Britespan_55X40_TENT_DWGS__FINAL_210202.pdf

COVER PAGE

FB-1

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

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

1. DESCRIPTION

Owner's Name and Address: CITY OF SEATTLE FINANCE & ADMIN SERVICES - KATE SPITZER

10503 INTERLAKE AVENUE NORTH, SEATTLE, WA. 98133

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

18449 CASCADE AVENUE SOUTH, 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 AVENUE NORTH, SEATTLE, WA. 98133

Legal Address: 10503 INTERLAKE AVENUE NORTH, SEATTLE, WA. 98133

Building Type: ATLAS 18.1

Building Size: 55' x 40' @ 5' & 6' o.c. (2200 sq. ft.)

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

Intended Use and Occupancy: VEHICLE - COMMERCIAL

Use Group: CAT IV - 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 Existing 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 (NON COASTAL)- 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 plus 200 lb point loads (7 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 / SEBC 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 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 / SEBC 2015

Wind Speed (V ult) 115 mph

Basic Wind Pressure, q 18.86 psf

Exposure Coefficient, Kz 1.00

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 / SEBC 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 29.JUL.2020 5 02.FEB.2021

FB-2 BASEPLATE LAYOUT 0 29.JUL.2020 3 14.JAN.2021

BD-1 BASEPLATE DETAILS 0 29.JUL.2020 2 02.OCT.2020

FB-3 PROJECT LAYOUT 0 29.JUL.2020 2 02.OCT.2020

FB-4 PURLIN & X-CABLE LAYOUT 0 29.JUL.2020 2 02.OCT.2020

FB-5 BRACING LAYOUT - PLAN VIEW 0 29.JUL.2020 2 02.OCT.2020

FB-6 BRACING LAYOUT - ELEVATION 0 29.JUL.2020 2 02.OCT.2020

EW-1 ENDWALL 1 LAYOUT 0 29.JUL.2020 5 02.FEB.2021

EW-2 ENDWALL 2 LAYOUT 0 29.JUL.2020 5 02.FEB.2021

SD-1 STANDARD DETAILS 1 0 29.JUL.2020 2 02.OCT.2020

SD-2 STANDARD DETAILS 2 0 29.JUL.2020 14.JAN.2021

SD-3 STANDARD DETAILS 3 0 29.JUL.2020 2 02.OCT.2020

SD-4 STANDARD DETAILS 4 4 01.FEB.2021

ED-1 ENDWALL DETAILS 0 29.JUL.2020 3 14.JAN.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

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

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

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;

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

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-7534

PART #

WIND

PRESSURE

(Ksf)

VERT.

REACTION

(Kip)

LONGIT.

REACTION

(Kip)

END 1

EC-1 0.02 0.54 1.67

EC-2 0.02 0.96 2.62

EC-3 0.02 0.98 2.68

END 2

EC-1 0.02 0.70 2.89

EC-2 0.02 0.98 3.79

40'-0" C-C OF TRUSSES

A

B

C

C

O

F

A

N C

H O

R

B

O L

T S

40'-3" O-O OF BASEPLATES

O

B

A S

E P

L A

T E

S

83 4 5 76

BD-1

C

BD-1

B

BD-1

A

5'-0" o/c

BD-1

D

68'-1 7/8"68'-1 7/8"

6'-0" o/c

TYP. U/N

5'-0" o/c

4'-0"

1'-8"

1'-8"

4'-0"

BD-1

E

3'-4" CLEAR

ANCHORED BY

BPNW

3'-4" CLEAR

ANCHORED BY

BPNW

A N

C H

O R

E D

B

Y

B

P N

W A

N C

H O

R E

D

B

Y

B

P N

W A

N C

H O

R E

D

B

Y

B

P N

W

BASEPLATE LAYOUT

FB-2

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

BD-1

A

ATLAS 18 - LEFT

BASEPLATE DETAIL

BD-1

C

ATLAS 18 - RIGHT

BASEPLATE DETAIL

BD-1

B

ATLAS 18 - COMMON

BASEPLATE DETAIL

GRID

8"

