Specifications �O24c SWMmbw .
RECEIVED
SEP 3 0 2019
• — TM RIPPEY Tiga7650rd,
SW Bgon 9 d St OITY OF TIGARD
Suite 100
Tigard,Oregon 97223 BUILDING DIVISION
CONSULTING ENGINEERS Phone: (503)443-3900
Fax: (503)443-3700
STRUCTURAL CALCULATIONS
FOR
KG INVESTMENT
SCROLLS GAZEBO DECKING
REPLACEMENT PROJECT
TMR #19299
September 9, 2019
PAGE
CALCULATIONS 1.1 —1.3
DECKING CODE COMPLIANCE REPORT 2,1—2.9
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1'\il TM RIPPEY BY ONSULTING ENGINEERS
kaNi N DATE
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CHK BY DATE
7650 S.W. Beveland St, Suite 100
JOB NO
Tigard,Oregon 97223
3
Phone(503) 443-3900 SHEET [I i OF
•
Title Block Line I Project Title:
You can change this area Engineer:
using the'Settings'menu item Project ID:
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Title Block Line 6 Printed: 4 SEP 2019, 2:14PM
.'. ... Fil.e. .P•1_2WSProlecla11929_9 KG SchollsG P i,P.ec1ST IMTVIWI;P ACW2Shotl§,9*bode :.
• WOO[ Bean7. ; , :? n < '9otlwareo00dhiENERCALCINC 7903 019.So11d;10 5913 .,Llc.#:KW06002562 TM RIPPEY CONSULTING ENGINEERS
DESCRIPTION: Joists
• CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties
Analysis Method: Allowable Stress Design Fb+ 850 psi E:Modulus of Elasticity
Load Combination ASCE 7-16 Fb- 850 psi Ebend-xx 1300ksi
Fc-Pill 1300 psi Eminbend-xx 470 ksi
Wood Species : Hem-Fir Fc-Perp 405 psi
Wood Grade :No.2 Fv 150 psi
Ft 525 psi Density 26.84pcf
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repelitive Member Stress Increase
D(0.01)L(0.1)
a o o 0
� 1
1 .
4x12
Span=15.50tt
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D=0.010, L=0.10 ksf, Tributary Width=1.0 ft
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.66S 1 Maximum Shear Stress Ratio = 0.255 : 1
Section used for this span 4x12 Section used for this span 4x12
fb:Actual = 572.76psi fv:Actual = 30,60 psi
FB:Allowable 860.20 psi Fv:Allowable = 120.00 psi
Load Combination +D+L+H Load Combination +D+L+H 1
Location of maximum on span = 7.750ft Location of maximum on span = 14.595ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.255 in Ratio= 730>=480
Max Upward Transient Deflection 0.000 in Ratio= 0<480
Max Downward Total Deflection 0.299 in Ratio= 622>=180
Max Upward Total Deflection 0,000 in Ratio= 0<180
Overall Maximum Deflections
Load Combination Span Max.°'Dell Location In Span Load Combination Max"+"Deft Location in Span
+D+L+H 1 0.2989 7.807 0,0000 0.000
vz 3
Title Block Line 1 Project Title:
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using the"Settings"menu item Project ID:
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Title Block Line 6 Printed: 4 SEP 2019. 2:16PM
'VI(OUct $:arr '` f➢e P420a91'060\19299 KG SehallsGazebopeklSTRU,CTURALICALCSING Schalk azebaec6
Software co .b
` ' � ' i.:.�.�:. � copyright�NERCALC INC.y983-20t9,SUiid;t019.9.90..
Lic.#:KW06002562 TM RIPPEY CONSULTING ENGINEERS
DESCRIPTION: Joists-2x12 max span
CODE REFERENCES
Calculations per NDS 2012, [BC 2012, CBC 2013,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties
Analysis Method: Allowable Stress Design Fb+ 850.0 psi E:Modulus of Elasticity
Load Combination ASCE 7-16 Fb- 850.0 psi Ebend-xx 1,300.0ksi
Fc-Prll 1,300.0psi Eminbend-xx 470.0ks1
Wood Species : Hem-Fir Fc-Perp 405.0 psi
Wood Grade :No.2 Fv 150.0 psi
Ft 525.0 psi Density 26.840pcf
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
D(0.01)L(0.1)
+ a o
2x12
Span=12.0 ft
4.--
.
