Specifications (12) v-' - ck- -0(- u eFAc--, SLS v q-N• ,• Qd .
I
w RECEIVED
CLARK REDER MAR 182019
• CITY OF TIGARD
ENGINEERING BUILDING DIVISION
1 Ben Ment 3/11/2019
Bednark Studio
I 160 Scott Avenue
Brooklyn, NY 11237
Structural Analysis for
I Washington Square, Portland,OR
CRE Project#19.1015.04
I We have completed our analysis for the above referenced project for conformance to the structural provisions of the
current International Building Code. The enclosed calculations are a representation of our analysis and results. The
engineering seal on this cover letter shall apply to all calculations contained herein.
ITable of Contents for Analysis Package
1 Reference Drawings Section 1
Calculations Section 2
I
The Peloton Microstore structure has been reviewed according to client design specifications and loads. Design loads
I are based on the code required forces for a temporary structure. Clark Reder Engineering Inc.should be consulted for
applied loads in excess of those stated within the submittal.
I We trust this information is suitable for your needs at this time. If you have any questions, please do not hesitate to
contact our office.
I Regards,
Clark Reder Engineering Inc.
I
Ii ,a b PiOF6
I ,19
4.-
d lE1 J . C-0
IDaniel J. Clark, P.E.
1 Clark Reder Engineering,Inc.•10091 Mosteller Lane,West Chester,OH 45069-3873•Phone(513)851-1223•Fax(513)217-9388•
www.clarkreder.com
I
CLARK E .... ER
IENGINEERING
GENERAL STRUCTURAL NOTES
CODES AND REFERENCE
I
1. 2015 INTERNATIONAL BUILDING CODE/2016 CALIFORNIA BUILDING CODE
2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
3. ASCE 37-14 DESIGN LOADS ON STRUCTURES UNDER CONSTRUCTION
I
4. ANSI E1.21-2013 ENTERTAINMENT TECHNOLOGY,'TEMPORARY GROUND-SUPPORTED OVERHEAD STRUCTURES USED TO
COVER THE STAGE AREAS AND SUPPORT EQUIPMENT IN THE PRODUCTION OF OUTDOOR ENTERTAINMENT EVENTS"
5. ANSI E1.2-2012 ENTERTAINMENT TECHNOLOGY, "DESIGN, MANUFACTURE AND USE OF ALUMINUM TRUSSES AND
TOWERS"
I
6.
7. ALUMINUM DESIGN MANUAL,2010 EDITION
AISC STEEL MANUAL,14TH EDITION
DESIGN LOADS
I1. DEAD LOAD:SELFWEIGHT OF STRUCTURE
2. LATERAL LOADS:5 PSF LATERAL LIVE LOAD
CONSTRUCTION AND SAFETY
I 1. ENGINEER SHALL NOT BE RESPONSIBLE FOR MEANS, METHODS, OR SEQUENCE OF CONSTRUCTION UNLESS
SPECIFICALLY STATED ON THE DRAWINGS.
2. ENGINEER HAS DESIGNED THE STRUCTURES FOR THEIR FINAL AS-BUILT CONDITION. ENGINEER IS NOT RESPONSIBLE
FOR TEMPORARY STABILITY OF STRUCTURES DURING ERECTION UNLESS SPECIFICALLY STATED ON THE DRAWINGS.
I3. STRUCTURE HAS BEEN DESIGNED AS A TEMPORARY STRUCTURE THAT SHALL BE IN PLACE FOR LESS THAN ONE YEAR.
FOUNDATIONS
1. THE STRUCTURE IS ASSUMED TO BE FOUNDED ON LEVEL GROUND(CONCRETE,ASPHALT,GRASS,ETC)WITH A MINIMUM
I
NET ALLOWABLE BEARING CAPACITY OF 1500 PSF.
ALUMINUM
ALUMINUM SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS:
Il.
A. MEMBER ALLOY:6005-T5 OR 6061-T6 OR 6005A-T6
B. CHANNELS,PLATES AND SHEETS:6061-T6
C. WELD FILLER ALLOW:4043,5356,OR 5556
I
2. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ALUMINUM ASSOCIATION ALUMINUM DESIGN
MANUAL,CURRENT EDITION.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY LATEST EDITION.
