Plans liSI-IENGINET NG 3151 NE SANDY IUD.,SRUITE71,00
SHERMANENGINMS.Co;:
Structural Calculations
October 25, 2016
Jones Res. Patio Cover
10513 SW Naeve St.
Tigard, OR 97224
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SEI Project#16-RICK-05-327
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Rick's Custom Fencing and Decks C),V p V?S\
11516 NE 66th
Vancouver, WA 98662 EXPIRES: 5;30/ S
Subject Sheet No.
Plan: P1
Details: D1-D3
Patio Cover: RF1-RF3
Framing: RB1-RB3
CODES: 2015 IBC/ 2015 WAC •
DESIGN LOADS: OFFICE COPY
LIVE LOAD (FLOOR)-40 PSF
SNOW LOAD (ROOF) - 25 PSF CITY OF TIGARD
WIND LOAD- 120 MPH EXP.0
REVIEWE
SEISMIC-SEISMIC DESIGN CAT.
1=1.0 Approved: I
Cd=2.5 TR CODE COMPLIANCE
OTC: I -
R=2.0 Permit #: rnSt o i•C— 00 1-1.3
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Address: o3 Melft.Vc.
Suite #:
By:
Date: -c),7—1,6
, - INC PHO::E (503) 230-8876
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SHERMA.N
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3151 NE SANDY BLVD.SUITE 100
ENGINEERING
PORTLAND,OR 97232
INC
rr"Lr-rjt 1-1-1-111-1_, PHONE(503)230-8876
SH ER MAN ENGI NE IF,RS.COM
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PROJECT TITLE:
Jones Residence
. PA 1 10 COVER PLAN (SI 11-1)) 3: 12
PI
SEI PROJECT#: SCALE: I/4'
16-RICK-05-327
10-26-16
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- A �,I'J'GI I'EE NG A - 3151 NE SANDY BLVD. 20
_ PORTLAND,OR SUITE 9723210
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`ti---� SHERMAIPHON+IENG(503)INEERS.COM230-8876
HEAVY I-BEAM
111.1111E----
llik �r TOP SHOE PLATE
SLIDE INTO I-BEAM 4
(4) 1/4" DIA. - 14 TEK
606I-T6 ALUM SCREIAIS - (2) EA. SIDE
2-3/4 x 2-314 x 3/16" COL TO COLUMN
I CORNER BRACKET IN/
I (4) 1/4" DIA. - 14 TEK
. _-, __ EACH LEG
itr
---- 6061-Tb ALUM
2-3/4 X 2-3/4 X 3/I6"COL
(2) 1/4"DIA.- 14 TEK
SCREWS -(2) EA. SIDE
!
I BASE PL 1/4"X5-I/2"X2-1/2"
J W/(4)3/8"x5'DIA LAG BOLTS
THRU DECKING AND INTO
rSOLID BLKG.
SMPSON PCZ �= EXISTING DECK FRAMING
},_ 6x6 POST W/
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SCALE: I" = 1'-0"
0
PROJECT TITLE:
JONES RESIDENCE
SEI PROJECT#:
16-RICK-05-32710-25-16
- SHE
R/AA/1 .......
3151 NE SANDY BLVD.SUITE 100
ENGINEERING
PORTLAND,OR 97232
INC
r'- ' -luf C- 1-1-11-11F-11_, PHONE(503)230-8876
SHERMANENGINEERS.COM
*5 TEK SCREW = 2b4* x (2) --t 5-,68# UPLIFT CAPACITY
1/4"DIA TEK SCREW ..- 683#x(4) = 2.132*UPLIFT CAPACITY
1-BAR CAP
0
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ACRYLITE A OR A ACRYLIC
iT_. ! PANELS BETHEEN 1-BARS
< HEAVY DUTY I BEAM
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0 O #8 x i" TEK SCREVIS
EACH SIDE OF 1-BAR
1 1 CENTER UPRI&HT
1 1
TOP SHOE PLATE SCREW PON
1
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(4) 1/4"DIA. - 14 TEK SCREWS
1 BEND PLATE AS NECESSARY'
TO MATCH TOP FLAN6E SHAPE
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PANELS BETHEEN T-BARS
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6061-T6 ALUM
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NOT TO SCALE
PROJECT TITLE:
JONES RESIDENCE
SEI PROJECT#:
16-RICK-05-327
10-25-16
_.._.....
