REYNOLDS MARKET REYNOLDS FOX RUN SIDNEY, MONTANA … · 3. Truck Dock Ramp for Retail D shall not...

REYNOLDS MARKET REYNOLDS_FOX RUN SIDNEY, MONTANA

ADDENDUM NO.: 2 DATE: March 27, 2013 PROJECT: Reynolds Market - Fox Run Retail Sidney, Montana ARCHITECT: CTA ARCHITECTS ENGINEERS 13 North 23rd Street (59101) P.O. Box 1439 Billings, MT 59103-1439 CTA PROJECT REF.: REYNOLDS_FOXRUN TO: ALL PLAN HOLDERS OF RECORD PAGES: 20 (If you did not receive correct # of pages, please notify us immediately) 14 - 8-1/2" x 11" 2 – 11" x 17" 4 - 30" x 42" Acknowledge receipt of this Addendum by inserting its number and date in the Proposal Form. Failure to do so may subject Bidder to disqualification. This Addendum forms a part of the Contract Documents. It modifies them as follows: GENERAL 1. INSTRUCTIONS TO BIDDERS - Modify Article 4, paragraph "c" as follows: Electronic bids (.pdf)

will be accepted so long as bids are received no later than the date and time specified in the Project Manual and as modified by addenda. Bids shall be e-mailed to [email protected]. Electronic bids shall include a facsimile of the bid bond written on AIA Document A310, Bid Bond. Bidders shall also include name of surety underwriter, contact name and phone number. Facsimiles of a certified check, cashier’s check or bank money order will not be acceptable for a bid submitted electronically. Bidders submitting electronic bids do so at their own risk. CTA, Inc. will not be responsible for technological anomalies in regard to electronic bidding.

2. BID FORM: Bid Form has been revised. SPECIFICATIONS 033030 – CAST-IN-PLACE CONCRETE SLABS 1. Refer to Part 1.5.E.: Add 3. "Concrete Polishing Association of America (CPAA) Section 03 3300

Concrete Recommendations with Polished Concrete". The CPAA standards for floor polishing shall be included as integral to these specifications. CPAA standards can be obtained at http://www.concretepolishingassociation.com/specifications.

2. Delete 2.4.B. "Air-entraining Admixture." 3. Refer to 2.6.B. Plasticizing admixtures shall be limited to maximum of 20 percent.

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mailto:[email protected]

http://www.concretepolishingassociation.com/specifications


033600 – SPECIAL CONCRETE FLOOR SYSTEMS 1. Refer to Part 1.3.D.: Add "Concrete Polishing Association of America (CPAA) Section 03 3543

Diamond Polishing Concrete Floors". The CPAA standards for floor polishing shall be included as integral to these Specifications. CPAA standards can be obtained at http://www.concretepolishingassociation.com/specifications.

2. Refer to Part 3.2.B.5. Paragraph shall be modified to read: Polish to required sheen level: Level 2 – Medium Gloss Appearance: a. Procedure: Not less than 5 step process with full refinement of each diamond pad up to 800 girt

resin bonded pad with on application densifier. b. Gloss reading: Not less than 55 according to ASTM E 430 before polish guard application.

3. Add Part 3.2.B.6: Subparagraph shall read: Polish to required sheen level: Class B- Fine Aggregate (Salt and Pepper). Remove not more than 1/16 inch of concrete surface by grinding and polishing resulting in majority of exposure displaying fine aggregate with no, or small amount of, medium aggregate at random locations.

042000 – UNIT MASONRY 1. Part 2.2.C.2. shall be changed to read: Density Classification: Light Weight. Note: CMU used on

grid line 17 of Retail Shop B shall have a 2 hr. UL rating per G102. 084113 – ALUMINUM –FRAMED ENTRANCES AND STOREFRONTS 1. Refer to Part 2.5.A.1.a.: Remove Thermal Construction. Storefront doors shall not be thermally

broken. 2. Refer to Part 2.10.A: High-Performance Organic Finish shall be three-coat (two coat + clear coat)

and not two-coat as specified. 211313 - FIRE SPRINKLER SYSTEM 1. Change subparagraph 3.1.A.9.a to, "Hydrants located on Third Ave NW. Information provided by

local Sidney Water Department." 2. Change subparagraph 3.1.A.9.c to "43 psi" 3. Change subparagraph 3.1.A.9.d to "1941 gpm" 4 Change subparagraph 3.1.A.9.e to "03/15/2013" 213213 - ELECTRIC DRIVE CENTRIFUGAL FIRE PUMPS 1. Add subparagraph 2.2.C.1.e "SPP Pumps Inc." 237413 - ROOFTOP AIR CONDITIONERS

1. Delete subparagraph 2.1 P.1. "Cold-Weather Kit: Electric heater maintains temperature in gas burner compartment."

DRAWINGS CIVIL (Great Basin Eng.) SHEET C1.1 1. Curbed area directly SW of Reynolds Grocery Store shall receive 4" topsoil, not 2" Gravel Cap as

noted. This area shall receive sod and irrigation system per Landscape documents. 2. Thickened sidewalks adjacent to Reynolds Grocery Store and Retail Shops B shall be installed by GC,

not by civil contractor. GC shall include these in Base Bids A and B respectively.

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http://www.concretepolishingassociation.com/specifications


SHEET C1.2 1. Thickened sidewalks adjacent to Retail Shops B shall be installed by GC, not by civil contractor. GC

shall include these in Base Bid B. 2. Thickened sidewalks adjacent to Retail C and D shall not be included in bid. These shall be provided

by others. 3. Truck Dock Ramp for Retail D shall not be included in this scope of work. Retail D dock ramp shall

be by others. SHEET C2.1 1. Building Pads: Civil contractor shall be responsible for over-excavation and placing engineered fill

under building pads for Reynolds Grocery Store and Retail Shops B per geotechnical report. Civil contractor shall bring engineered sub-base to 11 inches below finished slab elevation. GC shall be responsible for 6" base per geotechnical report.

SHEET C2.1 1. Building Pads: Civil contractor shall be responsible for over-excavation and placing engineered fill

under building pads for Retail Shops B, Retail C and Retail D per geotechnical report. Civil contractor shall bring engineered sub-base to 11 inches below finished slab elevation. GC shall be responsible for 6" base per geotechnical report.

LANDSCAPE

SHEET L401, L402, L403, L404 1. Change the irrigation legend call out for sleeves from "Schedule 80" to "Schedule 40 or SDR-11." SHEET L405 1. Detail 1 and Detail 2: Add note to each detail reading "One decoder per station/valve." 2. Detail 3: Change controller call out from "Model IC-3000 Dual 48M" to "Model IC-600-SS-

Dual48M." ARCHITECTURAL SHEET A203 1. Refer to "Exterior Paint Color Schedule". Note shall read: "Exterior Hollow Metal Doors and Frames

shall be painted same color as adjacent wall". Aluminum storefront doors and frames have factory finish as specified.

