attachment_1_RFB DNCR CAP-2131.pdf

PDF 7 MB Posted Jun 27, 2024

Attached to: White Lake Area 1 Toilet Building Renovations, White Lake State Park, Tamworth NH
Solicitation number: RFB DNCR CAP-2131
Issued by: Carroll County, New Hampshire

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Written by GovTribe AI · Jun 27, 2024

This document is a set of construction drawings and specifications for renovations to the Area 1 Toilet Building at White Lake State Park in Tamworth, New Hampshire, managed by the New Hampshire Department of Natural and Cultural Resources. The project scope includes additions and renovations to the existing toilet building, including a new septic system and site improvements like a new asphalt walkway and gravel driveway. The code analysis indicates the building is classified as a Business (B) occupancy, and the construction is Type 5B. The building area is increasing from 523 SF to 971 SF total. The design occupant load is 14 people. The project includes new plumbing, mechanical, electrical, and structural systems as detailed in the drawings and specifications.

The construction documents provide comprehensive technical details for the building systems, materials, and methods. Pricing terms, funding sources, and incumbent contractors are not specified. However, the drawings indicate the project is subject to prevailing wage requirements and must comply with all applicable federal, state, and local regulations.

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COVER SHEET & NOTES

CIVIL

C1.01 SITE PLAN AND DETAILS

- TOILET BUILDING #1 PIPE & STONE SEPTIC SYSTEM DESIGN

STRUCTURAL

S1.01 FOUNDATION AND FRAMING PLANS

S2.01 FOUNDATION DETAILS

S2.02 FRAMING DETAILS

ARCHITECTURAL

A0.01 LEGEND, ABBREVIATIONS, PARTITION TYPES AND SCHEDULES

A0.02 TOILET FIXTURE AND ACCESSORY SCHEDULES

A1.01 FLOOR PLANS

A2.01 EXTERIOR ELEVATIONS

A3.01 BUILDING SECTIONS

A4.01 WALL SECTIONS

A4.02 WALL SECTIONS

A5.01 DETAILS

A5.02 DETAILS

A6.01 INTERIOR ELEVATIONS

MECHANICAL, ELECTRICAL & PLUMBING

M1.01 MECHANICAL & ELECTRICAL PLANS

P1.01 PLUMBING PLANS

PROJECT #: CAP 2131

STATE OF NEW HAMPSHIRE

DEPARTMENT OF NATURAL AND CULTURAL RESOURCES

DRAWING LIST:

1. WORK SHALL BE PERFORMED ACCORDING TO ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND

OSHA REQUIREMENTS.

2. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE CONSTRUCTION DOCUMENTS AND ANY EXISTING CONDITIONS. THIS IS TO PROVIDE AN OPPORTUNITY TO CLARIFY ANY QUESTIONS

PRIOR TO THE START OF CONSTRUCTION.

3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ACCESS TO THE SITE, AND ANY SPECIFIC

OWNER REQUIREMENTS AND PROCEDURES FOR ACCESSING THE SITE.

4. ALL DIMENSIONS ARE TO THE FACE OF MASONRY/CONCRETE OR FACE OF STUD, UNLESS NOTED OTHERWISE.

5. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. ANY DISCREPANCY BETWEEN ANTICIPATED AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO PROCEEDING WITH THE WORK.

6. ALL EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING SERVICES IN AREAS WITHOUT CEILING OR WALL FINISHES SHALL BE CAREFULLY COORDINATED AND INSTALLED TO PROVIDE A NEAT AND ORDERLY APPEARANCE. SERVICES SHALL BE RUN IN STRAIGHT LINES PARALLEL AND PERPENDICULAR TO THE EXPOSED STRUCTURE. ALL SERVICES

SHALL BE RUN WITHIN OR BETWEEN EXPOSED STRUCTURE TO THE EXTENT POSSIBLE.

7. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. THE CONTRACTOR SHALL RECORD, IN RED, ON THE DRAWINGS ALL FIELD CHANGES MADE TO THE CONSTRUCTION SET.

THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT ONE SET OF AS-BUILT DRAWINGS AT THE END

OF THE PROJECT INDICATING ALL CHANGES MADE.

8. PATCH TO MATCH ALL EXISTING MATERIALS THAT ARE DAMAGED, DISTURBED OR OTHERWISE AFFECTED BY REMOVAL OF EXISTING BUILDING ELEMENTS, RELOCATION OF EXISTING MATERIALS, OR CAUSED BY ANY PROCESS

OF THE NEW CONSTRUCTION UNDER THIS CONTRACT. FINISH TO MATCH ADJACENT SURFACES.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CUTTING AND PATCHING REQUIRED FOR

TRADES THAT ARE REQUIRED BY THE SCOPE OF WORK.

10. FURNISH AND INSTALL ALL TEMPORARY FENCING OR OTHER SAFETY FEATURES REQUIRED TO PROTECT THE

PUBLIC, EXISTING BUILDING AND NEW WORK.

NOTES:

ARCHITECT:

SCOTT CORUTH

DEPARTMENT OF NATURAL AND CULTURAL RESOURCES

172 PEMBROKE ROAD

CONCORD, NH 03301

PROJECT TEAM:

DIVISION OF PARKS AND RECREATION

AREA 1 TOILET BUILDING RENOVATIONS

WHITE LAKE STATE PARK

TAMWORTH, NEW HAMPSHIRE

CODE SUMMARY:

BUILDING CODE SUMMARY

1. CODE ANALYSIS BASED ON INTERNATIONAL BUILDING CODE 2015 EDITION AND NFPA 101 LIFE SAFETY CODE 2015 EDITION.

2. PROJECT DESCRIPTION: ADDITIONS AND RENOVATIONS TO THE AREA 1 TOILET BUILDING. THE USE AND OCCUPANCY OF THE EXISTING STRUCTURE

REMAINS UNCHANGED.

3. THE BUILDING IS NOT SPRINKLED.

4. USE AND OCCUPANCY CLASSIFICATION: (B) BUSINESS (NOTE: ASSESSED AS NEAREST EQUIVALENT USE AND HAZARD PER AGREEMENT WITH THE STATE

FIRE MARSHALS OFFICE).

5. CONSTRUCTION TYPE: 5B.

6. BUILDING HEIGHTS & AREAS:

TABULAR AREA & HEIGHT: 9,000 SF/STORY, 2-STORY (40')

7. GENERAL BUILDING AREAS:

EXISTING: 523 GROSS SF

ADDITIONS: 448 GROSS SF

TOTAL - 971 GROSS SF

8. OCCUPANT LOAD: 971 SF @ 100 25/PERSON = 9.71

DESIGN OCCUPANT LOAD BASED ON ACTUAL LOAD OF 14

9. FIRE EXTINGUISHERS AND CABINETS SHALL BE PROVIDED AS SHOWN AND IN ACCORDANCE WITH NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS AND THE LOCAL FIRE DEPARTMENT. (SEE FLOOR PLANS FOR ADDITIONAL INFO.)

