Britespan_24x70_TENT_DWGS__FINAL_210202.pdf

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

COVER PAGE

FB-1

This project has been designed and fabricated in accordance with the following:

1. DESCRIPTION

Owner's Name and Address: THE CITY OF SEATTLE DEPT. FINANCE & ADMIN. SERVICES

KATE SPITZER

10503 INTERLAKE AVE. N., SEATTLE, WA. 98133

Building Supplier's Name and Address: BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE. S., TUKWILA, WA. 98188

Manufacturer's Name and Address: BRITESPAN BUILDING SYSTEMS INC.

688 JOSEPHINE ST. N. R.R.#1, WINGHAM, ON. N0G 2W0

Site Location: 10503 INTERLAKE AVE. N., SEATTLE, WA. 98133

Legal Address: 10503 INTERLAKE AVE. N., SEATTLE, WA. 98133

Building Type: ATLAS 18.1

Building Size: 24' x 70' @ 10' o.c. (1680 sq. ft.)

Applicable Building Code: ASCE 7-10 / IBC 2015 / SBC 2015

Intended Use and Occupancy: VEHICLE STORAGE

Use Group: CAT 1V - S-2

Fabric Type: RU88X-6 (FR) 400

2. DESIGN STANDARDS

The design as per ASCE 7-10 (SECTION 2.4.1 Allowable Stress Design), SEATTLE Building Code with 2015 IBC amendments, Minimum Design Loads for

Building and Other Structures. SANSI / AISC 360-10, Specification for Structural Steel Buildings AISI-Truss, North American Specification for the Design of

Cold-Formed Steel Structural Members NFPA 701, Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2015 Edition.

3. MANUFACTURING STANDARDS

Fabrication in accordance with ANSI / AISC 360-10 and AISI-Truss, as applicable. Welding in accordance with AWS D1.1 and D1.3 Structural Welding Code and AISI-Truss, as applicable. BRITESPAN Building Systems Inc. is an AWS approved fabricator as per B5.17 and QC17 standards. Welders have been qualified in accordance with QC7-93.

4. DESIGN CRITERIA

Risk Category: RISK CATEGORY IV

Exposure Category: EXPOSURE B- FULLY EXPOSED

Enclosure Category: PARTIALLY ENCLOSED

A) DEAD LOADS

I) Self-weight of Building Components

II) Collateral (hanging) load, not to exceed 2.0 psf uniform load plus 100 lb point loads (2 hanging points as shown in calculation package) as an allowance for mechanical, electrical ceiling, sprinklers, etc, or any combination there of.

B) LIVE LOADS

Live Loads determined in accordance with ASCE 7-10 / IBC 2015 / SBC 2015

Minimum roof live load. 12.0 psf

C) SNOW LOADS

Snow loads determined in accordance with ASCE 7-10 / IBC 2015 / SEBC 2015

Ground Snow Load, Pg (1/50) 25.0 psf

Roof Snow Load, Pf 25.2 psf

Exposure Factor, Ce 1.0

Thermal Factor, Ct 1.2

Importance Factor, Is 1.2

Sloped Roof Snow Co-efficient, Cs (0.72 Nominal)

D) WIND LOADS

Wind loads determined in accordance with ASCE 7-10 / IBC 2015 / SBC 2015

Wind Speed (V ult) 115 mph

Basic Wind Pressure, q 24.5 psf

Exposure Coefficient, Kz 0.85

Topographic Factor, Kzt 1.00

Directionality Factor, Kd 0.85

Wind load reducible by 0.6 in allowable stress load combinations that include wind.

E) LOAD COMBINATIONS

Load combinations determined in accordance with ASCE 7-10 / IBC 2015 / SBC 2015

BASE REACTION

THE MAXIMUM FORCES AT THE TRUSS SUPPORTS AT ELEVATION 100'-0", DUE TO THE LOADS LISTED ABOVE, ARE AS FOLLOWS:

NOTE: REACTIONS AT COMMON (OR INTERIOR) TRUSSES - END TRUSSES HAVE 1/2 TRIBUTARY WIDTH.

STRUCTURAL BOLT TORQUE VALUES (AS REFERENCE ONLY) RSCS APPROVED METHOD REQUIRED WHERE APPROPRIATE.

TABLE B LISTS THE BOLT CLAMP WITH SUGGESTED ASSEMBLY TORQUE VALUES.

MATERIAL SPECIFICATIONS:

ROLLED STRUCTURAL SECTIONS CONFORM TO ASTM A36 / A36M-14 (42W / 50W).

STRUCTURAL PLATE CONFORMS TO THE FOLLOWING SPECIFICATIONS:

PLATES ASTM A572 GR 42 / 50 & CSA G40.20 300W / 350W

H.S.S. ASTM A500 GRADE C / CSA G40.21 350W

COATINGS OF STRUCTURAL COUPLER & KINGPIN PLATES ARE HOT-DIP GALVANIZED IN ACCORDANCE WITH A123 / A123M-17.

ALL WELDED COMPONENTS (TRUSSES) ARE HOT-DIP GALVANIZED INSIDE AND OUT IN ACCORDANCE ASTM A123 / A123M-17.

PURLINS AND TIE-DOWN PIPE ARE PRE-GALVANIZED.

DIAGONAL BRACE STEEL CABLES EXTRA HIGH STRENGTH PER ASTM A475-03 (2014)

CROSS CABLES - Ø 5/16" TYP U/N.

STRUCTURAL COMPONENTS ARE AS FOLLOWS:

2 3/8" CHORD - 18" O-O USING 1 1/4" DIA. WEBS & 2 7/8" PURLINS.

ALL OTHER SIZE / GAUGES - MIN YIELD = 50ksi.

FABRIC / LINER NOTES

EXTERIOR FABRIC IS AN INTEGRAL PART OF THE STRUCTURAL SYSTEM; REMOVAL OR ALTERATION WITHOUT PRIOR

AUTHORIZATION IS PROHIBITED. ALL TEARS MUST BE PATCHED IMMEDIATELY TO AVOID WARRANTY PROBLEMS.

EXTERIOR FABRIC WILL DEFLECT UNDER LOAD, THEREFORE ALL BUILDING ACCESSORIES (LIGHTING, HVAC, SPRINKLERS, ETC)

MUST BE LOCATED BENEATH THE INNER CORD OF THE TRUSS. ANYTHING ABOVE THIS MUST BE REVIEWED AND APPROVED IN

WRITING BY BRITESPAN BUILDING SYSTEMS, INC. SEVERE DAMAGE TO THE BUILDING AND ACCESSORIES MAY RESULT FROM

FAILURE TO COMPLY WITH THIS REQUIREMENT.