8"

4" 4"

4"

4"

8"

8"

4"

6 1/2"

4"

1 1/2"

2) 13/16" HOLES ANCHOR

BOLTS, DESIGNED BY PSE

& SUPPLIED BY BPNW

1" 6"1"

1" 4" 3"

GRID

GRID

GRIDGRID GRID

Ø

Ø

2) 13/16" HOLES ANCHOR

BOLTS, DESIGNED BY PSE

& SUPPLIED BY BPNW

2) 13/16" HOLES ANCHOR

BOLTS, DESIGNED BY PSE

& SUPPLIED BY BPNW

8"

8"

4"

6 1/2"

4"

1 1/2"

1" 4"3"

Ø

O/S

I/S

I/SO/S

O/S

I/S

O/S

I/S

I/S O/S

TRUSS ANCHOR NOTES:

1) BASE PLATES DESIGNED FOR Ø 5/8" OR

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.

3"

3"

5"

GRID

I/S O/S

E

BD-1

BASEPLATE DETAIL

6X4 HEADER / BASE

ANCHOR BOLTS

DESIGNED BY PSE &

SUPPLIED BY BPNW

C

L

ANCHOR-BOLT HOLES: Ø 11/16"

PLATE THICKNESS: 1/4"

PART NUMBER: 2407

8"

4"

5"

3"

3"

7"

GRID

I/S O/S

D

BD-1

BASEPLATE DETAIL

8X4 HEADER / BASE

ANCHOR BOLTS

DESIGNED BY PSE &

SUPPLIED BY BPNW

C

L

ANCHOR-BOLT HOLES: Ø 11/16"

PLATE THICKNESS: 1/4"

PART NUMBER: 2372

8"

4"

7"

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.

BASEPLATE DETAILS

BD-1

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

S

E

P

L

A

T

E

S

G

R

I

L

E

V

A

T

I

N w x h

R

A

T

E

D

D

O

O

R h

R

A

T

E

D

D

O

O

R h

R

A

T

E

D

D

O

O

R o c

S

E

P

L

A

T

E

S

S

I

E

V

A

T

I

O

N o c

T

Y

P

U

N o c

S

E

P

L

A

T

E

S

G

R

I

E

V

A

T

I o c

S

E

P

L

A

T

E

S

S

I

E

V

A

T

I

O

N o c

T

Y

P

U

N o c

MAIN COVER: WHITE FR

ENDFLAPS: WHITE FR

ENDWALLS: WHITE FR

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

PROJECT LAYOUT

FB-3

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

NOTE:

BUILDING IS DESIGNED AS FULLY

EXPOSED (Ce=1.0) AND PARTIALLY

ENCLOSED

SD-2

FB-4

A-A

54'-4" C-C OF ANCHOR BOLTS

55' O-O OF BASEPLATES

2 5

P

SD-2

M

P

SD-2

N

P

41 1 4

C1

C1

C1

P

C1

P

C2

P

P

C1

C1

C1

P

C1

P

C2

3 7

PURLIN LAYOUT

FOR CABLE

BRACED BAYS

BRACED BAYS

GRIDLINES 1-8

P

P

P

P

P

P

P

P

ATLAS 18.1

55' L6

11' BAY 12' BAY

ITEM # LENGTH ITEM # LENGTH

C1 CABLE 861182-9 182" 861191-9 191"

C2 CABLE 861149-9 149" 861160-9 160"

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

BRACING LEGEND

ITEM DESCRIPTION

X = CROSS CABLE 5/16"

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

PURLIN & X-CABLE LAYOUT

FB-4

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

ATLAS 18.1 - 55'L6 WIDE

TRUSS COMPONENTS FOR ATLAS 18.1 - 55' L6

LOCATION ITEM # PART # QTY. DESCRIPTION

INTERIOR

1 6285 3 TRUSS - A18.1 - 50' - COMMON

2 6262 2 TRUSS - A18.1 - 50' STRONG HALF - COMMON

3 7103 2 LEG - A18.1 - 55L6 COMMON

END

4 6286 3 TRUSS - A18.1 - 50' - END

5 6263 2 TRUSS - A18.1 - 50' STRONG HALF - END

6 7104 1 LEG - A18.1 - 55L6 - LEFT END

7 7105 1 LEG - A18.1 - 55L6 - RIGHT END

ZERO-TO-ZERO OF BASE PLATES = 96'-1 3/8"

