99'-2¼ 0.548

3048 51'-0 7.788 37'-0 0.000

3022 51'-0 8.336 136'-2¼

PO(10'-0)

2fT(8'-6), PO(10'-0)

• • • • • Route 27 • • • • •

Pf

Pe

Pv

RN 2.0670 18.19 1.74 0.004016 99'-11¾ 0.550

3043 51'-0 7.787 37'-0 -0.000

3016 51'-0 8.337 136'-11¾

PO(10'-0)

2fT(8'-6), PO(10'-0)

• • • • • Route 28 • • • • •

Pf

Pe

Pv

RN 2.0670 18.76 1.79 0.004249 93'-5½ 0.554

3042 51'-0 7.785 37'-0

3006 51'-0 8.340 130'-5½

PO(10'-0)

2fT(8'-6), PO(10'-0)

• • • • • Route 29 • • • • •

© M.E.P.CAD, Inc. 11/2/2018 Page 12AutoSPRINK 2018 v14.1.4.0 12:14:33PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Ordinary Group II

Pf

Pe

Pv

CM 3.0680 12.06 0.52 0.000274 2'-0¼ 0.005

3011 10'-2 57.51 13.131 15'-0 0.002

3007 10'-2 13.138 17'-0¼

Flow (q) from Route 1

PO(15'-0)

1.51

Pipe Type Legend

AO Arm-Over

BL Branch Line

CM Cross Main

DN Drain

DR Drop

DY Dynamic

FM Feed Main

FR Feed Riser

MS Miscellaneous

OR Outrigger

RN Riser Nipple

SP Sprig

ST Stand Pipe

UG Underground

Units Legend

Diameter Inch

Elevation Foot

Flow gpm

Discharge gpm

Velocity fps

Pressure psi

Length Foot

Friction Loss psi/Foot

HWC Hazen-Williams Constant

Pt Total pressure at a point in a pipe

Pn Normal pressure at a point in a pipe

Pf Pressure loss due to friction between points

Pe Pressure due to elevation difference between indicated points

Pv Velocity pressure at a point in a pipe

Fittings Legend

ALV Alarm Valve

AngV Angle Valve b Bushing

BalV Ball Valve

BFP Backflow Preventer

BV Butterfly Valve

C Cross Flow Turn 90° cplg Coupling

Cr Cross Run

CV Check Valve

DelV Deluge Valve

DPV Dry Pipe Valve

E 90° Elbow

EE 45° Elbow

Ee1 11¼° Elbow

Ee2 22½° Elbow f Flow Device fd Flex Drop

FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange

FN Floating Node fT FireLock(TM) Tee g Gauge

GloV Globe Valve

GV Gate Valve

Ho Hose

Hose Hose

HV Hose Valve

Hyd Hydrant

LtE Long Turn Elbow mecT Mechanical Tee

Noz Nozzle

P1 Pump In

P2 Pump Out

PIV Post Indicating Valve

PO Pipe Outlet

PrV Pressure Relief Valve

PRV Pressure Reducing Valve red Reducer/Adapter

S Supply sCV Swing Check Valve

SFx Seismic Flex

Spr Sprinkler

St Strainer

T Tee Flow Turn 90°

Tr Tee Run

U Union

WirF Wirsbo

WMV Water Meter Valve

Z Cap

4.87

)( 150

1.33

1.16

0.713

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

© M.E.P.CAD, Inc. 11/2/2018 Page 13AutoSPRINK 2018 v14.1.4.0 12:14:33PM

Report Description: Light Hazard

Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name

1 1105.02 250.00 120.000 96.000Water Supply

Identifier Pressure(psi) K-Factor(K) Flow(gpm)

Job

System

Supplies Check Point Gauges

OC1242 VUOCHLIN VEUNG

ALTUS KC-46A SIMULATOR FACILITY PHASE 2

ALTUS AIR FORCE BASE

OKLAHOMA

4058356904

Altus KC46A - 1st Floor - FS101.cad

ALTUS AIR FORCE FIRE MARSHAL

KC-46A PHASE 2/1ST FLOOR

Job Name:

Address 1

Address 2

Design Engineer

Phone FAX

State Certification/License Number

AHJ

Job Site/Building

Most Demanding Sprinkler Data

Coverage Per Sprinkler

Total Demand

Area of Application

Hose Streams

Number Of Sprinklers Calculated

Pressure Result

Job Number

527.32 @ 97.359

Water Supply at Node 1 (1105.02, 250.00, 120.000, 96.000)

