NORTHWEST REALTY LEASE SPACE SINGLE STORY / MEZZ …...up????? / ??? direction of section similar to another section no. sheet no detailed area similar to another detail number sheet

UP

??

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/? ?

?

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DIRECTION OF SECTION

SIMILAR TO ANOTHER

SECTION NO.

SHEET NO

DETAILED AREA

SIMILAR TO ANOTHER

DETAIL NUMBERSHEET NUMBERLEADER LINE

DOOR SYMBOL

DOOR NUMBER (ROOM NUMBER)

ALPHA INDICATES ADDITIONAL DOOR IS SAME ROOM

WINDOW SYMBOL

WINDOW DESIGNATOR

WALL SYMBOL

WALL DESIGNATOR

DETAIL NUMBER

SHEET NUMBER

DETAIL REFERENCE

EQUIPMENT SYMBOL

EQUIPMENT DESIGNATOR

?

?

?

ROOM LABEL WITH SQ. FT.ROOM NAME

ROOM NUMBER

SQUARE FEET

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ROOM NAME

ROOM NUMBERROOM LABEL

??

ELEV. NAME

ELEV. MARKER

ELEVATION

ELEV. LINE

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DIRECTION OF SECTION

SIMILAR TO ANOTHER

SECTION NO.

SHEET NO

?

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SHEET NUMBER

ELEVATION REFERENCEINDICATED DIRECTION OF ELEVATION

ELEVATION MARKER

FULL SECTION

PARTIAL SECTION

ENLARGED DETAIL

INTERIOR ELEVATIONS

DOOR LABEL

WINDOW LABEL

WALL SYMBOL

REFERENCE LABEL

EQUIPMENT LABEL

SYMBOL DESCRIPTIONSYMBOL.

SYMBOL LEGEND

WHERE OCCURS

CIVIL ENGINEERING: JOEY DAY

CACHE LANDMARK 95 GOLF COURSE ROAD, SUITE101LOGAN, UT 84321435-713-0099

STRUCTURAL ENGINEERING: JOSH MAUGHAN

STRUCTURAL SOLUTIONS 545 WEST 465 NORTH, SUITE 150PROVIDENCE, UT 84321435-787-2789

MECHANICAL ENGINEERING: KEN CARRILLO

CARRILLO ENGINEERING PC 324 NORTH 4OO EASTHYDE PARK, UT 84318(435) 770-4702

LANDSCAPE ARCHITECTURE: JENNIFER MAUGHAN

CACHE LANDMARK 95 GOLF COURSE ROAD, SUITE101LOGAN, UT 84321435-713-0099

ELECTRICAL ENGINEERING: DAVID BEAZER

BEAZER ENGINEERING 184 NORTH 100 EAST, SUITE A LOGAN, UT 84321(435) 753-1250

CONSULTANTS:

25' -

0"

120'

- 0

"24

' - 2

23/

32"

35' - 0" 108' - 2 7/8" 60' - 0" 109' - 7" 38' - 0 3/16"

COPYRIGHT 2018 BY

DON KNIGHTON ARCHITECT INC.DRAWING MAY NOT BE

REPRODUCE WITHOUT WRITTEN CONSENT OF

DON KNIGHTON ARCHITECT INC.

Scale

Project number

Issue date

Drawn by

Checked by

1795 WEST 1825 SOUTH, SYRACUSE UT 84075(801) 896-0561 + (435) 770-6583

c

As indicated

8/31

/201

8 6:

39:4

9 A

M

G-100

COVERSHEET/DRAWING

INDEX

Project Number

BRODY BARNES

Issue DateAuthor

Checker

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NORTHWESTREALTY

LEASE SPACE

Enter address here

CODE ANALYSIS

CODES DESIGNED UNDER:2015 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX J2015 INTERNATIONAL MECHANICAL CODE (IMC)2015 INTERNATIONAL PLUMBING CODE (IPC)2014 NATIONAL ELECTRICAL CODE (NEC)2015 INTERNATIONAL FUEL GAS CODE (IFGC)2015 INTERNATIONAL ENERGY CONSERVATION CODE

(IECC)2015 ICC ANSI 117.9

SUITE A - NON-SEPARATED

TOTAL BUILDING AREA:

OCCUPANCY

BASIC ALLOWABLEAREA INCREASE - FRONTAGEAREA INCREASE - SPRINKLERS: YES (100%)AREA INCREASE - MULTIPLE FLOORS (2)ALLOWABLE BUILDING AREA (UNLIMITED)

