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A3 DTLS - cbninc.bizcbninc.biz/00 - GENERALS/Acorn Construction/CSUP...TRANS Volt Urinal Terrazzo...

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56#+4 % ) - 1 5 9 ## '' ++ // /'%*#0+%#. # %*'/+%#. 5614#)' ':+56+0) 5'48+%' '064; 61+.'6 5*19'4 61+.'6 ,#0+614 #0+/#. *1.&+0) 411/ $ #0+/#. *1.&+0) 411/ # #0+/#. 24'2 4'5'#4%* .#$ 4'5'#4%* .#$ 5614#)' # '37+2 $ &#4- 411/ & *'#& *175' )4''0*175' #4'# # )4''0*175' #4'# $ )4''0*175' #4'# % 5'/ % /+%4161/' $ 5'/ # /+%415%12; .#$ 5614#)' %.15'6 5614#)' '37+2/'06 % '37+2/'06 $ '37+2/'06 # %144+&14 # 56#+4 56#+4 %144+&14 #7&+614+7/ /'%*#0+%#. $ /'%*#0+%#. '.'8#614 '37+2 % )4''0*175' #4'# & demmon design studios 999 Vallejo St. #1A, Denver, CO 80204 t. 303.394.3355 www.demmonstudios.net Design Planning Architecture S.N.REC. FNDTN Sanitary Napkin Receptacle Slab On Grade Standard Slop Sink Stainless Steel Sprinkler Specifications Tempered Telephone Top and Bottom Tack Board Symmetrical Suspended Structural Top of back of curb Top of Wall Top of Slab Top of Steel Top of Concrete Threshold Thermostat Tongue & Groove Thermostat U.S. Gauge Unfinished Television Steel Tubing Unless Otherwise Noted Toilet Paper Dispenser Temperature, Temporary Water Closet West, Wide Vinyl Wall Covering Vent Through Roof Vestibule Ventilation Welded Wire Fabric Wainscot Water Resistent Waterproofing Wire Glass Vinyl Composition Tile Varnish, Varies VAR JT JST JAN Joint Joist Janitor Hot Water Supply Hot Water Heater Heating Ventilating & A/C INV INTEG INT INSUL INCL INCAN IN ID HWY INTMED Invert Intermediate Integral Interior Insulation Include(d) Incandescent Inches Highway Inside Diameter HND HWS HWH HW HVAC HTR HT HR HP HORIZ HM Hand Hot Water Heater Height Hour/Handrail Horsepower Horizontal Hollow Metal Wood WR WP YD WWF WT WSCT W/O WGL WDO WD YARD Weight Without Window VCT WC W/ W VWC VTR VOL VEST VERT VENT With Volume Vertical TEMP Footing FTG Grab Bar, Gypsum Board General Contract(or) Fire Valve Cabinet Furnish, Furnished Gypsum Wallboard High Intensity Discharge Gallons Per Minute Generator GEN GWB HID HDWR HDR HC HB GYP GPM GL GEOTEX Geotextile Hardware Header Hollow Core Hose Bibb Gypsum Glass GC GB GALV GAL GA G FVC FUT FURR FURN Galvanized Gallon Gauge Gas Future Furred(ing) TSTAT USGA V UR UON UNFIN TZ TV TS TRANS Volt Urinal Terrazzo Transfer T.P.DISP. TOW TOSL TOS TOC TO THLD THK THERM T&G Top of Thick Flat Head Wood Screw Flat Head Machine Screw Fire Hose Cabinet Fire Extinguisher Cabinet Fire Resistant(ance) Face of Masonry Face of Concrete Flashing FLASH FRAC FT FR FPM FOS FOM FOF FOC FLEX FLUOR FLR Fractured Foot (Feet) Flexible Fluorescent Floor Feet Per Minute Face of Studs Face of Finish FL FIX FIN FIG FHWS FHV FHMS FHC FEC FE Flow Line Fixture Finish Figure Fire Hose Valve Fire Extinguisher STRUCT TBC TEM TEL T&B TB T SYS SYM SUSP STOR Tread System Storage SOG STL STD STA S/S SS SQ SPKR SPKL SPECS SNT Steel Station Square Speaker Sealant Lavatory Laminate Knockout Kilovolt - Amperes Liquid Vinyl Masonry Magnetic Machine(ry) Living Room Live Load Left hand Minimum Manufacturer Mezzanine Membrane Mechanical Maximum Lighting Panel, Light Proof Not In Contact Mounted Masonry Opening Millimeter(s) Miscellaneous Normal Weight Opposite Opposite Hand Outside Diameter On Center(s) Not To Scale Noise Reduction Coefficient Precast Concrete Pedestriann Property Line Plastic Laminate Perimeter Perforate(d) Penetration Pressed Steel Prestressed Prefinished Prefabricate Polished Pneumatic Plumbing Pounds per Square Foot Pounds per Cubic Feet Pavement Pressured Treated Quantity