1240LU23Q0013 Attachment 2 Plans Pattee Picnic Area Pavilion.pdf

PDF 2 MB Posted May 4, 2023

Attached to: Pattee Picnic Are Pavilion Replacement Federal contract opportunity
Solicitation number: 1240LU22Q0013
Issued by: Department of Agriculture Forest Service R1-Northern Region

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Other files for this federal contract opportunity

Other files attached to Pattee Picnic Are Pavilion Replacement, newest first.
File	Type	Posted
1240LU23Q0013 Commercial RFQ Pattee Picnic Area Pavilion Final Signed.pdf	PDF	May 4, 2023
1240LU23Q0013 Attachment 5 SOW Pattee Picnic Area Pavilion.docx	DOCX document	May 4, 2023
1240LU23Q0013 Attachment 4 DB Wage Determination MT20230067 Missoula Cty MT.pdf	PDF	May 4, 2023
1240LU23Q0013 Attachment 3 FS Supplemental Specs_Pattee Picnic Area Pavilion.pdf	PDF	May 4, 2023
1240LU23Q0013 Attachment 1 Schedule of Items Pattee Picnic Area Pavilion.xlsx	XLSX spreadsheet	May 4, 2023

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NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX 5/17/2022

1-21303

SHEET 1 - COVER SHEET

SHEET 2 - SITE PLAN & GENERAL NOTES

SHEET 3 - FOUNDATION PLAN

SHEET 4 - SHELTER ROOF PLAN

SHEET 5 - SECTION & ELEVATION

SHEET 6 - FOUNDATION & SLAB DETAILS

SHEET 7 - TRUSS & CONNECTION DETAILS

PATTEE PICNIC AREA PAVILION

CONSTRUCTION PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

REGION ONE REGION ONE

PROJECT LOCATION

LOLO NATIONAL FOREST

MISSOULA RANGER DISTRICT

MISSOULA COUNTY, MONTANA

VICINITY MAP

FOREST ENGINEER

LOLO NATIONAL FOREST

DISTRICT RANGER

LOLO NATIONAL FOREST

DATE

PROJECT TEAM LEADER

LOLO NATIONAL FOREST

DATE

RECOMMENDED:

REVIEWED:

APPROVED:

PLANS PREPARED BY:

JIM GOLD

KEVIN O'CONNOR, P.E.

QA/QC BY:

KARL YAKAWICH, P.E.

SECTION 1, TOWNSHIP 12 NORTH, AND RANGE 19 WEST

PROJECT LOCATION

PATTEE CANYON ROAD

TO MISSOULA

TO BONNER

PATTEE CANYON

PICNIC AREA

PREPARED BY:

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

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HELENA

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HARDIN

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GREAT FALLS

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HARDIN

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MISSOULA

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BILLINGS

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KALISPELL

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LIBBY

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EUREKA

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BOZEMAN

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LINCOLN

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KEVIN D. O,CONNOR 62686PE

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N O R T H

PATTEE PICNIC AREA PAVILION

SITE PLAN & GENERAL NOTES

LOLO NATIONAL FOREST

1-21303 4/29/2022 SHEET NO.

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ESTIMATED QUANTITIES

ITEM NO. DESCRIPTION METHOD OF

MEASUREMENT UNIT QUANTITY

GENERAL NOTES:

SPECIFICATIONS:

TIMBER AND LUMBER:

FASTENERS:

HARDWARE AND STRUCTURAL STEEL:

BRACING:

FABRICATION:

CONCRETE:

CONCRETE FINISH:

REINFORCING STEEL:

ROOFING MATERIALS:

ROOF SHEATHING:

CLEARING AND GRUBBING:

SUBGRADE:

DESIGN NOTES:

DESIGN CODE:

DESIGN LOADS:

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

KDO

ACCESS

ROAD

EXISTING

PARKING LOT

NEW PAVILION

STRUCTURE *

PATTEE CANYON

PICNIC AREA

SITE AERIAL VIEW

SECTION A-A

EXISTING

GATE TO BE

REMOVED.