AREA INCREASE - FRONTAGEPERIMETER OF ENTIRE BUILDING ( P )BUILDING PERIMETER THAT FRONTS ( F )ON PUBLIC WAY OR OPEN SPACEHAVING A 20' FT OPEN MIN WIDTHMIN WIDTH OF PUBLIC WAY OROPEN SPACE

AREA INCREASE FACTOR DUE TO FRONTAGE CALCULATION

BUILDING USE:PRIMARY USE:LEASE SPACE, USES PERMITTED LIGHT MANUFACTURING OR WAREHOUSE, B, F1, F2, S1, S2TO BE DETERMIND AT TIME OF LEASE

AREA INCREASE CALCULATION

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: SPRINKLED

STRUCTURAL FRAMINGINTERIOR BEARING WALLSINTERIOR NONBEARING WALLS

O HOUR

ELEMENT RATING

COMBUSTIBLE

MATERIAL

SHAFT ENCLOSURESFLOOR/CEILING ASSEMBLYROOF/CEILING ASSEMBLYSTAIRS

COMBUSTIBLECOMBUSTIBLECOMBUSTIBLECOMBUSTIBLECOMBUSTIBLECOMBUSTIBLE

O HOURO HOURO HOURO HOURO HOUR

NONE

NO OCCUPANTS

TOTAL 47

REQ'D

1

TRAVEL DISTANCE: B 200'

6,75027,000

5B

042,750

F1

300300

46'

.75 If

( P )( F )

60' USE 30' ( W )

=( I )f

8,378

MAIN LEVEL

1101 217 /100 = 3 1

PROVIDED

2

1

LIGHT MANUFACTURING / WAREHOUSEMAIN LEVEL - OFFICE

CONSTRUCTION TYPE

MIN WIDTH OF PUBLIC WAY OR OPEN SPACE ( W ) BUILDING USES: F1 MOST RESTRICTIVE NORTH = 24' FEETEAST= 109' + 39' R/W = 149'SOUTH = 25' FEETWEST = 108' + 35'' R/W = 142'

W = ((24' x 60')+(149' x 120')+(25' x 60')+(142'x 120'))(60' + 120' + 60' + 120')

= 105 > 30' USE 30

f ( F / P )W/30= -.25I

-.25 = .75 X 3030 = 0.75

OCCUPANCY: NON SEPERATED USE -NON SPRINKLED

9,000

F1: MAIN - LIGHT MANUFACTURING / WAREHOUSE 2,826 S. F.

OCCUPANCY SUITE A

1102 143 / 100 = 2 1 1

WIDTH

0.6"0.4"

COMMON PATH: B (</= 49) 100' MAX FROM MEZZANINE

AREA/OCCUP. = EXITSREQ'DEXITING TYPICAL SUITE

NON - SPRINKLERED - UNLIMITED AREA5B CONSTRUCTION TYPE

NORTHWEST REALTY LEASE SPACE

SINGLE STORY / MEZZ

1516 W. STONE FIELD WAY PLEASANT VIEW, UT

1103 139 / 100 = 2 1 10.4"

1202 69 / 300 = 1 1 10.2"

1204 223 / 100 = 3 1 10.6"1203 139 / 100 = 2 1 10.4"

DRAWING SHEET INDEX:GENERAL:G-100 COVER SHEET / DRAWING SHEET INDEXG-103 ADA CLEARANCES AND DOOR REQUIREMENTSG-201 SPECICATIONSG-202 SPECIFICATIONSG-203 SPECIFICATIONS

SITE DEVELOPEMENT:C-101 ARCHTECTURAL SITE PLAN

CIVIL:C-0.0 COVER SHEET AND NOTESC-1.0 EXISTING SITE PLANC-2.0 SITE PLANC-3.0 UTILITY PLANC-4.0 GRADING PLANC-5.0 CIVIL DETAILSC-5.1 CIVIL DETAILSC-6-0 EROSION CONTROL PLAN

STRUCTURAL:S-0 GENERAL STRUCTUAL NOTESS-0.1 SPECIAL INSPECTION SCHEDULES-1 FOOTING AND FOUNDATION PLANS-2 DETAILSS-3 DETAILSS-4 MEZZANINE AND CONOPY FRAMING PLANS-5 DETAILS

