B08_-_Drawings_SBD_Prime_Hook_01-14-22_3.pdf

PDF 33 MB Posted Jul 28, 2023

Attached to: Notice of Intent - 140FC223R0011 A/E DESIGN SF330
Solicitation number: 140FC223R0011
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity for architectural and engineering design services. The Department of the Interior Fish and Wildlife Service is soliciting proposals under solicitation number 140FC223R0011 for A/E design services related to a drawing package titled "Prime Hook 01-14-22." Interested parties should submit Standard Form 330 responses by the date specified in the full solicitation. The opportunity is for design of unspecified scope and location, with responses due in 2022 as indicated in the file name. The 33MB file attached contains drawings that further specify the design requirements.

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Other files

File	Type	Posted
B08_-_Notice_of_Intent_-_140FC223R0011_4.pdf	PDF	Aug 1, 2023
B08_-_Past_Performance_Questionnaire_3.pdf	PDF	Jul 28, 2023
B08_-_No_Construction_Contract_AE_Acknowledgement_3.pdf	PDF	Jul 28, 2023
B08_-_Specifications_Volume_2_Prime_Hook_SBD_01-14-2022_3.pdf	PDF	Jul 28, 2023
B08_-_Notice_of_Intent_-_140FC223R0011_3.pdf	PDF	Jul 28, 2023
B03_-_Wage_Determination_-_2015-4055_-_Rev_01-30-2023_-_11_3.pdf	PDF	Jul 28, 2023
B08_-_Statement_of_Work_Eastern_MA_VCS_3.pdf	PDF	Jul 28, 2023
B08_-_Statement_of_Work_Eastern_MA_VC_to_HQ_3.pdf	PDF	Jul 28, 2023
B08_-_Specifications_Volume_1_Prime_Hook_SBD_01-14-2022_3.pdf	PDF	Jul 28, 2023
B08_-_Notice_of_Intent_-_140FC223R0011_2.pdf	PDF	Jul 28, 2023

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BIDDEFORD, MAINE 04005

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231 MAIN STREET

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ARCHITECTURAL

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AE301

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FOUNDATION PLAN

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STRUCTURAL

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AE101

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ARCHITECTURAL

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STRUCTURAL

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AutoCAD SHX Text %%uDRAWING TITLE

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%%UDISCIPLINE

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TITLE, LIST OF DRAWINGS, MAPS, AND GENERAL CONSTRUCTION NOTES

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GENERAL

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1. WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO STATE, NATIONAL AND OTHER CODES AND ORDINANCES WHICH WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO STATE, NATIONAL AND OTHER CODES AND ORDINANCES WHICH APPLY TO THIS PROJECT. 2. WORK SHOWN ON DRAWINGS IS TO BE PROVIDED UNLESS INDICATED AS EXISTING. WORK SHOWN ON DRAWINGS IS TO BE PROVIDED UNLESS INDICATED AS EXISTING. 3. VERIFY EXISTING CONDITIONS AND REPORT DISCREPANCIES TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT DISCREPANCIES TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN RESOLVED. 4. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A SAFE, WEATHERTIGHT, SECURE, NEAT AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A SAFE, WEATHERTIGHT, SECURE, NEAT AND CLEAN MANNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS WHICH ARE REQUIRED FOR THE SATISFACTORY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS WHICH ARE REQUIRED FOR THE SATISFACTORY COMPLETION OF THE WORK. 6. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT SCALE DRAWINGS. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT SCALE DRAWINGS. 7. THE LOCATION OF DOOR OPENINGS NOT DIMENSIONED SHALL BE SIX INCHES FROM ADJACENT WALL. THE LOCATION OF DOOR OPENINGS NOT DIMENSIONED SHALL BE SIX INCHES FROM ADJACENT WALL. 8. DIMENSIONS TO PROVIDED CONSTRUCTION ARE FROM FACE OF FRAMING OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. DIMENSIONS TO PROVIDED CONSTRUCTION ARE FROM FACE OF FRAMING OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. WHERE "CLR" IS INDICATED, DIMENSIONS ARE TO BE FINISHED SURFACES. WALLS WITH HORIZONTAL STRAPPING ARE DIMENSIONED TO THE FACE OF STRAPPING.

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%%UGENERAL CONSTRUCTION NOTES

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U.S. FISH AND WILDLIFE SERVICE

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ARCHITECTURE - ENGINEERING - PLANNING

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OAK POINT ASSOCIATES

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VISITOR CONTACT STATION

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PRIME HOOK NATIONAL WILDLIFE REFUGE

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MILTON, DELAWARE

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SB101

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PARTITION TYPE

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KEYNOTE

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ELEVATION TARGET

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ROOM NAME AND NUMBER

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DOOR NUMBER

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BUILDING SECTION NUMBER

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WALL SECTION OR ELEVATION NUMBER

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INDICATES DIRECTION OF CUTTING PLANE

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PLAN OR DETAIL NUMBER

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SHEET WHERE PLAN OR DETAIL IS TAKEN