4. FIELD CONNECTIONS SHALL BE BOLTED UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS.
I
5. ALUMINUM TRUSS TO ALUMINUM TRUSS CONNECTION BOLTS:5/8"DIAMETER GRADE 8 BOLTS
INSPECTIONS
1. ALL TRUSS UNITS, SCAFFOLD AND/OR OTHER RIGGING EQUIPMENT SHALL BE VISUALLY INSPECTED PRIOR TO
I ERECTION. DAMAGED OR CORRODED EQUIPMENT SHALL NOT BE USED. FIELD MODIFICATIONS SHALL BE APPROVED
BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION.
I
I
I
I
Clark Reder Engineering,Inc.•10091 Mosteller Ln;West Chester OH 45069•Phone(513)851-1223•Fax(513)217-9388•www.clarkreder.com
t
1
CLARK] REDER
ENGINEERING
1
SECTION 1
111
CLIENT DRAWINGS
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' Clark-Reder Engineering,Inc• 10091 Mosteller Ln,West Chester,OH 45069•Phone(513)851-1223•Fax(513)217-9388•www.clarkreder.com
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LEASE OUTLINE DRAWING LOD j c
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ANCHORING DETAIL 3 0
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IFURNITURE DETAIL 4 _
FRONT ELEVATION 5 tii
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FLOORING 7
IGROUND ELECTRIC LAYOUT 8
•OVERHEAD ELECTRIC LAYOUT 9
IRAMPS 10 N
CABINET 11 r ' m
CABINET DETAILS 12 a) O
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BENCH 13 1 Q
IMONITOR BRACKET 14
THRESHOLD 15
IPELOTON LOGO _ 16
SECURITY GATE 17
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I REVISION NOTES
I REV-A(02/25/19): CREATED
REV-B (02/27/19): FLOOR PLAN UPDATED
REV-C (03/02/19): PENDANT LIGHTING UPDATED
PELOTON "P" LOGO ENGRAVED INTO RAMP
I HANGBAR ADDED TO FLOOR PLAN
VINYL ADDED TO BACK OF MONITOR BRACKET
REV-D (03/11/19): LOD PAGE ADDED
BIKES ORIENTATION FLIPPED
I VALIDITY OF PER,!:,
THE ISSUANCE OF A PER:'vliT
I BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
1THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
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DEFERRED
Fire Sprinkler ..._
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Mechanical ow.*
Plumbing
Electrical —
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Shop Drawings *WI......_...
I BEDNARK
1
OFFICE COPY
I Project: WASHINGTON SQUARE CITY OF TIGARD
REVIENo DFO R CODE COMPLIANCE CO NC
Client: PELOTONIApproved:
Install date: OTC: I j
Location: WASHINGTON SQUARE, PORTLAND OREGON Permit#: „R()pan 9 no `S-
IAddress: • h. --
Suite#:
I Revision Date: 3/11/2019 By: Date: 3_ ' 1 ry
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EDGE,CONTINUES ALONG RAMP SIDE 1/2 =1 WOOD LAMINATE FINISH --
M44-02 POWDERCOARED BLACK Page
II FRONT ELEVATION 50F17
IPENDANT LIGHT BLOCK "'
DOUBLE STACKED 3/4"MDF ;o
V.
1-3/4"x4"ALUMINUM PAINTED MATTE BLACK IL-`"N
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NOTE:
I
EDGE, CONTINUES ALONG RAMP SIDE SIDE ELEVATION METAL MESH FINISH: CL 0
5/8"=1' M44-02 POWDERCOARED BLACK -
Page
I
SIDE ELEVATION 6 of 17
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DESIGNATED WITH A"WS"
ILOWER SUBFLOOR IN ITS LABELING Page 0
3/8"=1'
I FLOORING 70,17
IINOTES: tild 1 0-,
ELECTRICAL REQUIREMENTS:
1. Exisiting floor box with 15A/125V/2P/3W duplex receptacle and N o
I
1 20A, 120V/1 PH circuit provided by landlord. Power originates from 1. (3) Bikes 576W(Max 144W each; current rated max of 1.2A at
landlord's panelboard. 120V per bike, but in practice they are pulling less than 0.5A at z a
2. Exisiting floor box with access to telephone/CATV connection point. steady state) a`
3. UL listed armored cable run to UL listed junction boxes. 2. (1)Treadmill 120V, 60Hz, 15A dedicated circuit o E
I 4. Access panel in kiosk floor for access to floor outlets and 3. (3) Pendant lights 350W/ea 2 o
telephone/CATV connection point/point of origin. 4. (1)Wireless Router 100W %
e ,
C)
5. UL listed armored cable under floor of kiosk structure to UL approved 5. (1)Surveillance Camera-20W
structure raceway to light fixtures at ceiling 6. No cash registers or any other lighting aside from the pendant Q 1-3