ARCHITECTURAL:A-101 MAIN LEVEL - FLOOR PLANA-102 MEZZANINE LEVEL - FLOOR PLANA-121 MAIN LEVEL - REFLECTED CEILING PLANA-122 MEZZANINE LEVEL - REFLECTED CEILING PLANA-201 EXTERIOR ELEVATIONSA-301 BUILDING SECTIONSA-302 BUILDING SECTIONSA-401 MAIN LEVEL - ENLARGED FLOOR PLANA-402 MEZZANINE LEVEL - ENLARGED FLOOR PLANA-403 INTERIOR ELEVATIONSA-404 STAIR DETAILSA-431 BUILDING THERMO ENVELOPE DETAILSA-501 DOOR AND WINDOW SCHEDULEA-502 BUILDING DETAILS A-601 DOOR AND WINDOW SCHEDULEA-701 CEILING DETAILSA-801 MAIN LEVEL SIGNAGE PLANA-902 SIGNAGE DETAILS

MECHANICAL:M-001 MECHANICAL GENERAL INFORMATIONM-002 MECHANICAL SPECIFICATIONSM-003 MECHANICAL SPECIFICATIONSM-101 MECHANICAL PLANM-401 ENLARGED MECHANICAL PLANSM-501 MECHANICAL DETAILS AND SCHEDULES

PLUMBING:P-001 PLUMBING GENERAL INFORAMATIONP-002 PLUMBING SPECIFICATIONSP-101 PLUMBING PLANP-401 LARGE SCALE PLUMBING PLANSP-501 PLUMBING DETAILS AND SCHEDULES

ELECTRICAL:E-101 MAIN AND UPPER LEVEL LIGHTING PLANE-102 MAIN AND UPPER LEVEL POWER PLANE-103 DIAGRAMS AND SCHEDULES

EXIT CORRIDOR COMBUSTIBLE 0 HOUR

2,826774

MEZZANINE LEVEL

(60 + 120 + 60 + 120)(60 + 120 + 60 + 120)

B: MAIN - OFFICES / RESTROOMS 744 S. F.

SUITE B

TRAVEL DISTANCE: F1 200'ROOM / FLOOR

TOTAL REQUIRED 2

OFFICE / MAIN OFFICE / UPPER

7/25 = 0.247/25 = 0.24

OCCUP/WATER CLOSETS

PLUMBING FIXTURES TYPICAL SUITE

WAREHOUSE /MAIN 29/100 = .29 OR 1 = 0.1 OR 1

= 0.48 OR 1

1

7/40 = 0.1757/40 = 0.175

OCCUP/LAVATORIES

29/100 = .29 OR 1=0.29 OR 1

=0.35 OR 1

1

7/100 = 0.077/100 = 0.07

OCCUP/ DRINK FOUNTAIN

29/1000 = .029 OR 1 =0.029 OR 1

=0.14 OR 1

0.169 = 0.58= OR 1 0.64 =

TOTAL PROVIDED 2 2 1

OCCUP/URINALS

-

-

MEZZANINE LEVEL - OFFICE 589

SUITE B - NON-SEPARATED MAIN LEVELLIGHT MANUFACTURING / WAREHOUSEMAIN LEVEL - OFFICE

2,826774

MEZZANINE LEVELMEZZANINE LEVEL - OFFICE 589SUITE B - NON-SEPARATED

SUITE A - NON-SEPARATED

TOTAL SUITE B FIRE AREA: 4,189

TOTAL SUITE A FIRE AREA: 4,189

ROOM NAME

RECPTIONHALLOFFICE

MECHANICAL

OFFICEOFFICE

1104 67 / 100 = 1 1 10.2"UNI-SEX RR1103 25 / 100 = 1 1 10.2"JAN

1201 99 / 100 = 2 1 10.4"HALL

1103 46 / 100 = 1 1 10.2"UNI-SEX1103 2826 / 100 = 29 1 25.8"MANUFACT/WAREH

No. Description Date1 Revision 1 Date 1

4207 NW SIERRA DRIVE CAMAS, WA 98607

1516 WEST STONE FIELD WAY PLEASANT VIEW, UT

BUILDING OCCUPANCY IS EITHER FI OR S1 USE F1 WHICH IS MOST RESTRICTIVE

TABLE 1017.2: EXIT ACCESS TRAVEL DISTANCE

LEVEL

MAIN

MEZZ.

TOTAL SUITE "A"

TOTAL SUITE "B"

TOTAL BUILDING

1" = 60'-0"3

ARCHITECTURAL SITE PLAN - CODEREVIEW E

S

WN

OR

TH

B: MEZZ. OFFICES 589 S. F.

SUITE "A" TOTAL 4,189 S. F.

F1: MAIN - LIGHT MANUFACTURING / WAREHOUSE 2,826 S. F.

OCCUPANCY

B: MAIN - OFFICES / RESTROOMS 744 S. F.

B: MEZZ. OFFICES 589 S. F.