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CONSTRUCTION DOCUMENTS

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ASPHALT SIDEWALK

STONE DRIP EDGE

C1.01

TIL

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OAK OR MAPLE

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WATER SHUTOFF

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SEWER MANHOLE

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UTILITY POLE

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WHITE PINE

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BOULDER/ROCK OUTCROP

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%%ULEGEND

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OVERHEAD ELECTRIC LINE

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SEWER LINE

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WATER LINE

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UNDERGROUND ELECTRIC LINE

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AutoCAD SHX Text DEMOLITION NOTES 1. REMOVE EXISTING SEPTIC TANKS COMPLETE. REMOVE EXISTING SEPTIC TANKS COMPLETE. 2. REMOVE EXISTING PAVED WALK. REMOVE EXISTING PAVED WALK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION. 4. PROVIDE CLEARING AND GRUBBING AROUND BUILDING AS PROVIDE CLEARING AND GRUBBING AROUND BUILDING AS REQUIRED FOR THE INSTALLATION OF ALL NEW WORK. 5. REMOVE EXISTING WATER VALVE BOXES. REMOVE EXISTING WATER VALVE BOXES. 6. REMOVE PORTION OF EXISTING WATER LINE. PREP FOR REMOVE PORTION OF EXISTING WATER LINE. PREP FOR NEW LINE.

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AutoCAD SHX Text KEY NOTES 1. 1000 GALLON PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE 1000 GALLON PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE GALLON PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE GALLON PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE TANK ON COMPACTED GRAVEL PAD. GRADE TANK ON COMPACTED GRAVEL PAD. GRADE ON COMPACTED GRAVEL PAD. GRADE ON COMPACTED GRAVEL PAD. GRADE COMPACTED GRAVEL PAD. GRADE COMPACTED GRAVEL PAD. GRADE GRAVEL PAD. GRADE GRAVEL PAD. GRADE PAD. GRADE PAD. GRADE GRADE GRADE GRADE AND LEVEL AS REQUIRED. COORDINATE WITH PROPANE COMPANY. 2. PRECAST PUMP STATION. SEE SEPTIC PLAN FOR ADDITIONAL PRECAST PUMP STATION. SEE SEPTIC PLAN FOR ADDITIONAL PUMP STATION. SEE SEPTIC PLAN FOR ADDITIONAL PUMP STATION. SEE SEPTIC PLAN FOR ADDITIONAL STATION. SEE SEPTIC PLAN FOR ADDITIONAL STATION. SEE SEPTIC PLAN FOR ADDITIONAL SEE SEPTIC PLAN FOR ADDITIONAL SEE SEPTIC PLAN FOR ADDITIONAL SEPTIC PLAN FOR ADDITIONAL SEPTIC PLAN FOR ADDITIONAL PLAN FOR ADDITIONAL PLAN FOR ADDITIONAL FOR ADDITIONAL FOR ADDITIONAL ADDITIONAL ADDITIONAL INFORMATION. SEE DETAIL. 3. SEPTIC TANKS. SEE SEPTIC PLAN FOR ADDITIONAL INFORMATION. SEPTIC TANKS. SEE SEPTIC PLAN FOR ADDITIONAL INFORMATION. 4. CRUSHED STONE DRIP EDGE TYPICAL. SEE DETAIL. CRUSHED STONE DRIP EDGE TYPICAL. SEE DETAIL. 5. VERIFY LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE VERIFY LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE ELECTRICAL MAIN IN FIELD. PROVIDE ELECTRICAL MAIN IN FIELD. PROVIDE MAIN IN FIELD. PROVIDE MAIN IN FIELD. PROVIDE IN FIELD. PROVIDE IN FIELD. PROVIDE FIELD. PROVIDE FIELD. PROVIDE PROVIDE PROVIDE PROVIDE NEW 2" DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW 2" DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW 2" DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW CONDUIT WHERE LINE RUNS UNDER NEW CONDUIT WHERE LINE RUNS UNDER NEW WHERE LINE RUNS UNDER NEW WHERE LINE RUNS UNDER NEW LINE RUNS UNDER NEW LINE RUNS UNDER NEW RUNS UNDER NEW RUNS UNDER NEW UNDER NEW UNDER NEW NEW NEW FOUNDATIONS AND RE-FEED MAIN. 6. ASPHALT PAVING SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND ASPHALT PAVING SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND PAVING SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND PAVING SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND SEE DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND DETAIL. MAINTAIN MAX SLOPE OF 1:20 AND MAINTAIN MAX SLOPE OF 1:20 AND MAINTAIN MAX SLOPE OF 1:20 AND MAINTAIN MAX SLOPE OF 1:20 AND MAX SLOPE OF 1:20 AND MAX SLOPE OF 1:20 AND SLOPE OF 1:20 AND SLOPE OF 1:20 AND OF 1:20 AND OF 1:20 AND 1:20 AND 1:20 AND AND AND CROSS SLOPE OF 1:48. 7. NEW SEPTIC FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL NEW SEPTIC FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEPTIC FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEPTIC FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL FIELD. SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEE SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEPTIC PLAN AND DETAILS FOR ADDITIONAL SEPTIC PLAN AND DETAILS FOR ADDITIONAL PLAN AND DETAILS FOR ADDITIONAL PLAN AND DETAILS FOR ADDITIONAL AND DETAILS FOR ADDITIONAL AND DETAILS FOR ADDITIONAL DETAILS FOR ADDITIONAL DETAILS FOR ADDITIONAL FOR ADDITIONAL FOR ADDITIONAL ADDITIONAL ADDITIONAL INFORMATION. 8. CUT BACK EXISTING OPEN WATER LINE AND CAP INSIDE NEW DRAIN PIT.CUT BACK EXISTING OPEN WATER LINE AND CAP INSIDE NEW DRAIN PIT.

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LOCATION OF ALL UNDERGROUND UTILITIES

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SHOULD BE CONSIDERED VERY APPROXIMATE.

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DIGSAFE OR OTHER UNDERGROUND UTILITY CONTRACTOR

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SHOULD BE CONTACTED PRIOR TO ANY EXCAVATION ON SITE

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TRUE

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MAGNETIC

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GRAVEL "CAMP ROAD"

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PAVED "CAMP LOOP ROAD"

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GRAVEL WAY

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PATH

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WATER SPIGOT & VALVE BOX

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E.O. GRAVEL

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PAVED "CAMP LOOP ROAD"

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SEPTIC FIELD

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DRAIN PIT & VALVE BOX (SEE DETAIL)

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FFE=102.1'

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FFE=101.0'

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TIE TO EXIST WATER (VFY LOCATION IN FIELD)

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PAVED WALK

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TYP.

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2"C TO SEWER PUMP

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1"C TO ALARM

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MAGNETIC

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TIE TO EXIST WATER

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APX. LOCATION OF EXIST. ELEC. (V.I.F.)