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D=0.010, L=0.10 ksf, Tributary Width=1.0 ft
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.98a 1 Maximum Shear Stress Ratio = 0.426 : 1
Section used for this span 2x12 Section used for this span 2x12
fb:Actual 772.41 psi fv:Actual = 51.09 psi
FB:Allowable = 782.00 psi Fv:Allowable = 120.00 psi
Load Combination +D+L+H Load Combination +D+L+H
Location of maximum on span = 6,000ft Location of maximum on span = 0.000 ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.214 in Ratio=. 674>=480
Max Upward Transient Deflection 0.000 in Ratio= 0<480
Max Downward Total Deflection 0.242 in Ratio= 596>=180
Max Upward Total Deflection 0.000 in Ratio= 0<180
Overall Maximum Deflections
Load Combination Span Max,""Defi Location In Span Load Combination Max."+Dell Location In Span
+0+L-0-1 1 0.2416 6.044 0.0000 0.000
t.3k
intertek Code Compliance Research Report
Total Quality.Assured. CC R R-U 1 1
Issue Date: 07-28-2005
Revision Date: 05-29-2018
Renewal Date: 05-19-2019
DIVISION:06 00 00—WOOD,PLASTICS,AND COMPOSITES 2.0 STATEM ENT OF COMPLIANCE
Section:06 50 00—Structural Plastics
Section:06 53 00—Plastic Decking AZEK Decking(Deck and Porch Boards)comply with the Codes
listed in Section 1.1, for the properties stated in Section 1.2
REPORT HOLDER: and uses stated in Section 1.3, when installed as described in
The AZEK® Company LLC this report,including the Conditions of Use stated in Section 6.
894 Prairie Avenue
Wilmington,OH 45177 3.0 DESCRIPTION
www.azekco.com
3.1 Materials and Processes -AZEK Decking are composed
REPORT SUBJECT: of a solid co-extruded cellular polyvinyl chloride(PVC)with
AZEK ARBOR Collection° a polymer cap. Harvest and Arbor collections are semi-
AZEK Harvest"Collection" capped (capped on three sides),and the Vintage collection
AZEK Porch Boards is fully capped in cross section.
AZEK Vintage Collection°
3.1.1.AZEK Porch Boards are produced In five colors:
1.0 SCOPE OF EVALUATION Brownstone, Coastline, Dark Hickory, Mahogany, Morado°,
Silver Oak", Oyster.,and Slate Gray.
1.1 This Research Report addresses compliance with the
following Codes: 3.1.2.AZEK Harvest"Collection°deck boards are produced in
• 2015 and 2012 international BuiidingCode®{IBC} five colors: Autumn Chestnut", Brownstone, Island Oak",
2015 and 2012 International Residential Code®(lRC) Kona", and Slate Gray.
1.2 AZEK Decking (Deck and Porch Boards) have been 3.1.3.AZEK ARBOR Collections deck boards are produced in
evaluated for the following properties: six colors: Acacia", Brazilian Walnut, Hazelwood, Morado,
Mountain Redwood",and Silver Oak".
' Structural Performance
Durability 3.1.4.AZEK Vintage Collection"deck boards are produced in
3 Surface Burning six colors: Coastline,Cypress, Dark Hickory, English Walnut,
Mahogany,and Weathered Teak.
1.3 AZEK Decking(Deck and Porch Boards)are intended for
use as a walking surface on exterior decks, balconies, 3.2 The walking surface is embossed with a simulated
porches, and walkways, including stairs in the following wood grain.
construction types:
® Type IfB, IIiB&VB 3.3 AZEK Porch Boards measure 1" thick with a 3.2"
exposure width(3.415"overall width). See Figure 1.