SHEET A501 (see attached A501-1) 1. Base Finishes: "CB" – Concrete Base added to legend. SHEET A502 (see attached A502-1) 1. Added RB in Rooms B102 and B103. 2. Added Additional Note #3 for FRP in Rooms B102 and B103. SHEET A601 1. Doors B101-1, B106-1, 500-1, 600-1, 700-1, 800-1, 900-1 and 1000-1 shall have Hinge note #2. 2. Doors B101-1 shall have Door and Frame Type "Q" 3. Doors B106-1, 500-1, 600-1, 700-1, 800-1, 900-1 and 1000-1 shall have Hinge note #2; Door and

Frame Type "Z". 4. Doors B105-3, B500-2, B600-2, B700-2, B800-2, B900-2 and B1000-2 shall have Frame Type "B". 5. Doors B102-1, B103-1, B104-1, B106-2, B107-1, B108-2 shall have Frame Type "A".

AD2 - 3


6. Door 105-1 shall have Frame Type "C". 7. Doors B102-1, B103-1 and B104-1 shall have Hinge note #1. 8. Door hardware for Door 103-1 shall be the same as Door 102-1. 9. Door hardware for Door 104-1 shall be the same as Door 139-1. 10. Window Type "B" shall be hollow metal frame with ¼" tempered glass with sliding hardware track at

top and bottom of frame. SHEET A701 (see attached A701-1) 1. Changed mantel to 12" deep, lengthened mantel and added mantel bracket(s). 2. Added Burnished Block base. 3. Added Cultured Stone note. 4. Changed hearth depth. 5. Refer to Details 16 and 17. All millwork will be furnished and installed by others. Blocking for

millwork shall be by GC as shown on 18/A701. SHEET S002 1. Refer to Detail 1/S002. 18" min. zone of engineered fill shall be furnished by civil contractor as

shown on C2.1 and C2.2. GC shall be responsible for installing 6" base per geotechnical report. SHEET S201 1. Refer to Details 2/S201, 3/S201 and Civil Sheets C1.1, C1.2 and Detail 5/C4.1. GC shall be

responsible for installing all thickened sidewalks adjacent to Reynolds Grocery Store and Retail Shops B. GC shall include costs for sidewalks in Base Bids A and B respectively. Thickened sidewalks for Retail C and Retail D shall not be included in this scope of work.

FIRE PROTECTION SHEET FP100 (see attached FP100) 1. Change water supply information to reflect current test performed on 03/15/2013. No further testing

is required. 2. Change note 6 to "Flow hydrants" 3. Add note 13 "Static and residual pressure hydrant" SHEET FP101 (see attached FP101) 1. Change pump test header to 4 outlets. 2. Add FDC pipe routed to riser. 3. Change configuration of riser piping. 4. Change location of Fire Pump Controller. 5. Change denotation of thrust block to Note 4. 6. Change configuration and location of FDC. SHEET FP200 (see attached FP200 1. Delete note 13. 2. Add note 13 "Route FDC to riser room" 3. Change FDC location and routing. 4. Add OH2 hazard classification to storage adjacent to exterior seating. 5. Add note 6 to storage adjacent to exterior seating. 6. Add note 15 "sprinkler protection is required under soffits housing display coolers and racks"

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SHEET FP200 (see attached FP201) 1. Add section through exit/entry showing limited combustible concealed space. MECHANICAL

SHEET M001 1. Packaged RTU schedule - delete accessory item #7. ELECTRICAL SHEET E001 (see attached E001-E1) 1. Added "LV – Low Voltage" to Device & Power section lf Legend. 2. Modified Luminaire Schedule – A7 fixture should be Lithonia SP8 F 2 28 A12125 GEB10IS. 3. Modified Luminaire Schedule – Removed type A4 and E1 fixtures – not used. 4. Modified Luminaire Schedule – Changed ballast type for fixtures A5 and A6 from BSNP to

GEB10IS. Also added to remarks to include suspension system of fixtures. SHEET E601 1. Changed "no scale" to "scale 1/8" = 1’-0"" on plans 2/E601 and 4/E601. PRIOR APPROVALS Architectural Acceptable manufacturers for prior approvals: Specification 033030 - Cast-In-Place Concrete Slabs Insulation Solutions Viper VaporCheck II 15 Mil "Class A" vapor barrier Specification 074113 - Metal Roof Panels – Field Fabricated Sno-Gem Junior Polycarbonates - Clear UV Stabilized by Sno-Gem, Inc. with the condition that Sno-Gem, Inc. submit engineered shop drawings showing layout of snow guards on applicable roof structures. Final approval is at the sole discretion of CTA. CTA reserves the right of rejection with no additional cost to the owner. Specification 083613 – Sectional Doors Clopay (OH doors) and Liftmaster (Operators) Specification 096723 - Resinous Flooring Sherwin-Williams GP 3745 Series Fast Top S Urethane Slurry system by General Polymers Mechanical Acceptable manufacturers for prior approvals: Specification 233113 - Round Duct and Fittings Lewis and Lambert Specification 233300 - Back Draft Damper, Volume Damper, and Duct Access Door Nailor Industries Specification 233300 - Flexible Duct Work Flexmaster Hart & Cooley

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Specification 233423 - HVAC Power Ventilators Aerovent (A Twin City Fan Co.) Captive Aire Specification 237433 - Rooftop MAU Absolute Aire Captive Aire Intake Hood Acme Engineering Cesco Products Electrical Lighting Control Panel – Approved Cooper Controls LK Series, Wattstopper LIA Series Low Voltage Occupancy Sensor – Cooper Controls OAC Series Power Pack – Cooper Controls – OC Series Low Voltage Switch – Cooper Controls GDS Series, Wattstopper DCC2 and LVS series. Generator – Kohler; provide 25A 3-pole and 60A 3-pole breakers and critical muffler as spec’d. Light Fixtures: Northern Rockies Agency - Approved types: A1, A2, A3, A3E, A5, A6, A7, B1, B1E, B2, B3, B4, C1, E3 – LSI E2 – Pathway EM, F1, F2, F3, X1, X2, X4 – Philips. D4, S1, S2, S3, S4, S5, S6 – Gardco Pole for S series fixtures - Hapco (Note that all fluorescent fixtures other than F series fixtures shall have F28T8 Energy saving lamps and compatible ballasts as scheduled) CLR – Approved types: A1, A2, A3, A3E, A5, A6, A7, B1, B1E, B2, B3, B4, C1, EM, E2, E3, F1, F2, F3, X1, X2, X4 – H.E. Williams Inc. D2 – Juno Lighting Group S1, S2, S3, S4, S5, S6 fixtures and poles – Juno Lighting Group AccuLite. Prime West Electrical Group – Approved types: A1, A2, A3, A3E, A5, A6, A7, B1, B1E, B2, B3, B4, F1, F2, F3 – Columbia Lighting E2, E3 – Prescolite EM, X1, X2, X4 – Dual-Lite (Note that all fluorescent fixtures other than F series fixtures shall have F28T8 Energy saving lamps and compatible ballasts as scheduled) Illumination Systems Inc. – Approved types: A1, A2, A3, A3E, A5, A6, A7, B1, B1E, B2, B3, B4, C1, F1, F2, F3 – Metalux D1, D3 – Bock Lighting EM, X1, X2, X4 – Surelites (X1 and X2 approval on change to AC power) D2 – Lumark. END OF ADDENDUM