ASSEMBLED TRUSS WEIGHT w/ BASEPLATES ~ 830 lbs (each)

FABRIC PANEL

OUTER CHORD

(ALL GRIDS)

DETAIL A-A

THERMA TAPE - APPLY

GROUND TO GROUND,

APPLY ON TOP OF

COUPLER PROTECTORS

B

C

C

A

N C

H O

R

B

O L

T S

84 5 76

SD-1

L

SD-1

K

SD-1

G

SD-1

I

40'-0" C-C OF TRUSSES

5'-0" o/c

6'-0" o/c

TYP. U/N

5'-0" o/c

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

PURLIN LEGEND

ITEM DESCRIPTION

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

PLAN VIEW

FOR PURLIN DETAILS SEE: SD-1

FOR CABLE DETAILS SEE: SD-2

BRACING LAYOUT - PLAN VIEW

FB-5

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

21 83 4 5 76

BD-1

B

SD-1

F

BD-1

A/C

SD-1

H

SD-1

L

SD-1

I

SD-1

J

40'-0" C-C OF TRUSSES

5'-0" o/c

6'-0" o/c

TYP. U/N

5'-0" o/c

SD-1

G

CABLE LEGEND

ITEM DESCRIPTION

CROSS CABLE 5/16"

PURLIN LEGEND

ITEM DESCRIPTION

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

BRACING LAYOUT - ELEVATION

FB-6

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

ELEVATION

TRUSS BASEPLATES

ELEV. 100'-0"

FOUNDATION BASE

ELEV. PER GRADE

FOR PURLIN DETAILS SEE: SD-1

FOR CABLE DETAILS SEE: SD-2

FOUNDATION DESIGNED BY

PSE & SUPPLIED BY BPNW

TRUSS BASEPLATES

ELEV. 100'-0"

FOUNDATION BASE

ELEV. 99'-6"

14'-4"

ZERO

FOUNDATION

DESIGNED BY PSE &

SUPPLIED BY BPNW

4'-0"

HD-1

E C

14'-4"

14'-0"

14'-0"

13'-11" [167]13'-11" [167]

14'-0"

14'-4"

1'-8" 1'-8"

E C

E C

E C

HD-1HD-1

4'-0"

E C

E C

L

E G

13'-11" [167]

HZ-1

14'w x 14'h

RATED DOOR

14'w x 14'h

RATED DOOR

14'w x 14'h

RATED DOOR

PART # QTY.

COMPONENTS (in)

EC-1 2 1521- HSS- VERT- 4" X 8" X 3/16"- 5" CENTRES- 199"

166 6 BRKT- HSS TOP SADDLE W/ TAB - 2 3/8" CHORD

562 6 BRKT- TOP PLATE ASSY. 4x8/10- 2 3/8"/2 7/8"/3 1/2" CRD

2372 24 HEADER/ BASE ANGLE- 4" X 8" HSS - 5" CENTRES

EC-2 2 1521- HSS- VERT- 4" X 8" X 3/16"- 5" CENTRES- 354"

EC-3 2 1521- HSS- VERT- 4" X 8" X 3/16"- 5" CENTRES- 360"

HD-1 3 2373- HSS- HEADER- 4" X 8" X 3/16"- 5" CENTRES- 201"

HZ-1 1

1528-39 (2 1/2 - 14GA) + 1530-146 ( 2 7/8"-14GA) PRE-GALV

195 2 BRKT - ESS HORIZ. ANGLE

4784 6 DOOR ANGLE - TOP OF WALL TO HSS

54'-4" C-C OF ANCHOR BOLTS

55' O-O OF BASEPLATES

GRID A GRID B

H H H HHH U/S BASE

EL: 100'-0"

T.O. FINISHED FLOOR

EL: 99'-6"

36" X 36"

FRAMED VENT

BY BPNW

ANCHORED

BY BPNW

2) 1-1/2" DIA.