0.100gpm/ft²

5.6 K-Factor 22.50 at 16.143

225.00ft²

1500.00ft² (Actual 1537.59ft²)

Density

+16.534 (14.5%)

Address 3

System Pressure Demand System Flow Demand

97.359 277.32

250.00

© M.E.P.CAD, Inc. 11/2/2018 Page 1AutoSPRINK 2018 v14.1.4.0 12:15:30PM

- 1B

Job Number: OC1242

Node Flow(gpm)

Total Hose Streams

250.00

Safety MarginRequiredAvailable

Node

Hose Flow Static Residual Flow Total Demand

(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name

1 113.893 97.359 16.5341105.02250.00 96.000120.000 527.32Water Supply

Design EngineerJob Number

Total Water Required (Including Hose Allowance)

527.32

Maximum Pressure Unbalance In Loops

0.000

Additional Hose Supplies

250.00

Hose Allowance At Source

Supplies

5233.88gal

Light Hazard

0.100gpm/ft²

225.00ft²

1500.00ft² (Actual 1537.59ft²)

Occupancy

Area of Application

Coverage Per SprinklerNumber Of Sprinklers Calculated

Density

Job Suffix

AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area

Volume capacity of Dry PipesVolume capacity of Wet Pipes

1.61 between nodes 1 and 2 Maximum Velocity Under Ground

18.58 between nodes 1001 and 1003 Maximum Velocity Above Ground

5.6 K-Factor 22.50 at 16.143

Most Demanding Sprinkler Data

System

KC-46A PHASE 2/1ST FLOOROKLAHOMA

Job Site/Building

ALTUS AIR FORCE FIRE MARSHALALTUS AIR FORCE BASE

AHJ

790ALTUS KC-46A SIMULATOR FACILITY PHASE 2

Job

State Certification/License NumberJob Name:

VUOCHLIN VEUNGOC1242

Contractor

Contractor Number

OC1242

Name of Contractor:

SGS, LLC

Address 1

4400 SW 15TH STREET

Address 2

OKLAHOMA CITY, OK 73108

Contact Name Contact Title

ExtensionPhone

FAX

E-mail

Web-SiteAddress 3

Address 1

Address 2

Drawing Name

Altus KC46A - 1st Floor - FS101.cad

System Flow Demand

277.32

Remote Area(s)

Address 3

11/2/2018© M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.1.4.0 12:15:36PM

Job Number: OC1242

96.000 @ 1105.02

Residual: Pressure

120.000

Static: Pressure

Water Supply at Node 1

Hydraulic Graph

Water Supply at Node 1

97.359 @ 277.32

97.359 @ 527.32

Available Pressure at Time of Test

113.893 @ 527.32

System Demand

System Demand (Including Hose Allowance at Source)