REYNOLDS MARKET REYNOLDS_FOX RUN 100% CONSTRUCTION DOCUMENTS 03/01/2013 SIDNEY, MONTANA

BID FORM AD2 1

BID FORM PROJECT: REYNOLDS MARKET - FOX RUN RETAIL SIDNEY, MONTANA

CTA Project No. REYNOLDS_FOXRUN TO: John Reynolds

C/O CTA Architects Engineers 13 N. 23rd Street Billings, MT 59101

BID FROM: _________________________________________________________________________ I have familiarized myself with the conditions of the Work and Contract Documents, as prepared by CTA Architects Engineers, Billings, Montana; Great Basin Engineering, Salt Lake City, Utah; and Interstate Engineering, Sidney, Montana; and agree to furnish all labor, materials, equipment and services necessary to complete all Work, as bid herein, for Reynolds Market - Fox Run Retail Space, Sidney, Montana, in accordance with the Contract Documents, including all Addenda. Addendum No. Dated Addendum No. Dated Addendum No. Dated I have examined both the Documents and the site and submit the following Bid: In submitting this Bid, I agree:

1. To hold my Bid open thirty (30) consecutive calendar days from the date of Receipt of Bids. 2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security. 3. To enter into and execute a Contract, if awarded on the basis of this Bid and to furnish all bonds

and insurance required by the Bidding Documents. 4. To accomplish the Work not later than stipulated in Invitation to Bid to accomplish the Work in

accordance with the Contract Documents. I agree to complete all Construction for the sum(s) as delineated by the following: Grand Total Base Bid (Sum of Base Bids A, B, C, D, E, and F): __________________________________________________________dollars ($__________). Total of "Grand Total Base Bids" Written in Words


BID FORM AD2 2

Base Bid "A" - Reynolds Market, 47,500 Sq. Ft. Grocery Store including Connecting Wall at Easement and Patio (CTA Documents):

__________________________________________________________dollars ($__________). Total Base Bid "A" Written in Words Base Bid "B" - 12,000 Sq Ft. Fox Run Retail Space (CTA Documents): __________________________________________________________dollars ($__________). Total Base Bid "B" Written in Words Base Bid "C" - Subdivision Water and Sewer Improvements (Interstate Engineering

Documents): __________________________________________________________dollars ($__________). Total Base Bid "C" Written in Words (Total of Unit Pricing below)

BASE BID "C" - AUGUSTUS VAUX SUBDIVISION WATER & SEWER IMPROVEMENTS

ITEM No.

ITEM UNIT No. OF UNITS

UNIT PRICE L & M

EXTENDED PRICE L & M

1 Mobilization, Taxes, Bonds and Insurance L.S. 1

2 12” Water Main L.F. 1,482

3 12” Water Main Replacement L.F. 572

4 12” Gate Valve w/ Riser EA 10

5 10” Water Main L.F. 2,298

6 10” Gate Valve w/ Riser EA 7

7 Fire Hydrant Assembly w/ Valves EA 11

8 New 1” Water Service Connection EA 8

9 New 2” Water Service Connection EA 5

10 Water Service Reconnection EA 4

11 12” Water Main Highway Bore (Cased) L.F. 100

12 21” (nominal) SDR 35 PVC Sewer Main L.F. 805

13 12” (nominal) SDR 35 PVC Sewer Main L.F. 1,078

14 10” (nominal) SDR 35 PVC Sewer Main L.F. 592

15 Standard Manhole EA 12

16 Additional Manhole V.F. 26

17 Sewer Manhole Tie-in EA 3

18 4” Sanitary Sewer Service EA 7

19 6” Sanitary Sewer Service EA 5


BID FORM AD2 3

20 Imported Backfill C.Y. 1,000

21 Type II Bedding C.Y. 2,000

22 Exploratory Excavation Hours 15

Base Bid "D" - Street and Drainage Improvements (Interstate Engineering Documents): __________________________________________________________dollars ($__________). Total Base Bid "D" Written in Words (Total of Unit Pricing below) BASE BID "D" - AUGUSTUS VAUX STREET & DRAINAGE IMPROVEMENTS

ITEM No.

ITEM UNIT No. OF UNITS

UNIT PRICE L & M

EXTENDED PRICE L & M

1 Mobilization, Taxes, Bonds and Insurance L.S. 1

2 Remove & Stockpile Topsoil C.Y. 1,200

3 Embankment In-Place C.Y. 4,400

4 Subgrade Preparation S.Y. 5,450

5 Geotextile Fabric S.Y. 5,450

6 12” Depth – 2” Minus Uncrushed Sub Base S.Y. 5,450

7 6” Depth – 1” Minus Crushed Base Course S.Y. 5,450

8 3” Hot Bituminous Pavement S.Y. 5,450

9 Curb & Gutter L.F. 2,570

10 Concrete Curb Turn Fillet EA 8

11 Concrete Valley Gutter S.F. 1,412

12 Asphalt Surface Restoration L.F. 575

13 Curb & Gutter Remove & Replace L.F. 20

14 MDT Highway Approaches L.S. 2

15 Storm Sewer Inlet & RCP Pipe L.S. 1

16 Testing Laboratory Services L.S. 1 $9,500.00 $9,500.00

Base Bid "E" - Earthwork, site concrete, asphalt and striping (Great Basin Documents): __________________________________________________________dollars ($__________). Total Base Bid "E" Written in Words


BID FORM AD2 4

Base Bid "F" - Landscaping (CTA Documents L101 through L405): __________________________________________________________dollars ($__________). Total Base Bid "E" Written in Words

Alternate Bid No. 1: Add Moisture Retaining Cover (General Sales Floor Only). __________________________________________________________dollars ($__________). Total Alternate Bid No. 1 Written in Words

Alternate Bid No. 2: Add Remote Generator Manual Transfer Switch. __________________________________________________________dollars ($__________). Total Alternate Bid No. 2 Written in Words

Alternate Bid No. 3: Add Performance Bond and Payment Bond - Site/Civil Work Only. __________________________________________________________dollars ($__________). Total Alternate Bid No. 3 Written in Words

Alternate Bid No. 4: Finish Retail Space B-700. __________________________________________________________dollars ($__________). Total Alternate Bid No. 4 Written in Words

Alternate Bid No. 5: Two (2) Houses to Remain. __________________________________________________________dollars ($__________). Total Alternate Bid No. 5 Written in Words

Alternate Bid No. 6: Demo two (2) Houses. __________________________________________________________dollars ($__________). Total Alternate Bid No. 6 Written in Words

Alternate Bid No. 7: 15-Second Delay Panic Hardware. __________________________________________________________dollars ($__________). Total Alternate Bid No. 7 Written in Words

Unit Price No. 1: Electrical - Provide Duplex Receptacle. __________________________________________________________dollars ($__________).