FABRIC SPECIFICATIONS

ALL POLYETHYLENE MEMBRANES WILL POSSESS THE FOLLOWING MINIMUM SPECIFICATIONS:

DWG # DRAWINGS TITLE REL. DATE REL. DATE

FB-1 COVER PAGE 0 23.JUL.2020 4 11.JAN.2021

FB-2 BASEPLATE LAYOUT 0 23.JUL.2020 3 10.DEC.2020

BD-1 BASEPLATE DETAILS 0 23.JUL.2020 3 10.DEC.2020

FB-3 PROJECT LAYOUT 0 23.JUL.2020 2 02.OCT.2020

FB-4 PURLIN & X-CABLE LAYOUT 0 23.JUL.2020 4 11.DEC.2020

FB-5 BRACING LAYOUT - PLAN VIEW 0 23.JUL.2020 1 11.SEP.2020

FB-6 BRACING LAYOUT - ELEVATION 0 23.JUL.2020 2 02.OCT.2020

EW-1 ENDWALL 1 LAYOUT 0 23.JUL.2020 6 02.FEB.2021

EW-2 ENDWALL 2 LAYOUT 0 23.JUL.2020 6 02.FEB.2021

SD-1 STANDARD DETAILS 1 0 23.JUL.2020 2 02.OCT.2020

SD-2 STANDARD DETAILS 2 0 23.JUL.2020

SD-3 STANDARD DETAILS 3 0 23.JUL.2020 2 02.OCT.2020

SD-4 STANDARD DETAILS 4 3 10.DEC.2020 4 11.JAN.2021

ED-1 ENDWALL DETAILS 0 23.JUL.2020 5 01.FEB.2021

TABLE B - IMPERIAL

SIZE GRADE 5

DIA.

in Threads Per

Inch Tensile ksi

Min Proof Load lbs Clamp Load lbs Torque Dry ft-lbs Torque Lube ft-lbs 3/8 16 120 6600 4950 15 23

7/16 14 120 9050 6780 50 35 1/2 13 120 12100 9050 75 55 5/8 11 120 19200 14400 150 110 3/4 10 120 28400 21300 260 200

SIZE A325

1 1/4 7 105 71700 53800 1120 840 1 1/2 7 135 103000 77300 1775 1330

FR - RU88X-6 (FR) 400

Physical Properties Description

WEAVE Woven clear HDPE scrim

COATING LDPE, 4 mil (95 g/m /side)

WEIGHT 12 oz/ yd (407 g/m +/-5%

THICKNESS 23 mil (0.59 mm) ASTM D-1777

GRAB TENSILE WARP 370 lb 1664 N ASTM D-5034

WEFT 345 lb 1532 N

STRIP TENSILE (N/5cm) WARP 250 lb/in (2220) ASTM D-5035

WEFT 235 lb/in (2086)

TONGUE TEAR WARP 110 lb 488 N ASTM D-2261

WEFT 100 lb 444 N

TRAPEZOIDAL TEAR WARP 100 lb 444 N ASTM D-4533

WEFT 90 lb 400 N

MULLEN BURST 650 psi (4478 kPa) ASTM D-3786

LOW TEMPERATURE BEND -60°C ASTM D-2136

FR PERFORMANCE NFPA 701-2015, NFPA-701 (1989), ASTM E84-00a

CAN/ULC S109-M87

NOTE: INSULATION TO BE PROVIDED BY BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

TABLE A - BOLT TENSION

SIZE GRADE 5

in kips 5/8 18 3/4 28 7/8 39

1.0 51

SIZE A325

1 1/8 56 1 1/4 74 1 1/2 106

GENERAL

THIS DRAWING INCLUDES INFORMATION HERE-ON, REMAINS THE PROPERTY OF BRITESPAN BUILDING SYSTEMS, INC.

IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE SALES ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BRITESPAN BUILDING

SYSTEMS, INC.

THE ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING

IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING AND INDUSTRY STANDARDS

PERTAINING TO PROPER ERECTION INCLUDING THE PROPER USE OF TEMPORARY BRACING.

THIS BUILDING IS NOT DESIGNED TO BE LIFTED AS AN ASSEMBLED UNIT. BRITESPAN BUILDING SYSTEMS, INC. IS NOT

RESPONSIBLE FOR LOSSES AND / OR DAMAGE AS A RESULT OF LIFTING THIS BUILDING. IF, HOWEVER, IT HAS BEEN

DETERMINED TO LIFT THIS BUILDING, IT IS THE RESPONSIBILITY OF THE PERSON, FIRM OR COMPANY CONTRACTED TO

LIFT THE BUILDING TO SECURE THE SERVICES OF A QUALIFIED ENGINEER TO ENSURE THE LIFT DOES NOT DAMAGE

THE BUILDING AND TO DETERMINE AND FINALIZE ALL ASPECTS OF THE LIFT INCLUDING ALL PARTS / CONNECTORS TO

BE ADDED TO THE BUILDING TO FACILITATE THE LIFT.

BRITESPAN BUILDING SYSTEMS, INC. IS NOT RESPONSIBLE FOR ERRORS, OMISSION OR DAMAGES INCURRED IN THE

ERECTION OF THE COMPONENTS SHOWN ON THIS DRAWING, NOR FOR THE INSPECTION OF ERECTED COMPONENTS

TO DETERMINE THE SAME. ENGINEER OF RECORD (PSE) IS RESPONSIBLE FOR MEETING THE TERMS OF CONTRACT.

THIS CERTIFICATION AND ENGINEERING SEAL APPLIES ONLY TO PRODUCTS DESIGNED AND FABRICATED BY

BRITESPAN BUILDING SYSTEMS, INC. FOR THE LOADING CONDITIONS DESIGNED ON THESE DRAWINGS. CONCRETE

FOUNDATIONS & MISCELLANEOUS STEEL COMPONENTS ARE DESIGNED BY PSE, SUPPLIED BY BRITESPAN OF THE

PACIFIC NORTHWEST (BPNW). ERECTION SUPERVISION IS THE RESPONSIBILITY OF BRITESPAN OF THE PACIFIC

NORTHWEST (BPNW). ALL DOORS, WINDOWS AND ROLL-UP CURTAINS MUST BE DESIGNED TO SUPPORT THE SITE

WIND LOADING AND ARE RELIED ON TO BE CLOSED IN THE EVENT OF HIGH WINDS.

ANCHOR BOLTS

ANCHOR BOLT DIAMETERS ARE DETERMINED IN ACCORDANCE WITH ASTM F1554 USING MINIMUM GRADE 55 Fy = 55 KSI

(380 MPa). ANCHOR BOLT LENGTHS AND LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY PSE.