Quarry Til;e Pavement Polyvinyl Chloride Partition Post-Tensioned Required Reinforce(d), (ing) Register Refrigerator Receptacle Reference Roof Drain, Road Reflected Ceiling Plan Paper Towel Receptacle Paper Tower Dispenser Reverse (Side) Right of Way Rough Opening Right Hand Resilient Sheathing Section, Second Sheathing Soap Dispenser Schedule Solid Core Sanitary Napkin Dispenser Revolutions per Minute Reflect(ed), (ive), (or) Revision(s), Revised Pounds per Square Inch Building PSI Dampproofing Elevator, Elevation Electric Water Heater Electric Water Cooler Floor Drain, Fire Damper Furnished By Other Fire Alarm Cabinet Expansion, Exposed EXTG (E) FD FBO FAC FA F EXT EXP EXH ELAS Foundation Fire Alarm Fahrenheit Exterior Exhaust Existing Elastomeric ELEV EWH EWC EW EST EQUIP EQ ENCL EMER ELEC EL Each Way Estimate Equipment Equal Enclose(ure) Emergency Electric(al) Elevation (S) S.N.DISP. SHTHG SHEATH SIM SHT SEC SD SCHED SC SAN Similar Sheet Sanitary S RVS RPM ROW RO RM RH RFL REV RESIL Stain South Room Diagram, Diagonal Drinking Fountain Demolish, Demolition Division DIV EJ EA E DWR DWG DS DN DL DTL,DET Each East Drawer Drawing Detail Downspout Down Dead Load Expansion Joint DISP DIM DIAG DIA DF DESIG DEPT DEMO DEG DBL Dispenser Dimension Diameter Designations Department Degree Double Riser RCP REQ'D REM REINF REG REFR RECPT RE: RD RAD R Remove Radius PTD P.T. P.T.REC. P.T.DISP. QTY QT PVMT PVC PTN PTEN PT Painted Point Closet CLOS Concrete Masonry Unit Corridor, Corrugated Continuous CONT CPT DAMP CX CW CU CTR CT CSNK CORR CONTR Connection Cold Water Cubic Counter Ceramic Tile Countersink Carpet Contractor CONF CONC COMPT COMB COL CO CMU CM CLR CONSTR Construction Conference Concrete Compartment Combination Column Clean Out Centimeter(s) Clear(ance) Plaster PLAS PSF PS PRIM PRESTR PREFIN PREFAB POL PNEU PLYWD PLBG Primary Plywood PED PL PLAM P/L PKG PERIM PERF PEN PCF PC Plate Parking Benchmark, Beam Cubic Feet Per Minute Chalk Board CB CC CLG C/L CK CJ CIRC CIP CHAM CFM CER Curb cut Ceiling Centerline Caulk(ing) Control Joint Chamfer Ceramic Circumference Cast-In-Place CAP CAB BUR BSMT BRG BR BM BLKG BLDG BOT,BTM Capacity Cabinet Basement Bearing Bedroom Bottom Blocking Built Up Roof NRC PART PAVE N.W. PAR OPP OPN'G OH OFF OD OC NTS Particle Parallel Opening Office MTL,MET NOM NO NIC N MUL MTD MO MM MISC Nominal Number North Mullion Metal Above Finished Floor Auxiliary AUX BC BET AVG AVE A/V BITUM BF BEV BD BATH Back of Curb Bituminous Average Avenue Audio Visual Board Feet Bevelled Between Board Bathroom ANCH AUTO ARCH APT ANOD ALT ALUM AGGR AFF APPROX Anchor Automatic Apartment Approximate Anodized Alternate Aluminum Aggregate Architect(ural) MFR MIR MIN MI MH MEZZ MEMB MED MECH MAX MATL Mirror Mile Manhole Medium Material LIQ LV MAS MAG MACH LT LR LP LL LIN LH Liquid Light Linear Adjacent, Adjustable Area Drain, Access Door Acoustical Ceiling Tile ADJ ADD'L ADD AD ACT ACOUS ACC AC AB Additional Addendum Acoustical Access Anchor Bolt Air Conditioning LDR LAV LAM L KW KVA KO KIT Leader Length Kilowatt Kitchen CEM Cement(itious) (R) Relocated White Board WB Existing XTG PNT Paint Owner furnished/ OFOI owner installed Typical TYP PTC Pedestrian Traffic Coating 411/ 0#/' #0& 07/$'4 5216 '.'8#6+10 -'; 016'5 4'8+5+10 %.17& #0& 07/$'4 &114 &'5+)0#6+10 4' 2.#05 #0& &114 5%*'&7.' $7+.&+0) 9#.. 14 &'6#+. 5'%6+10 &'6#+. 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Transcript
Page 1: A3 DTLS - cbninc.bizcbninc.biz/00 - GENERALS/Acorn Construction/CSUP...TRANS Volt Urinal Terrazzo Transfer T.P.DISP. TOW TOSL TOS TOC TO THLD THK THERM T&G Top of Thick ... RO RM RH