BID FORM AD2 5

Total Unit Price No. 1 Written in Words

Unit Price No. 2: Electrical - Provide Drop Cord Receptacle. __________________________________________________________dollars ($__________). Total Unit Price No. 2 Written in Words

Unit Price No. 3: Single-user Restroom. __________________________________________________________dollars ($__________). Total Unit Price No. 3 Written in Words I have attached the required Bid Security to this Bid. I understand that if I do not answer the above questions and complete all blank spaces provided, my Bid may be rejected as an incomplete Bid. Respectfully Submitted: Date: By: Contractor

Signature

Title

Business Address

(Seal - if by a Corporation) Montana Public Contractor’s License No.

FLOOR FINISHES

SC SEALED CONCRETE

CC COLORED CONCRETE (WITHOUT SPECIAL FINISH)

EPX EPOXY

T TILE

PT PROTECTAL (4X8 SHEETS GLUED & WELDED W/ INTEGRAL BASE)

SPC SPECIAL COLORED CONCRETE WITH ADDITIONAL FLOOR FINISH

BASE FINISHESCB CONCRETE BASE (COOLER) SEE 7/A131 & 8/A131RB RUBBER BASET 6" TILE BASE

WALL FINISHESCP COOLER PANELWT WALL TILEFRP FIBERGLASS REINFORCED PANELP PAINT

MISC. FINISHESXX XXXX

ADDITIONAL NOTES1. EXISTING COOLER/FREEZER2. 5/8" DENSGLASS TO BE USED AT ALL TILE AND FRP LOCATIONS UP TO 48" A.F.F.ABOVE 48" USE 5/8" WATER RESISTANT G.W.B.3. FRP WAINSCOT TO 48" A.F.F.

BILLINGS, MT(406)248-7455

Fax (406)248-3779

DRAWN BY

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WALL FINISHESCP COOLER PANELWT WALL TILEFRP FIBERGLASS REINFORCED PANELP PAINT

MISC. FINISHESXX XXXX

ADDITIONAL NOTES1. EXISTING COOLER/FREEZER2. 5/8" DENSGLASS TO BE USED AT ALL TILE AND FRP LOCATIONS UP TO 48" A.F.F.ABOVE 48" USE 5/8" WATER RESISTANT G.W.B.3. FRP WAINSCOT TO 48" A.F.F.

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Expansion15,000 Sq. ft.

Retail D25,540 Sq. ft.

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D

FIRE PROTECTION LEGEND

FLANGEDFL

GROOVEDGR

GALVANIZEDGALV

MECHANICAL JOINTMJ

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SYMBOL DESCRIPTION

UNDERGROUND FIRE SERVICE

FIRE SPRINKLER PIPING, WET SYSTEM

FIRE SPRINKLER PIPING, DRY SYSTEM

FIRE SPRINKLER DRAIN LINE

ELBOW DOWN

ELBOW UP

TAMPER SWITCH

FLOW SWITCH

FIRE DEPARTMENT CONNECTION, SIAMESE

HORN/STROBE ASSEMBLY

FIRE HYDRANT

TEE DOWN

TEE UP

SQUARE FEETSF

FIRE DEPARTMENT CONNECTIONFDC

FIRE SPRINKLER FDC LINE

FIRE PROTECTION ABBREVIATIONS

F

F-D

F

FDC

TS

FS

FIRE SPRINKLER RISER

CONNECT TO EXISTING

WATER SUPPLY INFORMATION

32/35

STATIC PRESSURE:

PITOT PRESSURE:

59

GPM FLOWING

PSI

PSI WITH 1941

JASON ELLETSONBY: 03/15/2013DATE:

NOTE: TWO HYDRANTS WERE FLOWED SIMULTANEOUSLY.

RESIDUAL PRESSURE: PSI43

3RD AVENUE SOUTHWEST ANDWEST HOLLY

TEST HYDRANT LOCATION:

2

1/FP100 NOTES#

1. 8" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS. SEESITE UTILITY PLAN.

2. 8" TRANSITION COUPLING.3. 8" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER

BUILDING FOOTING AND THROUGH FLOOR SLAB. SEE DETAIL2/FP101.

4. FIRE SERVICE ENTRANCE AND RISER. SEE DETAIL 1 &2/FP101.5. FDC AND HORN/STROBE ASSEMBLY.6. LOCATION OF FLOW HYDRANTS.7. APPLY HOSE ALLOWANCE AT THIS FIRE HYDRANT.8. 6" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS. SEE

SITE UTILITY PLAN.9. 6" TRANSITION COUPLING.10. 6" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER

BUILDING FOOTING AND THROUGH FLOOR SLAB. SEE DETAIL5/FP202.

11. FIRE SERVICE ENTRANCE AND RISER. SEE DETAILS 4,5,&6/FP202.12. CO-LOCATE KNOX BOX WITH FDC.13. LOCATION OF STATIC AND RESIDUAL HYDRANT.

2

2

12"

CO

OLE

R2

4"

FR

EE

ZE

R

SHEET METAL SLEEVE

RIGID FOAM SPRAYED INPLACE OR CELLULARFOAM

SUPPORTS, PIPING,CONDUIT, ETC

SEALANT

COOLER/FREEZER CEILING PANEL

DRY TYPE PENDENTSPRINKLER(LENGTH PER MFG'SRECOMMENDATIONS)MINIMUM 18"

EXTEND FROMSPRINKLER SYSTEM

NOTE:TYCO DRY SPRINKLERBOOT MAY BE SUBSTITUTEDIF INSTALLED PERMANUFACTURERSRECOMMENDATIONS

CEILING PLATE

FILL CLEARANCE SPACE (AS PERMANUFACTURERS RECOMMENDATIONS)

INTERMEDIATETEMPERATUREDRY SPRINKLER

NOTE: ALL FREEZERS/COOLERS ARE TO BE PROTECTED WITHINTERMEDIATE TEMPERATURE DRY PENDENT SPRINKLERS.