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SHEET WHERE PLAN OR DETAIL IS DRAWN

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TANK ROOM

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ELECTRICAL

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PLUMBING PLAN

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AE640

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ROOM FINISH SCHEDULE, SIGNAGE SCHEDULE AND DETAILS

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MECHANICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTE

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PROJECT NO. 5R-DEL-630-14.0

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CLEAR

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CLR

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SIM

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ROUGH OPENING

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INSULATION, INSULATED

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INTERIOR

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HORIZONTAL

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INCHES, INCH

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GYPSUM BOARD

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WITH

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WEST, WIDE

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MANUFACTURER

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MIN

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MTL

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NO, #

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PAINT, PAINTED

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RADIUS

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NIC

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NOT IN CONTRACT

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PRESSURE (PRESERVATIVE)

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RUBBER COVE BASE

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ELEC

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AND

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PERCENT

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ALUMINUM

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ABOVE FINISHED FLOOR

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FIN

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FL, FLR

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GALV

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FFE

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APPROXIMATELY

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CENTERLINE

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BOTTOM

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BUILDING

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FINISH FLOOR ELEVATION

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FINISH

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FLOOR

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EQUAL

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UNDERWRITERS LABORATORY

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FOUNDATION

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FLOOR DRAIN

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FDN

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PLUS OR MINUS

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FINISH FLOOR

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UNITED STATES

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UNITED STATES FISH AND WILDLIFE SERVICE

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MOISTURE/MOLD RESISTANT

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%%UABBREVIATIONS

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STAINLESS STEEL

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EXT

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EXTERIOR

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EXIST

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BOARD

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STRUCT

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STRUCTURAL

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COORDINATE

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COORD

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PLUMB

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PLUMBING

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SYS

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SYSTEM

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AE501

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INTERIOR ELEVATIONS 1

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MECHANICAL

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MECHANICAL DETAILS 1

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ELECTRICAL

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PLUMBING

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ENLARGED PLUMBING PART PLANS 2

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FIRE EXTINGUISHER & CABINET

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FEC

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FIRE EXTINGUISHER

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SCONC

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STAINED CONCRETE

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STRUCTURAL

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GENERAL NOTES, DESIGN LOADS AND ABBREVIATIONS

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ROOF FRAMING PLAN

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SF101

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AE120

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ROOF PLAN AND DETAILS

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AE201

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EXTERIOR ELEVATIONS AND BUILDING SECTIONS

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AE302

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WALL SECTIONS AND DETAILS 2

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AE502

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INTERIOR ELEVATIONS 2

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AE001

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WALL TYPES AND FIRESTOPPING DETAILS

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CIVIL

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CIVIL

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CIVIL NOTES, LEGEND AND ABBREVIATIONS

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DRIVEWAY PROFILE AND DETAILS

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EROSION/SEDIMENT CONTROL AND STORMWATER MANAGEMENT PLAN NOTES

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SITE DETAILS - 2

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CD101

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CG101

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CL101

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CS101

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CU101

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CX101

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SITE REMOVALS PLAN

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GRADING AND EROSION CONTROL PLAN

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SITE LAYOUT PLAN

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SITE PLAN

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SITE UTILITY PLAN

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EXISTING CONDITIONS SITE PLAN

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EL701

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LIGHTING FIXTURE SCHEDULE AND DETAILS

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ET101

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TECHNOLOGY PLAN

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ET501

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TECHNOLOGY DETAILS

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EP501

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ONE-LINE DIAGRAM AND DETAILS

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EP601

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PANELBOARD SCHEDULES

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ELECTRICAL

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ELECTRICAL

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ELECTRICAL

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MECHANICAL

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PLUMBING SCHEDULES AND DETAILS

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FIRE PROTECTION

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FA101

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FIRE ALARM PLAN

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AE401

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ENLARGED FLOOR PLAN, TOILET ACCESSORIES SCHEDULE AND DETAILS

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AE602

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DOOR AND WINDOW DETAILS

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AE510

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AE511

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CASEWORK DETAILS 2

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TREATED

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AE701

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REFLECTED CEILING PLAN AND DETAILS

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AE310

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AE303

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CODE INFORMATION AND EGRESS AND LIFE SAFETY PLAN

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GENERAL

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ROOF COMPONENT AND CLADDING WIND PRESSURE PLAN

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FOUNDATION DETAILS 1

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SB501

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TRUSS PROFILES

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SF201

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SF501

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SHEAR WALL LAYOUT PLAN AND ROOF DIAPHRAGM PLAN

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SF601

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STRUCTURAL

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PLUMBING RISER DIAGRAMS

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CONTROL DIAGRAMS

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MECHANICAL

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AUTOMATED EXTERNAL

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AED

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DEFIBRILLATOR

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SF502

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FOUNDATION DETAILS 2

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SB502

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WOOD TRUSS CONNECTION DETAILS