REFER TO FOUNDATION DRAWINGS.

ANCHOR BOLT PROJECTIONS AND LENGTHS ARE RESPONSIBILITY OF FOUNDATION ENGINEER (PSE). REFER TO

FOUNDATION DRAWINGS.

FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON

THE DRAWINGS.

FINISHED FLOOR ELEVATIONS AND UNDERSIDE OF BASE PLATE IS 100'-0" UNLESS NOTED.

ERECTION

THE ERECTION MUST PROVIDE SAFE WORKING CONDITIONS AND PRACTICES CONFORMING TO ALL SAFETY

REGULATIONS. ALL THE LIFTING DEVICES ARE TO BE SPECIFICALLY DESIGNED TO LIFT THE VARIOUS BUILDING

COMPONENTS. SLINGS AND SPREADER BARS ARE TO BE USED TO PREVENT PERMANENT DEFORMATION OF ALL

STRUCTURAL COMPONENTS.

ERECTION SHOULD START AT A BRACED BAY. ERECT AND TEMPORARILY SUPPORT TRUSSES. USE TEMPORARY

BRACING AS REQUIRED TO ENSURE STABILITY OF THE FRAMES. INSTALL PURLINS AND CROSS BRACING. PLUMB AND

SQUARE TRUSSES IN ACCORDANCE WITH CAN3-S16.1 AND OSHA 29 CFR PART 1926 - SAFETY STANDARD FOR STEEL

ERECTION.

ENSURE ALL PURLINS REMAIN PARALLEL.

STRUCTURAL FRAMING MEMBERS ARE CONSIDERED PLUMB, LEVEL, AND ALIGNED WHEN THE VARIANCE DOES NOT

EXCEED 1:300.

STRUCTURAL BOLTS

BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS, OR WHERE LOOSENING DUE TO VIBRATION OR LOAD

FLUCTUATIONS ARE NOT DESIGN CONSIDERATIONS NEED ONLY BE SNUG TIGHTENED, WHICH IS DEFINED AS THE

TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. ALL STRUCTURAL BOLT DIAMETERS LESS

THAN 1" CONFORM TO SAE J429 GR.5., BE PLATED / GALVANIZED OR JS500 COATED FINISH. ALL STRUCTURAL NUT

DIAMETERS LESS THAN 1" CONFORM TO SAE J995 GR.8., BE PLATED / GALVANIZED OR JS500 COATED FINISH.

ALL BOLTS LARGER THAN 1" DIA. CONFORM TO ASTM A325.

ALL OTHER DIA. HEX BOLTS CONFORM TO SAE GR.5 OR EQUIVALENT.

ALL BOLTS SHALL BE PLATED / GALVANIZED OR SUNSEAL COATED.

ALL BOLT REFERENCES REQUIRE BOTH BOLT AND NUT.

BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS SHALL BE SNUG TIGHTENED PER RCSC 9.1. THE

FOLLOWING TENSION SCHEDULE IS PROVIDED FOR REFERENCE;

ROOF PLAN NOTES

UNLESS NOTED, USE Ø5/8" BOLTS FOR PURLIN TO TRUSS, CABLE OR ROD BRACING TO TRUSS AND ANGLES TO TRUSS

FOR ALL CONNECTIONS.

CABLE / ROD AND PURLIN BRACING ARE AN INTEGRAL PART OF THE TRUSS STRUCTURAL SYSTEMS AND SHOULD BE

PROPERLY INSTALLED PRIOR TO ERECTION OF FABRIC ROOF AND ENDWALL PANELS. REMOVAL OR ALTERATION OF

ANY BRACING WITHOUT PRIOR AUTHORIZATION FROM BRITESPAN BUILDING SYSTEMS, INC. IS PROHIBITED.

ELEVATION NOTES

HOLES REQUIRED IN HSS COLUMNS, HEADERS OR PURLINS FOR FRAMED OPENINGS - FIELD DRILLED. DOOR OR

WINDOW POST CONNECTIONS TO BE BY ERECTOR.

WALK DOOR, WINDOW AND FRAMED OPENING POSTS TO BE FIELD ANCHORED TO CONCRETE WITH Ø1/2" "HILTI

KWIK-BOLTS" OR SIMILAR

MATERIAL STORAGE

GALVANIZED, ALUMINIZED, AND COLORED MATERIALS ARE SUBJECT TO CORROSION AND DISCOLORATION IF THEY ARE

IMPROPERLY STORED. SHORT TERM JOB SITE STORAGE OF STEEL COMPONENTS MAY BE TOLERATED, PROVIDED CARE

IS TAKEN TO KEEP THE MATERIALS DRY AT ALL TIMES. WHEN TRUSSES ARE TO BE STORED OUTDOORS, THEY SHOULD

BE PLACED AT AN ANGLE SUFFICIENT TO PROMOTE GOOD DRAINAGE. IN ADDITION, SEVERAL INCHES OF CLEARANCE

MUST BE PROVIDED BETWEEN THE LOWER END AND THE GROUND TO ALLOW VENTILATION.

NOTE: BRITESPAN BUILDING SYSTEMS, INC. WILL NOT BE HELD RESPONSIBLE FOR MATERIALS WHICH ARE IMPROPERLY

PROTECTED AFTER DELIVERY.

BRITESPAN BUILDING SYSTEMS, INC. IS AN AWS CERTIFIED DIVISION 2.1 MANUFACTURER OF TRUSSES. ALL WELDS ARE

COMPLETED IN SHOP AS PER AWS STANDARD AWS D1.3. AS PART OF OUR AWS CERTIFICATION AN INDEPENDENT THIRD

PARTY TESTS OUR WELDERS AND PROCEDURES AND AUDITS OUR FACILITIES. THIS CERTIFICATION MEETS WITH AWS

D1.1 AND D1.3 CRITERIA.

FOUNDATION DESIGN IS BY PSE.

MINIMUM EDGE DISTANCE OF ANCHOR BOLT CENTRELINE TO EDGE OF CONCRETE FOUNDATION SHALL BE 4 INCHES.

ANCHOR DESIGN IS BY FOUNDATION ENGINEER (PSE).

FOUNDATION DESIGNER (PSE) SHALL DETERMINE ANCHOR BOLT SIZE AND TYPE FOR BRITESPAN LOADS. PROPER

MINIMUM EDGE DISTANCE FROM CENTER OF ANCHORS TO EDGE OF CONCRETE SIDEWALLS AND ENDWALLS SHALL BE

PROVIDED FOR THE ANCHOR TYPE. FOR FOUNDATION DESIGN & RESPONSIBILITY - PLEASE SEE FOUNDATION

DRAWINGS (DESIGNED & SUPPLIED BY PSE).