© M.E.P.CAD, Inc. 11/2/2018 Page 3AutoSPRINK 2018 v14.1.4.0 12:15:40PM

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Light Hazard

Job Number: OC1242

Sprinkler 101 23.96 22.50 5.6 18.301

Sprinkler 102 23.59 22.50 5.6 17.747

Sprinkler 103 23.57 22.50 5.6 17.713

Sprinkler 104 23.21 22.50 5.6 17.176

Sprinkler 105 23.26 22.50 5.6 17.254

Sprinkler 106 22.88 22.50 5.6 16.698

Sprinkler 107 23.12 22.50 5.6 17.042

Sprinkler 108 22.74 22.50 5.6 16.491

Sprinkler 109 23.03 22.50 5.6 16.906

Sprinkler 110 22.65 22.50 5.6 16.360

Sprinkler 111 22.82 22.50 5.6 16.605

Sprinkler 112 22.50 22.50 5.6 16.143

Most Demanding Sprinkler Data

© M.E.P.CAD, Inc. 11/2/2018 Page 6AutoSPRINK 2018 v14.1.4.0 12:15:44PM

Report Description: Light Hazard

Job Number: OC1242

1 -1'-0 S 97.359 277.32

101 9'-6¼ Spr(-18.301) 18.301 23.96

102 9'-6¼ Spr(-17.747) 17.747 23.59

103 9'-6¼ Spr(-17.713) 17.713 23.57

104 9'-6¼ Spr(-17.176) 17.176 23.21

105 9'-6¼ Spr(-17.254) 17.254 23.26

106 9'-6¼ Spr(-16.698) 16.698 22.88

107 9'-6¼ Spr(-17.042) 17.042 23.12

108 9'-6¼ Spr(-16.491) 16.491 22.74

109 9'-6¼ Spr(-16.906) 16.906 23.03

110 9'-6¼ Spr(-16.360) 16.360 22.65

111 9'-6¼ Spr(-16.605) 16.605 22.82

112 9'-6¼ Spr(-16.143) 16.143 22.50

2 0'-10½ 96.210

1001 6'-1¾ 92.877

1002 2'-0 PO(20'-0) 95.520

1003 10'-0 25.406

1004 10'-0 PO(6'-0) 21.891

1005 10'-0 PO(5'-0) 20.149

1006 10'-0 PO(5'-0) 19.538

1007 10'-0 PO(6'-0) 21.230

1008 10'-0 PO(5'-0) 19.500

1009 10'-0 PO(5'-0) 18.907

1010 10'-0 PO(6'-0) 20.642

1011 10'-0 PO(5'-0) 18.993

1012 10'-0 PO(5'-0) 18.378

1013 10'-0 PO(5'-0) 18.758

1014 10'-0 PO(6'-0) 20.389

1015 10'-0 PO(5'-0) 18.151

1016 10'-0 PO(6'-0) 20.227

1017 10'-0 PO(5'-0) 18.609

1018 10'-0 PO(5'-0) 18.006

1019 10'-0 PO(6'-0) 20.184

1020 10'-0 PO(5'-0) 18.277

1021 10'-0 PO(5'-0) 17.766

© M.E.P.CAD, Inc. 11/2/2018 Page 7AutoSPRINK 2018 v14.1.4.0 12:15:47PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Light Hazard

• • • • • Route 1 • • • • •

Pf

Pe

Pv

DR 1.0490 22.50 8.35 0.161813 2'-3¾ 1.831

112 9'-6¼ 22.50 5.6 16.143 9'-0 -0.208

1021 10'-0 17.766 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 22.50 4.83 0.042558 12'-0 0.511

1021 10'-0 17.766

1020 10'-0 18.277 12'-0

Pf

Pe

Pv

CM 1.3800 45.32 9.72 0.155445 6'-3¼ 1.907

1020 10'-0 22.82 18.277 6'-0

1019 10'-0 20.184 12'-3¼

Flow (q) from Route 4

PO(6'-0)

Pf

Pe

Pv

CM 3.0680 45.32 1.97 0.003175 13'-6¾ 0.043

1019 10'-0 20.184

1016 10'-0 20.227 13'-6¾

Pf

Pe

Pv

CM 3.0680 91.00 3.95 0.011531 14'-0 0.161

1016 10'-0 45.68 20.227

1014 10'-0 20.389 14'-0

Flow (q) from Route 2

Pf

Pe

Pv

CM 3.0680 136.86 5.94 0.024533 10'-4 0.254

1014 10'-0 45.86 20.389

1010 10'-0 20.642 10'-4

Flow (q) from Route 3

Pf

Pe

Pv

CM 3.0680 183.00 7.94 0.041995 14'-0 0.588

1010 10'-0 46.14 20.642

1007 10'-0 21.230 14'-0

Flow (q) from Route 5

Pf

Pe

Pv

CM 3.0680 229.80 9.97 0.063997 10'-3¾ 0.660

1007 10'-0 46.80 21.230

1004 10'-0 21.891 10'-3¾

Flow (q) from Route 8

Pf

Pe

Pv

CM 3.0680 277.32 12.04 0.090614 28'-9½ 3.515

1004 10'-0 47.53 21.891 10'-0

1003 10'-0 25.406 38'-9½

Flow (q) from Route 10

2LtE(5'-0)

Pf

Pe

Pv

FR 2.4690 277.32 18.58 0.260978 236'-1½ 65.799

1003 10'-0 25.406 16'-0 1.673

1001 6'-1¾ 92.877 252'-1½

4LtE(4'-0)

Pf

Pe

Pv

MS 4.0260 277.32 6.99 0.024124 2'-11¾ 0.844

1001 6'-1¾ 92.877 32'-0 1.799

1002 2'-0 95.520 34'-11¾

CV(10'-0), GV(2'-0), PO(20'-0)