• TYPE IIIA,IV and VA where sprinkler protection is provided
(IBC Section 1406.3 Exception 3) 3.4 AZEK ARBOR Collection', Harvest° Collection, Vintage
Collection'deck boards have a rectangular profile 1"thick
and 5.5"wide. The grooved deck boards have a 0.390"deep
by 0.213"tall groove.See Figure 2.
011)
545 E. Algonquin Road • Arlington Heights • Illinois • 60005 rccREonco
vutircr
Intertek intertek.com/building PCA-roa
0in
Code Compliance Research Report CCRR-0101 Page 2 of 8
4.0 PERFORMANCE CHARACTERISTICS 6.0 CONDITIONS OF USE
—1
, uniform( 4.1 AZEK Decking are rated for a u live load of 100 The AZEK Decking applications identified in this report are
(L lbs/ft2 when installed on support framing spaced at 16" on deemed to comply with the intent of the provisions of the
center.This live load rating also applies to deck boards and referenced building codes subject to the following conditions.
porch boards installed diagonal to the support framing(45"
tsj
max.)with 12"on center maximum joist spacing. i 6.1 The deck and porch boards identified in this report may
'-- -- be used in One-and Two-Family Dwellings regulated by the
4.2 AZEK Deck and porch boards used as stair treads shall be IRC and other construction types regulated by the IBC in
installed on a minimum of a two-span condition and are accordance with IBC Section 1406.3 as follows:
rated for the code-prescribed concentrated load equal to
300 lbs when installed in accordance with Table 3. Construction Type IIB, IIIB&VB per IBC Section 1406.3 and
Table 601 (No fire resistance rating required for floors)
4.3 AZEK Decking has wind uplift resistance ratings as
Indicated in Table 2 when installed on support framing Construction Type IIIA, IV & VA per IBC Section 1406.3,
spaced at 16 inches on center. Exception 3 (Sprinkler protection required)
4.4 AZEK Decking is deemed equivalent to preservative 6.2 The wind uplift resistance rating recognized In this
treated or naturally durable wood for resistance to report is based on attachment to treated Southern Pine
weathering effects,attack from termites and fungus decay. framing (specific gravity, G=0.55). Installation on wood
framing with a lesser specific gravity may result in a lower
4.5 AZEK Decking structural performance has been wind uplift rating.
demonstrated for a temperature range of-20` F to 125'F.
6.3 AZEK Decking shall be fastened directly to supporting
4.6 AZEK Decking has a flame spread index not exceeding construction.Conventional wood supporting structure is not
200 when tested in accordance with ASTM E 84. within the scope of this report and is subject to the
evaluation and approval by the building official. Design and
5.0 INSTALLATION construction of supporting structure must satisfy the design
load requirements of Chapter 16 of the IBC.
Installation shall be in accordance with the manufacturer's
Installation instructions and this report. Where differences 6.4 Where required by the building official, engineering
occur between this report and the manufacturer's installation calculations and details shall be provided. The calculations
instructions,this report shall govern. shall verify that the anchorage complies with the building
code for the type of framing and condition of the supporting
5.1 AZEK Decking shall be installed with fastening as construction.
indicated in Table 2,
6.5 The compatibility of all fasteners with supporting
5.2 AZEK porch boards used as stair treads shall be installed structure, including chemically treated wood, is not within
as shown in Figure 4. the scope of this report and subject to approval by the code
official.
5.3 AZEK deck boards used as stair treads shall be installed
as shown in Figures 4, 5, and 6. See Table 3 for maximum 6.6 AZEK Decking recognized in this report are
stair tread spans. manufactured in accordance with the manufacturer's
approved quality control system with inspections by
5.4 AZEK Deck and porch may be Installed diagonal to Intertek.See Table 1 for approved manufacturing locations.
support framing up to maximum of 45" with 12" o.c.
- maximum joist spacing.
(16.0
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
Worn
Intertek intertek.com/building PCA4o1
v , a Code Compliance Research Report CCRR-0101 Page 3 of 8
7.0 SUPPORTING EVIDENCE 8.3 Packaging of deck boards shall also be identified with the
Intertek identification mark and Code Compliance Research
7.1 Manufacturer's drawings and installation instructions. Report number(CCRR-0101)as shown:
CODE
7.2 Reports of testing demonstrating compliance with COMPLIANCE
ICC-ES AC174, Acceptance Criteria for Deck Board Span j,/ ■
Ratings and Guardrail Systems (Guards and Handrails),
revised December 2014 and ASTM D 7032.