*** MAINTENANCE REQUIREMENTS FOR THE STRUCTURE ***

Years 1 - 2 every 12 months - 100% of all cable tensioning inspected and reported to in writing to BRITESPAN and Engineer of structure.

Years 3 - 10 every 24 months - 25% of all cable tensioning (randomly chosen) - where tensioning found not adequate, check all other similar cable tensioning, report in writing to BRITESPAN and Engineer of structure.

*** NOTE ***

TEMPORARY BRACING / SUPPORTS REQUIRED DURING ERECTION OF BUILDING. BRACING MUST

REMAIN IN PLACE UNTIL STRUCTURE AND ALL PERMANENT BRACING IS COMPLETELY

INSTALLED.

TEMPORARY BRACING DESIGN AND SUPPLY IS NOT THE RESPONSIBILITY OF BRITESPAN

BUILDING SYSTEMS INC.

TEMPORARY BRACING - DESIGN & SUPPLY IS THE SOLE RESPONSIBILITY OF BRITESPAN OF THE

PACIFIC NORTHWEST AND THEIR INSTALL TEAM.

END WALL UNFACTORED REACTIONS - SO-7533

PART #

WIND

PRESSURE

(Ksf)

VERT.

REACTION

(Kip)

LONGIT.

REACTION

(Kip)

END 1 EC-1 0.02 0.20 1.38

END 2 EC-1 0.02 0.20 1.38

70'-0" C-C OF TRUSSES

10'-0" o/c TYP.

A

B

C

C

O

F

A

N C

H O

R

B

O L T

S

O

B

A S

E P

L A

T E

S

70'-4 1/2" O-O OF BASEPLATES

1 2 8

BD-1

A

BD-1

B

BD-1

C

3 4 5 6 7

BD-1

D

PD

3'-4" ~26'-0"~40'-8"

BD-1

Y

A N

C H

O R

E D

B

Y

B

P N

W

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

BASEPLATE LAYOUT

FB-2

PD = PERSONNEL DOOR

1 2

TOP VIEW

TOP VIEW

GRID

I/SO/S

GRID

TOP VIEW

BD-1

A

ATLAS 18 - LEFT

BASEPLATE DETAIL

BD-1

C

ATLAS 18 - RIGHT

BASEPLATE DETAIL

BD-1

B

ATLAS 18 - COMMON

BASEPLATE DETAIL

PN 192

PN 193

PN 193

2) 7/8" HOLES ANCHOR BOLTS

DESIGNED BY PSE & SUPPLIED

BY BPNW

GRID

GRID

7"

GRID

GRID

O/S

I/S

O/S

I/S

I/S O/S

O/S

I/S

2) 7/8" HOLES ANCHOR BOLTS

DESIGNED BY PSE & SUPPLIED

BY BPNW

2) 7/8" HOLES ANCHOR BOLTS

DESIGNED BY PSE & SUPPLIED

BY BPNW

Ø

Ø

Ø

TRUSS ANCHOR NOTES:

1) BASE PLATES DESIGNED FOR Ø 3/4"

ANCHORS.

2) ANCHOR TYPE, EMBEDMENT AND

PROJECTION AS DETERMINED BY

FOUNDATION ENGINEER - PSE.

3) ALL ANCHORS TO BE SUPPLIED &

INSTALLED BY BPNW.

END WALL ANCHOR NOTES:

1) BASE PLATES DESIGNED FOR TWO

Ø 5/8" ANCHORS.

2) ANCHOR TYPE, EMBEDMENT AND

PROJECTION AS DETERMINED BY

FOUNDATION ENGINEER - PSE.

3) ALL ANCHORS TO BE SUPPLIED &

INSTALLED BY BPNW.

3"

3"

8"

4"

GRID

I/S O/S

D

BD-1

BASEPLATE DETAIL

4X4 HEADER / BASE

ANCHOR-BOLT HOLES: Ø 11/16"

PLATE THICKNESS: 1/4"

PART NUMBER: 2805

2"

" 1"

ANCHOR BOLTS

DESIGNED BY PSE &

SUPPLIED BY BPNW

C

L

BD-1

Y

CEE CHANNEL

BASEPLATE DETAIL

TRUSS

I/S

O/S

~1

~3

~2

1" 2"

~2

~1

~1

1"

2"

"3

1"

~3"

1"

11/16" HOLES ANCHOR

BOLTS DESIGNED BY PSE

& SUPPLIED BY BPNW

11/16" HOLES ANCHOR

BOLTS DESIGNED BY PSE

& SUPPLIED BY BPNW PN 196PN 2407

8" CEE-CHANNEL

TYP.

ALIGN O/S OF

C-CHANNEL

HEADER WITH O/S

OF 2 3/8" CHORD

~3'-4" I-I

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

BASEPLATE DETAILS

BD-1

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

1 2 w x h

R

A

T

O

R

A

S

E

P

L

A

T

E

S

S

I

L

E

V

A

T

I

O

N o c

T

P

O

S

E

P

L

A

T

E

S

G

R

I

E

V

A

T

I

N

O

S

E

P

L

A

T

E

S

G

R

I

E

V

A

T

I

S

E

P

L

A

T

E

S

S

I

E

V

A

T

I

O

N o c

T

P

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

PROJECT LAYOUT

FB-3

MAIN COVER: GREY FR

ENDFLAPS: GREY FR

ENDWALLS: WHITE FR

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

NOTE:

BUILDING IS DESIGNED AS PARTIALLY

EXPOSED (Ce=1.0) AND PARTIALLY ENCLOSED

1 5

7 2

P

PURLIN LAYOUT

FOR CABLE

BRACED BAYS

PURLIN LAYOUT

FOR UNBRACED

COMMON BAYS

P

C2

C1

22'-3 9/16" C-C OF ANCHOR BOLTS

24'-0" O-O OF TRUSS

P

C3

P

P

SD-2

K

SD-2

L

20'-11 1/8" I-I OF TRUSS

BRACED BAYS

GRIDLINES 1-2 & 7-8

UNBRACED BAYS

GRIDLINES 2-7

SD-2

M

3 4

FB-4

A-A

BRACING LEGEND

ITEM DESCRIPTION

X = CROSS CABLE 5/16"

P = TYPICAL PURLIN - 2-7/8" DIA. X 14 GA.