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S.N.REC.

FNDTN

Sanitary Napkin Receptacle

Slab On Grade

Standard

Slop Sink

Stainless Steel

Sprinkler

Specifications

Tempered

Telephone

Top and Bottom

Tack Board

Symmetrical

Suspended

Structural

Top of back of curb

Top of Wall

Top of Slab

Top of Steel

Top of Concrete

Threshold

Thermostat

Tongue & Groove

Thermostat

U.S. Gauge

Unfinished

Television

Steel Tubing

Unless Otherwise Noted

Toilet Paper Dispenser

Temperature, Temporary

Water Closet

West, Wide

Vinyl Wall Covering

Vent Through Roof

Vestibule

Ventilation

Welded Wire Fabric

Wainscot

Water Resistent

Waterproofing

Wire Glass

Vinyl Composition Tile

Varnish, Varies

VAR

JT

JST

JAN

Joint

Joist

Janitor

Hot Water Supply

Hot Water Heater

Heating Ventilating & A/C

INV

INTEG

INT

INSUL

INCL

INCAN

IN

ID

HWY

INTMED

Invert

Intermediate

Integral

Interior

Insulation

Include(d)

Incandescent

Inches

Highway

Inside Diameter

HND

HWS

HWH

HW

HVAC

HTR

HT

HR

HP

HORIZ

HM

Hand

Hot Water

Heater

Height

Hour/Handrail

Horsepower

Horizontal

Hollow Metal

Wood

WR

WP

YD

WWF

WT

WSCT

W/O

WGL

WDO

WD

YARD

Weight

Without

Window

VCT

WC

W/

W

VWC

VTR

VOL

VEST

VERT

VENT

With

Volume

Vertical

TEMP

Footing

FTG

Grab Bar, Gypsum Board

General Contract(or)

Fire Valve Cabinet

Furnish, Furnished

Gypsum Wallboard

High Intensity Discharge

Gallons Per Minute

Generator

GEN

GWB

HID

HDWR

HDR

HC

HB

GYP

GPM

GL

GEOTEX

Geotextile

Hardware

Header

Hollow Core

Hose Bibb

Gypsum

Glass

GC

GB

GALV

GAL

GA

G

FVC

FUT

FURR

FURN

Galvanized

Gallon

Gauge

Gas

Future

Furred(ing)

TSTAT

USGA

V

UR

UON

UNFIN

TZ

TV

TS

TRANS

Volt

Urinal

Terrazzo

Transfer

T.P.DISP.