6. CAT-6 cables in UL approved structure raceway to router lighting o
7. CAT-6 cables in UL approved structure raceway to camera 7. Total wattage- 1746W; 14.55 Amps @ 120V o
o
8. UL listed junction box embedded in kiosk flooring
id
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ELECTRICAL LAYOUT
3/8"=1'
Page
I GROUND ELECTRIC LAYOUT 8 of 17
I NOTES:
ELECTRICAL REQUIREMENTS: h t
1. Exisiting floor box with 15A/125V/2P/3W duplex receptacle and N o
1-20A, 120V/1 PH circuit provided by landlord. Power originates from 1. (3) Bikes-576W(Max 144W each; current rated max of 1.2A at
landlord's panelboard. 120V per bike, but in practice they are pulling less than 0.5A at Z
C CO
2. Exisiting floor box with access to telephone/CATV connection point. steady state)
3. UL listed armored cable run to UL listed junction boxes. 2. (1)Treadmill 120V, 60Hz, 15A dedicated circuit ,I o
4. Access panel in kiosk floor for access to floor outlets and 3. (3) Pendant lights 350W/ea °
telephone/CATV connection point I point of origin. 4. (1)Wireless Router- 100W °.�
5. UL listed armored cable under floor of kiosk structure to UL approved 5. (1)Surveillance Camera-20W
structure raceway to light fixtures at ceiling 6. No cash registers or any other lighting aside from the pendant i Q
I
6. CAT-6 cables in UL approved structure raceway to router lighting 15
o s
7. CAT-6 cables in UL approved structure raceway to camera 7. Total wattage 1746W; 14.55 Amps @ 120V o
8. UL listed junction box embedded in kiosk flooring 0
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3/8"=1' Page
I OVERHEAD ELECTRIC LAYOUT 9 OF17
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WHITE OAK VENEER CABINET BACKSIDE ! 00
WHITE OAK HARDWOOD FACE FRAME AND DRAWER FACES O O
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I FOR NETWORK GEAR 1/16 1/16 CONCRETE, POLISHED CONCRETE FINISH Pa e
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-CUBBY AND CABINET INTERIOR PECAN WOODLINE FORMICA 11 OF 17
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, I DOUBLE OUTLETI D i—DOUBLE OUTLET
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Page
FOR NETWORK GEAR 1/10
CABINET DETAILS 12 of 17
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FINISH:
I` -MATTE BLACK POWDERCOAT 14 OF 17
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42) BEDNARKPROJECT:WASHINGTON UNIT: THRESHOLD Rev Date: 3/11/2019 PHASE:
o I SQUARE Revision: D SHOP
160 Scott Avenue Brooklyn NY 11237
v E
,I—DWG BY: A. Wegman I PM. BEN MENT Delivery Date: office@bednarklnc com (347)422 0613
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160 Scott Avenue Brooklyn NY 91237
DWG BY: A. Wegman IPM: BEN MENT Delivery Date: office@bednarkinc.com (347)422 0613
1 g ,
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I
MULLIONS
Page
NOTE:
I
METAL MESH FINISH:
M44-02 POWDERCOARED BLACK 17 OF 17
I
I
1
I
CLARK ! REDER
ENGINEERING
i
SECTION 2
CALCULATIONS
I
I
I
I
I
I
I
I
Clark-Reder Engineering,Inc•10091 Mosteller Ln,West Chester,OH 45069•Phone(513)851-1223•Fax(513)217-9388•www.clarkreder.com
I
IClark Reder Engineering, Inc I Phone (513) 851-1223
10091 Mosteller Lane CLARK REDER Fax (51 3) 21 7-9388
Cincinnati, OH 45069 www.clarkreder.com
ENGINEERING
I
Peloton Microstores
I
Event Location: Washington S Uare, OR
1 Codes and Referenced Standards
• 2015 International Building Code
I • Aluminum Design Manual, 2010 ed.
• American Institute of Steel Construction, Steel Construction Manual 14.th Edition
• American Society of Civil Engineers 7-10 (ASCE 7-10) "Minimum Design Loads for Buildings and Other
IStructures"
• American Society of Civil Engineers 37-14 (ASC 37-14) "Design Loads on Structures During Construction"
• ANSI E 1.21-2013 "Temporary Structures Used for Technical Production of Outdoor Entertainment Events"
• ANSI E 1.2-2012 "Manufacture and Use of Aluminum Trusses and Towers"
Project Description
I • Review of temporary store with mesh walls for lateral and gravity loads.