PENETRATIONS FOR

COMMUNICATIONS

CONDUITS BY BPNW

ANCHORED

BY BPNW

ANCHORED

BY BPNW

V

X

CC

ENDWALL 1 LAYOUT

EW-1

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

GRIDLINE 1 - END 1

AA 195

X 2372

V 166, 562

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.

AA

CC 4784

5 6

5'-0" 6'-8"

C

HZ-1

E C

E C

E C

8'-4" 8'-4" 11'-8"11'-8" 14'-4"

10'-0 1/4" [120

PART # QTY.

COMPONENTS (in)

EC-1 2 2408- HSS- VERTICAL- 4" X 6" X 3/16"- 3" CENTRES- 306"

161 2 BRKT- 6" DEEP HSS TOP SADDLE- 2-3/8" CHORD

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

EC-2 2 1521- HSS- VERT- 4" X 8" X 3/16"- 5" CENTRES- 354"

166 2 BRKT- HSS TOP SADDLE W/ TAB - 2 3/8" CHORD

562 2 BRKT- TOP PLATE ASSY. 4x8/10- 2 3/8"/2 7/8"/3 1/2" CRD

2372 4 HEADER/ BASE ANGLE- 4" X 8" HSS - 5" CENTRES

EC-3 2 1518-HSS- VERTICAL- 4" X 4" X 1/8"- 2" CENTRES - 120.25"

7114 2 SQUARE CHORD BRACKET TO 4" X 4" HSS

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

HZ-1 1

1528-39 (2 1/2 - 14GA) + 1530-146 ( 2 7/8" 14GA) PRE-GALV

195 2 BRKT - ESS HORIZ. ANGLE

HD-1 4 1523- HSS- HEADER- 4" X 4" X 1/8"- 83"

189 8 HEADER ANGLE- 4" X 4" HSS - 2" CENTRES

U/S BASE

EL: 100'-0"

BASE WALL

EL: PER GRADE

ZERO

FOUNDATION

DESIGNED BY PSE &

SUPPLIED BY BPNW

L

E G

54'-4" C-C OF ANCHOR BOLTS

55' O-O OF BASEPLATES

GRID B GRID A

H H HH H H H H HHHHH

T.O. FINISHED FLOOR

EL: ~98'-8" (2% SLOPE)

H

3'-4"

H D

H D

EC-3

NOTE:

DUE TO THE COMPLEX NATURE OF VARYING

MANUFACTURED COMPONENTS, UNISTRUT &

MECHANICAL ATTACHMENTS TO BE PROVIDED &

INSTALLED BY TRADE SPECIFIC CONTRACTORS.

3'-4"

H D

H D

EC-3

ANCHORED

BY BPNW

ANCHORED

BY BPNW

ATTACHMENT

POINT

TYP.

ATTACHMENT POINT

TYP.

SEE DETAIL C-C

EW-2

C-C

EW-2

C-C

EW-2

C-C

H

3" OPENING FOR 2"

FRAMED VENT BY

BPNW

18" EXHAUST

DUCT BY BPNW

36" X 36"

FRAMED VENT

BY BPNW

M

X

M

X

PANEL

POINT

TYP.

ENDWALL 2 LAYOUT

EW-2

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

GRIDLINE 8 - END 2

V

W

Y

D

V 166, 562

W 161

AA 195

BB 7114

Y 2805

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.

BB Z

E

AA

Z 189

Da 2372 (4X8)

E 2407 (4X6)

DETAIL C-C

ALL CONNECTIONS TO TRUSS MUST BE

INSTALLED WITHIN 2" OF A PANEL POINT.

NO CONNECTIONS TO PURLINS ALLOWED.