TOW

TOSL

TOS

TOC

TO

THLD

THK

THERM

T&G

Top of

Thick

Flat Head Wood Screw

Flat Head Machine Screw

Fire Hose Cabinet

Fire Extinguisher Cabinet

Fire Resistant(ance)

Face of Masonry

Face of Concrete

Flashing

FLASH

FRAC

FT

FR

FPM

FOS

FOM

FOF

FOC

FLEX

FLUOR

FLR

Fractured

Foot (Feet)

Flexible

Fluorescent

Floor

Feet Per Minute

Face of Studs

Face of Finish

FL

FIX

FIN

FIG

FHWS

FHV

FHMS

FHC

FEC

FE

Flow Line

Fixture

Finish

Figure

Fire Hose Valve

Fire Extinguisher

STRUCT

TBC

TEM

TEL

T&B

TB

T

SYS

SYM

SUSP

STOR

Tread

System

Storage

SOG

STL

STD

STA

S/S

SS

SQ

SPKR

SPKL

SPECS

SNT

Steel

Station

Square

Speaker

Sealant

Lavatory

Laminate

Knockout

Kilovolt - Amperes

Liquid Vinyl

Masonry

Magnetic

Machine(ry)

Living Room

Live Load

Left hand

Minimum

Manufacturer

Mezzanine

Membrane

Mechanical

Maximum

Lighting Panel, Light Proof

Not In Contact

Mounted

Masonry Opening

Millimeter(s)

Miscellaneous

Normal Weight

Opposite

Opposite Hand

Outside Diameter

On Center(s)

Not To Scale

Noise Reduction Coefficient

Precast Concrete

Pedestriann

Property Line

Plastic Laminate

Perimeter

Perforate(d)

Penetration

Pressed Steel

Prestressed

Prefinished

Prefabricate

Polished

Pneumatic

Plumbing

Pounds per Square Foot

Pounds per Cubic Feet

Pavement

Pressured Treated

Quantity

Quarry Til;e

Pavement

Polyvinyl Chloride

Partition

Post-Tensioned

Required

Reinforce(d), (ing)

Register

Refrigerator

Receptacle

Reference

Roof Drain, Road

Reflected Ceiling Plan

Paper Towel Receptacle

Paper Tower Dispenser

Reverse (Side)

Right of Way

Rough Opening

Right Hand

Resilient

Sheathing

Section, Second

Sheathing

Soap Dispenser

Schedule

Solid Core

Sanitary Napkin Dispenser

Revolutions per Minute

Reflect(ed), (ive), (or)

Revision(s), Revised

Pounds per Square Inch

Building

PSI

Dampproofing

Elevator, Elevation

Electric Water Heater

Electric Water Cooler

Floor Drain, Fire Damper

Furnished By Other

Fire Alarm Cabinet

Expansion, Exposed

EXTG (E)

FD

FBO

FAC

FA

F

EXT

EXP

EXH

ELAS

Foundation

Fire Alarm

Fahrenheit

Exterior

Exhaust

Existing

Elastomeric

ELEV

EWH

EWC

EW

EST

EQUIP

EQ

ENCL

EMER

ELEC

EL

Each Way

Estimate

Equipment

Equal

Enclose(ure)

Emergency

Electric(al)

Elevation

(S)

S.N.DISP.

SHTHG

SHEATH

SIM

SHT

SEC

SD

SCHED

SC

SAN

Similar

Sheet

Sanitary

S

RVS

RPM

ROW

RO

RM

RH

RFL

REV

RESIL

Stain

South

Room

Diagram, Diagonal

Drinking Fountain

Demolish, Demolition

Division

DIV

EJ

EA

E

DWR

DWG

DS

DN

DL

DTL,DET

Each

East

Drawer

Drawing

Detail

Downspout

Down

Dead Load

Expansion Joint

DISP

DIM

DIAG

DIA

DF

DESIG

DEPT

DEMO

DEG

DBL

Dispenser

Dimension

Diameter

Designations

Department

Degree

Double

Riser

RCP

REQ'D

REM

REINF

REG

REFR

RECPT

RE:

RD

RAD

R

Remove

Radius

PTD

P.T.

P.T.REC.

P.T.DISP.