SUITE "A" TOTAL 4,189 S. F.

MAIN LEVEL TOTAL FIRE AREAMEZZANINE TOTAL FIRE AREATOTAL BUILDING FIRE AREA

7,2001,1788,378

COMMON PATH OF TRAVEL = 79' FEET INCLUDING INCLINE OF STAIRS

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

TO FDN2' - 0"

ABD A.1C.94

A-302

EAVE20' - 0"

3

A-301 A.15

STD OR HONED FACE CMU TOP COURSE ONLY

SPLIT FACE CMU

METAL PANEL STARTER TRIM

GABLE TRIM

CORNER TRIM

CMU COLUMN -SEE DETAIL

GABLE TRIM

CORNER TRIM


GRADE

CONCRETE FOOTING AND FOUNDATION SEE STRUCTURAL

STANDING SEAM METAL ROOF WITH THERMAL BLOCKS

METAL ROOF

HEAVY TIMBER COLUMN

C

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

TO FDN2' - 0"

1 2 3 4 5 65

A-302

EAVE20' - 0"

1

A-301

STD OR HONED FACE CMU TOP COURSE

ONLY

SPLIT FACE CMU


GABLE TRIM

CORNER TRIM

UPWARD ACTING SECTIONAL DOOR CMU COLUMN

GABLE TRIM

CORNER TRIM


GRADE


1" / 1'-0"1" / 1'-0"

HOLLOW METAL INSULATED DOOR - PAINTED

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

TO FDN2' - 0"

A B DA.1 C.94

A-302

EAVE20' - 0"

3

A-301A.10A.15


SPLIT FACE CMU


GABLE TRIM

CORNER TRIM

CMU COLUMN -SEE DETAIL

GABLE TRIM

CORNER TRIM


GRADE


STANDING SEAM METAL ROOF WITH THERMAL

BLOCKS

METAL ROOF

HEAVY TIMBER COLUMN

C

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

1234565

A-302

EAVE20' - 0"

1

A-301

HEAVY TIMBER TRUSS AND COLUMNS


SPLIT FACE CMU


GABLE TRIM

CORNER TRIM

UPWARD ACTING SECTIONAL DOORCMU COLUMN

THERMAL GLAZED STOREFRONT WITH THERMAL BREAK FRAMES

HEAVY TIMBER TRUSS

THERMAL GLAZED STOREFRONT WITH THERMAL BREAK FRAMESGABLE TRIM

CORNER TRIM


GRADE


METAL TRIM: CHARCOAL GREY - SIGNATURE 200 SEIRIES

PAINTED HOLLOW METAL DOORS: TO MATCH THIS COLOR

WINDOW FRAMES: TO MATCH THIS COLOR

METAL WALL PANNEL: ASH GREY SIGNATURE 200 SERIES

TOP COURSE: CHARCOAL GREY - RUNNING BOND HONED FACE 8" X8" X 16" CMU: DK GREY MORTAR

FIELD COURSES: CHARCOAL GREY - RUNNING BOND SPLT FACE 8" X 8" X 16" CMU

DK GREY MORTOR

EXTERIOR FINISH LEGEND:

COPYRIGHT 2018 BY




Scale

Project number

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Drawn by

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c

As indicated

8/31

/201

8 6:

34:1

7 A

M

A-201

EXTERIORELEVATIONS

Project Number

BRODY BARNES

Issue DateAuthor

Checker

BRODY BARNES

NORTHWESTREALTY

LEASE SPACE

Enter address here

1/8" = 1'-0"1 North

1/8" = 1'-0"2 East

1/8" = 1'-0"3 South

1/8" = 1'-0"4 West

No. Description Date



MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

TO FDN2' - 0"

1 2 3 4 5 6

5

A-302

EAVE20' - 0"

1

A-301

2756 SF

WAREHOUSE/SHOP

2108

2763 SF

WAREHOUSE/SHOP

1108

CONTRACTOR OPTION METAL STAIR WITH GUARDRAIL

CONTRACTOR OPTION WOOD STAIR WITH GYPSUM BOARD GUARDRAIL AND 2X TOP PLATE

1" / 1'-0"1" / 1'-0"

FOOTING SEE STRUCTURAL

COMPRESSION TRACK

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

T.O. FTG-2' - 0"

TO FDN2' - 0"

A B DA.1 C.94

A-302

EAVE20' - 0"