Analysis Assumptions/Design Criteria
• Structure is located indoors.
I • The mesh is Banker Wire Spec M44-2(woven), 1.04 lbs/sq. ft. Material 30.4 stainless.
• ps
5 f lateral live load requirement for interior walls and partitions is applicable.
x I'ALUMINUM
O.M.-
/¢/ uA. C.-ORS
R V. .�Saw V=Ar cllS,`I
111
MOF
POT
.N.O. /�1*v4 `
IV
I ' �
;#40,"4",‘ ','''fatt.'"' :Vii4,,,,..4'47,(•' 'd ref a 2
ars a �mini
M
-7,m,s' - , "',?'",;,,ri:A4--,,g 0,-.4,.,:p„,. ..;.; ,.... : „,:i),,,,-,‘,...;,., ., ,r / , ,
;4426,,;;V°'
�t
I
ISOMETTR IC VIEW
Project: Peloton 1 of 1 0 Engineer:jMR
ICRE Project# 19.1 01 5.04 8/30/201 8
1
CneeringPhone (51 3) 851-1223
' 10091larkReder MostellerEngiLane , IncCLARK REDER Fax (51 3) 21 7-9388
Cincinnati, OH 45069www.clarkreder.com
ENGINEERING
General Design - Applies To All Assemblies
ISteel/Aluminum Factors of Safety
' Note: The following factors/design criteria applies to all assemblies and will be used throughout design package (U.N.0).
AISC Typical Factors of Safety(U.N.O.): �y.AISC:— 1.67 9r.AISC:= 2.0
IADM Typical Factors of Safety(U.N.O.): y,ADM:= 1.65 Or.ADM:= 1.95
ASTM A36 Mechanical Properties
Yield Strength: Fy.A36:= 36ksi
Tensile Strength: Fu.A36:= 58ksi
' ASTM A572 Mechanical Properties
Yield Strength: Fy•A572:= 50ksi
Tensile Strength: Fu.A572:= 65ksi
' ASTM A500 GR. B (Rectanquler) Mechanical Properties
Yield Strength: F •= 46ksi
y.A500.rect'
I Tensile Strength: FA •— 58ksi
u500.rect�—
IASTM A500 GR. B (Round) Mechanical Properties
Yield Strength: FyA500.rd:= 42ksi
I Tensile Strength: F • 58ksi
u.A500.rd•=—
ASTM A992 Mechanical Properties
IYield Strength: Fy.A992:= 50ksi
Tensile Strength: Fu.A992:= 65ksi
Weld (Steel) Mechanical Properties
IWeld Strength: Fweld:= 70ksi•0.6=42•ksi
Grade 8 Bolt Mechanical Properties
Project: Peloton 2 of 10 Engineer:AIR
CRE Project# 19.101 5.04 8/30/201 8
I
Clark-Reder Engineering, Inc Phone (513) 851 1 223
I
10091 Mosteller Lane CLARK REDER Fax (51 3) 217-9388
Cincinnati, OH 45069 www.clarkreder.com
I
ENGINEERING
Tensile Strength of Bolt: Fu.bolt 150ksi
' 6061-T6 Mechanical Properties
Unwelde Welded
d
ITension Yield Stress: Fty:= 35ksi Ftuw•:=• 24ksi
Ultimate Tensile Stress: Ftu:= 38ksi Ftyw:= 15ksi
ICompression Yield Stress: Foy:= 35ksi Foyer :=• 15ksi
I Shear yield stress: Fsy••= 0.6 Fty-= 21•ksi Fsyw••= 0.6 Ftyw—
= 9•ksi
Ultimate shear stress: Fsu:= 24ksi Fsu� :=15ksi
ITension coefficient: kt:= 1.0 ktw:= 1.0
1
I
I
I
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Project: Peloton 3 of 10 Engineer:JMR
ICRE Project# 19.101 5.04 8/30/201 8
Clark-Reder Engineering, Inc Phone (51 3) 851-1223
10091 Mosteller Lane CLARK REDER Fax (513) 217-9388
Cincinnati, OH 45069 www.clarkreder.com
ENGINEERING
RISA Analysis
RISA Rendering
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IApplied Loading
Mesh Panel Weight:
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Project: Peloton 4 of 10 Engineer:JMR
CRE Project# 19.101 5.04 8/30/2018
I
Clark-Reder EngineeringInc Phone (51 3) 851 1223
' 10091 Mosteller Lane , CLARK Fax (51 3) 2171--913208283
1 7 9388
Cincinnati, OH 45069 www.clarkreder.com
IENGINEERING
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Project: Peloton 5 of 10 Engineer:jMR
ICRE Project# 19.101 5.04 8/30/201 8
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Clark-Reder Engineering, Inc Phone (513) 851 1223
I10091 Mosteller Lane REDE R Fax (513) 217-9388
Cincinnati, OH 45069 www.clarkreder.com
F_NGINEERING
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RISA Results
Project: Peloton 6 of 10 Engineer:JMR
CRE Project# 19.101 5.04 8/30/2018
I
Clark-Reder Engineering, Inc ' Phone (513) 851-1223
I
10091 Mosteller Lane CLARK REDER Fax (513) 217-9388
Cincinnati, OH 45069www.clarkreder.com
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ENGINEERING
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Reactions
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Project: Peloton 7 of 10 Engineer:JMR
ICRE Project# 19.101 5.04 8/30/2018
I
IClark Reder Engineering, Inc a Phone (513) 851-1223
10091 Mosteller Lane �. Fax (513) 217-9388
Cincinnati, OH 45069 www.clarkreder.com
IENGINEERING
Sir -a -
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Each of the (8) locations indicated by the reaction forces above will be secured to the subfloor using (2)#10 wood screws per
location. The maximum uplift force is 0 lbs.