QTY

QT

PVMT

PVC

PTN

PTEN

PT

Painted

Point

Closet

CLOS

Concrete Masonry Unit

Corridor, Corrugated

Continuous

CONT

CPT

DAMP

CX

CW

CU

CTR

CT

CSNK

CORR

CONTR

Connection

Cold Water

Cubic

Counter

Ceramic Tile

Countersink

Carpet

Contractor

CONF

CONC

COMPT

COMB

COL

CO

CMU

CM

CLR

CONSTR

Construction

Conference

Concrete

Compartment

Combination

Column

Clean Out

Centimeter(s)

Clear(ance)

PlasterPLAS

PSF

PS

PRIM

PRESTR

PREFIN

PREFAB

POL

PNEU

PLYWD

PLBG

Primary

Plywood

PED

PL

PLAM

P/L

PKG

PERIM

PERF

PEN

PCF

PC

Plate

Parking

Benchmark, Beam

Cubic Feet Per Minute

Chalk Board

CB

CC

CLG

C/L

CK

CJ

CIRC

CIP

CHAM

CFM

CER

Curb cut

Ceiling

Centerline

Caulk(ing)

Control Joint

Chamfer

Ceramic

Circumference

Cast-In-Place

CAP

CAB

BUR

BSMT

BRG

BR

BM

BLKG

BLDG

BOT,BTM

Capacity

Cabinet

Basement

Bearing

Bedroom

Bottom

Blocking

Built Up Roof

NRC

PART

PAVE

N.W.

PAR

OPP

OPN'G

OH

OFF

OD

OC

NTS

Particle

Parallel

Opening

Office

MTL,MET

NOM

NO

NIC

N

MUL

MTD

MO

MM

MISC

Nominal

Number

North

Mullion

Metal

Above Finished Floor

AuxiliaryAUX

BC

BET

AVG

AVE

A/V

BITUM

BF

BEV

BD

BATH

Back of Curb

Bituminous

Average

Avenue

Audio Visual

Board Feet

Bevelled

Between

Board

Bathroom

ANCH

AUTO

ARCH

APT

ANOD

ALT

ALUM

AGGR

AFF

APPROX

Anchor

Automatic

Apartment

Approximate

Anodized

Alternate

Aluminum

Aggregate

Architect(ural)

MFR

MIR

MIN

MI

MH

MEZZ

MEMB

MED

MECH

MAX

MATL

Mirror

Mile

Manhole

Medium

Material

LIQ

LV

MAS

MAG

MACH

LT

LR

LP

LL

LIN

LH

Liquid

Light

Linear

Adjacent, Adjustable

Area Drain, Access Door

Acoustical Ceiling Tile

ADJ

ADD'L

ADD

AD

ACT

ACOUS

ACC

AC

AB

Additional

Addendum

Acoustical

Access

Anchor Bolt

Air Conditioning

LDR

LAV

LAM

L

KW

KVA

KO

KIT

Leader

Length

Kilowatt

Kitchen

CEM

Cement(itious)

(R)

Relocated

White Board

WB

Existing

XTG

PNT Paint

Owner furnished/

OFOI

owner installed

Typical

TYP

PTC Pedestrian Traffic Coating

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Page 2: A3 DTLS - cbninc.bizcbninc.biz/00 - GENERALS/Acorn Construction/CSUP...TRANS Volt Urinal Terrazzo Transfer T.P.DISP. TOW TOSL TOS TOC TO THLD THK THERM T&G Top of Thick ... RO RM RH