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

ATLAS 18

24GM

10' BAY

ITEM # LENGTH

C1 CABLE 861142-9 142"

C2 CABLE 861147-9 147"

C3 CABLE 861173-9 173"

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

PURLIN & X-CABLE LAYOUT

FB-4

TRUSS COMPONENTS FOR ATLAS 18.0 - 24GM

LOCATION ITEM # PART # QTY. DESCRIPTION

INTERIOR

1 115 1 TRUSS - AT 18 - 24' CENTRE - COMMON

2 112 2 TRUSS - AT 18 - 24'/32' BASE - COMMON

3 2641 2 SWIVEL PLATE WA - AT 18 - COMMON

4 192 2 BOOT - AT 18 - GROUND MOUNT - COMMON

END

5 116 1 TRUSS - AT 18 - 24' CENTRE - END

6 113 1 TRUSS - AT 18 - 24'/32' BASE - LEFT END

7 114 1 TRUSS - AT 18 - 24'/32' BASE - RIGHT END

8 2642 1 SWIVEL PLATE WA - AT 18 - LEFT END

9 2643 1 SWIVEL PLATE WA - AT 18 - RIGHT END

10 193 2 BOOT - AT 18 - GROUND MOUNT - END

ZERO-TO-ZERO OF BASE PLATES = 49'-1 5/8"

ASSEMBLED TRUSS WEIGHT w/ BASEPLATES ~ 350 lbs (each)

FABRIC PANEL

OUTER CHORD

(ALL GRIDS)

DETAIL A-A

THERMA TAPE - APPLY

GROUND TO GROUND,

APPLY ON TOP OF

COUPLER PROTECTORS

ATLAS 18.0 - 24' WIDE

C

C

A

N C

H O

R

B

O L T

S

B

A

2 8

SD-1

I

SD-1

J

SD-1

H

SD-1

G

73 4 5 6

70'-0" C-C OF TRUSSES

10'-0" o/c TYP.

PURLIN LEGEND

ITEM DESCRIPTION

TYPICAL PURLIN 2-7/8" DIA. X 14 GA.

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

BRACING LAYOUT - PLAN VIEW

FB-5

PLAN VIEW

FOR PURLIN DETAILS SEE: SD-1

FOR CABLE DETAILS SEE: SD-2

70'-0" C-C OF TRUSSES (GRID A)

10'-0" o/c TYP.

BD-1

A/C

SD-1

E

BD-1

B

SD-1

F

8 7 3456

70'-0" C-C OF TRUSSES (GRID B)

10'-0" o/c TYP.

1 2

SD-1

E

BD-1

B

873 4 5 6

BD-1

A/C

SD-1

F

PD 123

(8"

CEE

CHANNEL)

PART # QTY.

COMPONENTS (in)

PD-1,2,3

ESS HORIZONTAL w/ BRACKETS (8" CHANNEL)

HZ-1 1

1529-39 (2 1/2 - 14GA) + 1531-97 (2 7/8" 14GA) PRE-GALV

184 2 BRKT - HORIZ. SADDLE WITH TAB - 2 3/8" CHORD

2407 1 HEADER/ BASE ANGLE- 4" X 6" HSS - 3" CENTRES

HZ-1

SD-1

I

BD-1

Y

~40'-8"~26'-0"

B

B

3'-0"x7'-0" DOOR

3'-4"x7'-2" R.O.

PURLIN LEGEND

ITEM DESCRIPTION

TYPICAL PURLIN 2-7/8" DIA. X 14 GA.

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

CUT & FORM CHANNEL TO

MATCH FABRIC LINE.

COVER EDGES WITH

THERMATAPE TO PROTECT

FABRIC

8" CHANNEL

CUT TO OVERLAP & TEK

SCREW TOGETHER

FASTENING TUBE

~18" ABOVE B.O.T.

ZERO

HEADER CHANNEL

FLUSH TO OUTSIDE

OF OUTER TRUSS CHORD

SECTION 'B-B'

FINAL FINISH OF DOOR FRAME

DESIGNED & SUPPLIED BY

BPNW

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

BRACING LAYOUT - ELEVATION

FB-6

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

FOR PURLIN DETAILS SEE: SD-1

FOR CABLE DETAILS SEE: SD-2

ELEVATION

TRUSS BASEPLATES

ELEV. 100'-0"

FOUNDATION BASE

ELEV. PER GRADING

TRUSS BASEPLATES

ELEV. 100'-0"

FOUNDATION BASE

ELEV. 98'-0 1/2"

W

X

W 184

24'-0" O-O OF STEEL

22'-3 9/16" C-C OF ANCHOR BOLTS

U/S BASE

EL: 100'-0"

BASE WALL

EL: 98'-0 1/2"

ZERO

FOUNDATION DESIGNED BY PSE

& SUPPLIED BY BPNW

E C

PART # QTY.

COMPONENTS (in)

EC-1 2 1518-HSS- VERTICAL- 4" X 4" X 1/8"- 2" CENTRES - 183"

160 2 BRKT- 4" DEEP HSS TOP SADDLE- 2-3/8" CHORD

2805 4 HEADER/ BASE ANGLE- 4" X 4" HSS - 2" CENTRES

HD-1 1 1523- HSS- HEADER- 4" X 4" X 1/8"- 167"

189 4 HEADER ANGLE- 4" X 4" HSS - 2" CENTRES

4784 1 DOOR ANGLE - TOP OF WALL TO HSS

E C

14'-0"

HD-1

14'w x 14'h

RATED DOOR

13'-11" [167]

14'-4"3'-11 3/4" 3'-11 3/4"

H H HH

36" X 36"

FRAMED VENT

BY BPNW

ANCHORED

BY BPNW

2) 1-1/2" DIA.

PENETRATION

BY BPNW

(OPTIONAL 2805)

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

ENDWALL 1 LAYOUT

EW-1

GRIDLINE 1 - END 1

Y 4784

T 160

T

Y

NOTES:

1. "H" DENOTES BLOCK WINCH & STRAP FOR FASTENING TUBE

2. EC VERTICAL LOCATION DIMENSIONS ARE TO THE CENTRELINE OF MEMBERS

3. FIELD DRILL HSS AS REQUIRED

4. FINAL FABRIC TERMINATION DESIGNED & SUPPLIED BY BPNW FOR ALL APRONS

5. STL STUDS FOR INSULATIONS ARE ON THE STEM WALLS. SOME UNISTRUTS FOR EQUIPMENT

SUPPORT ARE ALSO ANCHORED TO THE STEM WALL. REFER TO STRUCTURAL DWG.

V

V 189

5 6

PART # QTY.