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Project: Peloton 8 of 10 Engineer:JMR
ICRE Project# 19.101 5.04 8/30/2018
I
II Clark-Reder Engineering, Inc Phone (51 3) 851-1 223
10091 Mosteller Lane `r .. Fax (51 3) 21 7-9388
Cincinnati, OH 45069 www.clarkreder.com
IENGINEERING
TABLE 3.
Wood and Sheet Metal Screws: Metal-to-Plywood Cannectionst4
IDepth of ' Average Ultimate Withdrawal Ind fthi
Threaded , Screw Size
Penetration
I ;its.} #6 #$ 1 tl #12 ##14 1.8
3/8 150 1 1 2 - -
t/2 200 240 275 315 350
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5/8 250 295 345
390 440 -
3/4 355 415 470 525 -
1 -_ - - t125 700 775
1-1/8 -- 705 700 875
2-1/4 -» _ - - 1580 -
(a) Plywood WAS C-t)Wade with exterior Oita tan pt h."T"tt 11.
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or
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IWood Screw Sheet Merril Screw
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Nominal capacity of connection: Tn:= 2.415.1bf = 830 lbf
IMaximum uplift force: Uplift:= 0.01.1bf
Tn
Actual factor of safety for tension: FOSscrew = 83000
IUplift
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Project: Peloton 9 of 10 Engineer:JMR
ICRE Project# 1 9.101 5.04 8/30/2018
I
i
IClark-Reder Engineering, Inc Phone (51 3) 851-1223
i 0091 Mosteller LaneCLARK REDERFax (51 3) 21 7-9388
Cincinnati, OH 45069 www.clarkreder.com
I
ENGINEERING
TABLE 1.
Screws: fetal-tn-Plywood Con,rtectitaatst )
I Depth of Ultimate Lateral Load O &
Threaded
___ -_
Penetrationood Screws. Sheet Metal Screws
I (in,) #8 #10 #12 #8 #111 #12
1/2 415 (500) 7 590 4115 (505) --ti70
5/8 - - 500 1600) 705
3/4 - - 5990 1655) 715
Iid) l'1 wood was C-b grade with exterior Arae(all plies Croup 1),tare grant parallel to kart
Side plate was 3/14"-ddris steel..
ib) Vdiues tai pato ttheses are estimates based on athet tests,
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to ..
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I Solid area oflass structure: A 2
g solid•.= g'ft•30•ft-- 240 ft
IDesign lateral pressure: p:= 5-psf
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Total lateral force: P p.Asolid = 1200 lbf
Shear per screwed location: V:= P = 1501bf
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Nominal capacity: Vn:= 2.500•lbf = 1000 lbf
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Actual factor of safety: V
S: =-n
FOSb 667
V
Say OK. Model ignores weight of
I V Uplift mullions and hardware to offset the
Combined screw utilization: combined:_ + = 0.251 uplift force. Also, model treats all
VT
n n p
sections of walls as solid for 5psf lateral
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y.A1SC �r.A1SC load, but there are arched openings and
it no ceiling. Differential wall pressures
won't be developed.
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Project: Peloton 10 of 10 Engineer:jMR
ICRE Project# 19.101 5.04 8/30/2018