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SF202

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STRUCTURAL

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AE801

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SCREENED PORCH FLOOR PLAN, ELEVATIONS AND DETAILS

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AE304

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WALL SECTIONS AND DETAILS 4

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CIVIL

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CIVIL

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CIVIL

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CIVIL

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CIVIL

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%%UVICINITY MAP

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NOT TO SCALE

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NOT TO SCALE

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%%UAREA MAP

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MILTON, DELAWARE

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PRIME HOOK NATIONAL WILDLIFE REFUGE VISITOR CONTACT STATION

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TITLE, LIST OF DRAWINGS, MAPS, AND GENERAL CONSTRUCTION NOTES

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FISH & WILDLIFE

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SHEET NO

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DISCIPLINE

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JANUARY 14, 2022

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CRR

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10 CFR 435 COMPLIANCE

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CERTIFIED:

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SERVICE

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REGIONAL ENGINEER

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ASST. REGIONAL DIRECTOR

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W.O. APPROVAL: DATE:

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DIVISION OF ENGINEERING

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UNITED STATES DEPARTMENT OF THE INTERIOR

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FISH AND WILDLIFE SERVICE

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RECOMMENDED:

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OAK POINT ASSOCIATES

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ARCHITECTURE - ENGINEERING - PLANNING

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231 MAIN STREET BIDDEFORD, MAINE 04005

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5R-DEL-630-14.0

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OCEAN

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ATLANTIC

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NEW YORK

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NEWARK

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PHILADELPHIA

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BALTIMORE

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WASHINGTON

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CHARLOTTESVILLE

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RICHMOND

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PRIME HOOK NATIONAL WILDLIFE REFUGE

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COASTAL HWY

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BROADKILL RD

TURKLE POND RD

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

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RM 100

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TOILET

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RM 100

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RM 108

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705 SF 47 = OL

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836 SF 28 = OL

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175 SF 3 = OL

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125 SF 2 = OL

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95 SF 1 = OL

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115 SF 1 = OL

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66 SF 1 = OL

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70 SF

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105 SF

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105 SF

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DOOR

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CAPACITY

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WIDTH

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USE

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LIMIT

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RM 107

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DOOR

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CAPACITY

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WIDTH

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USE

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LIMIT

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RM 110

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DE=10'

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CP=45'

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CP=75'

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CODE INFORMATION AND EGRESS

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AND LIFE SAFETY PLAN

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CRR

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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AutoCAD SHX Text 1-HOUR FIRE RATED SEPARATION WITH 45 MINUTE OPENING PROTECTION, INCLUDING SELF-CLOSINGAND SELF-LATCHING DOORS, AND FIRESTOPPED PENETRATIONS AND JOINTS

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1-HOUR FIRE RATED HORIZONTAL CEILING ASSEMBLY

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OCCUPANT LOAD

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OLF

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SQUARE FEET

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%%UEGRESS AND LIFE SAFETY LEGEND

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TRAVEL DISTANCE (TD)

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COMMON PATH OF TRAVEL

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DEAD-END LENGTH

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%%UFIRE RATINGS/FIRE RATING KEYNOTES

AutoCAD SHX Text GENERAL BUILDING INFORMATION: FIRST FLOOR GROSS AREA: 2,745 Square Feet TYPE OF CONSTRUCTION: Combustible, Non-rated, IBC Type VB, NFPA Type V(000) AUTOMATIC SUPPRESSION SYSTEM: Not Sprinklered per IBC Section 903. FIRE ALARM SYSTEM: Provided, although not required in Group B occupancy with occupant load less than 300 occupants. OCCUPANCY CLASSIFICATION: IBC: Business B, Mercantile M, Assembly A-3 NFPA: Business and Assembly with Incidental Storage and Mechanical GENERAL HEIGHT AND AREA LIMITATIONS: (IBC Table 504.3 without increases) Stories: 2 Allowable/1 Actual Height: 40' Allowable/16' Actual Area: 6,000 SF Allowable/2,760 SF Actual OCCUPANCY LOAD FACTORS: Exhibit: 30 net SF per occupant Assembly: 15 net SF per occupant Mercantile: 60 gross SF per occupant Office: 150 gross SF per occupant Accessory Storage Areas: 300 gross SF per occupant Mechanical Spaces: 300 gross SF per occupant TOTAL CALCULATED BUILDING OCCUPANT LOAD: 83 CAPACITY OF EGRESS COMPONENTS: Clear Width per person: 0.2" per person for doors / 0.3" per person for stairs Corridor width: 44" min/ 58" actual NUMBER OF EXITS: The Building has a total of 5 Exits See egress floor plan for exit locations and exit capacities. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS: Common Path Limit: 75' Allowable/40' Actual from Men's Toilet 106 Dead End Limit: 20' Allowable/10' Actual Travel Distance Limit: 200' Allowable/75' Actual from Men's Toilet 106

