Attachment_3-A06-Drawings-Specification_09_-_21-061_CAD_Drawings-Signed.pdf

PDF 966 KB Posted Aug 3, 2021

Attached to: KS-MARAIS DES CYGNES NWR-NEW PAVILION
Solicitation number: 140F0121R0074
Issued by: Department of the Interior Fish and Wildlife Service

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File	Type	Posted
Sol_140F0121R0074_Amd_0001.pdf	PDF	Sep 3, 2021
Attachment_5-B03-DOL_Wage_Determination.pdf	PDF	Aug 3, 2021
Attachment_4-Bid_Schedule.pdf	PDF	Aug 3, 2021
Attachment_1-B08-Solicitation140F0121R0074.pdf	PDF	Aug 3, 2021
Sol_140F0121R0074.pdf	PDF	Aug 3, 2021
Attachment_2-A04-Statement_of_Work_08_SOW.pdf	PDF	Aug 3, 2021

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PLEASANTON

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MOUND CITY

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MAPLETON

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BLUE MOUND

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POST

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CYGNE

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LAKE

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KANSAS

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MISSOURI

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LINN

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COUNTY

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FULTON

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KANSAS

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CITY

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LOUISBURG

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MARAIS DES CYGNES

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NATIONAL WILDLIFE

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REFUGE

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PAOLA

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TRADING

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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NO SCALE

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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ASS'T. REGIONAL DIR.

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DATE

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PROGRAM SUPERVISOR

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FACILITIES

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SAFETY

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CULTURAL RESOURCES

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DATE

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DATE

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DATE

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DATE

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DATE

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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LINN COUNTY

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KANSAS

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VISITORS SERVICES PAVILION

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COVER SHEET, VICINITY MAP, LOCATION MAP

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AutoCAD SHX Text 06/04/21

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6R-KS-763-21-061

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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SITE PLAN

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DRAWING INDEX

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SHEET

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TITLE

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COVER SHEET, VICINITY MAP, LOCATION MAP

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COVER

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DETAILS

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SHEET #

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AutoCAD SHX Text CODE INFORMATION: INTERNATIONAL BUILDING CODES 2018 PAVILION BUILDING OCCUPANCY: GROUP A3 - ASSEMBLY AREA: 32'x40' = 1,280 SF GROSS HEIGHT: 1 STORY, 21'-0" TO PEAK FIRE SPRINKLER/ALARM: NOT REQUIRED PER SEPARATION, USE AND OCCUPANCY

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PROJECT

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LOCATION

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NO SCALE

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STRUCTURAL ELEVATIONS

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ELEVATIONS

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STRUCTURAL PLANS

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STRUCTURAL NOTES

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SITE PLAN

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NO SCALE

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DETAILS

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FLOOR PLAN AND ROOF PLAN

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3/9

SITE PLAN C10

SITE PLAN N

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ACCESSIBLE WALK APPOX 30FT IN LENGTH, FIELD VERIFY

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CONCRETE PAD FOR PAVILION, FIELD VERIFY LOCATION

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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6R-KS-763-21-061

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SCALE:

NONE

A12

FLOOR PLAN & ROOF PLAN A10

PAVILION ROOF PLAN PAVILION FLOOR PLAN

N N

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5" ALUMINUM GUTTERS W/ DOWNSPOUTS AT EACH CORNER

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8X8 PRESSSURE TREATED POSTS 10' LENGTH (TYP)

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EDGE OF CONCRETE SLAB, 4000 PSI CONCRETE W/ WWM

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%%UGENERAL NOTES%%U:

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INSTALL ICE & WATER PROTECTION MEMBRANE AT ALL EDGES OF

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ROOF AND END A MIN OF 30" BEYOND INSIDE INTERIOR WALL,

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PROVIDE A MIN 2" OVERLAP WHEN INSTALLING MULTIPLE ROWS OF

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ICE & WATER PROTECTION MEMBRANE.