6

7

1

2

3

5

F

4

FF

5

8

9

10

11

12

REYNOLDS MARKETCONSTRUCTION TYPE: IIBIFC FIRE FLOW CALCULATION AREA: 48,948 SFIFC REQUIRED FIRE FLOW: 1500 GPM @ 20 PSI FOR 4 HOURSAVAILABLE FIRE FLOW: 3140 GPM @ 20 PSIFINISH FLOOR ELEVATION: 1938' (100'-0")WATER SUPPLY INFORMATION ELEVATION: 1940'

TENANT SPACE BCONSTRUCTION TYPE: IIBIFC FIRE FLOW CALCULATION AREA: 12,000 SFIFC REQUIRED FIRE FLOW: 1500 GPM @ 20 PSI FOR 2 HOURSAVAILABLE FIRE FLOW: 3140 GPM @ 20 PSIFINISH FLOOR ELEVATION: 1938' (100'-0")WATER SUPPLY INFORMATION ELEVATION: 1940'

REYNOLDS MARKET

TENANT SPACE B

12

6

13

2

2

2

2

BEAM CLAMP W/RESTRAININGSTRAP

STEELBEAM OR

STEELBAR JOIST


THREADED ROD

STEEL BARJOIST

THREADEDROD

ERICO HANGERRING OR EQUAL

THREADEDROD

STEELBEAM


THREADED ROD



ANGLE IRON, UNISTRUTOR EQUAL


THREADED ROD

STRUTCLAMP

CHANNEL/STRUT

MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET

151515

4" 6" 8"

151515151212N.A.STEEL

THRU 3/4"NOM. SIZE 1-1/2"1-1/4"1" 2-1/2"2" 3"

1. UNSUPPORTED LENGTHS BETWEEN THE END SPRINKLER ON A BRANCH AND THE LAST HANGER SHALL

NOT BE GREATER THAN 12".

2. THE LENGTH OF AN UNSUPPORTED ARM OVER MUST NOT BE GREATER THAN 12".

3. ALL HANGERS LOCATED WITHIN 12" OF THE LAST SPRINKLER ON A BRANCH LINE OR ARMOVER MUST

BE FITTED WITH A SURGE SUPPRESSOR OR EQUIVALENT.

NOTES

STEELBEAM OR

STEELBAR JOIST

3/FP100 NOTES

1. GYPSUM WALL ASSEMBLY

2. SLEEVE

3. PENETRATING PIPE

4. FORMING MATERIAL TIGHTLY PACKED

5. INTUMESCENT FIRESTOP SEALANT

6. MINIMUM 1/2" BEAD INTUEMSCENT FIRESTOP SEALANT AT POINT OF CONTACT

NOTE: PROVIDE PIPE STOPPING SYSTEMS IN SUBMITTALS

METAL PIPE THROUGH A FIRE RATED GYPSUM WALL ASSEMBLY

2

41

3

6

#

5

METAL PIPE THROUGHA CMU WALL

2

5

3

7. CMU WALL ASSEMBLY

7

1. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13, 2007 EDITION, LOCAL FIRE AND BUILDING DEPARTMENTS.2. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER

SYSTEM SHOWING ALL REQUIRED PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS.3. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED BY THE LOCAL AUTHORITY HAVING

JURISDICTION AND BUILDING DEPARTMENTS.4. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND

OPERABLE FIRE PROTECTION SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND COMPLYING WITH THESTANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, INDUSTRIAL RISK INSURERS, AND ALL STATE ANDLOCAL REGULATIONS.

5. APPROVAL OF THE COMPLETE SYSTEM SHALL BE OBTAINED FROM THE AUTHORITIES HAVING JURISDICTION, AND ACOPY OF SAME SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE FOR DELIVERY TO THE OWNER. PROVIDETHE AUTHORITY HAVING JURISDICTION PLANS AS WELL AS A COST ESTIMATE. THE CONTRACTOR IS RESPONSIBLEFOR PAYING ASSOCIATED PLAN REVIEW FEES.

6. RESTORE ALL DEVICES, FINISHES, ETC. DAMAGED OR ALTERED DURING CONSTRUCTION TO AN ACCEPTABLECONDITION AS DETERMINED BY THE OWNER, ARCHITECT AND/OR ENGINEER.

7. CONTRACTOR SHALL SCHEDULE ALL SHUTDOWNS THAT AFFECT UTILITIES AND PORTIONS OF THE BUILDING THATMUST REMAIN IN OPERATION WITH THE OWNER.

8. PROVIDE AND INSTALL SPRINKLERS OF THE PROPER TEMPERATURE RATING AND TYPE PER NFPA 13.9. PROVIDE AND INSTALL VALVES OF THE PROPER TYPE, UL LISTED, AND PRESSURE RATING PER NFPA 13.10. PROVIDE AND INSTALL SPARE SPRINKLERS, WRENCH AND CABINET PER NFPA 13.11. COORDINATE INSTALLATION OF ALL ELECTRICALLY SUPERVISED VALVES, HORN/STROBE, ETC. WITH THE ELECTRICAL

CONTRACTOR.12. PROVIDE AND INSTALL A HYDRAULIC PLACARD WITH THE HYDRAULIC DESIGN DATA FOR EACH ZONE RISER OR

SYSTEM CALCULATED.13. PROVIDE AND INSTALL A SIGN WITH RAISED LETTERS FOR THE FDC PER NFPA 13.14. PROVIDE AND INSTALL AUX. DRAINS AND VALVES AS REQUIRED FOR PROPER DRAINING OF THE SYSTEM.15. COORDINATE SPRINKLER PIPING AND HEAD LOCATIONS WITH DUCTWORK, PIPING, LIGHTING FIXTURES, DIFFUSERS,

ETC. AS REQUIRED.16. ISOLATE, DRAIN AND REFILL EXISTING PIPING SYSTEM AS REQUIRED TO ACCOMMODATE INSTALLATION OF NEW

WORK.17. HANGER INSTALLATION AND SPACING SHALL BE IN ACCORDANCE WITH NFPA 13.18. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORING AND DRILLING AS REQUIRED.19. THE CONTRACTOR SHALL SUBMIT SIZE AND LOCATION OF ALL BEAM PENETRATIONS TO THE STRUCTURAL ENGINEER

FOR REVIEW AND DETAIL.20. WHERE PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, SLEEVES SHALL BE COMPLETELY SEALED WITH A

FIRE STOP MATERIAL THAT IS UL LISTED AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT.THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER TOMAINTAIN THE FIRE RATING OF THE PENETRATED WALL OR FLOOR.

21. SLEEVES THROUGH WALL AND FLOOR SHALL BE SCH. 10 GALVANIZED AND PACKED WITH NONCOMBUSTIBLE,SMOKEPROOF, AND WATERPROOF FIRE SEALANT.