AutoCAD SHX Text EXTERIOR FIRE RESISTANCE RATINGS: Exposure to Other Buildings: No rating required or provided. (Fire Separation Distance >30') INTERIOR FIRE RESISTANCE RATINGS: Corridors (IBC Table 1018.1): 0 hour for 30 or less occupant load served by corridor or spaces allowing single exit per IBC 1018.1 exception 4. 1 hour for greater than 30 occupant load served by corridor/ Not applicable since less than 30 occupant load. Corridors (NFPA Section 38.3.6.1(2)): 0 hour where space is occupied by a single tenant. Mechanical/Electrical/Telecom/Crew Room Hazard Protection: 1 hour rating provided. Equipment is less hour rating provided. Equipment is less than 400,000 Btu per hour input. Equipment greater per hour input. Equipment greater input. Equipment greater than 400,000 Btu per hour input requires 1 hour hour input requires 1 hour rating per IBC. Per NFPA, Protection from Hazards: a 1 hour rating with 45 minute rated self-closing doors is required. Storage/Janitor Rooms: 1 hour with 45 minute rated self- closing doors per NFPA, Protection from Hazards. closing doors per NFPA, Protection from Hazards. FIRE RESISTANCE RATINGS: (Structural Elements) (IBC Table 601- Type VB) Exterior Load Bearing Walls: 0 hour Non-load bearing partitions: 0 hour Interior load bearing walls: 0 hour Structural Frame: 0 hour Floor Construction: 0 hour Roof Construction: 0 hour FIREBLOCKING/DRAFTSTOPPING: Concealed Wall Spaces: Fireblocking will be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggered studs vertically at the ceiling level and horizontally at intervals not exceeding 10 feet. (IBC 718.2.2) Floor/Ceilings: Not applicable since there are no floor/ceiling assemblies. Attics: Draftstopping will be installed in attics and concealed roof spaces such that any horizontal area does not exceed 3,000 square feet. Ventilation of concealed roof spaces shall be maintained in accordance with IBC Section 1202.2.1.

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CODE INFORMATION - MULTI-PURPOSE FACILITY

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GENERAL CODE INFORMATION

AutoCAD SHX Text APPLICABLE BUILDING AND LIFE SAFETY CODES NATIONAL CODES: International Building Code, 2018 ed. (IBC) American Society of Heating, Refrigerating, and Air Conditioning Engineers (ASHRAE 90.1-2013 and 189.1-2-14) Code of Federal Regulations (CFR) Architectural Barriers Act (ABA) National Electrical Code, 2017 edition (NEC, NFPA 70) National Standard Plumbing Code (NSPC) International Fire Code, 2018 ed. (IFC) National Fire Protection Association 101 Life Safety Code, 2018 ed. (NFPA) Standard for Portable Fire Extinguishers, 2018 ed. (NFPA 10) National Fire Alarm and Signaling Code, 2016 ed. (NFPA 72) American National Standard Institute (ANSI) Telecommunications Industry Association (TIA) Electronic Industries Alliance (EIA) National Earthquake Hazards Reduction Program (NEHRP) Occupational Safety and Health Administration (OSHA)

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1. EXTEND WALL RATINGS TO UNDERSIDE OF FIRE RATED CEILING/HORIZONTAL ASSEMBLY ABOVE UNLESS NOTED EXTEND WALL RATINGS TO UNDERSIDE OF FIRE RATED CEILING/HORIZONTAL ASSEMBLY ABOVE UNLESS NOTED OTHERWISE. 2. HATCHED AREAS INDICATE A RATING IS REQUIRED ON THE CEILING/HORIZONTAL ASSEMBLY ABOVE. HATCHED AREAS INDICATE A RATING IS REQUIRED ON THE CEILING/HORIZONTAL ASSEMBLY ABOVE. 3. AT RATED ASSEMBLIES PROVIDE LISTED FIRESTOPPING SYSTEMS AT PENETRATIONS AND JOINTS WITH A AT RATED ASSEMBLIES PROVIDE LISTED FIRESTOPPING SYSTEMS AT PENETRATIONS AND JOINTS WITH A RATING MATCHING THE RATING OF THE ASSEMBLY PENETRATED. 4. SEE ARCHITECTURAL SHEETS FOR PARTITION TYPES AND DETAILS FOR FIRESTOPPING OF JOINTS AND SEE ARCHITECTURAL SHEETS FOR PARTITION TYPES AND DETAILS FOR FIRESTOPPING OF JOINTS AND PENETRATIONS.

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GENERAL SHEET NOTES

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MILTON, DELAWARE

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AutoCAD SHX Text INSTALL POST INSTALLED ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 1/2" DIAMETER EPOXY GROUTED THREADED RODS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE CAPACITIES. CAPACITIES INDICATED ARE PRIOR TO APPLICATION OF ADJUSTMENT FACTORS. a. SHEAR = 6500 LBS b. TENSION = 4000 LBS 5/8" DIAMETER ANCHORS/EXPANSION BOLTS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE CAPACITIES: a. SHEAR = 2250 LBS b. TENSION = 1600 LBS EPOXY GROUT: ASTM C881.