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PUMP

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INLET PIPING

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DISCHARGE PIPING

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PRECAST PUMP CHAMBER

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MANHOLE FRAME AND COVER

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S.S. LIFT CHAIN

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S.S. FLOAT RACK & FLOATS

AutoCAD SHX Text NOTES: 1. PUMP CHAMBER: 1000 GALLON PRECAST TANK PER SEPTIC PLAN. PROVIDE RISER AND CAST IRON MANHOLE FRAME AND PUMP CHAMBER: 1000 GALLON PRECAST TANK PER SEPTIC PLAN. PROVIDE RISER AND CAST IRON MANHOLE FRAME AND COVER WITH DIAMOND TOP NON-SKID SURFACE AND MARKED "SEWER" IN 3" HIGH LETTERING. 2. PUMP: ZOELLER MODEL 53, 1/3 HP SUBMERSIBLE PUMP. PUMPS & FLOATS TO BE PROVIDED WITH EXTRA LONG CHORDS. PUMP: ZOELLER MODEL 53, 1/3 HP SUBMERSIBLE PUMP. PUMPS & FLOATS TO BE PROVIDED WITH EXTRA LONG CHORDS. COORDINATE WITH SEPTIC PLAN. 3. PUMP PIPING TO BE SCHEDULE 80 PVC. PROVIDE UNION FOR EASY REMOVAL. PUMP PIPING TO BE SCHEDULE 80 PVC. PROVIDE UNION FOR EASY REMOVAL. 4. ALL WIRING TO BE UNDERGROUND QUALITY AND SIZED FOR DISTANCE OF TRAVEL BY AN ELECTRICIAN FOR THE PUMP SPECIFIED. ALL WIRING TO BE UNDERGROUND QUALITY AND SIZED FOR DISTANCE OF TRAVEL BY AN ELECTRICIAN FOR THE PUMP SPECIFIED. PUMP ON/OFF CONTROL SWITCHES TO BE ADJUSTABLE MERCURY FLOATS (DOUBLE FLOATS ONLY) AS MANUFACTURED BY SJ ELECTRIC. CONTROL PANEL WITH WARNING LIGHT SHALL BE SJ ELECTRIC TANK ALERT, NEMA 1 OR EQUIVALENT. COORDINATE LOCATION WITH ARCHITECT IN FIELD. 5. COORDINATE FLOAT MOUNTING HEIGHTS WITH SEPTIC PLAN FOR PROPER OPERATION.COORDINATE FLOAT MOUNTING HEIGHTS WITH SEPTIC PLAN FOR PROPER OPERATION.

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TO ALARM & CONNECTION BOX

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PUMP CHAMBER DETAIL

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MANHOLE FRAME AND COVER

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GRADE

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DRAIN PIT & VALVE BOX DETAIL

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TEST

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OFF

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PUSH

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TEST

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DRAIN

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OUT

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EXIST. 2" WATER SUPPLY (V.I.F.)

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NEW 2" WATER SUPPLY TO BATHHOUSE

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1 " WATER SUPPLY 12" WATER SUPPLY TO FAUCET

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SHUT-OFF VALVE

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DRAIN VALVE

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34" CRUSHED STONE

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GEOTEXTILE FABRIC

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FIRM NATIVE SOIL

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PRECAST CONC WELL TILE

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1" BITUMINOUS BINDER COURSE, " MAX. 12" MAX. AGGREGATE SIZE. (NHDOT TABLE 608-1)

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6" COMPACTED CRUSHED GRAVEL BASE COURSE. (NHDOT ITEM 304.3)

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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6" PREPARED LOAM WITH SEED (TOPSOIL TO HAVE MIN. 10% ORGANIC CONTENT)

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NON-WOVEN GEOTEXTILE SEPARATION FABRIC

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12" THICK CRUSHED STONE, " MAX. 34" MAX. AGGREGATE SIZE (NHDOT ITEM 304.5)

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TYP. SURFACE PREPARATIONS

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ROOF EDGE

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SDC

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DRAWN BY:

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SCALE:

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DATE:

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AutoCAD SHX Text 6/17/2024

AutoCAD SHX Text COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION

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REVISED:

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PROJECT INFORMATION:

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SHEET INFORMATION:

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CAP 2131

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PROJECT #:

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WHT11

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BUILDING #:

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BUILDING NAME:

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EXISTING SITE PLAN

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SITE PLAN

REVIEWED AND APPROVED

IN ACCORDANCE WITH THE

REQUIREMENTS OF THE

NH DEPT OF ENVIRONMENTAL SERVICES

WATER DIVISION

Date: 3/28/2024

#eCA2024032828

FOUNDATION NOTES: ROOF FRAMING NOTES:

(@ ALL PLYWD

EDGES)

15/32" PLYWOODTYPE: 1 3/8"(b) 8d 4" 12" 5/8"Ø @ 32" O.C. 16d @ 4"

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(APA RATED)

MARK

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SILL PLATE TOEDGE NAIL

SPACING

MINIMUM NAIL

PENETRATION SIZE

NAIL

(a)

FIELD NAIL

SPACING CONC ANCHOR

TYPICAL SHEAR WALL SCHEDULE

(c)

(a) FASTENERS SHALL BE COMMON WIRE OR GALVANIZED BOX AT PLYWOOD SHEAR WALLS. SIMPSONS "WSNTL" WOOD

SCREWS MAY BE USED IN LIEU OF NAILS BY APPROVAL OF ARCHITECT.

(b) ALL EDGES ARE BLOCKED AND EDGE NAILING IS PROVIDED AT ALL SUPPORTS AND PANEL EDGES.

STRUCTURAL LOADS:

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FIN. FL. = 102'-0"

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FIN. FL. = 102'-0"

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T.O. WALL = 102'-4"± (V.I.F.)

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MATCH EXIST B.O. FTG

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T.O. WALL = 102'-4" (TYP.)

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T.O. WALL = 101'-4" (TYP)

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AutoCAD SHX Text 4" CONCRETE SLAB-ON-GRADE W/6x6-W1.4XW1.4 W.W.F. OVER 8" COMPACTED CRUSHED STONE OVER COMPACTED STRUCTURAL FILL OR FIRM NATIVE SOIL. TOP OF SLAB ELEV = 101'-6"± (COORD.W/FINAL GRADING)

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T.O. PIER = 102'-0"

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T.O. PIER = 102'-0"

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T.O. PIER = 102'-6" (TYP)

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EXIST DBL RAFTER

AutoCAD SHX Text EXIST 2x8 RAFTERS @ 16" O.C.

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1. ALL DIMENSIONS & ELEVATIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ALL DIMENSIONS & ELEVATIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. BOTTOM OF FOOTING ELEVATION ARE BASED ON AVAILABLE INFORMATION AND MUST BE COORDINATED BASED ON FINAL BOTTOM OF FOOTING ELEVATION ARE BASED ON AVAILABLE INFORMATION AND MUST BE COORDINATED BASED ON FINAL GRADING & ACTUAL SITE CONDITIONS TO BE NOT LESS THAN 5'-0" BELOW FINISH GRADE FOR FROST PROTECTION OR ON SUITABLE MATERIAL WHICHEVER IS DEEPER. PROVIDE MIN. 8" OF CRUSHED STONE BELOW ALL FOOTINGS.