3

A-301

45 SF

UN-SEX

1107

68 SF

UN-SEX

1104

27 SF

JAN

1106

138 SF

OFFICE

1103

216 SF

RECEPTION

1101

138 SF

OFFICE

1203

70 SF

MECH

1202

2763 SF

WAREHOUSE/SHOP

1108

METAL ROOF PANEL

BUILDING THERMAL INSULATION

METAL WALL PANEL

WINDOW FIXED

WINDOW HEADER

FLOOR JOIST SEESTRUCTURAL

LAY-IN CEILING

STOREFRONT WINDOW SYSTEM

CONCRETE SLAB

8" MINIMUM COMPACTED GRANULAR FILL

LIGHT STORAGE

CONTRACTOR OPTION WOOD ON STEEL STAIRS

WOOD DOOR WITH HOLLOW METAL FRAME

COMPRESSION TRACK

EXTEND WALL 6" ABOVE CEILING

3/4" T&G OSB SHEATHING

GYP BD CEILING

GABLE TRIM

CAP TRIM

PBR METAL WALLPANEL

BUILDING STRUCTURALSTEEL - SEE MANUF.SHOP DRAWINGS

SPLIT FACE CMU

5" CONCRETE OVER 8" MINIMUM COMPACTED GRANULAR FILL

C

COPYRIGHT 2018 BY




Scale

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Issue date

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c

As indicated

8/31

/201

8 6:

34:1

8 A

M

A-301

BUILDING SECTIONS

Project Number

BRODY BARNES

Issue DateAuthor

Checker

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1/8" = 1'-0"3 CROSS SECTION

1/4" = 1'-0"1 LONGITUDENAL SECTION

BUILDING SEPERATION WALL SEE DETAILS A -302

BUILDING MAIN FRAME SEE SHOP DRAWINGS




STONE FIELD W

AY

HWY 89

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

TREES BOTANICAL NAME COMMON NAME QTY

ACER RUBRUM `NORTHWOOD` NORTHWOOD MAPLE 12

MALUS X `SPRING SNOW` SPRING SNOW CRAB APPLE 7

SHRUBS BOTANICAL NAME COMMON NAME QTY

EUONYMUS FORTUNEI `EMERALD GAIETY` TM EMERALD GAIETY EUONYMUS 8

PINUS MUGO `PUMILIO` MUGO PINE 6

ANNUALS/PERENNIALS BOTANICAL NAME COMMON NAME QTY

HEMEROCALLIS X `RED HOT RETURNS` RED HOT RETURNS DAYLILY 10

GRASSES BOTANICAL NAME COMMON NAME QTY

PANICUM VIRGATUM `SHENANDOAH` SWITCH GRASS 15

GROUND COVERS BOTANICAL NAME COMMON NAME QTY

4" DEEP STONE MULCH, 3`` DIA 'NEOPOLITAN' FOUND AT UTAH LANDSCAPING 2,472 SF ROCK, OR APPROVED EQUAL

THINOPYRUM PONTICUM `JOSE` TALL WHEATGRASS 3,560 SF

PLANT SCHEDULE

5' 4' 2'

SEE DETAIL A,SHEET L-1.1

SEE DETAIL B,SHEET L-1.1

LANDSCAPE BOULDERS, 2' - 5' DIA, 'WALNUT' FOUND AT UTAH LANDSCAPING, OR 23APPROVED EQUAL. MIN DIA IN ANY DIRECTION SHOULD BE 2'.

SEE DETAIL CSHEET L-1.1

SEE DETAIL DSHEET L-1.1

SEE DETAIL E,SHEET L-1.1

SEE DETAIL FSHEET L-1.1

APPROVED BY:

DATE:

SCALE:

CHECKED BY:

DESIGN BY:

NO

.:D

ATE

:D

ES

CR

IPTI

ON

:S

HE

ET

DE

SC

RIP

TIO

N:

SHEET:

PROJECT NUMBER:

13 AUGUST 2018

595-1803

NO. 5884697-5301KRISTOFOR L.KVARFORDT

S T A T E OF U T AH

LIC

ENSE

D

LANDSCAPE ARCHITEC

T

1"=20'

J. DAY

L. ANDERSON

L. ANDERSON

L-1.0

SCALE: 1"=20'

PLANTING PLAN

PROPOSEDBUILDING

PLANTING GENERAL NOTES

1. PLANTING PLAN IS DIAGRAMMATIC. CONTRACTOR SHALL VERIFY PLANT QUANTITIES AND NOTIFY LANDSCAPEARCHITECT OF ANY DISCREPANCIES BETWEEN PLANT SYMBOLS AND QUANTITIES PRIOR TO PURCHASE ORDER.

2. ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES. LANDSCAPE ARCHITECT RESERVES THE RIGHT TOREFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY AS DEFINED IN ANSI Z.60 AMERICAN STANDARDS FORNURSERY STOCK.

3. AMENDED PLANT BACKFILL MATERIAL SHALL BE A MIXTURE OF THREE (3) PARTS TOPSOIL TO ONE (1) PART PEAT MOSSAND SHALL BE MIXED ON SITE.

4. ALL PLANTINGS SHALL RECEIVE TWENTY-ONE (21) GRAM TABLETS OF "AGRIFORM" PLANT FERTILIZER (OR APPROVEDEQUAL) TO BE PLACED IN PLANTING PIT AND PER MANUFACTURERS RECOMMENDATIONS.

5. TREES PLANTED ADJACENT TO PUBLIC ROADS AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED TO EVEN (7) FEETHEIGHT CLEARANCE ABOVE PAVEMENT.

6. ALL PLANTING BEDS TO RECEIVE 4" MINIMUM CEDAR BARK MULCH MATERIAL OVER DeWITT WOVEN WEED BARRIERFABRIC OR APPROVED EQUAL-SUBMITTAL REQUIRED ON MULCH MATERIAL UNLESS OTHERWISE SHOWN IN PLAN.

7. ALL TURF AREAS TO RECEIVE MINIMUM 8" LOOSE FRIABLE TOPSOIL PRIOR TO SOD INSTALLATION.

8. ALL SHRUB BEDS TO RECEIVE 18" LOOSE FRIABLE TOPSOIL OVER ENTIRE AREA-PRIOR TO WEED BARRIER FABRIC ANDMULCH-USE AMENDED PLANT BACKFILL AS IDENTIFIED FOR ALL PLANTING PITS.

9. SITE SHALL RECEIVE AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED AND INSTALLED BY CONTRACTOR.CONTRACTOR TO COORDINATE ALL NECESSARY SLEEVING FOR AUTOMATIC IRRIGATION SYSTEM.

PLANTING KEYED NOTES

6' CHAIN LINK FENCE OVER 12" CONCRETE RIBBON, SEE DETAIL G & H, L-1.1.

6' CHAIN LINK FENCE (NO FENCE CURB - SEE PLAN) SEE DETAIL G, L-1.1.

BOLLARD STYLE GALVANIZED FINISH D-RING BIKE RACK, SEE DETAIL L, L-1.1

14' WIDE 6' HIGH CHAIN LINK GATE

UP

S T O N

E F I E L D W

A Y

P.U.E.10' - 0"

P.U

.E.

9' - 9 27/32"

P.U.E.10' - 0"

70' - 0"

LOT 2

1516 W

REAR YARD SETBACK10' - 0

"

29° 11' 56"

170.00'S

E

60° 48' 04"

255.82'S

W

60° 48' 04"

256.97'N

E

29° 35' 00"

170.00'N

W

25' - 0"

25' - 0"

49' - 7"

108' - 7 27/32"

60' - 0"

87' - 7"

58' - 6 3/32"

15' - 0"

86' - 0 15/32"

18' - 0"

5' - 0"

60' - 0"

7' - 2 1/2"

18' - 0"

30' - 0 3/8"

18' - 0"

15' - 0"

9' - 7 19/32"

54' - 0 1/4"

60' - 0"

32' - 0"

24' - 9 5/32"

18' - 0"

30' - 0 3/8"

18' - 0"

35' - 0 1/32"

9' - 7 19/32"

54' - 0 1/4"

56' - 11 27/32"

54' - 0 1/4"

32' - 0"

SS CW UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

CW

CW

CW

SS

SS

SS

SS

CW

M

SEW

ER STU

B UP

4" SS

6" SS

4" SS

SS

H I G

H W

A Y 89

25' - 2 3/8"

24' - 6 9/16"

120' - 5 11/16"

24' - 9 1/2"

M

COPYRIGHT 2018 BY




Scale

Project number

Issue date

Drawn by

Checked by


c

1" = 20'-0"

8/31

/201

8 6:

41:5

8 A

M

C-101

ARCHITECTURALSITE PLAN

Project Number

BRODY BARNES

Issue DateAuthor

Checker

BRODY BARNES

NORTHWESTREALTY

LEASE SPACE

Enter address here

1" = 20'-0"1 ARCHITECTURAL SITE PLAN

E

S

W

NO

RT

H




GENERAL NOTES:1. THIS SHEET IS FOR SITE DESIGN TO CONVEY

INFORMATION TO THE CIVIL ENGINEER - SEE CIVIL DRAWING FOR SITE DEVELOPMENT DRAWINGS

UP

UP

A-201

A-201

A-201

1

4

3

1

2

3

4

5

6

A B DA.1 C.9

4

A-302

5

A-302

A-4011

120'