COMPONENTS (in)

EC-1 2 1518-HSS- VERTICAL- 4" X 4" X 1/8"- 2" CENTRES - 160"

160 2 BRKT- 4" DEEP HSS TOP SADDLE- 2-3/8" CHORD

2805 4 HEADER/ BASE ANGLE- 4" X 4" HSS - 2" CENTRES

24'-0" O-O OF STEEL

22'-3 9/16" C-C OF ANCHOR BOLTS FOUNDATION DESIGNED BY PSE

& SUPPLIED BY BPNW

E C

14'-4"3'-11 3/4" 3'-11 3/4"

P E

R

G R

A D

E

U/S BASE

EL: 100'-0"

ZERO

H H H HHH

T.O. FINISHED FLOOR

EL: 98'-0"

E C

12" EXHAUST

FAN BY BPNW

~6'-0" TYP.

NOTE:

DUE TO THE COMPLEX NATURE OF VARYING

MANUFACTURED COMPONENTS, UNISTRUT

& MECHANICAL ATTACHMENTS TO BE

PROVIDED & INSTALLED BY TRADE SPECIFIC

CONTRACTORS.

ATTACHMENT

POINT

TYP.

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

ENDWALL 2 LAYOUT

EW-2

GRIDLINE 8 - END 2

NOTES:

1. "H" DENOTES BLOCK WINCH & STRAP FOR FASTENING TUBE

2. EC VERTICAL LOCATION DIMENSIONS ARE TO THE CENTRELINE OF MEMBERS

3. FIELD DRILL HSS AS REQUIRED

4. FINAL FABRIC TERMINATION DESIGNED & SUPPLIED BY BPNW FOR ALL APRONS

5. STL STUDS FOR INSULATIONS ARE ON THE STEM WALLS. SOME UNISTRUTS FOR EQUIPMENT

SUPPORT ARE ALSO ANCHORED TO THE STEM WALL. REFER TO STRUCTURAL DWG.

T

Db

Db 2805

T 160

5 6

SD-1

J

COMMON PURLIN

CONNECTION DETAIL

COMMON PURLIN (P)

ATTACHED TO BOTTOM HOLES

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

O U

T S

I D

E

D

G

COMMON

INTERIOR TRUSS

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

SD-1

G

COMMON TRUSS

CONNECTION DETAIL

END

EXTERIOR TRUSS

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

SD-1

H

END TRUSS

CONNECTION DETAIL

SD-1

I

RIDGE PURLIN w/KING PIN

CONNECTION DETAIL

RIDGE PURLIN (P)

ATTACHED TO TOP HOLES

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

2) 5/8"Ø x 2 1/2"

HEX BOLTS TYP.

O U

T S

I D

E

D

G

COUPLER PROTECTOR - INSTALL

PRIOR TO THERMA TAPE

1) RUBBER ENDFLAP PROTECTOR PN 949

(END TRUSSES ONLY) w/ 2) TEK3 x 1 1/4"

SCREWS & CURVED WASHERS PN 452

- INSTALL AFTER THERMA TAPE

COUPLER PROTECTOR - INSTALL

PRIOR TO THERMA TAPE

WINCH MOUNT (PN 147)

FOR 320 COVER w/

2) 5/8"Ø x 2 1/2" HEX BOLTS &

1) 5/8"Ø x 1 1/4" HEX BOLT

FOR WINCH

COMMON A18 SWIVEL PLATE

(PN 2641) w/

7) 5/8"Ø x 2 1/2" HEX BOLTS

BOTTOM VIEW

SD-1

E

320 COMM. GROUND MOUNT

CONNECTION DETAIL

COMMON TRUSS

BLOCK WINCH

FOR 320 STYLE

BLDG COVER

WINCH MOUNT

COMMON SWIVEL

PLATE

COMMON 320

GROUND MOUNT w/

1) 5/8"Ø x 8"

HEX BOLT AND

2) WASHERS

ANCHOR BOLTS &

FOUNDATION

DESIGNED BY PSE &

SUPPLIED BY BPNW

(TYP.)

END A18 SWIVEL PLATE

(PN 2642L/2643R) w/

7) 5/8"Ø x 2 1/2" HEX BOLTS

BOTTOM VIEW

SD-1

F

320 END GROUND MOUNT

CONNECTION DETAIL

END TRUSS

BLOCK WINCH

FOR 320 STYLE

BLDG COVER

WINCH MOUNT

END SWIVEL

PLATE (L/R)

END 320 GROUND

MOUNT w/

1) 5/8"Ø x 8"

HEX BOLT AND

2) WASHERS

ANCHOR BOLTS &

FOUNDATION

DESIGNED BY PSE & SUPPLIED

BY BPNW (TYP.)

O/S

I/S

O/S

I/S

O/S

I/S

O/S

I/S

WINCH MOUNT (PN 147)

FOR 320 COVER w/

2) 5/8"Ø x 2 1/2" HEX BOLTS &

1) 5/8"Ø x 1 1/4" HEX BOLT

FOR WINCH

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

STANDARD DETAILS 1

SD-1

U

T S

I D

E

D

G

SD-2

K CROSS CABLES AT DOGBONE

CONNECTION DETAILS

O U

T S

I D

E

D

G

SD-2

L CROSS CABLES AT KINGPIN

CONNECTION DETAILS

SD-2

M

CROSS CABLES AT SWIVEL PLATE

CONNECTION DETAILS

SINGLE BRACED END BAY

O U

T S

I D

E

D

G

SINGLE BRACED END BAY

CROSS CABLE

INSTALLATION POINT

CROSS CABLE

INSTALLATION POINT

COMMON

TRUSS

END

TRUSS

COMMON

TRUSS

END

TRUSS

CROSS CABLE

ASSEMBLY

w/ SINGLE TAB

1) 5/8"Ø x 2 1/2" HEX BOLT

SINGLE BRACED END BAY

CROSS CABLE

ASSEMBLY

w/ SINGLE TAB

1) 5/8"Ø x 3" HEX BOLT

CROSS CABLE ASSEMBLY

w/ SINGLE TAB

END TRUSS &

SWIVEL PLATE

1) 5/8"Ø x 2 1/2" HEX BOLT

COMMON TRUSS

& SWIVEL PLATE

NOTE:

- INSTALL ALL TURNBUCKLES AT ONE END FOR

EASE OF INSTALLATION.

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

STANDARD DETAILS 2

SD-2

NOTE:

ENDFLAP WINCH CAN ALSO BE

INSTALLED ON FRONT FACE

OF FOUNDATION AS SHOWN IN

N / SD-3.