AutoCAD SHX Text

1. ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE 2x4 @ 16" O.C. (ALL ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE 2x4 @ 16" O.C. (ALL OTHER WALLS ARE NON-BEARING). 2. PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS BETWEEN AT ALL PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS BETWEEN AT ALL UNSUPPORTED PANEL EDGES. W/ 8d NAILS @ 6" O.C. (UNLESS OTHERWISE NOTED). 3. ALL EXTERIOR HEADERS TO BE 3-2x8 WITH PLYWOOD FILLER U.O.N W/2 JACK STUDS AND 1 KING STUD MINIMUM. ALL ALL EXTERIOR HEADERS TO BE 3-2x8 WITH PLYWOOD FILLER U.O.N W/2 JACK STUDS AND 1 KING STUD MINIMUM. ALL INTERIOR HEADERS TO BE 2-2x8 U.O.N W/1 JACK STUD AND 1 KING STUD MINIMUM. 4. NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE ARCHITECT. 5. ALL POSTS TO BE A MINIMUM OF 2-2x6. UNLESS OTHERWISE NOTED ON PLANS. ALL POSTS TO BE A MINIMUM OF 2-2x6. UNLESS OTHERWISE NOTED ON PLANS. 6. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. 7. OR DENOTES SIMPSON "LSTA36" HORIZONTAL STRAP U.O.N. OR DENOTES SIMPSON "LSTA36" HORIZONTAL STRAP U.O.N. 8. DENOTES A SHEAR WALL. SEE SHEAR WALL SCHEDULE FOR INFORMATION. ALL EXTERIOR WALLS ARE TYPE 1 SHEAR WALLS U.O.N ON DRAWINGS. 9. INDICATES WOOD STUD BEARING OR SHEAR WALLS INDICATES WOOD STUD BEARING OR SHEAR WALLS

AutoCAD SHX Text

CJ (TYP)

AutoCAD SHX Text

"LPCZ" EA. SIDE (TYP)

AutoCAD SHX Text

1. RISK CATEGORY: II RISK CATEGORY: II II 2. LIVE LOADS: LIVE LOADS: - FLOORS 50 PSF 50 PSF 3. SNOW LOADS: LOCATED IN TAMWORTH, NH @ ELEVATION 1000' SNOW LOADS: LOCATED IN TAMWORTH, NH @ ELEVATION 1000'±- GROUND SNOW LOAD 85 PSF 85 PSF - EXPOSURE PARTIAL EXPOSURE: 1.0 PARTIAL EXPOSURE: 1.0 - TERRAIN B: URBAN/SUBURBAN B: URBAN/SUBURBAN - THERMAL FACTOR NORMAL: 1.0 NORMAL: 1.0 - IMPORTANCE FACTOR II = NORMAL: 1.0 II = NORMAL: 1.0 - ROOF SNOW LOAD 59.5 PSF 59.5 PSF 4. WIND LOADS WIND LOADS - ULTIMATE WIND SPEED V 120 MPH (3 SEC. GUST) ult120 MPH (3 SEC. GUST) - NOMINAL WIND SPEED V 93 asd93 - SURFACE ROUGHNESS B B - EXPOSURE CATEGORY B B 5. SEISMIC DESIGN CATEGORY: B SEISMIC DESIGN CATEGORY: B B

AutoCAD SHX Text

EXIST. FOUNDATION WALL & FOOTING

AutoCAD SHX Text

PITCH 1/4"

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PER FT MAX.

AutoCAD SHX Text

PITCH SLAB TO DRAINS (TYP)

AutoCAD SHX Text S2.01

AutoCAD SHX Text

AutoCAD SHX Text S2.01

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AutoCAD SHX Text S2.01

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AutoCAD SHX Text S2.01

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AutoCAD SHX Text S2.01

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 8x8 TIMBER BEAM

AutoCAD SHX Text 2x10 RIDGE BOARD

AutoCAD SHX Text 5-2x4 POST

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text S2.02

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text DBL 2x HDR

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text DBL 2x HDR

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text DBL 2x HDR

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text

SISTER NEW RAFTER TO EXIST

AutoCAD SHX Text DBL 2x HDR

AutoCAD SHX Text

TYP.

AutoCAD SHX Text DBL 2x HDR

AutoCAD SHX Text

DBL RAFTERS

AutoCAD SHX Text

DBL RAFTERS

AutoCAD SHX Text

DBL RAFTERS

AutoCAD SHX Text

DBL RAFTERS

AutoCAD SHX Text 2x8 RAFTERS @ 16" O.C.

AutoCAD SHX Text 2x8 TIES @ 16" O.C.

AutoCAD SHX Text 2-2x10 BEAM

AutoCAD SHX Text 2-2x10 RIDGE BEAM

AutoCAD SHX Text 4x4 POST W/"BC" CAP

AutoCAD SHX Text 2-2x4 POST

AutoCAD SHX Text 8x8 TIMBER BEAM

AutoCAD SHX Text 8x8 TIMBER BEAM (LOW)

AutoCAD SHX Text 8x8 TIMBER BEAM

AutoCAD SHX Text

TIMBER FRAME (SEE ELEVATION)

AutoCAD SHX Text 8x8 TIMBER COL (TYP)

AutoCAD SHX Text S2.02

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AutoCAD SHX Text S2.02

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AutoCAD SHX Text S2.02

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AutoCAD SHX Text S2.02

AutoCAD SHX Text

TYP

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text 5-2x6 POST (TYP)

AutoCAD SHX Text S2.02

AutoCAD SHX Text

AutoCAD SHX Text 2x8 RAFTER EA. SIDE OF COL (TYP)

AutoCAD SHX Text 8x8 TIMBER BEAM (LOW)

AutoCAD SHX Text S2.02

AutoCAD SHX Text

TYP

AutoCAD SHX Text 2-2x4 POST

AutoCAD SHX Text EXIST 2x10 RIDGE BOARD

AutoCAD SHX Text

EXIST POST ABOVE PLATE (TYP)

AutoCAD SHX Text CONC. PAD (48"x48")

AutoCAD SHX Text S2.02

AutoCAD SHX Text

SIM.

AutoCAD SHX Text 2x8 RAFTERS @ 16" O.C.

AutoCAD SHX Text 4x12 DFL BEAM (BELOW)

AutoCAD SHX Text 4x12 DFL BRACE

AutoCAD SHX Text 4x12 DFL BEAM (BELOW)

AutoCAD SHX Text 4x12 DFL BRACE

AutoCAD SHX Text 4x4 DFL POST (TYP)

AutoCAD SHX Text

T.O. WALL = 101'-4" (V.I.F.)WALL = 101'-4"± (V.I.F.)

AutoCAD SHX Text

T.O. WALL = 101'-4" (V.I.F.)WALL = 101'-4"± (V.I.F.)