GRAVEL WALKING

PATH. SEE SECTION

A-A. CONTRACTOR TO

VERIFY LENGTH IN

FIELD.

REGION ONE

PREPARED BY:

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

EXISTING ASPHALT TO

BE REMOVED AT GATE.

VERIFY EXTENTS IN THE

FIELD.

NEW BOULDERS AT

ENTRANCE

SEISMIC:

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MOBILIZATION

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LSQ

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LUMP SUM

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PAVILION SHELTER

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LSQ

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LUMP SUM

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CONCRETE SLABS & FOUNDATION SYSTEM

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LSQ

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LUMP SUM

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CRUSHED AGGREGATE (TRAIL AND UNDER SLAB)

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CUBIC YARD

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REMOVAL OF PICNIC TABLES (4) AND BENCHES (4)

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LSQ

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LUMP SUM

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REMOVAL OF GRILLS (4) AND CONCRETE PEDESTALS (4)

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LSQ

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LUMP SUM

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GATE/ PAVEMENT REMOVAL AND DISPOSAL AT ENTRANCE

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LSQ

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AutoCAD SHX Text MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE PROJECT MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE PROJECT STANDARD SPECIFICATIONS WHICH ARE BASED ON THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI) MASTERFORMAT. SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO AWPA U1. USE CATEGORY UC3B STANDARD SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO AWPA U1. USE CATEGORY UC3B STANDARD REQUIREMENTS FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW AND AITC 108. PRESERVATIVE TREATMENT SHALL BE WITH A WATERBORNE SOLUTION FOR ABOVE GROUND USE AND APPROPRIATE FOR NORMAL CONTACT. POSTS - PRESSURE TREATED DOUGLAS FIR-LARCH GRADE NO. 1 - PRESSURE TREATED DOUGLAS FIR-LARCH GRADE NO. 1 PRESSURE TREATED DOUGLAS FIR-LARCH GRADE NO. 1 TRUSS AND BRACE MEMBERS - DOUGLAS FIR-LARCH GRADE NO. 1 - DOUGLAS FIR-LARCH GRADE NO. 1 DOUGLAS FIR-LARCH GRADE NO. 1 ROOF PURLINS - DOUGLAS FIR-LARCH GRADE NO. 2 - DOUGLAS FIR-LARCH GRADE NO. 2 DOUGLAS FIR-LARCH GRADE NO. 2 OTHER DIMENSIONAL LUMBER - HEM-FIR NO. 2 - HEM-FIR NO. 2 HEM-FIR NO. 2 ALL NAILED CONNECTIONS WERE DESIGNED BASED ON THE CAPACITY OF COMMON NAILS OF THE SIZES ALL NAILED CONNECTIONS WERE DESIGNED BASED ON THE CAPACITY OF COMMON NAILS OF THE SIZES INDICATED. FOR BOX OR "SINKER" NAILS, THE CONTRACTOR SHALL EITHER DECREASE THE INDICATED NAIL SPACING BY 33% (I.E., FOR 6" SPACING WITH COMMONS, USE 4" SPACING WITH BOX NAILS ; FOR 8" SPACING WITH COMMONS, USE 5" SPACING WITH BOX NAILS, ETC.) OR INCREASE THE BOX NAIL SIZE TO BE EQUIVALENT TO THE COMMON NAIL DIAMETER SPECIFIED. ALL NAILING SHALL COMPLY WITH 2021 IBC REQUIREMENTS TABLE 2304.10. ALL BOLTS, SCREWS, NUTS, DOWELS, WASHERS, NAILS, DRIFT PINS AND ALL OTHER FASTENING HARDWARE SHALL BE COATED IN ACCORDANCE WITH ASTM A153. REFER TO SPECIFICATIONS SECTION 099000 AND 055000. STEEL HARDWARE REFER TO SPECIFICATIONS SECTION 099000 AND 055000. STEEL HARDWARE SHALL MEET THE REQUIREMENTS OF ASTM A36, WITH NUTS AND BOLTS AND NUTS CONFORMING TO ASTM A325, TYPE 3. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING AND SHORING OF THE STRUCTURE FOR WIND, CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING AND SHORING OF THE STRUCTURE FOR WIND, SEISMIC, SNOW, SOIL, AND SIMILAR LOADS UNTIL THE STRUCTURE IS COMPLETE ACCORDING TO THE PLANS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL STEEL COMPONENTS. SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL STEEL COMPONENTS. F'C = 4,000 PSI AT 28 DAYS. F'C = 4,000 PSI AT 28 DAYS. MAXIMUM AGGREGATE SIZE: " 34" AIR CONTENT: 4-6% MAXIMUM WATER/CEMENT RATIO: 0.45 REFER TO SPECIFICATION SECTION 033000 CAST-IN-PLACE CONCRETE. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CONFORM TO THE REQUIREMENTS OF ACI 301. IMMEDIATELY AFTER CONCRETE HAS RECEIVED A FLOATED FINISH; GIVE THE CONCRETE A COURSE IMMEDIATELY AFTER CONCRETE HAS RECEIVED A FLOATED FINISH; GIVE THE CONCRETE A COURSE TRANSVERSE SCORED TEXTURE BY DRAWING A STIFF BROOM ACROSS THE SURFACE. DEGREE OF TEXTURE SHALL BE AS APPROVED BY THE CO. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO ASTM A615, GRADE 60. CONCRETE CLEAR COVER SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE PLANS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315. ROOFING SHALL BE METAL, 24 GAGE MINIMUM, STRUCTURAL STANDING SEAM SNAP LOCK ROOFING SHALL BE METAL, 24 GAGE MINIMUM, STRUCTURAL STANDING SEAM SNAP LOCK SYSTEM ROOFING WITH MATCHING RIDGE, EVE, AND GABLE FLASHING AND FASTENERS. PANELS SHALL BE SMOOTH FINISH WITH 1 " RIB HEIGHT AND 16" WIDE COVERAGE, OR AS APPROVED BY THE C.O. PROVIDE ROOFING IN PRECUT LENGTHS 12" RIB HEIGHT AND 16" WIDE COVERAGE, OR AS APPROVED BY THE C.O. PROVIDE ROOFING IN PRECUT LENGTHS READY FOR INSTALLATION. COLOR TO BE FOREST SERVICE BROWN OR GREEN. SUBMIT COLOR SAMPLES TO CO FOR APPROVAL. FASTENERS SHALL BE AS RECOMMENDED BY THE ROOFING MANUFACTURER. ROOFING FELT SHALL BE 30 LB ROOFING FELT, F.S. HH-R-595, TYPE 30A, STYLE A, (30-LBS/SQ.) OR ASTM D226, TYPE II. 30” WIDE FOR STARTER WIDE FOR STARTER STRIP, 18” WIDE FOR INTERLAYMENT. WIDE FOR INTERLAYMENT. PLACE THE INDICATED ROOF SHEATHING WITH THE LONG AXIS OF THE PANELS PERPENDICULAR TO PLACE THE INDICATED ROOF SHEATHING WITH THE LONG AXIS OF THE PANELS PERPENDICULAR TO THE DIRECTION OF THE SUPPORT FRAMING AND STAGGER 48". NAIL SHEATHING W/ MIN. 10d NAILS @ 6" O.C. ALONG SHEET EDGES AND 12" O.C. ALONG INTERMEDIATE JOINTS. DRIVE NAILS FLUSH WITH, BUT NOT PENETRATING THE FACE OF THE WOOD SURFACE. CLEARING AND GRUBBING SHALL BE INCIDENTAL TO THE PROJECT AND WILL NOT BE PAID FOR AS A SEPARATE BID ITEM. CONTRACTOR SHALL DISPOSE OF CLEARING AND GRUBBING MATERIAL PER FSSS 203. IF SUBGRADE MATERIALS DO NOT CONSIST OF SANDY-GRAVELS CONTACT THE C.O. FOR FURTHER IF SUBGRADE MATERIALS DO NOT CONSIST OF SANDY-GRAVELS CONTACT THE C.O. FOR FURTHER RECOMMENDATIONS. ALL SLAB AND FOUNDATION CONCRETE SHALL BE PLACED ON A 6" LAYER OF " MINUS CRUSHED 34" MINUS CRUSHED AGGREGATE COMPACTED TO 95% ASTM D-698. UNSUITABLE MATERIAL SHALL BE EXCAVATED. DISPOSAL WILL BE OFF-SITE, EXCEPT AS OTHERWISE DIRECTED BY THE CO. DO NOT PLACE ANY CONCRETE UNTIL SUBGRADE HAS BEEN APPROVED BY THE C.O. GRADE AREAS ADJACENT TO CONCRETE SLABS TO DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING.