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AT VALLEYS OR ROOF PITCH CHANGES, INSTALL ICE & WATER

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PROTECTION MEMBRANE A MIN OF 30" ON EACH SIDE OF THE

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CENTERLINE OF THE VALLEY AND PROVIDE A MIN OF 3" OVERLAP.

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AT EVERY WALL, SIDE WALL, & ROOF PENETRATIONS, PROVIDE ICE

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& WATER MEMBRANE UNDER FLASHING.

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UNDERLAYMENTS ON A ROOF SLOPE OF 4:12 OR GREATER, OVERLAP

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ICE & WATER MEMBRANE A MINIMUM OF 2" HORIZONTALLY W/ 15#

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FELT. LAP EACH SUBSEQUENT LAYER OF 15# FELT 2" HORIZONTALLY

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SHINGLE FASHION TO PEAK. END LAPS SHALL BE OFFSET BY 6'.

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UNDERLAYMENTS ON A ROOF SLOPE OF 4:12 OR LESS, OVERLAP

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ICE & WATER MEMBRANE A MINIMUM OF 19" HORIZONTALLY W/ 15#

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FELT. LAP EACH SUBSEQUENT LAYER OF 15# FELT 19" HORIZONTALLY

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SHINGLE FASHION TO PEAK OR ROOF SLOPE CHANGE. END LAPS SHALL

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BE OFFSET BY 6'.

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A CRICKET OR SADDLE MUST BE INSTALLED ON THE RIDGE SIDE OF

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ANY CHIMNEY OR ROOF PENETRATIONS MORE THAN 30" WIDE AS

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MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE

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COVERINGS MUST BE SHEET METAL OR SAME MATERIAL AS ROOF

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COVERING W/ ICE AND WATER PROTECTION MEMBRANE UNDERNEATH.

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VALLEY FLASHING SHALL CONSIST OF A MIN OF 26 GA. CORROSION

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RESISTANT, GALVANIZED SHEET MTL. THE FLASHING SHALL EXTEND

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A MIN OF 12" ON EACH SIDE OF THE VALLEY. SECTIONS OF THE

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FLASHING SHALL HAVE AN END LAP OF A MIN 4".

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VERTICAL WALL FLASHING SHALL CONSIST OF A MIN OF 26 GA.

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CORROSION RESISTANT, GALVANIZED SHEET MTL. APPLY SHINGLES UP

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THE ROOF UNTIL COURSE MUST BE TRIMMED TO FIT AT THE BASE OF

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THE VERTICAL WALL. ADJUST SHINGLE EXPOSURE AS NEEDED, SO THAT

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THE THE LAST SHINGLE IS AT LEAST 8" WIDE. THE FLASH STRIP

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SHOULD BE BENT USING A METAL BRAKE, TO EXTEND A MIN OF 2"

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UP THE VERTICAL WALL & 3" UNDER THE LAST SHINGLE COURSE.

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EMBED THE FLASHING IN ASPHALT PLASTIC CEMENT, AND NAIL IT TO

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THE ROOF EVERY 12". DO NOT NAIL THE STRIP TO THE WALL.

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EDGE OF ROOF

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CENTERLINE OF POST

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CENTERLINE OF POST

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CENTERLINE OF POST

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CENTERLINE OF POST

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CENTERLINE OF POST

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CENTERLINE OF POST

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RIDGE VENT, IF OPT WOOD CEILING PLANKS INSTALLED

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ACCESSABLE SIDEWALK TO PIT TOILETS, FIELD VERIFY LOCATION

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OPT 24" STONE BASE AT EACH W/ STONE CAP

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HEARTH

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NOTE: VERIFY FP RO DIMENSION PER MNFR SPECS

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DELETE STONE BASE AT OPT FP

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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6R-KS-763-21-061

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SCALE:

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SCALE =1'-0"

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SCALE:

ELEVATIONS A12

LONG SIDE ELEVATION SHORT SIDE ELEVATION

OPT FIREPLACE1

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HOR CEMENTITIOUS SIDING W/ 7" EXPOSURE

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8X8 PRESSSURE TREATED POSTS 10' LENGTH (TYP)

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6X8 (LLH) BRACE (TYP)

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ASPHALT SHINGLES

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WOOD BEAM, RE STRUCT DRAWINGS

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PREMANUFACTURED TRUSSES, RE S2

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OPT 24" STONE BASE AT EACH POST W/ STONE CAP, STONE TO MATCH HQ BUILDING

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OPT TONGUE & GROOVE PLANKS (PINE) ATTACHED TO BOTTOM CHORD PER MNFR SPECS

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OPT OUTDOOR FP STONE CHIMNEY

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STONE VENEER TO MATCH HQ BUILDING

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OPT 24" STONE BASE AT EACH POST W/ STONE CAP, STONE TO MATCH HQ BUILDING

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STONE CAP

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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SCALE =1'-0"

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STRUCTURAL NOTES S1

DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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9' -1

-1

Y, T

9' -1

-1

9' -1

Y, T

M (H

F# 2)

M (H

F# 2)

M (H

F# 2)

M (H

F# 2)

1 2 15'-91 4" ±

CENTERLINE OF PIERS

15'-91 4" ±

CENTERLINE OF PIERS

3 1 15'-91 4" ±

CENTERLINE OF POSTS

15'-91 4" ±

CENTERLINE OF POSTS

A 6x12 BEAM (HF#2) 6x12 BEAM (HF#2)

B B

2,3,4 S4

SPLICE BEAM AT CENTRAL POST ONLY, TYPICAL

FASTEN TRUSS TO BEAM WITH H2.5A HANGER,

TYPICAL EACH END OF EACH TRUSS

6:12

EXIST.

6:12

EXIST.

D D

FOOTING BELOW PIER

TYPICAL EXISTING 12"Ø CONCRETE PIER

TO REMAIN, TYPICAL

CENTER WOOD POSTS ON

PIERS AND FIELD VERIFY ALIGNMENT.

CPT88Z POST BASE CONNECTOR,

TYPICAL. ALIGN VERTICAL TAB PARALLEL

TO GRIDS 1 THRU 3, THUS: .

EDGE OF SLAB

FASTEN EACH POST BASE TO PIER

WITH (2) 1 2"Ø THREADED RODS. DRILL AND

HY200 EPOXY WITH MIN 5" EMBED, TYPICAL

6x12 BEAM (HF#2)

1" OFFSET BETWEEN FACE OF POST AND

FACE OF BEAM, TYPICAL (FIELD VERIFY)

WOOD BRACES AT POSTS, TYPICAL.

REFER TO ELEVATIONS AND DETAILS

FOR DIMENSIONS

6x12 BEAM (HF#2)

FOUNDATION PLAN NOTES:

1. DO NOT SCALE THESE DRAWINGS.

2. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS ARE INDICATED ON PLAN WITH INITIALS, THUS:

T.O.F. = TOP OF FOOTING

T.O.P. = TOP OF PIER

T.O.G. = TOP OF GRADE

T.O.S. = TOP OF SLAB

T.O.L. = TOP OF LEDGE

T.O.W. = TOP OF WALL

3. ELEVATIONS OF FOUNDATION ELEMENTS RELATE TO 100'-0" AS A REFERENCE ELEVATION, AND DO NOT REFER TO ACTUAL SITE ELEVATIONS.