AutoCAD SHX Text

ELEV. = 102'-0"

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text S2.01

AutoCAD SHX Text

CONC. RAMP (TYP)

AutoCAD SHX Text 4x4 DF/L W/"CPTZ" BASE

AutoCAD SHX Text

SDC

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

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DATE:

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 6/17/2024

AutoCAD SHX Text

REVISED:

AutoCAD SHX Text

PROJECT INFORMATION:

AutoCAD SHX Text

SHEET INFORMATION:

AutoCAD SHX Text

CAP 2131

AutoCAD SHX Text

PROJECT #:

AutoCAD SHX Text

WHT11

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BUILDING #:

AutoCAD SHX Text

BUILDING NAME:

AutoCAD SHX Text FARMS Data:

Toilet Bldg Area 1

TYPICAL CONCRETE INTERSECTION WALL DETAIL

WITH SINGLE LAYER REINFORCING

CORNER DETAIL END WALL DETAIL

TYPICAL CONCRETE WALL DETAIL

WITH SINGLE LAYER REINFORCING

TYPICAL CONCRETE SLAB

S2.01

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AutoCAD SHX Text PROVIDE HORIZONTAL BARS AS SHOWN. MATCH HORIZONTAL BAR SIZE AND SPACING. WHEN SIZE OF BARS ARE DIFFERENT LAP LARGER SIZE

AutoCAD SHX Text

40 BAR

AutoCAD SHX Text

40 BAR

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text PROVIDE HORIZONTAL BARS AS SHOWN. MATCH HORIZONTAL BAR SIZE AND SPACING. WHEN SIZE OF BARS ARE DIFFERENT LAP LARGER SIZE

AutoCAD SHX Text

2-#5 @ END (TYP.)

AutoCAD SHX Text

CONCRETE SLAB (SEE PLAN)

AutoCAD SHX Text

REINFORCEMENT (SEE PLAN FOR SIZE & TYPE)

AutoCAD SHX Text

VAPOR BARRIER

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COMPACT STRUCTURAL FILL OR BEDROCK

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18" SAWCUT JOINTS (1/4 DEPTH OF SLAB MIN.) FILL W/JOINT SEALANT

AutoCAD SHX Text 8"

AutoCAD SHX Text

#4 @ 16" O.C. HORIZ. (CENTERED)

AutoCAD SHX Text

#4 @ 16" O.C. VERT.

AutoCAD SHX Text

3-#4 CONT.

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AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

EXTERIOR GRADE OR WALKWAY

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

SEE

AutoCAD SHX Text

SEE

AutoCAD SHX Text

SEE

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2-#4 CONT. @ TOP

AutoCAD SHX Text 2-2x6 PLATE W/ANCHOR BOLTS PER SHEAR ANCHOR BOLTS PER SHEAR WALL SCHEDULE (BOT. PLATE TO BE P.T.)

AutoCAD SHX Text

SIMPSON "BPS" TYP @ ALL ANCHOR RODS

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

ISOLATION JOINT FILLER & SEALANT

AutoCAD SHX Text 8"

AutoCAD SHX Text

2-#4 CONT. @ TOP

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

#4 DOWELS @ 12" O.C.

AutoCAD SHX Text

#4 CONT. @ TOP

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

EXTERIOR WALKWAY/SLAB

AutoCAD SHX Text 8"

AutoCAD SHX Text

2-#4 CONT.

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

BEARING WALL PER PLAN

AutoCAD SHX Text 2x P.T. SILL W/ " x8" LG 12" x8" LGANCHOR BOLTS @ 32" O.C.

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

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2-#3 TIES @ TOP

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3-#4 EA. WAY

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SIMPSON "CPTZ" W/2- " 12" ANCHOR BOLTS

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

POST PER PLAN

AutoCAD SHX Text

4-#4 VERT. W/#3 TIES @ 8" O.C.

AutoCAD SHX Text

EXTERIOR WALKWAY/SLAB

AutoCAD SHX Text

T.O. PIER PER PLAN

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GRADE AS OCCURS

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2'-6" SQ. MINIMUM

AutoCAD SHX Text

2'-6" SQ. MINIMUM

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

TYP. SHOWER CURB

AutoCAD SHX Text

CONC. SLAB ON GRADE

AutoCAD SHX Text

PITCH SLABS TO DRAIN OR PROVIDE TOPPING SLAB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

#3 @ 16" O.C. (MIN. 3 PER CURB)

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

EXTERIOR WALKWAY/GRADE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

#4 CONT. @ TOP

AutoCAD SHX Text

#4 CONT.

AutoCAD SHX Text

POST PER PLAN

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

SIMPSON "ABU" POST BASE (S.S. OR HDG)

AutoCAD SHX Text

2'-0" SQ.

AutoCAD SHX Text

2'-0" SQ.

AutoCAD SHX Text

3-#4 EA. WAY @ BOT.

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

TYP. DOOR PAD

AutoCAD SHX Text

FOUNDATION WALL PER OTHER DETAILS

AutoCAD SHX Text

PITCH " PER FT14" PER FT

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

EXTERIOR WALKWAY/GRADE

AutoCAD SHX Text

6" COMPACTED CRUSHED AGGREGATE (NHDOT 304.33)

AutoCAD SHX Text

ELASTOMERIC JOINT FILLER & SEALANT

AutoCAD SHX Text #4 DOWELS @ 8" O.C. (MIN. 4" EMBED). GREASE DOOR PAD END OF DOWELS, TO BREAK BOND, PRIOR TO PLACING CONCRETE

AutoCAD SHX Text NOTES: 1. CONCRETE SHALL BE MINIMUM .4,000 PSI CONCRETE SHALL BE MINIMUM .4,000 PSI W/STRUX 90/40 SYNTHETIC FIBER @ 4LBS/CY. 2. PROVIDE CONT. RADIUS TOOLED EDGE EXCEPT PROVIDE CONT. RADIUS TOOLED EDGE EXCEPT @ DOOR SIDE. 3. PROVIDE BROOM FINISH.PROVIDE BROOM FINISH.

AutoCAD SHX Text

CONC. SLAB PER PLAN

AutoCAD SHX Text

EXTERIOR WALKWAY/GRADE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

#4 CONT. @ TOP

AutoCAD SHX Text

#4 CONT.

AutoCAD SHX Text

#4 CONT.

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CONC. SLAB PER PLAN

AutoCAD SHX Text

#4 CONT. @ TOP

AutoCAD SHX Text

#3 DOWEL @ 16" O.C.

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SLOPE 1:12 MAX.

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GRADE

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SDC

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 6/17/2024

AutoCAD SHX Text COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES. ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION

AutoCAD SHX Text

REVISED:

AutoCAD SHX Text

PROJECT INFORMATION:

AutoCAD SHX Text

SHEET INFORMATION:

AutoCAD SHX Text

CAP 2131

AutoCAD SHX Text

PROJECT #:

AutoCAD SHX Text

WHT11

AutoCAD SHX Text

BUILDING #:

AutoCAD SHX Text

BUILDING NAME:

AutoCAD SHX Text FARMS Data:

TYPICAL JOIST NOTCHING / CUTTING & BORINGTYPICAL BLOCKING BETWEEN STUDS AT

EXTERIOR PLYWOOD SHEATHING

S2.02

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1. NOTCHING / CUTTING AND BORING OTHER THAN SHOWN REQUIRES PRIOR NOTCHING / CUTTING AND BORING OTHER THAN SHOWN REQUIRES PRIOR APPROVAL BY THE ARCHITECT. 2. A MAXIMUM OF TWO PENETRATIONS CAN BE MADE PER JOIST WITH A MINIMUM A MAXIMUM OF TWO PENETRATIONS CAN BE MADE PER JOIST WITH A MINIMUM CLEAR SPACING OF TWICE THE LARGEST HOLE DIAMETER CONTACT ENGINEER PRIOR TO MAKING MORE THAN TWO PENETRATIONS 3. THIS DETAIL APPLIES TO TYPICAL JOISTS ONLY AND SHOULD NOT BE USED THIS DETAIL APPLIES TO TYPICAL JOISTS ONLY AND SHOULD NOT BE USED FOR BEAMS, HEADERS OR MULTIPLE JOISTS (i.e.: BUILT UP BEAMS)