Pf

Pe

Pv

MS 6.0650 277.32 3.08 0.003279 8'-7¾ 0.202

1002 2'-0 95.520 53'-0 0.488

2 0'-10½ 96.210 61'-7¾

2LtE(9'-0), sCV(32'-0), GV(3'-0)

Pf

Pe

Pv

UG 8.3900 277.32 1.61 0.000508 471'-9½ 0.336

2 0'-10½ 96.210 190'-0 0.813

1 -1'-0 97.359 661'-9½

5E(30'-6½), GV(6'-9½), 2EE(15'-

3¼), S

527.32

250.00 Hose Allowance At Source

• • • • • Route 2 • • • • •

Pf

Pe

Pv

DR 1.0490 22.65 8.41 0.163824 2'-3¾ 1.853

110 9'-6¼ 22.65 5.6 16.360 9'-0 -0.208

1018 10'-0 18.006 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 22.65 4.86 0.043087 14'-0 0.603

1018 10'-0 18.006

1017 10'-0 18.609 14'-0

Pf

Pe

Pv

CM 1.3800 45.68 9.80 0.157714 4'-3 1.618

1017 10'-0 23.03 18.609 6'-0

1016 10'-0 20.227 10'-3

Flow (q) from Route 6

PO(6'-0)

• • • • • Route 3 • • • • •

Pf

Pe

Pv

DR 1.0490 22.74 8.44 0.165039 2'-3¾ 1.867

108 9'-6¼ 22.74 5.6 16.491 9'-0 -0.208

1015 10'-0 18.151 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 22.74 4.88 0.043406 14'-0 0.608

1015 10'-0 18.151

1013 10'-0 18.758 14'-0

Pf

Pe

Pv

CM 1.3800 45.86 9.84 0.158883 4'-3 1.630

1013 10'-0 23.12 18.758 6'-0

1014 10'-0 20.389 10'-3

Flow (q) from Route 7

PO(6'-0)

• • • • • Route 4 • • • • •

Pf

Pe

Pv

DR 1.0490 22.82 8.47 0.166095 2'-3¾ 1.879

111 9'-6¼ 22.82 5.6 16.605 9'-0 -0.208

1020 10'-0 18.277 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

© M.E.P.CAD, Inc. 11/2/2018 Page 8AutoSPRINK 2018 v14.1.4.0 12:15:51PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Light Hazard

• • • • • Route 5 • • • • •

Pf

Pe

Pv

DR 1.0490 22.88 8.49 0.166947 2'-3¾ 1.889

106 9'-6¼ 22.88 5.6 16.698 9'-0 -0.208

1012 10'-0 18.378 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 22.88 4.91 0.043908 14'-0 0.615

1012 10'-0 18.378

1011 10'-0 18.993 14'-0

Pf

Pe

Pv

CM 1.3800 46.14 9.90 0.160717 4'-3 1.649

1011 10'-0 23.26 18.993 6'-0

1010 10'-0 20.642 10'-3

Flow (q) from Route 9

PO(6'-0)

• • • • • Route 6 • • • • •

Pf

Pe

Pv

DR 1.0490 23.03 8.55 0.168876 2'-3¾ 1.910

109 9'-6¼ 23.03 5.6 16.906 9'-0 -0.208

1017 10'-0 18.609 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 7 • • • • •

Pf

Pe

Pv

DR 1.0490 23.12 8.58 0.170126 2'-3¾ 1.925

107 9'-6¼ 23.12 5.6 17.042 9'-0 -0.208

1013 10'-0 18.758 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 8 • • • • •

Pf

Pe

Pv

DR 1.0490 23.21 8.62 0.171364 2'-3¾ 1.939

104 9'-6¼ 23.21 5.6 17.176 9'-0 -0.208

1009 10'-0 18.907 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 23.21 4.98 0.045070 14'-0 0.631

1009 10'-0 18.907

1006 10'-0 19.538 14'-0

Pf

Pe

Pv

CM 1.3800 46.80 10.04 0.164965 4'-3 1.693

1006 10'-0 23.59 19.538 6'-0

1007 10'-0 21.230 10'-3

Flow (q) from Route 11

PO(6'-0)

• • • • • Route 9 • • • • •

Pf

Pe

Pv

DR 1.0490 23.26 8.64 0.172088 2'-3¾ 1.947

105 9'-6¼ 23.26 5.6 17.254 9'-0 -0.208

1011 10'-0 18.993 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 10 • • • • •