SD-1

K

COMMON PURLIN

CONNECTION DETAIL

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

SD-1

F

420 COMMON LEG

CONNECTION DETAIL

COMMON LEG TRUSS

COMMON

BASEPLATE PLATE

ANCHOR BOLTS &

FOUNDATION

DESIGNED BY PSE &

SUPPLIED BY BPNW

(TYP.)

2) 13/16"Ø HOLES FOR

ANCHOR BOLTS DESIGNED BY PSE

& SUPPLIED BY BPNW

CABLE TABS

TOP VIEW

SD-1

H

420 END LEG

CONNECTION DETAIL

END LEG TRUSS

END

BASEPLATE PLATE

ANCHOR BOLTS &

FOUNDATION

DESIGNED BY PSE &

SUPPLIED BY BPNW

(TYP.)

2) 13/16"Ø HOLES FOR

ANCHOR BOLTS DESIGNED BY PSE

& SUPPLIED BY BPNW

CABLE TAB

TOP VIEW

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

I

END TRUSS

CONNECTION DETAIL

COMMON PURLIN (P)

ATTACHED TO BOTTOM HOLES

SD-1

L

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

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

COUPLER PROTECTOR - INSTALL

PRIOR TO THERMA TAPE

ALL BAYS

NO PURLIN

REQUIRED AT

SIDE OF LEG

SD-1

J

LEG PURLIN(S)

CONNECTION DETAILS

STANDARD DETAILS 1

SD-1

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

NOTE: NO POINT LOADS

ALLOWED ON PURLINS.

DOUBLE BRACED BAYS

U

T S

I D

E

D

G

SD-2

M CROSS CABLES AT DOGBONE

CONNECTION DETAILS

CROSS CABLE

ASSEMBLY

w/ SINGLE TAB

COMMON

TRUSS

1) 5/8"Ø x 3" HEX BOLT

END

TRUSS

CROSS CABLE

INSTALLATION POINT

O U

T S

I D

E

D

G

SD-2

N CROSS CABLES AT KINGPIN

CONNECTION DETAILS

NOTE:

- INSTALL ALL TURNBUCKLES AT ONE

END FOR EASE OF INSTALLATION.

TOP VIEW

SD-2

O CROSS CABLES AT LEG

CONNECTION DETAILS

CROSS CABLE ASSEMBLY

COMMON LEG END LEG

O U

T S

I D

E

D

G

DOUBLE BRACED END BAY

TOP VIEW

CROSS CABLE

ASSEMBLY

w/ DOUBLE TAB

DOUBLE BRACED BAYS

TOP VIEW

CROSS CABLE

ASSEMBLY

w/ SINGLE TAB

1) 5/8"Ø x 2 1/2" HEX BOLT

CROSS CABLE

INSTALLATION POINT

CROSS CABLE

ASSEMBLY

w/ DOUBLE TAB

COMMON

TRUSS

END

TRUSS

NOTE:

- INSTALL ALL TURNBUCKLES AT ONE

END FOR EASE OF INSTALLATION.

STANDARD DETAILS 2

SD-2

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

ENDFLAP

END TRUSS & BASE PLATE

BLOCK WINCH w/ ANCHOR BOLT

DESIGNED BY PSE & SUPPLIED BY

BPNW

END FLAP CABLE AROUND

THE TRUSS AND INTO THE

BLOCK WINCH

NOTE:

ENDFLAP WINCH CAN ALSO BE

INSTALLED ON FRONT FACE

OF FOUNDATION AS SHOWN IN

Q / SD-3.