AutoCAD SHX Text 2021 ICC INTERNATIONAL BUILDING CODE (IBC) 2021 ICC INTERNATIONAL BUILDING CODE (IBC) SNOW LOAD: GROUND SNOW LOAD OF 60 PSF. WIND LOAD: 100 MPH, 3 SECOND GUST. ALLOWABLE BEARING PRESSURE: 1500 PSF (ASSUMED MIN.)

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INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

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NOT TO SCALE

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COMPACT SUBGRADE TO 95% OF MAX. DRY DENSITY.

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SALVAGED TOPSOIL (4" MIN.) & SEEDING

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EXISTING GROUND

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

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* APPROXIMATE LOCATION OF PAVILION. ACTUAL LOCATION ORIENTATION TO BE DETERMINED BY C.O.

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SLOPE AWAY FROM PATH

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SLOPE AWAY FROM PATH

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MAX. 3% CROSS SLOPE, 2% PREFERRED

AutoCAD SHX Text NOTE: 1. MAX IF RUNNING SLOPE EXCEEDS 5%: a. 5%-8.33%: LANDING EVERY 50'-0" b. 8.33%-10%: LANDING EVERY 30'.0" c. TRAIL NOT TO EXCEED 10% RUNNING SLOPE

a) SEISMIC: Ss=.420, S1=.139 SEISMIC: Ss=.420, S1=.139 b) SITE CLASS: D (ASSUMED), RISK CATEGORY: I, IMPORTANCE FACTOR: 1.0 c) SEISMIC FORCE RESISTING SYSTEM: CANTILEVERED TIMBER FRAMES, RESPONSE COEFFICIENT (R) = 1.5 d) DESIGN Cs = 0.273. DESIGN BASE SHEAR (V) = 7.48k

PAVILION FLOOR PLAN

PATTEE PICNIC AREA PAVILION

FOUNDATION PLAN

LOLO NATIONAL FOREST

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PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

NORTH

REGION ONE

PREPARED BY:

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

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5" CONC. SLAB. REINFORCE PER DETAIL 2/6

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GRADE PERIMETER SLAB SECTIONS TO DRAIN @ 2% TOWARD OUTSIDE.

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SLAB CONTROL JT SEE DETAIL 2/6

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14" THICKENED EDGE. REINFORCE W/2~#5 BARS (TYP.) SEE 3/6 SIM

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CRUSHED GRAVEL SURFACE @ ENTRANCE (5'-0" FROM SLAB, TYP. 3 PLACES)

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SHELTER ROOF PLAN

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HELENA, MT 59601

(406)449-8627

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METAL ROOFING OVER " APA RATED 58" APA RATED SHEATHING. FASTEN PER NOTES SHEET 2

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POST FOUNDATION DETAIL

STEEL SADDLE DETAIL

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THICKENED EDGE SLAB

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PREPARED BY:

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

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5" CONCRETE SLAB REINFORCED WITH #4 @ 16" O.C. EA. WAY

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

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CONCRETE SLAB

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34" DIAMETER BOLT DIAMETER BOLT

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24" SONOTUBE

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PT 12X12 POST

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MAINTAIN 2" CLR. COVER BETWEEN SONOTUBE AND REBAR (TYP.)