- 0

"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

14' -

0"

2' -

0"

2' -

0"

3' -

4"

18' -

8"

18' -

8"

3' -

4"

2' -

0"

2' -

0"

14' -

0"

2' -

0"

14' -

0"

14' -

0"

2' -

0"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

3

A-301

60' - 0"

1' - 2" 18' - 10" 20' - 0" 18' - 10" 1' - 2"

1108A

1101

21062104

2101

2108A 2108B

2108C

1108C

1108B

2107

TENANT SEPARATION WALL1 HOUR WALL EA. SIDE OFCENTER LINE 1" SEPARATIONBETWEEN WALLS

1

A-301

11061104

1103

1107

FEC

FEC

FE

FE

A-403

8

7 6

A-403

5

2756 SF

WAREHOUSE/SHOP

2108

46 SF

UN-SEX

2107

45 SF

UN-SEX

1107

68 SF

UN-SEX

1104138 SF

OFFICE

1103

139 SF

OFFICE

2103

217 SF

RECPTION

210167 SF

UN-SEX

2104

97 SF

HALL

1102

96 SF

HALL

2102

25 SF

JAN

2106

2763 SF

WAREHOUSE/SHOP

1108

2102

46 SF

HALL

2105

27 SF

JAN

1106

216 SF

RECEPTION

1101

2103

1102

G-100 2

CCOPYRIGHT 2018

BY DON KNIGHTON ARCHITECT INC.

DRAWING MAY NOT BE REPRODUCE WITHOUT WRITTEN

CONSENT OF DON KNIGHTON ARCHITECT INC.

Scale

Project number

Issue date

Drawn by

Checked by


c

1/8" = 1'-0"

8/31

/201

8 6:

34:0

8 A

M

A-101

MAIN LEVEL - FLOORPLAN

Project Number

BRODY BARNES

Issue DateAuthor

Checker

BRODY BARNES

NORTHWESTREALTY

LEASE SPACE

Enter address here

1/8" = 1'-0"1 MAIN LEVEL - FLOOR PLAN E

S

W

NO

RT

H




GENERAL NOTES:1. ALL DIMENSIONS ARE TO FACE FOR

FRAMING UNLESS NOTED OTHERWISE.2. CONTRACTOR TO VERIFY ALL DIMENSION

AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

3. ALL MILLWORK BASE CABINET TO BE BUILT FOR 34" COUNTER HEIGHT.

4. PROVIDE A BUILDING ADDRESS AS SHOWN ON EXTERIOR ELEVATIONS - IF NOT SHOWN PROVIDE NUMBERS READLY VISABLE (6" mIN) FROM THE STREET OF CONTRASTING COLOR TO THE SURFACE APPLIED TO.

5. GENERAL CONTRACTOR TO PROVIDE A KEY BOX THAT MEETS THE REQUIREMENTS OF LOCAL FIRE DEPARTMENT FOR KEY BOXES. PROVIDE A MASTER KEY THAT WILL OPEN ALL DOORS AND ANY STORAGE FACILITIES THAT ARE EXTERIOR OF THE BUILDING. BOX TO BE MOUNTED 5'-0" ABOVE FINISHED GRADE IN LOCATION AS SHOWN ON THE DRAWINGS.

6. ALL WINDOWS ARE STOREFRONT WINDOWS WITH THERMO BREAK FRAMES -OPERABLE WINDOWS TO BE COMPATIBLE WITH STOREFRONT WINDOW FRAMES.

7. PROVIDE PORTABLE FIRE EXTINGUISHER ON HOOKS DURRING CONSTRUCTION NEAR LOCATION OF PERMENANT EXTINGUISHERS.

8. PROVIDE PORTABLE FIRE EXTINGUISHER AND CABINETS THROUGHOUT THE BUILDING AS SHOWN AND SHALL COMPY WITH THE REQUIREMENTS OF SECTION 906 OF THE 2015 INTERNATIONAL FIRE CODE. COORIDNATE THE LOCATIONS OF ALL EXTINGUISHERS WITH THE LOCAL FIRE MARSHAL PRIOR TO PLACEMENT - PROVIDE CABINETS WHERE SHOWN WITH SEMI RECESSED CABINETS AND WITH BREAK OUT VISION PANEL.