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OVERALL VALUE

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FLOOR FLATNESS AND LEVELNESS

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MIN LOCAL VALUE

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AutoCAD SHX Text PERFORM FLATNESS/LEVELNESS TESTS WITHIN 24 HOURS OF CONCRETE PLACEMENT. SUBMIT TEST RESULTS TO THE OWNER WITHIN 24 HOURS OF TEST COMPLETION. INTERIOR SLABS-ON-GRADE: PROVIDE CONCRETE SLAB PROTECTION (BEYOND THE 7-DAY CURING PERIOD) UNTIL THE BUILDING ENVELOPE COMPLETELY ENCLOSES AND PROTECTS THE SLAB FROM WIND, SUN AND PRECIPITATION. OVERLAP AND TAPE SEAMS ALONG WITH TAPING PENETRATIONS IN VAPOR RETARDER IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SEAL VAPOR RETARDER TO CONCRETE AT EDGES.

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AutoCAD SHX Text CONFORM WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S "MANUAL OF STEEL CONSTRUCTION FIFTEENTH EDITION". STEEL FOR CONNECTIONS, ANGLES, PLATES AND CHANNELS: ASTM A36 (Fy=36 KSI). ANCHOR RODS: ASTM F1554, GRADE 36 (Fy=36 KSI). NUTS: ASTM A563, GRADE A. WASHERS: ASTM F436, TYPE 1.

AutoCAD SHX Text WOOD FRAMING AND FASTENERS TO BE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE

AutoCAD SHX Text AND THE AMERICAN FOREST AND PAPER ASSOCIATION NATIONAL DESIGN SPECIFICATION (2015)(AFPA

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NDS).

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EACH PIECE OF LUMBER MUST BE "S-DRY" AND BEAR THE GRADE STAMP OF A GRADING RULES

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AGENCY APPROVED BY THE PS-20 "AMERICAN SOFTWOOD LUMBER STANDARDS COMMITTEE".

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MINIMUM STRUCTURAL PROPERTIES OF WOOD FRAMING ARE AS FOLLOWS:

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TIMBERS AND TIMBER TRUSSES:

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SPRUCE-PINE-FIR LARCH NO. 2 OR BETTER WITH MINIMUM DESIGN VALUES:

AutoCAD SHX Text [BEAMS] Fb=600 PSI, Fv=125 PSI, Ft=300 PSI, Fc =425 PSI AND E=1,000,00 PSI.

AutoCAD SHX Text [POSTS] Fb=500 PSI, Fv=125 PSI, Ft=325 PSI, Fc =500 PSI AND E=1,000,00 PSI.

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WALL STUD FRAMING AND HEADERS:

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SPRUCE-PINE-FIR NO. 2 OR BETTER WITH MINIMUM DESIGN VALUES:

AutoCAD SHX Text Fb=875 PSI, Fv=135 PSI, Ft=450 PSI, Fc =1,150 PSI AND E=1,400,00 PSI.

AutoCAD SHX Text MINIMUM ALLOWABLE STRESSES OF LAMINATED VENEER LUMBER (LVL) ARE AS FOLLOWS. SUBMIT

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PRODUCT DATA TO OWNER PRIOR TO INSTALLATION.

AutoCAD SHX Text BEAMS: BENDING Fb = 3,100 PSI

AutoCAD SHX Text SHEAR Fv = 285 PSI

AutoCAD SHX Text TENSION Ft = 2,150 PSI

AutoCAD SHX Text COMPRESSION (PERPENDICULAR TO GRAIN) Fc = 750 PSI

AutoCAD SHX Text COMPRESSION (PARALLEL TO GRAIN) Fc = 3,000 PSI

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MODULUS OF ELASTICITY E = 2,000,000 PSI

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ROOF SHEATHING IS DESIGNED TO ACT AS A ROOF DIAPHRAGM. LAY SHEATHING WITH LONG

AutoCAD SHX Text DIMENSION PERPENDICULAR TO SUPPORTS. REFER TO SHEET SF601 FOR DIAPHRAGM NAILING PATTERN.

AutoCAD SHX Text PROVIDE NAILING (OTHER THAN SHEAR WALLS AND ROOF DIAPHRAGM) IN ACCORDANCE WITH TABLE

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2304.9.1 OF THE 2018 INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE.

AutoCAD SHX Text CONNECTION HARDWARE MUST HAVE MINIMUM ALLOWABLE CAPACITIES AS INDICATED. INSTALL IN

AutoCAD SHX Text ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. DESIGN BASED ON SIMPSON STRONG

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PERMITTED.

AutoCAD SHX Text BOLT HEADS AND NUTS BEARING ON WOOD TO HAVE STANDARD CUT WASHERS. DRILL BOLT HOLES

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1/32-INCH IN DIAMETER LARGER THAN BOLT DIAMETER.

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DOOR OPENING.