22. DESIGN AND INSTALL FIRE PUMP TO NFPA 20.23. ALL SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE.24. COORDINATE SPRINKLER HEAD LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND

OTHER CEILING ITEMS AND MAKE MODIFICATIONS TO SUIT.25. SPRINKLERS INSTALLED IN CEILINGS OF FINISHED AREAS SHALL BE SYMMETRICAL IN RELATION TO CEILING SYSTEM

COMPONENTS AND CENTERED IN THE CEILING TILE.26. THIS LOCATION IS A SEISMIC DESIGN CATEGORY "A". NO SEISMIC BRACING REQUIRED.27. ALL PIPING 2" AND SMALLER SHALL BE SCHEDULE 40 PIPE. PIPING 2 1/2" AND LARGER SHALL BE SCHEDULE 10 PIPE

WITH GROOVED FITTINGS.28. ALL DRY SYSTEM PIPING ABOVE GROUND SHALL BE GALVANIZED THREADED FITTINGS AND SCHEDULE 40 PIPE FOR

SIZES 2" AND SMALLER. SIZES 2 1/2" AND LARGER SHALL BE SCHEDULE 10 GALVANIZED PIPE AND HOT DIPPEDGALVANIZED OR PAINTED DUCTILE IRON FITTINGS. GROOVED PIPE COUPLINGS SHALL BE GALVANIZED OR PAINTED.

GENERAL NOTES

FIRE PUMP CURVE FOR AURORA 6-481-11, 1000 GPM, 40 TO 50 PSI, 912 SERIES PUMP.HYDRAULIC CALCULATIONS REQUIRED:

HYDRAULICALLY CALCULATE THE MOST DEMANDING LIGHT HAZARD ; 1500 SF AT .10 GPM/SFAND 100 GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING ORDINARY GROUP 1 ; 1500 SF AT .15 GPM/SFAND 250 GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING ORDINARY GROUP 2 ; 1500 SF AT .20 GPM/SFAND 250 GPM OUTSIDE HOSE ALLOWANCE.

NOTES:

1. CALCULATED DEMAND INCLUDING HOSE STREAM REQUIREMENTS SHALL FALL NO LESS THAN 10

PSI BELOW THE AVAILABLE WATER SUPPLY CURVE.

2. NO REDUCTIONS FOR QUICK RESPONSE SPRINKLERS WILL BE ALLOWED.

3. PERFORM ADDITIONAL SUPPLY CALCULATIONS FOR EACH STORAGE DESIGN AREA TOCONFIRM THAT CITY WATER PRESSURE IS MAINTAINED ABOVE 20 PSI AT SOURCE.

4. SPRINKLER CONTRACTOR TO COORDINATE WITH OTHER TRADES TO PREVENT CONFLICT WITH

OTHER BUILDING SYSTEMS. ANY INSTALLATION WITHOUT PRIOR COORDINATION IS SUBJECT TO

REMOVAL AND REINSTALLATION AT THE INSTALLING CONTRACTOR'S EXPENSE.

5. NO EXTENDED COVERAGE SPRINKLERS WILL BE ALLOWED UNLESS NOTED OTHERWISE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING RACK STORAGE AREA 1 ; 2000 SF AT .37 GPM/SFAND 500 GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING FREEZER/COOLER AREA 1 ; 2000 SF AT .30 GPM/SFAND 500 GPM OUTSIDE HOSE ALLOWANCE.

ALL SPRINKLERS SHALL BE CENTERED WITH 1" +/- OF CENTER POINTS OFCEILING TILES. (QUARTER POINTS ARE ACCEPTABLE AS SHOWN ON PLANS)

1'-0" 1'-0" 1'-0" 1"-0"

1"-

0"

1'-0"

1"-

0"

1'-0"

1'-0" 1"-0"

R

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2013

CTA, INC.ALL RIGHTS RESERVED

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FP100

FIREPROTECTION

SITE PLAN,LEGEND, AND

DETAILS

100%

CO

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REYNOLDS

03/01/13

NOT TO SCALEFP100

4 WALK IN BOX FREEZER/COOLER FIRE SPRINKLER ASSEMBLY

1" = 100'-0"FP100

1 FIRE PROTECTION SITE PLAN 0'

1" = 100'-0"

25' 100' 200'

NOT TO SCALEFP100

2 FIRE SPRINKLER PIPE HANGER DETAILS

NOT TO SCALEFP100

3 FIRE STOPPING PIPE PENETRATION DETAILS

NOT TO SCALEFP100

5 FIRE PROTECTION PUMP CURVE

N

12111 P.E.

KOPPDANIEL J.

OIS

S

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ANAMONT

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~

/ / / / / / / / / //

//

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//

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~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~