Pf

Pe

Pv

DR 1.0490 23.57 8.75 0.176318 2'-3¾ 1.995

103 9'-6¼ 23.57 5.6 17.713 9'-0 -0.208

1008 10'-0 19.500 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 23.57 5.06 0.046373 14'-0 0.649

1008 10'-0 19.500

1005 10'-0 20.149 14'-0

Pf

Pe

Pv

CM 1.3800 47.53 10.19 0.169728 4'-3 1.741

1005 10'-0 23.96 20.149 6'-0

1004 10'-0 21.891 10'-3

Flow (q) from Route 12

PO(6'-0)

• • • • • Route 11 • • • • •

Pf

Pe

Pv

DR 1.0490 23.59 8.76 0.176631 2'-3¾ 1.998

102 9'-6¼ 23.59 5.6 17.747 9'-0 -0.208

1006 10'-0 19.538 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 12 • • • • •

Pf

Pe

Pv

DR 1.0490 23.96 8.89 0.181725 2'-3¾ 2.056

101 9'-6¼ 23.96 5.6 18.301 9'-0 -0.208

1005 10'-0 20.149 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

1.51

4.87

)( 150

1.33

1.16

0.713

Equivalent Pipe Lengths of Valves and Fittings (C=120 only)

Actual Inside Diameter

Schedule 40 Steel Pipe Inside Diameter = Factor

C Value Multiplier

Value Of C

Multiplying Factor

© M.E.P.CAD, Inc. 11/2/2018 Page 9AutoSPRINK 2018 v14.1.4.0 12:15:51PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Light Hazard

Pipe Type Legend

AO Arm-Over

BL Branch Line

CM Cross Main

DN Drain

DR Drop

DY Dynamic

FM Feed Main

FR Feed Riser

MS Miscellaneous

OR Outrigger

RN Riser Nipple

SP Sprig

ST Stand Pipe

UG Underground

Units Legend

Diameter Inch

Elevation Foot

Flow gpm

Discharge gpm

Velocity fps

Pressure psi

Length Foot

Friction Loss psi/Foot

HWC Hazen-Williams Constant

Pt Total pressure at a point in a pipe

Pn Normal pressure at a point in a pipe

Pf Pressure loss due to friction between points

Pe Pressure due to elevation difference between indicated points

Pv Velocity pressure at a point in a pipe

Fittings Legend

ALV Alarm Valve

AngV Angle Valve b Bushing

BalV Ball Valve

BFP Backflow Preventer

BV Butterfly Valve

C Cross Flow Turn 90° cplg Coupling

Cr Cross Run

CV Check Valve

DelV Deluge Valve

DPV Dry Pipe Valve

E 90° Elbow

EE 45° Elbow

Ee1 11¼° Elbow

Ee2 22½° Elbow f Flow Device fd Flex Drop

FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange

FN Floating Node fT FireLock(TM) Tee g Gauge

GloV Globe Valve

GV Gate Valve

Ho Hose

Hose Hose

HV Hose Valve

Hyd Hydrant

LtE Long Turn Elbow mecT Mechanical Tee

Noz Nozzle

P1 Pump In

P2 Pump Out

PIV Post Indicating Valve

PO Pipe Outlet

PrV Pressure Relief Valve

PRV Pressure Reducing Valve red Reducer/Adapter

S Supply sCV Swing Check Valve

SFx Seismic Flex

Spr Sprinkler

St Strainer

T Tee Flow Turn 90°

Tr Tee Run

U Union

WirF Wirsbo

WMV Water Meter Valve

Z Cap

© M.E.P.CAD, Inc. 11/2/2018 Page 10AutoSPRINK 2018 v14.1.4.0 12:15:51PM

Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name

1 1105.02 250.00 120.000 96.000Water Supply

Identifier Pressure(psi) K-Factor(K) Flow(gpm)

Job

System

Supplies Check Point Gauges

OC1242 VUOCHLIN VEUNG

ALTUS KC-46A SIMULATOR FACILITY PHASE 2

ALTUS AIR FORCE BASE

OKLAHOMA

4058356904

Altus KC46A - 1st Floor - FS101.cad

ALTUS AIR FORCE FIRE MARSHAL

KC-46A PHASE 2/1ST FLOOR

Job Name:

Address 1

Address 2

Design Engineer

Phone FAX

State Certification/License Number

AHJ

Job Site/Building

Most Demanding Sprinkler Data

Coverage Per Sprinkler

Total Demand

Area of Application

Hose Streams

Number Of Sprinklers Calculated

Pressure Result

Job Number

508.56 @ 85.923

Water Supply at Node 1 (1105.02, 250.00, 120.000, 96.000)

0.100gpm/ft²

5.6 K-Factor 17.23 at 9.470

196.00ft²

1500.00ft² (Actual 1537.87ft²)

Density

+28.366 (24.8%)

Address 3

System Pressure Demand System Flow Demand

85.923 258.56

250.00

© M.E.P.CAD, Inc. 11/2/2018 Page 1AutoSPRINK 2018 v14.1.4.0 12:16:17PM

- 1C

Job Number: OC1242

Node Flow(gpm)

Total Hose Streams

250.00

Safety MarginRequiredAvailable

Node

Hose Flow Static Residual Flow Total Demand

(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name

1 114.289 85.923 28.3661105.02250.00 96.000120.000 508.56Water Supply

Design EngineerJob Number

Total Water Required (Including Hose Allowance)

508.56

Maximum Pressure Unbalance In Loops

0.000

Additional Hose Supplies

250.00

Hose Allowance At Source

Supplies

5233.88gal

Light Hazard

0.100gpm/ft²

196.00ft²

1500.00ft² (Actual 1537.87ft²)

Occupancy

Area of Application

Coverage Per SprinklerNumber Of Sprinklers Calculated

Density

Job Suffix

AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area

Volume capacity of Dry PipesVolume capacity of Wet Pipes

1.50 between nodes 1 and 2 Maximum Velocity Under Ground

17.33 between nodes 1001 and 1003 Maximum Velocity Above Ground

5.6 K-Factor 17.23 at 9.470

Most Demanding Sprinkler Data

System

KC-46A PHASE 2/1ST FLOOROKLAHOMA

Job Site/Building

ALTUS AIR FORCE FIRE MARSHALALTUS AIR FORCE BASE

AHJ

790ALTUS KC-46A SIMULATOR FACILITY PHASE 2

Job

State Certification/License NumberJob Name:

VUOCHLIN VEUNGOC1242

Contractor

Contractor Number

OC1242

Name of Contractor:

SGS, LLC

Address 1

4400 SW 15TH STREET

Address 2

OKLAHOMA CITY, OK 73108

Contact Name Contact Title

ExtensionPhone

FAX

E-mail

Web-SiteAddress 3

Address 1

Address 2

Drawing Name

Altus KC46A - 1st Floor - FS101.cad

System Flow Demand

258.56

Remote Area(s)

Address 3

11/2/2018© M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.1.4.0 12:16:23PM

Job Number: OC1242

96.000 @ 1105.02

Residual: Pressure

120.000

Static: Pressure

Water Supply at Node 1

Hydraulic Graph

Water Supply at Node 1

85.923 @ 258.56

85.923 @ 508.56

Available Pressure at Time of Test

114.289 @ 508.56

System Demand

System Demand (Including Hose Allowance at Source)

© M.E.P.CAD, Inc. 11/2/2018 Page 3AutoSPRINK 2018 v14.1.4.0 12:16:27PM

(gpm) (K)

K-Factor

(psi)