Intertek
7.3 Documentation of an lntertek approved quality control CCRR.O101
system for the manufacturing of products recognized in this 9.0 CODE COMPLIANCE RESEARCH REPORT USE
report.
8.0 IDENTIFICATION 9.1 Approval of building products and/or materials can only
be granted by a building official having legal authority in the
AZEK Decking produced in accordance with this report shall be specific jurisdiction where approval is sought.
identified with labeling on the individual deck boards that 9.2 Code Compliance Research Reports shall not be used in
includes the following information: any manner that implies an endorsement of the product by
8.1 Name and/or trademark of manufacturer.
lntertek.
8.2 The following statement: "ASTM D7032. See Intertek 9.3 Reference to the https://bpd€rectorv.intertek.com Is
recommended to ascertain the current version and status of
CCRR-0101 at https://whdirectorv.intertek.com for uses and this report.
• performance levels."
This Cade Compliance Research Report("Report")is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between lntertek and
Its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement,Intertek assumes no liability to any party,other than to
the Client In accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit
copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and
understands that reliance upon the Report Is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the
subject and/or product described herein. This Report is not the lntertek Listing Report covering the subject product and utilized for Intertek Certification and
this Report does not represent authorization for the use of any lntertek certification marks.Any use of the lntertek name or one of its marks for the sale or
advertisement of the tested material,product orservice must first be approved in writing by lntertek.
545 E.Algonquin Road • Arlington Heights• Illinois • 60005 tCrnenoar
intertek intertek.com/building PCA-101
t .! Code Compliance Research Report CCRR-0101 Page 4 of 8
Table 1—Manufacturing Locations
Products Manufacturing Location
AZEK Porch Boards Moosic,Pennsylvania
AZEK ARBOR Collection° Moosic,Pennsylvania
AZEK Harvest`Collection° Wilmington,Ohio
AZEK Vintage Collection° Wilmington,Ohio
Table 2—Fastening Schedule and Wind Rating
Product Fastening Description Wind Uplift
Resistance
(1)#8 x 2-1/2"stainless steel trim-head Headcote'"screw @ 45°through root of tongue 294 psf
AZEK Porch into each foist
Board (1) 16 GA x 2"Simpson Strong-Tie L Series Stainless Steel Flooring Cleat at 45°through root
of tongue into each joist 102 psf
(2)#8 x 2-1/2"stainless steel trim-head Headcote"screw into each joist 351 psf
(2)#10 x 2-1/2"TOPLoc'"stainless steel screw into each joist 593 psf
(2)OMG FastenMaster'Cortex concealed fasteners each joist(#8 x 2-3/4"screws) 486 psf
AZEK Harvest`
Collection° CONCEALoc"Hidden Deck fastener with 1-1/2" pneumatic screws. Starter board (edge) 135 psf
face-fastened with{1)#8 x 2-1/2"stainless steel trim-head Headcote"screw
AZEK ARBOR
Collection° N1Dfast hidden fastener(13 GA x 2-1/2")with(1)#8 x 2-1/2"stainless steel trim-head 119 psf
Headcote'screw at each joist for the starter(edge)board.
AZEK Vintage
Collection° FUSIONLoc°"Hidden Deck fastener with 2" pneumatic screws. Starter board (edge)face- 186 psf
fastened with (1)#8 x 2-1/2"stainless steel trim-head Headcote'"screw
EdgeFost hidden fastener(14 GA x 2-1/4"long)installed through the groove of the board 146 psf
and into each joist at 45°
cii Wind uplift resistance ratings for installation on support framing spaced at 16 inches on center.
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545 E. Algonquin Road • Arlington Heights • Illinois • 60005 haREOITEff
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Intertek intertek.com/building PGA-101
Code Compliance Research Report CCRR-0101 Page 5 of 8
Table 3—Stair Tread Span Ratings
Product Maximum Stair Installation
Tread Span
AZEK Porch Board 11" See Figure 4 for installation details.