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#3 CIRCULAR TIES, 4 EA, EQUAL SPACING

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#4 VERTICAL BARS, 8 EA, EQUAL SPACING. EXTEND TO TOP OF PILASTER

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STEEL POST BASE.

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4 - " HOLES 78" HOLESFOR " BOLTS34" BOLTS

AutoCAD SHX Text FABRICATE SADDLE FROM " PLATE STEEL. 12" PLATE STEEL. SADDLE SHALL BE GALVANIZED.

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MIN. 6" CRUSHED AGGREGATE UNDER SLAB

38"

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#4 REINF @ 16" O.C. EA. WAY. PLACE IN CENTER OF SLAB

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COMPACTED CRUSHED AGGREGATE (6" MINIMUM)

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(2) #5 BARS CONTINUOUS

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TYP.

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TOP OF CONC. SLAB

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14" CHAMFER (TYP)

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4~#4 HOOKED DOWELS INTO SLAB

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CRUSHED GRAVEL SURFACE (NONE @ SIM)

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BOTTOM OF FLOOR SLAB BEYOND

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BOTTOM OF THICKENED EDGE CONCRETE

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EDGE OF CONCRETE SLAB

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PT 12X12 POST

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TOP OF SONOTUBE

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(2) ~ #5 BAR ~ #5 BAR CONT. THROUGH SONOTUBE

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#4 HOOKED DOWELS

38" WELDED PLATE ASSEMBLY

TRUSS & CONNECTION DETAILS

LOLO NATIONAL FOREST

1-21303 4/29/2022 SHEET NO.

7 OF 7KDO

JWG

MAS

KDO

TRUSS END/CONNECTION DETAIL

TRUSS CONNECTION DETAIL

TRUSS ELEVATION

TRUSS CONNECTION DETAIL

CONNECTION DETAIL

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

REGION ONE

PREPARED BY:

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

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AutoCAD SHX Text Y:\Shared\Helena Projects\1-21303-Lolo NF – Pattee Canyon Pavilion\CADD 1-21303\Sheets\1-21303-07-Misc Details.dwg

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

AutoCAD SHX Text NOTES: 1. ALL STEEL ANGLES AND PLATES SHALL BE POWDER COATED BLACK, " THICK, ASTM A36, ALL STEEL ANGLES AND PLATES SHALL BE POWDER COATED BLACK, " THICK, ASTM A36, 38" THICK, ASTM A36, Fy=36 KSI, REFER TO SPECIFICATION SECTION 055000. 2. PLATES ARE REQUIRED ON BOTH SIDES OF EACH TRUSS. ATTACH WITH " BOLTS UNLESS PLATES ARE REQUIRED ON BOTH SIDES OF EACH TRUSS. ATTACH WITH " BOLTS UNLESS 34" BOLTS UNLESSNOTED OTHERWISE. BOLTS SHALL BE PAINTED BLACK TO MATCH GUSSET PLATES.

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AutoCAD SHX Text 8x12 CONTINUOUS

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(4) " HOLES 78" HOLESFOR " x 6" 34" x 6"LAG BOLTS TYP.

AutoCAD SHX Text FABRICATE FROM 6x6x ANGLES 38 ANGLES ANGLES

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PURLINS AND ROOFING MATERIALS NOT SHOWN

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STEEL ANGLES (2) TYP. ON POST-TRUSS CONNECTIONS

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STEEL ANGLES (2) TYP. ON POST-TRUSS CONNECTIONS

STEEL ANGLES (2) TYP. ON POST-BRACE CONNECTIONS

Sheets and Views

1 Cover Sheet

2 Site Plan & General Notes

3 Foundation Plan

4 Shelter Roof Plan

5 Section & Elevation

6 Foundation & Slab Details

7 Truss & Connection Details

	2022-09-27T16:26:47-0600
CAROLYN UPTON

	2022-09-14T11:55:01-0600
CRYSTAL STONESIFER

	2022-08-01T15:27:22-0600
CATINA MCLEAN

	2022-06-09T16:36:54-0600
MATTHEW MCCABE

File details come from the government source that posted it. Updated May 4, 2023.