Pressure

Summary Of Outflowing Devices Report Description: Light Hazard

Job Number: OC1242

Sprinkler 113 18.02 14.82 5.6 10.360

Sprinkler 114 17.78 17.23 5.6 10.086

Sprinkler 115 18.75 14.82 5.6 11.206

Sprinkler 116 17.38 17.23 5.6 9.630

Sprinkler 117 17.23 17.23 5.6 9.470

Sprinkler 118 18.23 14.82 5.6 10.597

Sprinkler 119 17.28 14.82 5.6 9.526

Sprinkler 120 18.37 14.82 5.6 10.763

Sprinkler 121 17.09 14.82 5.6 9.318

Sprinkler 122 16.63 15.01 5.6 8.814

Sprinkler 123 16.33 15.01 5.6 8.506

Sprinkler 124 16.14 14.82 5.6 8.311

Sprinkler 125 18.26 14.82 5.6 10.637

Sprinkler 126 15.66 15.01 5.6 7.821

Sprinkler 127 15.38 15.01 5.6 7.546

Most Demanding Sprinkler Data

© M.E.P.CAD, Inc. 11/2/2018 Page 6AutoSPRINK 2018 v14.1.4.0 12:16:31PM

Report Description: Light Hazard

Job Number: OC1242

1 -1'-0 S 85.923 258.56

113 9'-6¼ Spr(-10.360) 10.360 18.02

114 9'-6¼ Spr(-10.086) 10.086 17.78

115 8'-6¼ Spr(-11.206) 11.206 18.75

116 9'-6¼ Spr(-9.630) 9.630 17.38

117 9'-6¼ Spr(-9.470) 9.470 17.23

118 9'-6¼ Spr(-10.597) 10.597 18.23

119 9'-6¼ Spr(-9.526) 9.526 17.28

120 8'-6¼ Spr(-10.763) 10.763 18.37

121 9'-6¼ Spr(-9.318) 9.318 17.09

122 9'-6¼ Spr(-8.814) 8.814 16.63

123 9'-6¼ Spr(-8.506) 8.506 16.33

124 9'-6¼ Spr(-8.311) 8.311 16.14

125 8'-6¼ Spr(-10.637) 10.637 18.26

126 9'-6¼ Spr(-7.821) 7.821 15.66

127 9'-6¼ Spr(-7.546) 7.546 15.38

2 0'-10½ 84.815

1001 6'-1¾ 81.610

1002 2'-0 PO(20'-0) 84.150

1003 10'-0 22.138

1022 10'-0 PO(6'-0) 12.347

1023 10'-0 PO(5'-0) 11.054

1024 10'-0 PO(5'-0) 11.358

1025 10'-0 PO(6'-0) 11.856

1026 10'-0 PO(5'-0) 12.003

1027 10'-0 PO(5'-0) 10.355

1028 10'-0 PO(5'-0) 10.532

1029 10'-0 PO(5'-0) 11.751

1030 10'-0 PO(5'-0) 11.507

1031 10'-0 PO(6'-0) 11.465

1032 10'-0 PO(5'-0) 10.418

1033 10'-0 PO(5'-0) 9.652

1034 10'-0 PO(5'-0) 10.187

1035 10'-0 PO(6'-0) 11.422

1036 10'-0 PO(5'-0) 9.311

1037 10'-0 PO(5'-0) 11.366

1038 10'-0 PO(5'-0) 9.091

1039 10'-0 PO(6'-0) 11.355

1040 10'-0 PO(5'-0) 8.550

1041 10'-0 PO(5'-0) 8.244

© M.E.P.CAD, Inc. 11/2/2018 Page 7AutoSPRINK 2018 v14.1.4.0 12:16:35PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Light Hazard

• • • • • Route 1 • • • • •

Pf

Pe

Pv

DR 1.0490 17.23 6.40 0.098798 2'-0¾ 1.092

117 9'-6¼ 17.23 5.6 9.470 9'-0 -0.208

1027 10'-0 10.355 11'-0¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 17.23 3.70 0.025984 6'-10 0.178

1027 10'-0 10.355

1028 10'-0 10.532 6'-10

Pf

Pe

Pv

CM 1.3800 34.61 7.42 0.094406 8'-0¼ 1.324

1028 10'-0 17.38 10.532 6'-0

1025 10'-0 11.856 14'-0¼

Flow (q) from Route 2

PO(6'-0)

Pf

Pe

Pv

CM 3.0680 204.00 8.85 0.051344 2'-10¼ 0.147

1025 10'-0 169.39 11.856

1026 10'-0 12.003 2'-10¼

Flow (q) from Route 3

Pf

Pe

Pv

CM 3.0680 222.75 9.67 0.060412 5'-8¼ 0.344

1026 10'-0 18.75 12.003

1022 10'-0 12.347 5'-8¼

Flow (q) from Route 15

Pf

Pe

Pv

CM 3.0680 258.56 11.22 0.079597 113'-0¼ 9.792

1022 10'-0 35.81 12.347 10'-0

1003 10'-0 22.138 123'-0¼

Flow (q) from Route 4

2LtE(5'-0)

Pf

Pe

Pv

FR 2.4690 258.56 17.33 0.229248 236'-1½ 57.799

1003 10'-0 22.138 16'-0 1.673

1001 6'-1¾ 81.610 252'-1½

4LtE(4'-0)