4. BOTTOM OF FOOTING ELEVATION SHALL BE 48" MINIMUM BELOW TOP OF GRADE (FIELD VERIFY)

5. FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS AND PIERS, UNLESS NOTED OTHERWISE.

6. THE FOLLOWING SOIL PARAMETERS MUST BE VERIFIED BY A GEOTECHNICAL ENGINEER AT TIME OF EXCAVATION. A COPY OF THE

GEOTECHNICAL ENGINEER'S FINDINGS SHALL BE PROVIDED TO STRUCTURAL ENGINEER FOR RE-EVALUATION OF THE FOUNDATION DESIGN

PRIOR TO PLACING CONCRETE.

ALLOWABLE SOIL BEARING PRESSURE = 1500PSF MINIMUM DEAD LOAD = 0 PSF

7. COORDINATE ANCHOR BOLT LOCATIONS WITH POST LOCATIONS. POSTS FROM ABOVE ARE INDICATED WITH BOXES, THUS:

ROOF FRAMING REPAIR PLAN NOTES:

1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS NOTED OTHERWISE.

2. DO NOT SCALE THESE DRAWINGS.

3. ALL DIMENSIONS ARE APPROXIMATE - CONTRACTOR TO VERIFY IN FIELD PRIOR TO FABRICATION OF NEW MATERIALS.

4. NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS.

5. CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR AND REPLACE MEMBERS INDICATED. NOTIFY

ENGINEER PRIOR TO DEMOLITION IF ADDITIONAL CLARIFICATION OR SHORING RECOMMENDATIONS ARE REQUIRED.

6. COMMON ABBREVIATIONS INCLUDE: R&R = REMOVE AND REPLACE

OTHERWISE SIM. = SIMILAR DTL = DETAIL

D&R = DETACH AND RESET

X/XX = DETAIL# / SHEET#

U.N.O. = UNLESS NOTED

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

8x8 POST

10' LENGTH

OOD P

OST

R F

RAM

G P

N, T

9' -1

-1

9' -1

STRUCTURAL PLANS S2

FOUNDATION PLAN ROOF AND TIMBER FRAMING PLAN

N N

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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AutoCAD SHX Text 06/04/21

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6R-KS-763-21-061

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SCALE =1'-0"

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SCALE:

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SCALE:

8' -0

1' -2

'-0

SIDING

WOOD BEAM

PER PLAN

WOOD POSTS

PER PLAN

POST BASE

CONCRETE PIER

PER PLAN

CONNECTION PER PLAN,

TYPICAL

6x8 (LLH) WOOD BRACE

TYPICAL

S4 SHORTER BRACE AT CORNER

TO AVOID CONFLICT WITH

PERPENDICULAR BRACE

S5 POST BASE

CONNECTION PER PLAN,

TYPICAL

STRUCTURAL ELEVATIONS S3

SHORT SIDE ELEVATION LONG SIDE ELEVATION

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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6R-KS-763-21-061

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SCALE =1'-0"

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SCALE:

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SCALE:

2" 5"

1 2"

3 4"

2' -0

2" 5"

2" 2"

3' -2

1 2"

5 16

3" 5"

2" 5"

5" 2"

'S L

1"Ø THRU-BOLTS WITH

STANDARD WASHERS, TYPICAL

2" 5" 9"

2" 5" 7" 7"

NOTE: EXPOSED STEEL PLATES

TO BE GALVANIZED OR POWDER

COATED, TYPICAL

BEAM SPLICE

CENTERED OVER POST 1"Ø THRU-BOLTS WITH

STANDARD WASHERS

2" 5" 2"

4" 4"

1"Ø THRU-BOLTS WITH

STANDARD WASHERS

1"Ø THRU-BOLTS WITH

STANDARD WASHERS, TYPICAL

WOOD BEAM

PER PLAN

WOOD BEAM

PER PLAN

WOOD BEAM

PER PLAN

1 4" STEEL PLATE (DIMENSIONS AS SHOWN)

ON EACH SIDE OF BEAM

WOOD POST

PER PLAN

WOOD POST

PER PLAN

2" 2"

1 34"

WOOD BEAM

PER PLAN

4" STEEL PLATE (DIMENSIONS AS SHOWN)