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

U

END FLAP CABLE & WINCH

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

T

UPDATED WINCH DETAIL USING

COTTER PIN TO HOLD RELEASE BAR

~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

P

ENDWALL FABRIC @ PERIMETER PVC

CONNECTION DETAILS

SD-3

S

PVC / FASTENING TUBE

CONNECTION DETAILS

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

R

320 ENDWALL FABRIC

CONNECTION DETAIL

BUFFER BOARD DESIGNED &

SUPPLIED BY BPNW

ZERO POINT

320 STYLE APRON

(SHOWN AS CUSTOM

~8" BELOW ZERO)

TERMINATION DESIGNED &

SUPPLIED BY BPNW

2 7/8" Ø FASTENING TUBE

LASHING STRAP

BLOCK WINCH w/

ANCHOR BOLT DESIGNED

& SUPPLIED BY OTHERS

BUILDING COVER

320 STYLE TENSION POCKET

(SHOWN AS STANDARD

~18" ABOVE ZERO)

SECTION 'A-A'

SD-3

Q

320 STANDARD COVER

CONNECTION DETAIL

COMMON

LEG TRUSS

END

LEG TRUSS

SD-3

U

SD-3

CC

FASTENING TUBE

(INTERIOR VIEW)

END FLAP

CABLE

PVC TUBE

A

A

END FLAP WINCH w/

ANCHOR DESIGNED BY

PSE & SUPPLIED BY

BPNW

1" RATCHETS

w/BELTING

NOTE: 24" PVC NOTCHING

SD-3

CC

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

END FLAP TO BE

WRAPPED AROUND

END TRUSS &

SECURED BY END

FLAP CABLE

STANDARD DETAILS 3

SD-3

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

**IMPORTANT**

PROTECT FABRIC

FROM CONTACT WITH

ALL SHARP EDGES

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-19, R-38 - 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.

55X40 THREE 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-19, R-38 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

STANDARD DETAILS 4

SD-4

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14

JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #

4x8 HSS WINDPOST

BOTTOM CHORD

2) Ø5/8" x 5" HEX BOLTS

4x8 HSS BASEPLATE

PN 2372

2) Ø5/8" x 6" HEX BOLTS

HSS TOP SADDLE w/ TAB

PN 166

FRONT VIEW SIDE VIEW

O U

T S

I D

E

Ø5/8" x 4" CARRIAGE BOLT

PN 440

HSS TOP PLATE ASSY.

4x8/10 - PN 562

2) TEK5 x 1 1/2" SELF DRILLING

SCREWS

Ø5/8" x 2 1/2" HEX BOLT W/ 2) HEX NUTS

4x8 HSS WINDPOST

BOTTOM CHORD

2) Ø5/8" x 5" HEX BOLTS

HSS TOP SADDLE w/ TAB

PN 166

Ø5/8" x 4" CARRIAGE BOLT

HSS TOP PLATE ASSY.

4x8/10 - PN 562

2) TEK5 x 1 1/2" SELF DRILLING

SCREWS

Ø5/8" x 2 1/2" HEX BOLT W/ 2) HEX NUTS

V

4x8 HSS WINDPOST - 2 3/8" CHORD

CONNECTION DETAILS

ED-1

D

BD-1

DD

4x8 HSS WINDPOST - 2 3/8" CHORD

CONNECTION DETAILS

ED-1

ANCHOR BOLTS DESIGNED BY PSE

& SUPPLIED BY BPNW

4x6 HSS WINDPOST

BOTTOM CHORD

Ø5/8" x 4" CARRIAGE BOLT

PN 440

Ø5/8" x 7" CARRIAGE BOLT

BLOCK WINCH (L/R)

WINCH MOUNT ANGLE

PN 228

Ø5/8" x 1 1/4" HEX BOLT

4x6 HSS HEADER/BASE

ANGLE PN 2407

2) Ø5/8" x 6" HEX BOLT

HSS TOP SADDLE

PN 161

FRONT VIEW SIDE VIEW

O U

T S

I D

E

W

4x6 HSS WINDPOST - 2 3/8" CHORD

CONNECTION DETAILS

ED-1

E

BD-1

ANCHOR BOLTS DESIGNED PSE

& SUPPLIED BY BPNW

SECTION FRONT

8" HSS HEADER ANGLE

PN 2372

HSS VERTICAL

4"x8"x3/16" HSS HEADER

6) Ø5/8" x 5 1/2" HEX BOLTS

(FIELD DRILL AS REQUIRED)