AutoCAD SHX Text

LOCATED WITHIN END THIRD ONLY

AutoCAD SHX Text 2x6 STUD WALL

AutoCAD SHX Text 2x6 BLOCKING

AutoCAD SHX Text

PLYWOOD SHEATHING

AutoCAD SHX Text

SEE SHEARWALL SCHEDULE FOR TYPICAL PLYWOOD NAILING REQUIREMENTS

AutoCAD SHX Text

HDR AS OCCURS

AutoCAD SHX Text

PLYWOOD SHEATHING/NAILING & STUDS PER PLAN

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text 2x BLK'G BETWEEN RAFTERS

AutoCAD SHX Text

SEE ARCH'L FOR PROFILE

AutoCAD SHX Text

"H2.5A" OR "H1" PER RAFTER (ALT: SIMPSONS "SDWC 15600" SCREW)

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text 2x BLK'G BETWEEN RAFTERS

AutoCAD SHX Text

SEE ARCH'L FOR PROFILE

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

"H2.5A" OR "H1" PER RAFTER (ALT: SIMPSONS "A35"CLIP EA. SIDE)

AutoCAD SHX Text

BEAM PER PLAN

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text

IF SPLICE IS REQ'D 24"

AutoCAD SHX Text

IF SPLICE IS REQ'D 24"

AutoCAD SHX Text 2x BLK'G BETWEEN RAFTERS

AutoCAD SHX Text

BEARING WALL PER PLAN

AutoCAD SHX Text

TIE AS OCCURS PER PLAN

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text

IF SPLICE IS REQ'D 24"

AutoCAD SHX Text

IF SPLICE IS REQ'D 24"

AutoCAD SHX Text 2x BLK'G BETWEEN RAFTERS

AutoCAD SHX Text

TIE AS OCCURS PER PLAN

AutoCAD SHX Text 2- "x6" LG SCREWS 516"x6" LG SCREWS TO BM @ EA. RAFTER

AutoCAD SHX Text

BEAM PER PLAN

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CONT. ROOF RAFTER

AutoCAD SHX Text

BLK'G @ 48" O.C.

AutoCAD SHX Text

RAFTERS PER PLAN

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

HDR AS OCCURS

AutoCAD SHX Text

PLYWOOD SHEATHING/NAILING & STUDS PER PLAN

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

"H2.5A" OR "H1" PER BLK'G

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

RIDGE BEAM/BOARD PER PLAN

AutoCAD SHX Text

"LSTA36" STRAP @ 48" O.C. @ ROOF SLOPES OF 6:12 AND STEEPER

AutoCAD SHX Text "LRUZ" HGR U.O.N. @ RAFTERS MORE THAN 8'-0" SPAN (6-#12 WD SCREWS PER RAFTER @ RAFTERS LESS THAN 8'-0" SPAN)

AutoCAD SHX Text

TOILET PARITITON

AutoCAD SHX Text

PILASTER SLEEVE (CAP)

AutoCAD SHX Text

PARTITION SUPPORT BEAM (SAND SMOOTH)

AutoCAD SHX Text

12" THREADED ROD

AutoCAD SHX Text

2" WASHER

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

TIMBER CROSS BEAM PER PLAN

AutoCAD SHX Text

TIMBER BEAM PER PLAN

AutoCAD SHX Text

TIMBER POST PER PLAN

AutoCAD SHX Text 2-"SDWH"x8" LG FROM EACH SIDE (STAGGER OPP. SIDES)

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

TIMBER POST PER PLAN

AutoCAD SHX Text

TIMBER CROSS BEAM PER PLAN

AutoCAD SHX Text

TIMBER BRACE PER PLAN

AutoCAD SHX Text

NOTCH BEAM SEAT

AutoCAD SHX Text 2-"SDWH"x8" LG FROM EACH SIDE (STAGGER OPP. SIDES)

AutoCAD SHX Text 2-"SDWH"x8" LG

AutoCAD SHX Text

BEAM BEYOND

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOTCH BEAM SEAT

AutoCAD SHX Text

BEAM BEYOND

AutoCAD SHX Text 2-"SDWH"x8" LG FROM EACH SIDE (STAGGER OPP. SIDES)

AutoCAD SHX Text

BRACE BEYOND

AutoCAD SHX Text

SEE OTHER DETAILS FOR BRACE/BEAM CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text

2- " THRU-BOLTS & WASHERS 34" THRU-BOLTS & WASHERS(TYP. @ ALL POSTS)

AutoCAD SHX Text

NOTE: BRACE NOT SHOWN FOR CLARITY

AutoCAD SHX Text

TIMBER BEAM PER PLAN

AutoCAD SHX Text

TIMBER POST PER PLAN

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

POST/KING POST BEYOND

AutoCAD SHX Text

RIDGE BEAM (CUT TO MATCH OUTRIGGER PROFILE)

AutoCAD SHX Text

RAFTERS PER PLAN

AutoCAD SHX Text

ROOF SHEATHING & NAILING PER PLAN

AutoCAD SHX Text

BLK'G @ 48" O.C.

AutoCAD SHX Text

CONT. END RAFTERS

AutoCAD SHX Text 2x OUTRIGGER @ 48" O.C.

AutoCAD SHX Text 2x BLOCKING

AutoCAD SHX Text

WALL PLYWOOD & NAILING PER PLAN

AutoCAD SHX Text

ROOF PLYWOOD & NAILING PER PLAN

AutoCAD SHX Text

RAFTER PER PLAN

AutoCAD SHX Text 2x BLK'G @ 48" O.C.

AutoCAD SHX Text 2x CONT. RAFTER W/2- " x6" WD 14" x6" WDSCREWS PER STUD & 2 PER BLOCKING

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

TIMBER POST PER PLAN

AutoCAD SHX Text

TIMBER BEAM PER PLAN

AutoCAD SHX Text

NOTCH BEAM TO COLUMN CONNECTION

AutoCAD SHX Text

END RAFTER

AutoCAD SHX Text

TIMBER CROSS BEAM PER PLAN

AutoCAD SHX Text 2-"SDWH"x8" LG FROM EACH SIDE (STAGGER OPP. SIDES)

AutoCAD SHX Text

RAFTER PER PLAN

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2- " THRU-BOLTS & WASHERS 34" THRU-BOLTS & WASHERS(TYP. @ ALL POSTS)

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RIDGE BEAM

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RAFTER PER PLAN

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TIMBER COL. PER PLAN (TYP)

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TIMBER FRAME ELEVATION

AutoCAD SHX Text 6x6 BRACE (TYP)

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BEAM BEYOND (TYP)

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34" CHAMFER (TYP)

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SDC

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DRAWN BY:

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SCALE:

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DATE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 6/17/2024

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REVISED:

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PROJECT INFORMATION:

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SHEET INFORMATION:

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CAP 2131

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PROJECT #:

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WHT11

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BUILDING #:

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BUILDING NAME:

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INTERIOR ELEVATION

EXTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAILS

WINDOW & FRAME TYPE

DOOR NUMBER

ACCESSORY TYPE

REVISION NUMBER

INDICATES BARRIER FREE ACCESS.