~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

~~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

~~~~~~~~~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

NOT TO SCALEFP100

6 SPRINKLER HEAD IN CENTER PLACEMENT

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013

AD

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#2

A

6 7

A

6 7

2

FP101

3

FP101

OH2

4

FP101

125

RISER

1

2

3

6

7

8

TS

TS

9

TS

8

8

FP-1

18

20 13

21

8

6

22

17

24

11

12

TS

15

TS

18

TS

19

TS

19

TS

19

4" TO FDC

6" TO WETSYSTEM

2

TEST HEADERLINE

BYPASS LINE

TS

FP-1

18

24

13

TS

26 26

123

6

3

5

4

TS

TS TS

7

24

24

17

24

19 19

24

20

2124 24 23

14

125

RISER

2614

TS

19

24

2

15

TS

19

BYPASS LINE

TEST HEADERLINE

PLANCODE

MODEL NO REMARKSMFGR GPM RPM POWER

5

FIRE PUMP SCHEDULE

FP-1

JP-1

AURORA

RATED PRES.PSI

460/3Ø1750

AURORA -

HP ULRATED

FIRE PUMP DESIGN AND BUILDING NOTES:

1

HP(BHP)

PVMX2 69

6-481-11 1,000 40 30

-

34

PROVIDE WITH METRON FULL SERVICE FIRE PUMP CONTROLLER WITH SOFT START.

PROVIDE WITH METRON JOCKEY PUMP CONTROLLER.

COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.

1

2

3

1 3

2460/3Ø 3

14 2626

18

TS

24

22

TS

19

19

TS

2

BYPASS LINE

TEST HEADERLINE

15

24

1112

9

TS

26

CROSSMAIN (TYPICAL)

BRANCHLINE(TYPICAL)

6" RISER

26

TS

1919

TS

26

4" TO FDC

2

FUTURE BUILDING EXPANSION IS POSSIBLE.SAVE SPACE FOR FUTURE RISER IF NEEDED.

19

24

TEST HEADERLINE

BYPASS LINE

UNION (TYPICAL)

1-1/4" PIPINGANDSCREWEDFITTINGS

1/2" COPPER TUBING

1/2 " BRONZE CHECKW/ 3/32" ORIFICE(TYPICAL)

JP-1

TSTS

JOCKEY PUMPCONTROLLER

1, 2, 3 & 4/FP101 DETAIL NOTES#

1. 8" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS.2. 8" TRANSITION COUPLING.3. 8" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER

BUILDING FOOTING AND THROUGH FLOOR SLAB BY FIRE SPRINKLERCONTRACTOR.

4. CONCRETE THRUST BLOCK WITH MEGA-LUG RESTRAINT.5. 12" SCH. 40 STEEL SLEEVE THRU CONCRETE. SEAL ANNULAR

SPACE WITH WATERTIGHT MASTIC.6. 8" FL ELBOW.7. 8" DOUBLE CHECK VALVE ASSEMBLY WITH OS&Y VALVES AND

TAMPER SWITCHES.8. 8" FL PIPE.9. 6" COMMERCIAL RISER MANIFOLD WITH PRESSURE RELIEF.10. CENTRAL SPARE HEAD CABINET WITH WRENCH.11. JOCK PUMP CONTROLLER.12. FIRE PUMP CONTROLLER.13. FIRE PUMP, FP-1.14. JOCKEY PUMP SUPPLY AND DISCHARGE LINES TO JP-1. SEE

JOCKEY PUMP DETAIL, 5/FP101.15. PUMP TEST HEADER ( 4) 2 1/2" OUTLETS WITH VALVES.16. 6" GR GALV PIPING.17. FLOW METER, 6" MINIMUM.18. 8" FL OS&Y VALVE WITH TAMPER SWITCH.19. 8" GR BUTTERFLY VALVE WITH TAMPER SWITCH.20. ECCENTRIC INCREASER.21. CONCENTRIC INCREASER.22. 8" FL CHECK VALVE.23. PRESSURE GUAGE.24. 8" GR PIPE.25. 6" GR PIPE.26. 2" PIPE STAND.27. 6" GR FEED MAIN.28. 4" GR PIPE.29. 4" GR CHECK VALVE. MAINTAIN A MINIMUM OF 4'-0" PIPING IN

CONDITIONED SPACE UPSTREAM.30. 4" GR GALV PIPE.31. 4" x 1" GR DRAIN ELBOW WITH BALL DRIP. ROUTE GALV DRAIN

PIPING TO BUILDING EXTERIOR.32. 4" x 2 1/2" x 2 1/2" ROUGH BRASS FDC WITH "AUTO SPKR" WALL

PLATE, BRASS PLUGS WITH CHAINS. FDC IS TO BE LOCATED NOTLESS THAN 18" AND NOT MORE THAN 48" ABOVE GRADE.

33. HORN/STROBE ASSEMBLY. COORDINATE INSTALLATION WITHELECTRICAL CONTRACTOR

2

LH

28

29

30

31

32

33

28

TO FIRE RISERROOM

102

CART STORAGE

CHECK VALVE INSTALLEDIN HEATED SPACE,CART STORAGE 101

DRY PIPE TO EXTERIOREXITS THROUGH COLD SPACE,EXTERIOR STORAGE 147

2

R

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2013


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FIREPROTECTION

PUMP ANDRISER DETAILS

100%

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03/01/13

3/8" = 1'-0"FP101

1 ENLARGED FIRE RISER ROOM PLAN 3/8" = 1'-0"FP101

2 FIRE RISER ROOM SECTION 1PLAN

NORTHTRUE

NORTH

0'

SCALE: 3/8" = 1'-0"

1'-4"' 2'-8" 5'-4"' 0'

SCALE: 3/8" = 1'-0"

1'-4"' 2'-8" 5'-4"'

3/8" = 1'-0"FP101

3 FIRE RISER ROOM SECTION 2

0'

SCALE: 3/8" = 1'-0"

1'-4"' 2'-8" 5'-4"'

3/8" = 1'-0"FP101

4 FIRE RISER ROOM SECTION 3NOT TO SCALEFP101

5 JOCKEY PUMP DETAIL 3/8" = 1'-0"FP101

6 FDC DETAIL - REYNOLDS0'

SCALE: 3/8" = 1'-0"

1'-4"' 2'-8" 5'-4"'

N

12111 P.E.

KOPPDANIEL J.

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~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~

~~~

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E

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B

A

1 2 9 10 11

C

3 5 6 7 84

IH

G

F

E

D

B

A

1 2 3 5 6 7 8 9 10 11

C

4

I

EMPLOYEEBREAKROOM

131

CONFERENCEROOM

130

GROCERYFREEZER

127

DAIRY DELICOOLER

128

DOCK

124

MEATFREEZER

122OFFICE

123

MEATCOOLER

121

MEAT CUT &WRAP ROOM

119

PRODUCECOOLER

117

PRODUCEWORK AREA

116

BAKERYPRODUCTION

114

BAKERYDISPLAY

AREA

115

BAKERYFREEZER

112

BAKERYCOOLER

113

SERVICEDELI COOLER

110

PRODUCE

109

DELI

107

NEW DELIFREEZER

108

INTERIORSEATING

106CHECKOUT

135

EXIT/ENTRY

101CART

STORAGE

102

EXTERIORSEATING

146

GUESTSERVICE

144

CASH COUNT

145

BOOKEEPINGOFFICE

143

SCANNINGOFFICE

142

MANAGEROFFICE

141

DEPT.MANAGERS

140DATA

139

JANITOR

138

MEN'S

137

WOMEN'S

136

NEW BEERCAVE

133

GENERALSALES

134

FROZEN

132

DAIRY

129

FLORAL

103

FLORALCOOLER

104

MEAT

118

DOCK

124

RISER

125

OH2

OH2

OH2

OH2

OH2LH

OH2

OH2

OH2

OH2

LH LH

LH LHLH LH

LH

LH LH

LH

LH

LHOH2

OH2

OH2

OH2

LH

OH2OH

2

OH2

OH1

126

TOILET

MEAT DEPT.OFFICE

120

LH

OH2

2

FP201

OH2

S-1

F/C

F/C

F/C

10

10 F/C 10

6

9

8

F/C 10

9

F/C 10

F/C 10

F/C 10

F/C 10

56

FP101

2

FP101

10 10

10

10

1010

10

DOCK

1247

10

8

8

8

8

8

4"

F

4" F

4"

F

4" F

4"

F

1 1/2" F

1 1/2" F

1 1/2" F

1 1/2" F

1 1/2" F

1 1/2" F

4"

F

4" F

1 1/4" F

1 1/4" F

1 1/4" F

9

1

G

F

S-1 S-1

7

2

3

4

12

12 12 12

4"

F

99

6

9

11

13

14

2

2

2

2

3

FP201

OH2

6

7

2

2

EXTERIORSTORAGE

147

15 15 15

15

15

15

SYMBOL HAZARD DES. DENSITY-GPM/SF

LIGHT 0.10

ORDINARYGROUP 1

0.15

NOTE:

0.20ORDINARYGROUP 2

0.00NO AUTOMATICSPRINKLERS

HAZARD SYMBOLS AT ROOM NAMES INDICATE NEWSPRINKLER AND PIPE AS REQUIRED FOR THESE AREAS.

HAZARD CLASSIFICATION SCHEDULE

LH

OH1

OH2

NAS

0.30FREEZER/COOLER

0.37RACK STORAGES-1

F/C

Commodity: Rack storage of class IV commodity & Randomlydisperse 10 pallet loads of higher commodity.

Storage Height on racks: 17-0” max

NFPA 13 Figure 16.2.1.3.2(d), curve E & apply figure 16.2.1.3.4.1:0.37 gpm over 2000 sf, 500 gpm outside hose allowance.