ASH
A - 3151 NE SANDY BLVD.SUITE 100
ENGINEERING
PORTLAND,OR 97232
INC r- -11 -F-Li.r---u-E-L. PHONE(503)230-8876
-L...7 SHERMANENGINEERS.COM
#I2 x 3-4"5C,R,E115 0 8"
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SUPPORT
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PANELS BETINEEN 1-BARS
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SCALE: I" =
PROJECT TITLE:
JONES RESIDENCE
SEI PROJECT#:
16-RICK-05-327 10-25-16
Sherman Engineering, Inc. (503) 230-8876 Ph.
3 15/ NF Sandy Blvd. 5te. 100 (503) 226-4745 rx
JOB: Jones Patio Cover RF I
CLIENT: Ricks Custom 10/27/201 5
JML
PATIO COVER
WIND: 120 Exp 5 Open Structure: ASCE 7-10
Roof Slope = 3 12 14.0 degrees
Load Combination = J + (0.6W or 0.7E)
Net Design Pressure: P = I = 23.I P5F
G = 0.85
C,. = l .7
velocity pressure: q, = 0.00256 KZ KT Kd V`I = 26.6 PSF
V = 1 20
Kz = 0.85
Kzt =
KG! = 0.85
depth Trib length
Column Reaction : = 23. I x I 0 27 1039 lbs
Dead Load : 3 x 10 27 135
I 904 lbs Net uplift'
Minimum ftg size = I 2.00 51. x 15" '
Seismic: CAT, D ASCE 7-05. Sec.
U =
R. W = 0.385 W
Sig = 0.77
R = 2
Load:
Dead Depth Width
3 psf x 1 0 x I 27 + = 1 0.8 l J k,ps
w✓ = 0.39 x 0.8 I = 0.3 I 2 k,ps
Wt L
M = C.31 x 5 = 1 559 Ft-lbs
Ft = 1559 / 27 = 55 lbs
I i
Sherman 57g//76'ermg, //c,
3/5/ NE Sandys/id Ste. /00 (503) 230-8876 Ph.
Pont/and, OR 97232
con
AMERICAN PATIO COVERS
COLUMN STRENGTH
6061-T6 ALUM
F,b= 21 ksi E= 10E6 psi Fy= 35 ksi
Width-Thickness Ratios: Area Thickness Width b/t
b/t= 1.12[E/Fy1112= 18.93146 0.8319 0.0756 2.523 33.36
Fcr= (0.658Z)Fy 2= (KI/rvPi)*(Fy/E)1n
lit(ft) ry Z F
8 1 1.809 16417
9 1 2.035 14934
10 1 2.261 13586
11 1 2.487 12359
12 1 2.713 11243
Bending Strength: 2-3/4"column
S= bd3- b,d,3 = 0.739 in3
6d
Bending Strength: 2-1/2"column
S= bd3- b1d,3 = 0.307 in3
6d
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3/5/ NE Sandy 5/vd. Ste. /00 (503) 230-8876 Ph.
AMERICAN PATIO COVERS
T-BAR SPAN CHART: HEAVY DUTY T-BARS AND T-BAR CAP @ 24"0.C.
6061-16 ALUM WITH ACRYLITE 16/32 OR 16/64 PANELS
Fb= 21 ksi S=0.6072 in3+0.1657 in3=0.7729 in3
I= 1.2007 in4+0.1103 in4=1.3110 in4
Mmax= 1353 (lbs-ft)
ROOF MAX.
SNOW BEND MAXIMUM
LOAD SPAN OVERHANG
(PSF) (ft) (ft-in)
15 17.8 8.9
20 15.7 7.8
I 25 14.2 7.1 I
30 13.0 6.5
35 12.1 6.0 Values are base on the 2012 IBC
40 11.3 5.7
45 10.7 5.4
50 10.2 5.1
55 9.74 4.9
60 9.34 4.7
65 8.99 4.5
70 8.67 4.3
75 8.38 4.2
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PATIO ( OVER. f-'_ .(
5herman fngineering, Inc.
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3151 NL Sandy 5lvd. Ste. /00 (503) 230-0876 Ph.