ENDFLAP

END TRUSS & SWIVEL PLATE

BLOCK WINCH w/

1) 5/8"Ø x 1 1/4" HEX BOLT

END FLAP CABLE THROUGH D-RING,

AROUND THE TRUSS AND INTO THE

BLOCK WINCH

SKIVE END FLAP COATING FROM STEEL

CABLE TO ENSURE STEEL CABLE IS FIRMLY

SECURED IN WINCH BEFORE TORQUING

PVC TUBE

GLUE BOTH ENDS

ROUND FASTENING TUBE

3) TEK5 x 1 1/2" SELF DRILLING SCREWS

SD-3

O

END FLAP CABLE & WINCH

CONNECTION DETAIL

SD-3

P

PVC / FASTENING TUBE

CONNECTION DETAILS

~6"

~9"

STD. 24" o/c

SPACING

TOP OF END WALL FABRIC TO

LINE UP WITH TOP OF OUTER

CHORD

CAMBUCKLES

Ø 1" PVC

SD-3

Q

ENDWALL FABRIC @ PERIMETER PVC

CONNECTION DETAILS

BUFFER BOARD DESIGNED &

SUPPLIED BY BPNW

ZERO POINT

LASHING STRAP

BUILDING COVER

WINCH MOUNT (PN 147)

w/ 1) 5/8"Ø x 1 1/4" HEX

BOLT FOR BLOCK WINCH

320 STYLE APRON

(SHOWN AS CUSTOM

~8" BELOW ZERO)

TERMINATION DESIGNED &

SUPPLIED BY BPNW

SECTION 'A-A'

2 7/8" Ø FASTENING TUBE

320 STYLE TENSION POCKET

(SHOWN AS STANDARD

~18" ABOVE B.O.T.)

BLOCK WINCH

SD-3

N

320 STANDARD COVER

CONNECTION DETAIL

COMMON

TRUSS

END

TRUSS

SD-3

O

SD-3

Z

FASTENING TUBE

(INTERIOR VIEW)

END FLAP

CABLE

PVC TUBE

A

A

END FLAP WINCH w/

ANCHOR DESIGNED BY PSE

& SUPPLIED BY BPNW

(OPTIONAL LOCATION)

NOTE: 24" PVC NOTCHING

END FLAP WINCH w/ ANCHOR

DESIGNED BY PSE & SUPPLIED

BY BPNW (OPTIONAL LOCATION)

END FLAP TO BE

WRAPPED AROUND

END TRUSS &

SECURED BY END

FLAP CABLE

ZERO

BUFFER BOARD DESIGNED &

SUPPLIED BY BPNW

TERMINATION DESIGNED &

SUPPLIED BY BPNW

LASHING STRAP

ENDWALL COVER

320 STYLE APRON

(SHOWN AS CUSTOM ~8"

BELOW ZERO)

320 STYLE TENSION POCKET

(SHOWN AS STANDARD ~18"

ABOVE ZERO)

WINCH MOUNT (PN 228) w/

1) Ø 5/8" x 1 1/4" HEX BOLT

FOR BLOCK WINCH

Ø 2 7/8" FASTENING TUBE

SD-3

S

320 ENDWALL FABRIC

CONNECTION DETAIL

LEFT HAND LASHING

WINCH (PN 319A)

USE COTTER PIN

(PN 456)

RIGHT HAND LASHING

WINCH (PN 318A)

USE COTTER PIN

(PN 456)

SD-3

R

UPDATED WINCH DETAIL USING

COTTER PIN TO HOLD RELEASE BAR

SD-3

Z

FASTENING TUBE SADDLE

CONNECTION DETAILS

FT END SADDLE BRACKET FOR RND. TUBE

2 7/8" CHORD - 2 7/8" PIPE = PN 207

1) 1/2" x 4" CARRIAGE BOLT (FIELD DRILL AS REQ'D)

2) TEK5 x 1 1/2" SELF DRILLING

SCREWS

2 7/8" Ø FASTENING TUBE

NO END CAP REQUIRED

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

STANDARD DETAILS 3

SD-3

ZERO POINT

BUILDING COVER

SECTION 'A-A' INSULATION DETAIL

ZERO

ENDWALL COVER

ENDWALL INSULATION DETAIL

FABRIC LINER

DESIGN & SUPPLIED

BY BPNW

TERMINATION

DESIGNED BY

BPNW

2 LAYERS OF R-32, R-64 - INSTALLED

WITH STAGGERED JOINTS DESIGN &

SUPPLIED BY BPNW

ENSURE RIGID INSULATION

EXTENDS UP TO BATT INSULATION

DESIGN & SUPPLIED BY BPNW

3" THICK R-15 RIGID

INSULATION COVERED w/

FABRIC - DESIGN &

SUPPLIED BY BPNW

3" THICK R-15 RIGID

INSULATION COVERED w/

FABRIC - DESIGN &

SUPPLIED BY BPNW

ENSURE RIGID

INSULATION EXTENDS

UP TO BATT

INSULATION DESIGN &

SUPPLIED BY BPNW

2 LAYERS OF BATTS

- LAYER R-13

- LAYER R-13

w/ STAGGERED JOINTS -

DESIGN & SUPPLIED BY BPNW

TERMINATION

DESIGNED BY

BPNW

FABRIC LINER

DESIGN & SUPPLIED

BY BPNW

TENT INSULATION NOTES:

GENERAL NOTES:

1. IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS READILY

OBSERVABLE DURING INSPECTIONS.

2. INSTALL 3" R-15 CONTINUOUS RIGID INSULATION ON STEM WALL AT EXTERIOR SIDE. TYPICAL FOR BOTH TENTS.

24X70 SINGLE BAY TENT:

A. INSULATION INSTALLATION IN THE ROOF AND ARCHED WALL AREAS WILL USE 1" SUSPENSION BANDS TO SUPPORT AND HOLD THE BATTS. THESE

BANDS WILL BE INSTALLED ON THE TOP OF THE LOWER CHORD HORIZONTALLY TRUSS TO TRUSS AT APPROXIMATELY 30" TO 36" INTERVALS. WE

WILL PUNCH HOLES IN THE BANDS AND THE 2 LAYERS WILL BE PINNED WITH STICK PINS AND LOCKING WASHERS TO SECURE THEM TO THE

BANDS. THE BUILDING WILL HAVE 2 LAYERS OF R-32, R-64 TOTAL. THE INSULATION LAYERS WILL HAVE STAGGERED JOINTS. SELF TAPPING

METAL SCREWS WILL BE USED TO ATTACH BANDS AND INSUL-HOLD PRODUCT INTO THE STRUCTURE FRAMING.

B. INSTALLATION IN ENDWALL AREAS WILL BE 2 LAYERS OF R-13 BATTs, INSTALLED WITH STAGGERED JOINTS. THE INSTALLATION WILL INCLUDE

USING THE METAL ROLLED INSUL-HOLD PRODUCT TENSIONED VERTICALLY WITH 2 RUNS PER 4' BATT. WE WILL ALSO USE THE STICK PINS AND

LOCKING WASHERS TO HELP SECURE THE BATTS INSTALLED IN PRE-PUNCHED HOLES IN THE ROLLED PRODUCT.