ITEMS DESIGNATED MUST COMPLY

WITH LATEST LOCAL CODE EDITIONS

AND FEDERAL ACCESSIBILITY

LEGISLATION

DATUM/WORK POINT

INDICATES ALIGNMENT

ROOM TAG

PARTITION TYPE

SPRAYED-ON FIREPROOFING

WOOD BLOCKING

FINISH WOOD

RIGID INSULATION

GRAVEL

CONCRETE

LOAM

STEEL

CMU PARTITION

THERMAL OR ACOUSTIC

FIBERGLASS INSULATION NEW WALL

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR & FRAME

EXISTING DOOR & FRAME

FRONT APPROACH,

PULL SIDE

COLUMN GRID INDICATOR

Room Name & Number

DEMOLITION NOTE

FRONT APPROACH,

PUSH SIDE

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PUSH SIDE

LATCH APPROACH,

PULL SIDE

LATCH APPROACH,

PULL SIDE

W/CLOSER

LATCH APPROACH,

PUSH SIDE

LATCH APPROACH,

PUSH SIDE

W/CLOSER

DOOR SCHEDULE

FINISH SCHEDULE

RESTROOM

WOMENMEN

SHOWER

SIGN SCHEDULE

TYPE A TYPE B TYPE 1

TYPE A - FIXED WOOD FRAME TYPE B - FIXED SKYLIGHT TYPE C - FIXED SKYLIGHT

TYPE LV-1

DOOR CLEARANCES

ABBREVIATIONS

GRAPHICS LEGEND

SYMBOLS LEGEND

A0.01

K St at e of N ew H am ps hi re

D ep ar tm en t o f N at ur al a nd

C ul tu ra l R es ou rc es

Pe m br ok e

R oa d . C on co rd , N

Ph on e:

.3 w w w

.n hs ta te pa rk s.o rg

ILE

T B

TIO

, A

SIGN SCHEDULE

DOOR AND FRAME TYPES

SCHEDULES

WINDOW TYPESLOUVER TYPES

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INTERIOR ELEVATION NUMBER

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SHEET WHERE SHOWN

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SHEET WHERE SHOWN

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EXTERIOR ELEVATION NUMBER

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SHEET WHERE SHOWN

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BUILDING SECTION NUMBER

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SHEET WHERE SHOWN

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WALL SECTION NUMBER

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SHEET WHERE SHOWN

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DETAIL NUMBER

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PARTITION INTERSECTION

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DOOR AS SCHEDULED

AutoCAD SHX Text 4" TYPICAL @ STUD PARTITIONS 8" TYPICAL @ MASONRY PARTITIONS (UNLESS NOTED OTHERWISE OR AS REQUIRED TO MAINTAIN ACCESSIBLE CLEARANCES)

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AutoCAD SHX Text 0 S.F.

AutoCAD SHX Text 10'-0" x 12'-0"

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TYP. CHANGE IN LEVEL

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VERTICAL

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SLOPING 1:2

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TYP. DOOR JAMB TO WALL DIMENSIONS

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60" MIN.

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60" MIN.

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36" MIN.

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36" MIN.

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AutoCAD SHX Text THE FOLLOWING TABLE OF ABBREVATIONS IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. IT IS NOT INTENDED TO SERVE AS A COMPLETE LIST OF ALL ABBREVIATIONS TO BE FOUND IN THE CONTRACT DOCUMENTS. SHOULD THE CONTRACTOR REQUIRE ANY CLARIFICATION OR INTERPRETATION HEREOF, HE SHALL PROMPTLY SO NOTIFY THE ARCHITECT.