10" See Figure 4 for installation details.
AZEKHarvest° Collection°
AZEKARBOR Collection° 17.25" 2X6 additional supports.See Figure 5 for installation details.
AZEK Vintage Collection°
24" 2X4 additional supports.See Figure 6 for installation details.
215" .332"
.265" i o — .985"
c.
.332"
3.415"
Figure 1—ATEK Porch Board
6.5" 6.6"
. II
.063"
1 x 5'A Solid Deck Board 1 x 5'l:Grooved Deck Board
Figure 2—AZEKHarvest°Collection",ARBOR Collection",and Vintage Collection•
545 E.Algonquin Road • Arlington Heights • Illinois • 60005 ACCAf°°f°
Intertek intertek.com(building PCAd01
®• ,' Code Compliance Research Report CCRR-0101 Page 6 of 8
- �% ��till1I
FastenMaster®Cortex HidFast Fastener
J a
TOPLoc""Face Fastener EdgeFast Fastener
‘%.1,ibt>4 I*
411111, oatik
S4111114V11/ I.
CONCEALoc'"'Hidden Fastener Fusionioc'"Hidden Fastener
Figure 3--Fasteners
16�«.._._v _='rvn'e.+nx.;aeS[2>m�+_4a'zwxc:��^-�k�-51`P:[4'-.Y9+F.e�iRL3+-:ale-a+..a-s:.G�.vs.�9 �-••�Rw.+...as�-..d_..s [*'RP[N-.::�_Mi.9w'.�55S:T-i.IX.TniF':�.^�sc ..^Swx...�WYa.�m�a:�dD
01.2'
545 E. Algonquin Road • Arlington Heights• Illinois • 60005
Intertek intertek.com/building PCA-101
Code Compliance Research Report CCRR-0101 Page 7 of 8
AZEK DECKING IS ATTACIVD TO
EACH STRINGER. SEE BELOW FOR FASTENING,
_‘‘.
-- - -_
I. milim
............
..„,„
,
-.4„..
10
SPAN
SPAN
Figure 4-Stair Tread Installation with no additional support
(Minimum tread length is 36")
ATTACH 2X6 TREATED SO.PINE IN CENTER AZEK DECKING IS ATTACHED TO
OF EACH TREAD AS SHOWN USING A STRINGERS USING T\P ).(2)/78 X 2,1/2"
SIMPSON A23 ElRACKET AND llJd x 1:1 r2" FLATHEAD WOOD SCREWS PER
GA61,JOIST HANGER NAILS STRINGER
17.25" -1
MAX
Figure 5-Alternate 1 X 541Stair Tread Installation for 17.25"Span
(2X6 additional support)
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545 E. Algonquin Road •Arlington Heights • Illinois• 60005
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intertek.corn/building PCA-101
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<, Code Compliance Research Report CCRR-0101 Page 8 of 8
I j I
I
. 0.131"DNA X 3-1/4"LONG FRAMING
NAL(TYP)IN LOCATION SHOWN
ATTACHTREATED SO.PINE2X4
SUPPORT UNDER EACH TREAD
AS SHOWN USING NVO(2) AZEK 1X6 DECI(BOARD AZEI(DECKING IS ATTACHEDTO
0.131"DIP.X 3.1/4"LONG ROUND - (TYPICAL) STRINGERS USING TWO 87 X 2-1PM
DRIVE FRAMING NALS LONG TWA HEAD SCREWS(SWAN
SECURES'S SCRUM OR EQUAL)
millionmi
i�i+" , 1�■��hEI
•
IEIIMMMEIEIIIIIIIIIIEI
_ 4.125E
1.675E 24.00" 1.
MAX
49.50E
Figure 6—Alternate I X 544 Stair Tread Installation for Z4"Span
(2X4 additional supports)
6 4,
545 E. Algonquin Road •Arlington Heights • Illinois • 60005 co 9rD
Intertek intertek.com/building
PCA•101