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Planning

Architecture

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1. This project is designed in accordance with the International Building Code (IBC) 2015 Edition.2. Dead Loads: A. Roof . . . . . . . . . . . . . . . 10 psf3. Live Loads: A. Roof . . . . . . . . . . . . . . . 20 psf B. Wind . . . . . . . . . 115 mph (3 sec gust), Exposure 'B'4. Foundation: A. The new grade-beam shall be founded on helical piers. B. Provide 4" void beneath grade beam, between piers.5. Concrete: A. Concrete has been designed and shall be constructed in accordance with the American Concrete Institute "Building Code Requirements for Structural Concrete" (ACI 318). All concrete shall be of stone aggregate, unless noted otherwise. Minimum 28 day compressive strength shall be: (1) Slabs . . . . . . . . . . . . . . . . 4000 psi (2) All other concrete . . . . . . . 3000 psi B. Reinforcing shall be new billet steel ASTM A615, grade 60, except stirrups, ties and bars to be welded shall be grade 40. Provide corner bars to match all horizontal reinforcing. Provide (2) # 5 around all openings in concrete and extend bars 24" past edges of openings. C. Lap Splices shall be Class B. Use the following lap lengths, U.N.O.: (1) No. 6 bars and smaller: a. 57 bar diameters for 3,000 psi concrete. b. 50 bar diameters for 4,000 psi concrete. D. Reinforcing placement: Provide chairs, standees, additional reinforcement, and accessories necessary to support reinforcement at position shown. Support of reinforcement on form ties, brick, or other unacceptable material will not be allowed. E. Minimum concrete cover: (1) Concrete cast against and permanently exposed to earth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 inches (2) Concrete exposed to earth or weather: a. # 6 bar and larger . . . . . . . . . . . . . . . . . . . 2 inches b. # 5 bar and smaller . . . . . . . . . . . . . . . . . . 1.5 inches (3) Concrete not exposed to earth or weather: a. # 11 bar and smaller . . . . . . . . . . . . . . . . . . 3/4 inches F. Anchor rods (Anchor bolts) shall be grade 36, conforming to ASTM F1554, and shall have a minimum concrete embedment of 7" with a 2" hook, unless noted otherwise. G. Slabs/sidewalks shall be 4" thick (minimum) reinforced with 6x6-W1.4xW1.4 w.w.f.6. Steel: A. Structural steel shall be detailed and erected in accordance with the American Institute of Steel Construction Specifications and Code of Standard Practice. Minimum yield strength: 50 ksi for square/rectangular HSS (ASTM A500, GR. C) 50 ksi for wide flange members (ASTM A992) 36 ksi for all other members (ASTM A36) B. Connections: (1) Unfactored connection capacities are noted on drawings. Use standard framed beam connections meeting the requirements of the "Manual of Steel Construction-ASD", latest edition. Use 3/4" diameter, A325-N bolts, minimum, snug-tightened; or ASTM F1852 tension-control (TC) bolts. (2) Minimum welds per AISC Specification and AWS D1.1, not less than continuous 3/16" fillet, E70XX electrodes, unless noted otherwise. Welding of reinforcing to embeds shall be done to develop 1.5 times the yield strength of the reinforcing. C. Column base plates that require grout shall bear on non- shrink grout.7. Helical Piles (Piers): A. Shall be designed and manufactured in accordance with the 2015 International Building Code (2015 IBC). B. Shall be recognized by ICC and the manufacturer shall hold a current ICC-ES ESR report showing compliance with AC358 and 2015 IBC. C. Dimensions of the central shaft and the number, size, spacing and thickness of the helical bearing plates shall be designed and fabricated to support the specified design loads. D. Minimum and maximum installation torques shall be specified by the pile manufacturer. The minimum installation torque shall be high enough to achieve the required bearing capacity, including a safety factor of 2. The maximum installation torque shall not exceed the allowable torsional capacity of the pile shafts. E. Shall be designed and manufactured to resist all stresses induced by installation. F. Existing conditions and underground obstructions shall be confirmed by the pile installer. Probing or scanning my be necessary to locate underground obstructions. Report any unforeseen obstructions to the Structural Engineer. G. Centerline of piles shall not be more than 2 inches from indicated plan location. H. Plumbness shall be within 2 degrees of design alignment. I. Top elevation of pile shall be within +1" to -2" of design vertical elevation. J. Pile shaft, bearing plates and bolts shall be hot dip galvanized. K. The Contractor shall provide the Architect and Structural Engineer copies of the Installation Records for all piles.8. Statement of Special Inspections: A. As per IBC Section 1704: the owner (or owner's agent) shall employ one or more special inspectors to provide inspections during construction on these types of work: 1) Steel construction (1705.2) 2) Concrete construction (1705.3) 3) Helical pile foundations (1705.9)9. Drawing Coordination: A. Dimensions on these Structural drawings shall be verified with the Architectural drawings and any discrepancy shall be brought to the Architect's attention. B. DRAWINGS SHALL NOT BE SCALED. Written dimensions shall take precedence over scaled measurements. C. Shop drawings shall be prepared and drawn by the fabricator. Copying these drawings for shop drawing use will not be permitted. D. Any and all material substitutions shall be approved by the Structural Engineer prior to construction.

GENERAL NOTES

WEST ELEVATION

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