X

8" HSS HEADER

CONNECTION DETAIL

ED-1

AA

ESS HORIZ. TO HSS VERTICAL

CONNECTION DETAILS

ED-1

O U

T S

I D

E

Ø 2 1/2" & Ø 2 7/8" ESS HORIZONTAL

Ø5/8" x 1 1/4" HEX BOLT

3) TEK5 x 1 1/2" SELF

DRILLING SCREWS

ESS HORIZONTAL ANGLE

PN 195

FRONT

MINIMUM OVERLAP

8"

KEEP ESS FLUSH

w/ O/S OF HSS

SECTION

3) TEK5 x 1 1/2" SELF

DRILLING SCREWS

TOP VIEW

USE MOST

CONVENIENT

HOLE

6) Ø5/8" x 5 1/2" HEX BOLTS

(FIELD DRILL AS REQUIRED)

4" HSS BASEPLATE ANGLE

PN 2805

HSS VERTICAL

4"x4"x1/8" HSS HEADER (EC-3)

Y

4" HSS HEADER

SECTION FRONT

CONNECTION DETAIL

ED-1

FRONT

4"x4"x1/8" HSS HEADER

4" HSS HEADER ANGLE

PN 189

6) Ø5/8" x 5 1/2" HEX

BOLTS (FIELD DRILL

AS REQUIRED)

HSS VERTICAL

Z

4" HSS HEADER

CONNECTION DETAIL

ED-1

2 1/2" SQUARE CHORD - Ø5/8" x 4" CARRIAGE BOLT

HSS TOP SADDLE

PN 7114

Ø5/8" X 5" CARRIAGE BOLT

BB

HEADER TO TRUSS

CONNECTION DETAIL

ED-1

4" X 4" HSS HEADER

OUTSIDE VIEW

OUTSIDE

BLOCK WINCH (L/R)

WINCH MOUNT ANGLE

PN 228

Ø5/8" x 1 1/4" HEX BOLT

2) 5/8" X 5" HEX BOLTS

FIELD DRILL AS REQ'D

ANCHOR BOLTS DESIGNED &

SUPPLIED BY BPNW

CC

DOOR ANGLE

TOP OF WALL TO HSS

ED-1

DOOR ANGLE

PN 4784

BLOCK WINCH (L/R)

WINCH MOUNT ANGLE

PN 228

Ø5/8" x 1 1/4" HEX BOLT

Ø5/8" x 6" HEX BOLT

FRONT VIEW SIDE VIEW

O U

T S

I D

E

ANCHORS DESIGNED &

SUPPLIED BY BPNW

ANCHORS DESIGNED &

SUPPLIED BY BPNW

ENDWALL DETAILS

ED-1

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:REV #

JLK

PROJECT:

WIDTH-STEEL-FAB-HSS-HSSDROP:

DEALER: CUSTOMER:

ORDER ID:

SHEET NO.:

DRAWING TITLE:

PAGE NO.:

BRITESPAN OF THE PACIFIC NORTHWEST (BPNW)

18449 CASCADE AVENUE SOUTH

TUKWILA, WA. 98188

CITY OF SEATTLE FINANCE & ADMIN SERVICES

10503 INTERLAKE AVENUE NORTH

SEATTLE, WA. 98133

ATLAS 18.1

55'L6 x 40' - 320 GM

5' & 6' oc

SO# 7534

55L6-320-220-14-/

0 ISSUED FOR CONSTRUCTION 29.JUL.2020

1 2 REV. FABRIC FINISH TO 320 & REVISED PER 14.SEP.2020

CUSTOMER COMMENTS - JLK

2 REV. NOTES, DOORS & EW2 PER CUST., PURLINS ADDED - JIKH 02.OCT.2020

3 CR4-7 REVISED PER CUSTOMERS COMMENTS - NLW 14.JAN.2021

4 CR8 REVISED PER CUSTOMERS COMMENTS - NLW 01.FEB.2021

5 CR9 REVISED PER CUSTOMERS COMMENTS - NLW 02.FEB.2021

/14JIKH

TF: 800-407-5846

www.britespanbuildings.com

CR #