AutoCAD SHX Text ' FEET FEET # POUNDS, NUMBER POUNDS, NUMBER & AND AND ANGLE ANGLE d PENNY PENNY " INCHES INCHES @ AT AT ROUND, DIAMETER PROPERTY LINE, PLATE PROPERTY LINE, PLATE CENTERLINE CENTERLINE °DEGREES ±PLUS OR MINUS A.B. ANCHOR BOLT ANCHOR BOLT A/C AIR CONDITIONING AIR CONDITIONING ADJ ADJUSTABLE ADJUSTABLE AGG AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE A.P. ACCESS PANEL ACCESS PANEL ARCH ARCHITECT, ARCHITECTURAL ARCHITECT, ARCHITECTURAL A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALUM ALUMINUM ALUMINUM ANOD ANODIZED ANODIZED APP'D APPROVED APPROVED A.R. ABUSE RESISTANT ABUSE RESISTANT AUTO AUTOMATIC AUTOMATIC BD BOARD BOARD BLDG BUILDING BUILDING B.M. BENCH MARK BENCH MARK BOT BOTTOM BOTTOM BRG BEARING BEARING BSMT BASEMENT BASEMENT B.W. BOTH WAYS BOTH WAYS BIT. BITUMINOUS BITUMINOUS BLK'G BLOCKING BLOCKING B.O. BY OWNER/BY OTHERS BY OWNER/BY OTHERS B.P. BEARING PLATE BEARING PLATE B.S. BOTH SIDES BOTH SIDES CAB CABINET CABINET CPT CARPET CARPET C.B. CATCH BASIN CATCH BASIN CEM CEMENT CEMENT C.L. CENTER LINE CENTER LINE C.T. CERAMIC TILE CERAMIC TILE C.B. CHALKBOARD CHALKBOARD C.M.U. CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT C.J. CONTROL JOINT CONTROL JOINT C.F. CUBIC FEET CUBIC FEET CLG CEILING CEILING C.M. CONSTRUCTION MANAGER CONSTRUCTION MANAGER CIRC CIRCULAR CIRCULAR CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS CORR CORRIDOR, CORRUGATED CORRIDOR, CORRUGATED CTV CABLE TELEVISION CABLE TELEVISION C.Y. CUBIC YARDS CUBIC YARDS C/C CENTER TO CENTER CENTER TO CENTER C.P. COAT PEGS COAT PEGS C.U.H. CABINET UNIT HEATER CABINET UNIT HEATER DEMO DEMOLISH, DEMOLITION DEMOLISH, DEMOLITION DIA DIAMETER DIAMETER DIV DIVIDE, DIVISION DIVIDE, DIVISION DR DOOR DOOR D.F. DRINKING FOUNTAIN DRINKING FOUNTAIN D.W. DISHWASHER DISHWASHER DTL DETAIL DETAIL DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DBL DOUBLE DOUBLE DN DOWN DOWN DWG DRAWING DRAWING EXP EXPOSED, EXPANSION EXPOSED, EXPANSION EIFS EXTERIOR INSULATION FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EXT EXTERIOR EXTERIOR EXH EXHAUST EXHAUST EXIST EXISTING EXISTING E.F. EACH FACE EACH FACE E.W. EACH WAY EACH WAY ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EMER EMERGENCY EMERGENCY EQUIP EQUIPMENT EQUIPMENT EST ESTIMATED ESTIMATED EA EACH EACH E.P. ELECTRICAL PANEL BOARD ELECTRICAL PANEL BOARD ELEV ELEVATOR ELEVATOR EQ EQUAL EQUAL E.W.C. ELECTRIC WATER COOLER ELECTRIC WATER COOLER E.J. EXPANSION JOINT EXPANSION JOINT FIN FINISH FINISH F.E.C. FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET F/F FACE TO FACE FACE TO FACE FL FLOOR FLOOR FLR FLOOR FLOOR FLUOR FLUORESCENT FLUORESCENT F.T. FIRE TREATED FIRE TREATED FUT FUTURE FUTURE F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER F.F. FINISH FLOOR FINISH FLOOR F.G. FIBERGLASS FIBERGLASS F.D. FLOOR DRAIN FLOOR DRAIN FND FOUNDATION FOUNDATION FOUND. FOUNDATION FOUNDATION FTG FOOTING FOOTING F/O FACE OF FACE OF F.P. FIRE PROOFING FIRE PROOFING GA GAUGE GAUGE G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYPSUM WALL BOARD GALV GALVANIZED GALVANIZED GL. GLASS GLASS G.M. GLASS MAT GYPSUM SHEATHING GLASS MAT GYPSUM SHEATHING HDWR HARDWARE HARDWARE H.D. HEAVY DUTY HEAVY DUTY H.M. HOLLOW METAL HOLLOW METAL HDWD HARDWOOD HARDWOOD HVAC HEATING, VENTILATION AND AIR HEATING, VENTILATION AND AIR CONDITIONING HGT HEIGHT HEIGHT H.C. HOLLOW CORE HOLLOW CORE HORIZ HORIZONTAL HORIZONTAL I.R. IMPACT RESISTANT IMPACT RESISTANT INCL INCLUDE, INCLUDING INCLUDE, INCLUDING INSUL INSULATION INSULATION INT INTERIOR INTERIOR I.D. INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT JAN JANITOR JANITOR JT JOINT JOINT KIT KITCHEN KITCHEN K.D. KILN DRIED, KNOCK DOWN KILN DRIED, KNOCK DOWN K.O. KNOCK OUT KNOCK OUT L.H. LEFT HAND LEFT HAND LF LINEAR FOOT LINEAR FOOT LAV LAVATORY LAVATORY LxWxH LENGTH, WIDTH, HEIGHT LENGTH, WIDTH, HEIGHT LT LIGHT LIGHT MAS MASONRY MASONRY MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MFR MANUFACTURER MANUFACTURER MANUF MANUFACTURER MANUFACTURER M.O. MASONRY OPENING MASONRY OPENING MECH MECHANICAL MECHANICAL MED MEDIUM MEDIUM MISC MISCELLANEOUS MISCELLANEOUS MLDG MOLDING MOLDING MTL METAL METAL M.R. MOISTURE RESISTANT MOISTURE RESISTANT NAT NATURAL NATURAL N.R.C. NOISE REDUCTION COEFFICIENT NOISE REDUCTION COEFFICIENT N.T.S. NOT TO SCALE NOT TO SCALE N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER O.A. OVERALL OVERALL OPNG OPENING OPENING O.H. OVERHEAD OVERHEAD O/O OUTSIDE TO OUTSIDE OUTSIDE TO OUTSIDE O.C. ON CENTER ON CENTER OPP OPPOSITE OPPOSITE O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER PR PAIR PAIR PVMT PAVEMENT PAVEMENT PERF PEFORATED PEFORATED P.L. PLASTIC LAMINATE PLASTIC LAMINATE PLAS. LAM. PLASTIC LAMINATE PLASTIC LAMINATE PLY PLYWOOD PLYWOOD PLYWD PLYWOOD PLYWOOD PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PTD PAINTED PAINTED PERIM PERIMETER PERIMETER PART PARTITION PARTITION P.T. PRESSURE TREATED PRESSURE TREATED PL PLATE PLATE PLUMB PLUMBING PLUMBING PREFIN PREFINISHED PREFINISHED Q.T. QUARRY TILE QUARRY TILE REQ'D REQUIRED REQUIRED REF REFERENCE REFERENCE REINF REINFORCED REINFORCED R.H. RIGHT HAND RIGHT HAND RM ROOM ROOM RAD RADIUS RADIUS REF REFRIGERATOR REFRIGERATOR REV REVISION REVISION R.D. ROOF DRAIN ROOF DRAIN R.A.P. RETURN AIR PLENUM RETURN AIR PLENUM R.O. ROUGH OPENING ROUGH OPENING SHT SHEET SHEET SIM SIMILAR SIMILAR S.F. SQUARE FOOT SQUARE FOOT STL STEEL STEEL SUSP SUSPENDED SUSPENDED SYM SYMMETRICAL SYMMETRICAL S.C. SOLID CORE SOLID CORE SQ SQUARE SQUARE SPEC SPECIFICATION, SPECIFIED SPECIFICATION, SPECIFIED STC SOUND TRANSMISSION COEFFICIENT SOUND TRANSMISSION COEFFICIENT STD STANDARD STANDARD STOR STORAGE STORAGE STRUCT STRUCTURAL, STRUCTURE STRUCTURAL, STRUCTURE SAT SUSPENDED ACOUSTIC TILE SUSPENDED ACOUSTIC TILE TEL TELEPHONE TELEPHONE THK THICK, THICKNESS THICK, THICKNESS T.P. TOILET PAPER TOILET PAPER T.O. TOP OF TOP OF T&B TOP AND BOTTOM TOP AND BOTTOM T.S. TRANSITION STRIP TRANSITION STRIP T.V. TELEVISION TELEVISION T&G TONGUE AND GROOVE TONGUE AND GROOVE TEMP TEMPERATURE, TEMPERED TEMPERATURE, TEMPERED TYP TYPICAL TYPICAL T.U. TOUCH UP TOUCH UP U.C. UNDERCUT UNDERCUT U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VERT VERTICAL VERTICAL VFY VERIFY VERIFY V.I.F. VERIFY IN FIELD VERIFY IN FIELD VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE W/ WITH WITH W.P. WATER PROOF WATER PROOF W/O WITHOUT WITHOUT W.C. WATER CLOSET WATER CLOSET W.W.F. WELDED WIRE FABRIC WELDED WIRE FABRIC W.G. WIRE GLASS WIRE GLASS WD WOOD WOOD

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REMARKS

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DR. NO.

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DOOR MATERIAL

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SIZE

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DOOR TYPE

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FRAME MATERIAL

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GLAZING TYPE

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THK

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RATING

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FRP

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FIBERGLASS

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REMARKS

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ROOM. NO.

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FLOOR

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ROOM NAME

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BASE

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WALL MATERIAL

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WALL FINISH

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CEILING FINISH

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SOLID SURFACE…

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File details come from the government source that posted it. Updated Jun 27, 2024.