ON EACH SIDE OF BEAM

OMIT UPPER

TWO BOLTS AT

DETAIL 6/S4

SYMMETRIC CONNECTION

PLATE AND BRACE AT

MIDDLE POSTS

2" 2"

OMIT LOWER TWO BOLTS

AT DETAIL 6/S4

WOOD BRACE

PER PLAN

1"Ø THRU-BOLTS WITH

STANDARD WASHERS

WOOD BEAM

PER PLAN

PACK OUT BEAM WHERE

POST/BRACE WIDTH

EXCEEDS BEAM WIDTH

9" 5" 2"

WOOD BRACE BELOW BEAM

PER PLAN

1 4" STEEL PLATE ON

EACH SIDE OF BEAM

PER DETAIL 1/S4

4" STEEL PLATE ON

EACH SIDE OF BEAM

PER DETAIL 5/S4

WOOD BEAM

PER PLAN

4'-6"

WOOD BEAM

PER PLAN

PACK OUT BEAM WHERE

POST/BRACE WIDTH

EXCEEDS BEAM WIDTH

4" STEEL PLATE (DIMENSIONS AS SHOWN)

ON EACH SIDE OF BEAM

WOOD POST

PER PLAN

4" STEEL PLATE (DIMENSIONS AS SHOWN)

ON EACH SIDE OF BEAM

WOOD BRACE

PER PLAN

2" 2"

14" STEEL PLATE (DIMENSIONS AS SHOWN)

ON EACH SIDE OF BEAM

4" STEEL PLATE ON

EACH SIDE OF BEAM

PER DETAIL 3/S4

WOOD BEAM

PER PLAN

WOOD BRACE

PER PLAN

4" STEEL PLATE ON

EACH SIDE OF BEAM

PER DETAIL 3/S4

WOOD BRACE

PER PLAN

14" STEEL PLATE ON

EACH SIDE OF POST

PER DETAIL 4/S4

2" 2"

WOOD POST

PER PLAN

1 34"

WOOD POST

PER PLAN

WOOD POST

PER PLAN NOTE: REFER TO CLOSE-UP

CONNECTION DETAILS (THIS SHEET)

FOR PLATE AND OTHER DIMENSIONS

4" STEEL PLATE ON

EACH SIDE OF POST

PER DETAIL 4/S4 NOTE: REFER TO CLOSE-UP

CONNECTION DETAILS (THIS SHEET)

FOR PLATE AND OTHER DIMENSIONS

NOTE: REFER TO PLAN FOR BUILDING ORIENTATION

AND ELEVATIONS FOR ADDITIONAL INFORMATION.

WOOD POST

PER PLAN

BUILDING'S SHORT DIMENSION

WOOD BEAM

PER PLAN

WOOD BRACE BELOW BEAM

PER PLAN

STEEL PLATE: 1 4" x 4" WIDE x 10" LONG W/

90° BEND AND 10" LEG AS SHOWN. ALIGN

BOLT HOLES WITH OPPOSITE SIDE PLATES

1'-11 38 "

9 34 " 11 38 "

7 14 "

2'-2 1 4"

5 1

45°

1 25

5 1

1 3/4"1 3/4"

1 34"

3 4"

1 34"

DETAILS S4

POST TO BEAM - L PLATES (LONG DIRECTION)1 POST TO BEAM -T PLATES2 POST TO BEAM -J PLATES3 POST TO BEAM -Y PLATES4

POST TO BEAM - L PLATES (SHORT DIRECTION)5

BRACE AT END POST AND

BEAM (LONG DIRECTION)6

BRACE AT END POST AND

BEAM (SHORT DIRECTION)7 PLAN VIEW AT CORNER POST8

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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MARAIS DES CYGNES NWR

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VISITORS SERVICES PAVILLION

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AutoCAD SHX Text 06/04/21

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6R-KS-763-21-061

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