Use K8 or greater & 100 sf/sprinkler max.

Commodity: Group A Plastics

Ceiling Height: 10’-0”

Storage Height on Racks, Shelves, and Piles : 8’-0”

Maximum ceiling height allowed: 15’-0” with limits (5’-0” above top of storagemaximum).

Reinforced & Unreinforced plastic pallets.

NFPA 13 Figure17.2.1.2(a), 0.3 gpm over 2000 sf, 500 gpm outside hoseallowance.

NFPA 13 Section 15.2.6 allows rack storage protection schemes to protectpalletized, solid piled, bin-box, and shelf storage.

Use K8 or greater & 100 sf/sprinkler maximum. Coordinate installation withelectrical contractor.

OH2 (GENERAL SALES): MISCELLANEOUS STORAGE OF CLASS IVCOMMODITIES ON SHELVES LESS THAN OR EQUAL TO 10'-0". SEENFPA 13 14.2.3 AND TABLE 13.2.1.

2

1/FP200 NOTES#

1. 8" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS. SEE SITEUTILITY PLAN.

2. 8" TRANSITION COUPLING.3. 8" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER

BUILDING FOOTING AND THROUGH FLOOR SLAB. SEE DETAIL 2/FP101.4. FIRE SERVICE ENTRANCE AND RISER. SEE DETAIL 1 &2/FP101.5. FDC AND HORN/STROBE ASSEMBLY. SEE DETAIL 7/FP1016. PROTECTION WITH EXTENDED COVERAGE DRY SIDEWALL

SPRINKLERS.7. TYPICAL CROSS MAIN AND BRANCH LINE LAYOUT.8. REQUIRED DESIGN AREAS.9. EXTEND S-1 HAZARD CLASS 15'-0" FROM STORAGE.10. AREA ABOVE LOW CEILING IS LIGHT HAZARD.11. IT IS THE RESPONSIBILITY OF THE OWNER TO ENSURE THAT THE

TEMPERATURE REMAINS ABOVE 40° F IN THE EXIT/ENTRY VESTIBULE.12. HIGH TEMPERATURE SPRINKLER HEADS ARE TO BE USED IN S-1 AREAS

AND ADJACENT PORTIONS OF THE BUILDING WHICH ARE OPEN TO S-1AREAS.

13. ROUTE FDC TO RISER ROOM.14. PROVIDE INDICATING VALVE WITH TAMPER SWITCH TO ISOLATE

SPRINKLER PIPING SERVING INFORMATION TECHNOLOGY EQUIPMENTAREAS PER NFPA 13, 21.15.

15. PROTECT UNDER SOFFITS HOUSING DISPLAY COOLERS AND RACKS.

2

2

4"-

6"

SPRINKLERCROSS MAIN

SPRINKLERBRANCHLINE

OVERHEADGARAGEDOOR

UPRIGHT SPRINKLERABOVE GARAGE DOOR

SIDEWALL SPRINKLERBELOW GARAGE DOOR

GARAGE DOORTRACK SUPPORT

GARAGEDOOR TRACK

SPRINKLER DRAIN

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CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2013


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3/32" = 1'-0"FP200

1 FIRE PROTECTION FIRST FLOOR PLAN 0'

3/32" = 1'-0"

5'-4" 10'-8" 21'-4"

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MEZZANINE

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MEZZANINE114' - 0"

A

T.O. MASONRY124' - 0"

H G F E D B ACI

OH2

OH2

LH

OH2

124

DOCK

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MEZZANINE

134

GENERAL SALES

135

CHECKOUT

OH2

118

MEAT

OH2

121

MEAT COOLER

F/C S-1

BOOKEEPINGOFFICE

143

G F

SYMBOL HAZARD DES. DENSITY-GPM/SF

LIGHT 0.10

ORDINARYGROUP 1

0.15

NOTE:

0.20ORDINARYGROUP 2

0.00NO AUTOMATICSPRINKLERS

HAZARD SYMBOLS AT ROOM NAMES INDICATE NEWSPRINKLER AND PIPE AS REQUIRED FOR THESE AREAS.

HAZARD CLASSIFICATION SCHEDULE

LH

OH1

OH2

NAS

0.30FREEZER/COOLER

0.37RACK STORAGES-1

F/C

Commodity: Rack storage of class IV commodity & Randomlydisperse 10 pallet loads of higher commodity.

Storage Height on racks: 17-0” max

NFPA 13 Figure 16.2.1.3.2(d), curve E & apply figure 16.2.1.3.4.1:0.37 gpm over 2000 sf, 500 gpm outside hose allowance.

Use K8 or greater & 100 sf/sprinkler max.

Commodity: Group A Plastics

Ceiling Height: 10’-0”

Storage Height on Racks, Shelves, and Piles : 8’-0”

Maximum ceiling height allowed: 15’-0” with limits (5’-0” above top of storagemaximum).

Reinforced & Unreinforced plastic pallets.

NFPA 13 Figure17.2.1.2(a), 0.3 gpm over 2000 sf, 500 gpm outside hoseallowance.

NFPA 13 Section 15.2.6 allows rack storage protection schemes to protectpalletized, solid piled, bin-box, and shelf storage.

Use K8 or greater & 100 sf/sprinkler maximum. Coordinate installation withelectrical contractor.

OH2 (GENERAL SALES): MISCELLANEOUS STORAGE OF CLASS IVCOMMODITIES ON SHELVES LESS THAN OR EQUAL TO 10'-0". SEENFPA 13 14.2.3 AND TABLE 13.2.1.

2

FIRST FLOOR100' - 0"

MEZZANINE114' - 0"

HG I

101

EXIT/ENTRY

135

CHECKOUT

NAS

LHLH

LH

1

2

1

2

3/FP201 NOTES#

1. IT IS THE RESPONSIBILITY OF THE OWNER TO ENSURE THAT THETEMPERATURE REMAINS ABOVE 40° F IN THE EXIT/ENTRY VESTIBULE.

2. LIMITED-ACCESS LIMITED- OR NON-COMBUSTIBLE CONCEALEDSPACE. SPRINKLERS NOT REQUIRED PER NFPA 13 8.15.1.2.2.

2

R

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2013


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1/8" = 1'-0"FP201

1 FIRE PROTECTION PLAN - MEZZANINE

3/32" = 1'-0"FP201

2 FIRE PROTECTION SECTION

0'

1/8" = 1'-0"

4' 8' 16'

0'

3/32" = 1'-0"

5'-4" 10'-8" 21'-4"

N

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KOPPDANIEL J.

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3/32" = 1'-0"FP201

3 EXIT/ENTRY 101 SECTION 0'

3/32" = 1'-0"

5'-4" 10'-8" 21'-4"

REYNOLDS MARKET REYNOLDS FOX RUN SIDNEY, MONTANA … · 3. Truck Dock Ramp for Retail D shall not...

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