9. ALL EXTERIOR WALL ADJACENT TO PRE-FABRICATED METAL BUILDING WALL TO BE INSULATED WITH R-13 MINIMUM INSULATION.

10. ALL FOUNDATION WALLS TO BE INSULATED WITH R-9 RIGID HIGH DENSITY INSULATION. FROM TOP OF FLOOR SLAB TO TOP OF FOOTING. SEE SHEET A-431

11. PROVIDE 2X BLOCKING BEHIND ALL BATHROOM ACCESSORIES, STAIR HANDRAILS,AND ANY OTHER FIXTURES THAT ARE ATTACHED TO THE WALLS.

12. ALL GLASS AND GLAZING TO COMPLY WITH SECTION 2406.4 OF THE 2015 INTERNATION BUILDING CODE.

13. ALL GYPSUM BOARD SHALL BE TYPE "X" OR FIRE CODE TYPE BOARD. WALL ADJACENT TO SINKS OR OTHER WET AREAS ARE TO BE OF WATER RESISTANT GYPSUM BOARD.

14. PROVIDE PRECAUTIONS SUCH AS FIRE EXTINGUISHERS, FIRE APPARATUS ACCESS, ETC DURING CONSTRUCTION PER IFC 3304.

UP

3

4

A BA.1

A-403 3

A-4031

4

2

-

4

A-302

5

A-302

3.2

3.2

3.2

3.2

3.2

3.2

3.23.2

3.2

3.2

217 SF

RECPTION

2101

139 SF

OFFICE

210367 SF

UN-SEX

2104

97 SF

HALL

1102

25 SF

JAN

2106

2101

1101

2106

2107

1101

2101

2104

1

A-301

3.2

3.2 6.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

13' - 6 15/16" 12' - 3 5/8" 7' - 0 9/16" 3' - 4 7/8"1' - 6 15/16" 5' - 3 5/8"

4' -

9 1

/2"

1' -

10

1/2"1

' - 1

0"3'

- 6

7/8

"5'

- 0

"1'

- 1

0 1/

2"5'

- 2

1/2

"

2' -

6 1

/2"

A-403

8

7 6

A-403

5

1' -

9 1

/4"

1' -

4 3

/16"

138 SF

OFFICE

1103

68 SF

UN-SEX

1104

27 SF

JAN

1106

45 SF

UN-SEX

1107

216 SF

RECEPTION

1101

96 SF

HALL

2102

46 SF

HALL

2105

46 SF

UN-SEX

2107

C

2 3/8"1 1/4"

A-4043

46 SF

HALL

1105

5/8" TYPE X GYPSUM BOARD EACH SIDE, ATTACHED WITH 7/8" TYPE S BUGLE HEAD SCREWS

6" METAL STUDS AT 16" O.C.

LINE OF METAL TRACK

3" SOUND ATTENUATION INSULATION

5/8" TYPE X GYPSUM BOARD EACH SIDE, ATTACHED WITH 7/8" TYPE S BUGLE HEAD SCREWS - EXTEND ONE SIDE TO ROOF DECK

2" X 4" STUDS AT 16" O.C.

3" SOUND ATTENUATION INSULATION

1"

WALL BETWEEN SUITESUSE (2) TYPE 3.2

STAGGER JOINT FROM EACH SHEET

5/8" TYPE X GYPSUM BOARD

2 X 4 WOOD STUDS AT 16" O.C.

1/2" GAP BETWEEN WALL AND FOUNDATION WALL

R-13 BATT INSULATION

METAL WALL PANEL REVERSE ROLLED

FOUNDATION LINE

R-19 BATT INSULATION

1 1/4" 8"1/2"

3 1/2" 5/8"

8" ZEE GIRTS

COPYRIGHT 2018 BY




Scale

Project number

Issue date

Drawn by

Checked by


c

As indicated

8/31

/201

8 6:

34:2

0 A

M

A-401

MAIN LEVEL -ENLARGED FLOOR

PLAN

Project Number

BRODY BARNES

Issue DateAuthor

Checker

BRODY BARNES

NORTHWESTREALTY

LEASE SPACE

Enter address here

1/4" = 1'-0"1 MAIN LEVEL - FLOOR PLAN - ENLARGED

No. Description Date1 Revision 1 Date 1



HIGH LOW FOUNTAIN

JANITORIAL SINK

JANITORIAL SINK

HIGH LOWFOUNTAIN

1" = 1'-0"2 WALL TYPE 6.2

1" = 1'-0"4 WALL TYPE 3.2 - 1 HOUR

1" = 1'-0"5 WALL TYPE - EXTERIOR AT OFFICE

OMIT FOUNDATION INSULATION WHERE WALL IS FINISHED

Documents

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