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AutoCAD SHX Text %%uMETAL PLATE CONNECTED WOOD TRUSSES

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AutoCAD SHX Text DESIGN, FABRICATE, TRANSPORT AND ERECT METAL PLATE CONNECTED WOOD TRUSSES PER TRUSS PLATE INSTITUTE STANDARDS ANSI/TPI AND THE AMERICAN FOREST AND PAPER ASSOCIATION NATIONAL DESIGN SPECIFICATION (2015) (AFPA NDS). DESIGN TRUSSES WITH THE LOAD COMBINATIONS OF ASCE 7-16. DESIGN TRUSSES FOR THE MAIN WIND FORCE RESISTING SYSTEM AND COMPONENT AND CLADDING PRESSURE AS INDICATED ON SHEETS S-002 AND S-003. DESIGN CALCULATIONS AND SHOP DRAWINGS TO BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF DELAWARE. CALCULATIONS AND SHOP DRAWINGS ARE TO BE STAMPED AND SEALED BY THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. PERMANENT AND TEMPORARY TRUSS BRACING TO BE DESIGNED BY THE TRUSS FABRICATOR. INSTALL IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S PRINTED INSTRUCTIONS. TRUSS ANCHORAGE TO LOAD BEARING WALLS TO BE AS INDICATED. UTILITY SUPPORT HANGERS MUST ONLY BE ATTACHED TO THE TOP AND BOTTOM CHORDS OF TRUSSES.

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AutoCAD SHX Text CONFORM WITH ACI 117 (EXCEPT AS NOTED BELOW), ACI 201, ACI 211.1, ACI 301, ACI 302.1R, ACI 305R, ACI 306.1, ACI 308.1, ACI 309R, ACI 315, ACI 318, ACI 330 AND ACI 347R. CONCRETE TOLERANCES FOR FOUNDATION WALL VERTICAL, LATERAL, AND LEVEL ALIGNMENT SHALL NOT EXCEED 1/2 INCH. CONCRETE EXPOSED TO WEATHER: NORMAL WEIGHT, F'c=4000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.45. CONCRETE FOR FOUNDATION WALLS AND FOOTINGS: NORMAL WEIGHT, F'c=3000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.50. CONCRETE FOR SLABS-ON-GRADE: NORMAL WEIGHT, F'c=4000 PSI WITH A MAXIMUM WATER/CEMENT RATIO=0.45. COMPACT THE EXISTING SUBGRADE BENEATH ISOLATED AND SPREAD FOOTINGS WITH 3 PASSES OF A VIBRATING PLATE COMPACTOR AND PRIOR TO CONCRETE PLACEMENT. COMPACT IN ACCORDANCE WITH THE SPECIFICATIONS. FOOTINGS SHALL NOT BE PLACED ON FROZEN SUBGRADE. PROTECT FOOTING SUBGRADE FROM FREEZING PRIOR TO, DURING, AND POST FOOTING INSTALLATION UNTIL THE PROPER FROST PROTECTION IS PROVIDED VIA BACKFILL AND COMPACTION. DEFORMED REINFORCING BARS: ASTM A615/A615M (GRADE 60). WELDED WIRE FABRIC: ASTM A1064 (PLAIN), ASTM A1060 (GALVANIZED), ASTM A884 (EPOXY COATED). PROVIDE AS INDICATED. LAP SPLICE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 301/ACI 318. LAP BARS AS INDICATED IN THE LAP SPLICE SCHEDULE ON SHEET S-002. WELDING OF STEEL REINFORCEMENT IS NOT PERMITTED. MINIMUM REINFORCING STEEL COVER: FOOTINGS 3", WALLS 2", UNLESS INDICATED OTHERWISE. SUPPORT STEEL REINFORCEMENT AND WELDED WIRE FABRIC BY APPROVED MATERIALS. SECURE ANCHOR RODS IN PLACE PRIOR TO PLACING CONCRETE. INCORRECTLY LOCATED OR OUT OF PLUMB ANCHORS MUST BE REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. REPLACEMENT METHODS SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER. CURE CONCRETE AS SPECIFIED. CONCRETE NOT CURED WILL NOT BE ACCEPTED. NONSHRINK GROUT: ASTM C1107, NONMETALLIC. BONDING ADHESIVE: ASTM C1059. EPOXY GROUT: ASTM C881, TYPE IV OR V. EPOXY ADHESIVE: ASTM C881, TYPE I. CONCRETE SLAB FINISH:

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AutoCAD SHX Text %%uMASONRY

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AutoCAD SHX Text CONFORM TO TMS 402/602-16. CONCRETE MASONRY UNITS ASTM C90, TYPE 1, NORMAL WEIGHT. MORTAR: ASTM C270. GROUT: ASTM C476 FINE. DEFORMED REINFORCEMENT: ASTM A615/A615M, GRADE 60. CONCRETE MASONRY ASSEMBLIES TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: F'm = 2500 PSI. SUBMIT SPECIFIED PRE-CONSTRUCTION TESTS TO THE CONTRACTING OFFICER PRIOR TO STARTING MASONRY CONSTRUCTION. DO NOT CONSTRUCT MASONRY WITHOUT THE REQUIRED PRE-CONSTRUCTION TESTING BEING PERFORMED. MASONRY CONSTRUCTED WITHOUT THE REQUIRED PRE-CONSTRUCTION TESTING WILL NOT BE ACCEPTED. PERFORM DAILY MASONRY INSPECTIONS AS SPECIFIED. SUBMIT DAILY MASONRY INSPECTION REPORTS TO THE OWNER WITHIN 24 HOURS AFTER DAY OF INSPECTION. MASONRY CONSTRUCTED WITHOUT THE COMPLETION OF DAILY MASONRY INSPECTIONS WILL NOT BE ACCEPTED AND WILL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. REINFORCE CONCRETE MASONRY WALLS AS INDICATED WITH ALL CELLS GROUTED SOLID. DO NOT MAKE HOLES OR PENETRATIONS THROUGH CMU BOND BEAMS. LAP SPLICE REINFORCING AS INDICATED ON FOUNDATION DETAILS AND MASONRY WALL ELEVATION SHEETS.

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LAMINATED T&G ROOF DECK:

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MODULUS OF ELASTICITY E = 1,800,000 PSI

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DESIGN WEIGHT = 6 PSF

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MILTON, DELAWARE

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STRUCTURAL NOTES

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DNM

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ABOVE UNLESS NOTED OTHERWISE.

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LAP SPLICE LENGTH SHALL BE AS SHOWN

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MINIMUM LAP LENGTH

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BAR SIZE

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LAP SPLICE SCHEDULE

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REINFORCING STEEL

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text FIELD VERIFY DIMENSIONS AND ELEVATIONS OF STRUCTURAL STEEL AND WOOD MEMBERS PRIOR TO FABRICATION OF ANY MEMBERS. REPORT DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO FABRICATION OF MEMBERS. PROVIDE TEMPORARY SUPPORT OF FRAMING DURING CONSTRUCTION TO PREVENT FAILURE AND DAMAGE. COORDINATE THE LOCATION OF CONCRETE, MASONRY AND WOOD MEMBERS WITH ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, FIRE PROTECTION, SECURITY, COMMUNICATIONS, AND ELECTRICAL PLANS AND DETAILS. ALL REQUIRED TESTS AND INSPECTIONS ARE TO BE COMPLETED AND SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO ACCEPTANCE OF COMPLETED WORK. ANY MATERIAL PLACED WITHOUT THE REQUIRED CONTRACTOR QUALITY CONTROL TESTS OR REQUIRED INSPECTIONS BEING PERFORMED WILL NOT BE ACCEPTED. CONSTRUCTION IS SUBJECT TO SPECIAL INSPECTIONS BY THE CONTRACTING OFFICER IN ACCORDANCE WITH CHAPTER 17 OF IBC 2018. THE CONTRACTOR WILL BE NOTIFIED OF DEFICIENCIES. NOTIFY THE CONTRACTING OFFICER AFTER DEFICIENCIES HAVE BEEN CORRECTED. NO DEVIATIONS IN CONTRACT DRAWINGS ARE PERMITTED. REFER TO CIVIL DRAWINGS REGARDING INFORMATION AND LIMITATIONS PERTINENT TO SITE SUBSURFACE SOIL CONDITIONS.

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FND

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FOUNDATION

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CONCRETE COMPRESSIVE STRENGTH

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EQUAL

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EXP

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EACH WAY

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EXPANSION

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ELEV

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ELEVATION, ELEVATOR

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EACH

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EXTERIOR

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EXT

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MFR

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MANUFACTURER

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COL

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DIA

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DWG

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CONN

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CONT

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CONC

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CONTINUOUS

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DIAMETER

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DRAWING

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CONTROL JOINT

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CENTERLINE

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CONNECTION

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CONCRETE

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COLUMN

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WITH

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TOP OF WALL ELEVATION

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VERTICAL

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TOP OF STEEL

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TYPICAL

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TYP

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VERT

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TOS

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TWE

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STEEL

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POUNDS PER SQUARE INCH

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POUNDS PER SQUARE FOOT

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NUMBER

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ON CENTER

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SIMILAR

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REINFORCED

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MINIMUM

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POUNDS PER CUBIC FOOT

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SIM

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STL

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PSI

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PSF

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REINF

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#, NO

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PCF

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MIN

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AMERICAN WELDING SOCIETY

AutoCAD SHX Text %%uSTRUCTURAL ABBREVIATIONS:

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AMERICAN SOCIETY FOR TESTING

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AMERICAN CONCRETE INSTITUTE

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AMERICAN SOCIETY OF CIVIL ENGINEERS