Pf

Pe

Pv

MS 4.0260 258.56 6.52 0.021191 2'-11¾ 0.741

1001 6'-1¾ 81.610 32'-0 1.799

1002 2'-0 84.150 34'-11¾

CV(10'-0), GV(2'-0), PO(20'-0)

Pf

Pe

Pv

MS 6.0650 258.56 2.87 0.002881 8'-7¾ 0.178

1002 2'-0 84.150 53'-0 0.488

2 0'-10½ 84.815 61'-7¾

2LtE(9'-0), sCV(32'-0), GV(3'-0)

Pf

Pe

Pv

UG 8.3900 258.56 1.50 0.000446 471'-9½ 0.295

2 0'-10½ 84.815 190'-0 0.813

1 -1'-0 85.923 661'-9½

5E(30'-6½), GV(6'-9½), 2EE(15'-

3¼), S

508.56

250.00 Hose Allowance At Source

• • • • • Route 2 • • • • •

Pf

Pe

Pv

DR 1.0490 17.38 6.45 0.100345 2'-0¾ 1.109

116 9'-6¼ 17.38 5.6 9.630 9'-0 -0.208

1028 10'-0 10.532 11'-0¾

Sprinkler, 2E(2'-0), PO(5'-0)

• • • • • Route 3 • • • • •

Pf

Pe

Pv

DR 1.0490 15.38 5.71 0.080079 2'-3¾ 0.906

127 9'-6¼ 15.38 5.6 7.546 9'-0 -0.208

1041 10'-0 8.244 11'-3¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 15.38 3.30 0.021061 14'-6 0.305

1041 10'-0 8.244

1040 10'-0 8.550 14'-6

Pf

Pe

Pv

CM 1.3800 31.04 6.66 0.077199 7'-0 0.541

1040 10'-0 15.66 8.550

1038 10'-0 9.091 7'-0

Flow (q) from Route 5

Pf

Pe

Pv

CM 1.3800 47.19 10.12 0.167506 7'-6¼ 2.265

1038 10'-0 16.14 9.091 6'-0

1039 10'-0 11.355 13'-6¼

Flow (q) from Route 6

PO(6'-0)

Pf

Pe

Pv

CM 3.0680 47.19 2.05 0.003422 3'-1 0.011

1039 10'-0 11.355

1037 10'-0 11.366 3'-1

Pf

Pe

Pv

CM 3.0680 65.45 2.84 0.006268 8'-11 0.056

1037 10'-0 18.26 11.366

1035 10'-0 11.422 8'-11

Flow (q) from Route 13

Pf

Pe

Pv

CM 3.0680 98.41 4.27 0.013329 3'-3½ 0.044

1035 10'-0 32.96 11.422

1031 10'-0 11.465 3'-3½

Flow (q) from Route 7

Pf

Pe

Pv

CM 3.0680 132.79 5.76 0.023201 1'-9¾ 0.042

1031 10'-0 34.38 11.465

1030 10'-0 11.507 1'-9¾

Flow (q) from Route 9

Pf

Pe

Pv

CM 3.0680 151.16 6.56 0.029487 8'-3 0.243

1030 10'-0 18.37 11.507

1029 10'-0 11.751 8'-3

Flow (q) from Route 14

© M.E.P.CAD, Inc. 11/2/2018 Page 8AutoSPRINK 2018 v14.1.4.0 12:16:40PM

Upstream Total Length

HWC

Hydraulic Analysis Job Number: OC1242

Report Description: Light Hazard

Pf

Pe

Pv

CM 3.0680 169.39 7.35 0.036401 2'-10¾ 0.105

1029 10'-0 18.23 11.751

1025 10'-0 11.856 2'-10¾

Flow (q) from Route 12

• • • • • Route 4 • • • • •

Pf

Pe

Pv

DR 1.0490 17.78 6.60 0.104727 2'-2¾ 1.176

114 9'-6¼ 17.78 5.6 10.086 9'-0 -0.208

1023 10'-0 11.054 11'-2¾

Sprinkler, 2E(2'-0), PO(5'-0)

Pf

Pe

Pv

CM 1.3800 17.78 3.81 0.027544 11'-0¼ 0.303

1023 10'-0 11.054

1024 10'-0 11.358 11'-0¼

Pf

Pe

Pv

CM 1.3800 35.81 7.68 0.100538…