C. EXACTING DETAILS WILL PROVIDE ATTACHMENTS TO SATISFY INSTALLER'S PROPRIETARY METHODS THEY HAVE USED OVER THE PAST 20 YEARS.

POSSIBLE MINOR CHANGES AND OR SOME ADDITIONAL SECUREMENT MAY BE CALLED FOR BASED UPON JOB CONDITIONS REVEALED AS WE

ATTEMPT THIS INSTALL. ENDWALLS WILL CONTAIN ADDITIONAL 8" STUDS TO ALLOW FOR INSULATION WITHOUT COMPRESSION.

TERMINATION DESIGNED

BY BPNW

TERMINATION

DESIGNED BY

BPNW

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

STANDARD DETAILS 4

SD-4

U

4x4 HSS WINDPOST - 2 3/8" CHORD

CONNECTION DETAILS

D

ED-1BD-1

Ø2 1/2" & Ø2 7/8" ESS HORIZONTAL

Ø5/8" x 1 1/4" HEX BOLT

HORIZONTAL SADDLE w/ TAB

2 3/8" CHORD (PN 184)

MINIMUM OVERLAP

8"

3) TEK5 x 1 1/2" SELF

DRILLING SCREWS

W

ESS HORIZONTAL TO TRUSS

CONNECTION DETAIL

2 3/8" CHORD - Ø1/2" x 4"

CARRIAGE BOLT

TOP VIEW

ED-1

6) Ø5/8" x 5 1/2" HEX BOLTS

(FIELD DRILL AS REQUIRED)

4" HSS HEADER ANGLE

PN 189

HSS VERTICAL

4"x4"x1/8" HSS HEADER

V

4" HSS HEADER

SECTION FRONT

CONNECTION DETAIL

ED-1

SADDLE w/ TAB FOR

PERSONNEL DOOR

2 7/8" TUBE (PN 244)

4) TEK5 x 1 1/2"

SELF DRILLING

SCREWS

ESS HORIZONTAL TUBE

Ø1/2" x 4" CARRIAGE BOLT

X

WALK DOOR - CEE CHANNEL TO ESS

CONNECTION DETAIL

ED-1

SECTION

BLOCK WINCH w/

Ø5/8" x 1 1/4" HEX BOLT

DOOR JAMB BASE (PN 196) w/

ANCHOR BOLTS DESIGNED BY

PSE & SUPPLIED BY BPNW

2) TEK5 x 1 1/2" SELF DRILLING

SCREWS

FRONT

8" CEE CHANNEL

PERSONNEL

DOOR FRAME

4x4 HSS WINDPOST

BOTTOM CHORD

HSS TOP SADDLE

PN 160

FRONT VIEW SIDE VIEW

O U

T S

I D

E

BLOCK WINCH (L/R)

WINCH MOUNT ANGLE

PN 228

4x4 HSS BASE ANGLE

PN 2805

Ø 5/8" x 4" CARRIAGE BOLT

PN 440

Ø 5/8" x 5" CARRIAGE BOLT

Ø 5/8" x 1 1/4" HEX BOLT

2) Ø 5/8" x 6" HEX BOLT

ANCHOR BOLTS DESIGNED

BY PSE & SUPPLIED BY

BPNW

SADDLE w/ TAB FOR

PERSONNEL DOOR

2 7/8" TUBE (PN 244)

4) TEK5 x 1 1/2"

SELF DRILLING

SCREWS

BASEPLATE ANGLE (PN 2407)

w/ ANCHOR BOLTS DESIGNED

BY PSE & SUPPLIED BY BPNW

2) TEK5 x 1 1/2" SELF DRILLING

SCREWS

8" CEE CHANNEL

PERSONNEL

DOOR FRAME

2) 5/8" X 5" HEX BOLTS

FIELD DRILL AS REQ'D

ANCHOR BOLTS DESIGNED &

SUPPLIED BY BPNW

Y

DOOR ANGLE

TOP OF WALL TO HSS

ED-1

4x4 HSS WINDPOST

BOTTOM CHORD

HSS TOP SADDLE

PN 160

Ø 5/8" x 4" CARRIAGE BOLT

PN 440

Ø 5/8" x 5" CARRIAGE BOLT

T

4x4 HSS WINDPOST - 2 3/8" CHORD

CONNECTION DETAILS

ED-1

O U

T S

I D

E

BLOCK WINCH (L/R)

WINCH MOUNT ANGLE

PN 228

Ø 5/8" x 1 1/4" HEX BOLT

Ø 5/8" x 6" HEX BOLT

(FIELD DRILL AS REQ'D)

ANCHORS DESIGNED &

SUPPLIED BY BPNW

FRONT VIEW SIDE VIEW

ANCHORS DESIGNED &

SUPPLIED BY BPNW

THIS DRAWING IS PROPERTY OF BRITESPAN

BUILDING SYSTEMS INC.. ANY REPRODUCTION IN

WHOLE OR IN PART WITHOUT THE EXPRESSED

WRITTEN CONSENT OF BRITESPAN BUILDING

SYSTEMS INC. IS PROHIBITED. THIS DRAWING IS

NOT TO SCALE UNLESS OTHERWISE NOTED.

DRAWN BY:

CHECKED BY:

DATE:DESCRIPTION:

JIKH

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVE.

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN. SERVICES

10503 INTERLAKE AVE. N.

SEATTLE, WA. 98133

ATLAS 18.0

24' x 70' - 320 GM

10' O.C.

SO# 7533

24-320-320-14-0

0 ISSUED FOR CONSTRUCTION 23.JUL.2020

1 1 REV. PROFILE TO A18.0, REV. PER CUSTOMER 11.SEP.2020

COMMENTS - JLK

2 REV. NOTES & PD PER CUSTOMER - JIKH 02.OCT.2020

3 CR3,4 REVISED NOTES PER CUSTOMER - NLW 10.DEC.2020

4 CR5,6 REVISED NOTES PER CUSTOMER - NLW 11.JAN.2021

5 CR7 REVISED NOTES PER CUSTOMER - NLW 01.FEB.2021

6 CR8 REVISED NOTES PER CUSTOMER - NLW 02.FEB.2021

/ 14JLK

- LICENCED PROFESSIONAL ENGINEER -

FOR BRITESPAN BUILDING SYSTEMS INC.

TF: 800-407-5846

www.britespanbuildings.com

REV: CR.#

CUSTOMER:

ENDWALL DETAILS

ED-1