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BOTTOM OF FOOTING ELEVATION

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ACI

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AWS

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ASTM

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ASCE

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ALT

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BFE

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BLDG

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AND MATERIALS

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BUILDING

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PLUS OR MINUS

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ALTERNATE

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ANGLE

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INCH

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KIPS PER SQUARE INCH

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YIELD STRESS

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GALVANIZED

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HORIZONTAL

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GAUGE

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FOOTING

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INSULATION

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POUNDS

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MAXIMUM

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MECHANICAL

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MAX

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MECH

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KSI

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LBS

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INSUL

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GALV

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HORIZ

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FTG

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REQ'D

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REQUIRED

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WEIGHT

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LIGHT

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WWF

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WELDED WIRE FABRIC

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IBC

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INTERNATIONAL BUILDING CODE

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LONG WAY

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ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

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%%UDESIGN SOIL BEARING PRESSURE = 3000 PSF

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WIND LOAD RISK CATEGORY = II

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BASIC WIND SPEED = 118 MPH

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%%UWIND LOAD ASCE 7-16/IBC 2018

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MAIN WIND FORCE RESISTING SYSTEM = 30 PSF

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WIND EXPOSURE = EXPOSURE C

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SEISMIC DESIGN CATEGORY = A

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%%USEISMIC DESIGN DATA ASCE 7-16/IBC 2018

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WIND DESIGN PRESSURE - WALLS:

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SITE CLASS = D

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ONE SECOND SPECTRAL RESPONSE ACCELERATION (S ) = 0.038

AutoCAD SHX Text SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (Ss) = 0.107

AutoCAD SHX Text GROUND SNOW LOAD (Pg) = 20 PSF

AutoCAD SHX Text SNOW LOAD THERMAL FACTOR (Ct) = 1.0

AutoCAD SHX Text SNOW EXPOSURE FACTOR (Ce) = 1.0

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%%UROOF SNOW LOAD (ROOF LIVE LOAD) ASCE 7-16/IBC 2018

AutoCAD SHX Text SNOW LOAD ROOF SLOPE FACTOR (Cs) = 1.0

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FLOOR LIVE LOAD = 100 PSF

AutoCAD SHX Text %%uBUILDING DESIGN LOADS

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SEISMIC IMPORTANCE FACTOR = 1.0

AutoCAD SHX Text BALANCED ROOF SNOW LOAD (Pf) = 20 PSF

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SNOW LOAD IMPORTANCE FACTOR (I) = 1.0

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%%UBASIC STRUCTURAL SYSTEM

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LIGHT FRAME SHEAR WALL (BEARING WALL) WOOD STRUCTURAL

AutoCAD SHX Text DEFLECTION AMPLIFICATION FACTOR (Cd) = 4.00

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RESPONSE MODIFICATION COEFFICIENT (R) = 6.00

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STAINLESS STEEL

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HEIGHT

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HGT

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OPENING

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OPNG

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SHORT WAY

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LONG POINT

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KIPS

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EXIST

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EXISTING

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EQUIP

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EQUIPMENT

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ELEC

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ELECTRICAL

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CLG

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CEILING

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ARCHITECTURAL

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ARCH

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ABOVE FINISH FLOOR

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AFF

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ROOF LIVE LOAD = 20 PSF

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BUILDING TYPE = "ENCLOSED"

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TOTAL BASE SHEAR = 1.5 KIPS

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INCREASE SPLICE LENGTH BY 1.3 FACTOR

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FOR HORIZONTAL REINFORCEMENT WITH

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MORE THAN 12" OF FRESH CONRETE

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CAST BELOW.

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RCSC

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RESEARCH COUNCIL ON

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STRUCTURAL CONNECTIONS

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ROOF DEAD LOAD:

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TOP CHORD = 14 PSF + SELF WEIGHT

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BOTTOM CHORD = 12 PSF + SELF WEIGHT

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PANELS RATED FOR SHEAR RESISTANCE

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WOOD: COMPONENTS AND CLADDING:

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ZONE 4 = 31/-34 PSF

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ZONE 5 = 31/-37 PSF

AutoCAD SHX Text WHERE a = 4'-0"

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SHORT LEG VERTICAL

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SLV

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LONG LEG VERTICAL

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LLV

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SEE SHEETS S-003 FOR ROOF COMPONENT

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AND CLADDING PRESSURES

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MILTON, DELAWARE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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VISITOR CONTACT STATION

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BY:

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DATE:

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REVISIONS:

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NO.

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PRIME HOOK NATIONAL WILDLIFE REFUGE

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5R-DEL-630-14.0

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GENERAL NOTES, DESIGN LOADS

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AND ABBREVIATIONS

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DNM

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MJC

ZONE 1 AND 2e - INTERIOR ZONE = +16 PSF, -40 PSF

AutoCAD SHX Text ZONE 2n, 2r, AND 3r - END ZONE = +16 PSF, -50 PSF

AutoCAD SHX Text ZONE 3e - CORNER ZONE = +16 PSF, -60 PSF

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OVERHANG ZONE = +16 PSF, -80 PSF

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MILTON, DELAWARE

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SHEET

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D…

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File details come from the government source that posted it. Updated Jul 28, 2023.