Portland, 0/ 97232 01,5 Sherrnanffr,,neers.corr
AMERICAN PATIO COVERS
SPAN CHART: STD I-BEAM
6061-T6 ALUM WITH ACRYLITE 16/32 OR 16/64 PANELS
S= 1.79911n3 Mmax= 3148 (lbs-ft)
I =4.145 in°
ROOF
SNOW ROOF MAXIMUM SPAN
LOAD PROJECTION
(PSF) (ft) (ft)
Snow Load (psf) = 25 30 35 40 45.0
8 15.3 14.0 13.0 12.2 11.6
9 14.4 13.2 12.3 11.5 10.9
10 13.7 12.5 11.7 11.0 10.4
11 13.0 12.0 11.1 10.4 9.9
12 12.5 11.5 10.7 10.0 9.5
13 12.0 11.0 10.2 9.6 9.1
14 11.5 10.6 9.9 9.3 8.7
15 11.2 10.2 9.5 8.9 8.5
SPAN CHART HVY I-BEAM
6061-T6 ALUM WITH ACRYLITE 16/32 OR 16/64 PANELS
S=3.4264in3 Mmax= 5996 (lbs-ft)
I = 11.3566 in°
ROOF
SNOW ROOF MAXIMUM SPAN
LOAD PROJECTION
(PSF) (ft) (ft)
Snow Load (psf) = 25 30 35 40 45.0
-------8 21.37---1---.9.4 ---------18.0 16.9 16.0
18.3 17.0 15.9 15.1
- 10 18.8 I 17.3 16.1 15.1 14.3
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11 18.0 16.5 15.4 14.4 13,6
12 17.2 15.8 14.7 13.8 13.0
13 16.5 15.2 14.1 13.3 12.5
14 15.9 14.6 13.6 12.8 12.1
15 15.4 14.1 13.1 12.3 11.7
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In al ••-cr 5 CUSTOMER NAME ADIE NUMBER
0 7933 NE Plsi.: Ave
co PortlandOR 97211-0263
PART NAME SQUARE. RUST —
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(-1..1 c2' I •T (800) 547-0790 A PART NO DATE 6-11-2001 — DRAWING NUMBER
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ID = Sopa, Inc, IDMARI( .015 R. x .015 DEEP UNLESS OTHERWISE SPECIFIED / I DENOTES CRITICAL TOLERANCE L1/FT 998
AREA
NOTES: TYP WALL U.G.S,1 .080 REF TYP RAD U.U.S.) .015 .832
prTzi 21.022
1, ALUMINUM ASSOCIATION STANDARD TOLERANCES •
AD.I PERI 10.808
APPLY UNLESS OTHERWISE SPECIFIED
COFAC 3.8 21
ASSEMBLES WITH: PI TYPE HOL II
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I 4 rr' r" ACRVI 'TEHeatstop
high impact
3 ' 0 f ,
impact acrylic double-swirl sheet - cool owe
, 51 : 11 , 1_ ; ' , , MMIMMINIONIMIMMMUMMinlialll --1-4
i4
1,2C0 r-Irn-4 rgrV-2 rggg,,.47.25°+0.15V-0 08';
li
re extenz,st;rfact
16/grn 08 rgrn
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-25mm ' -25mm : -32 rem / -32-nre
li --1.0') )!I
/ f-g1.0g) -.4—' 1-1.26`) '
>;41 Pl
. (-1.26')
ACRYLITE'Heatstop high impact acrylic sheet is an IR- Advantages of 16 nim ACRYLITE' Heatstop
(infrared)reflecting,heat-insulating and highly weather high impact acrylic double-skin sheet':
resistant double-skin sheet made of high impact acrylic
(polymethyl methacrylate, PMMA).The Heatstop • Solar energy is reduced up to 75%.
component is uniformly distributed throughout the entire • Transmitted light results in a cool blue interior sheet
sheet,
color,making a very pleasant and cool environment
beneath the glazing,
16 mm ACRYLITE'Heatstop high impact double-skin • The sheet has an exterior gold sheen with
sheet is suitable for sloped,curved and vertical reflected light.
applications including the following: • impact resistance during transportation,handling
and installation.
• Canopies • Carports • Hail-resistant with a 10-year guarantee for withstanding
• Patio Covers • Pool Enclosures hailstones with a kinetic energy of 1 joule
• Sunrooms • Skylights • ACRYLITE*can be recycled in an environmentally
• Clestory Glazing • Retail Greenhouses friendly manner.
Thanks to its special technology,the ACRYLITEc Heatstop
high impact acrylic double-skin sheet effectively reduces
the sun's heat radiation.The color impression may change
depending on viewing angle and lighting conditions.
Warranties
Non-prorated,full replacement,10 year light transmission
and 10 year hail warranties. For details see warranty.
Evcra Cyro CrIada!pt.116 mm ACRYLITE'Heatstop hIgh impact acrylic double-skin sheet-cool blue l January 2013 Page 1/3
Tnechnical Data(Typical vaiuss)
— • —
Light Total Energy Shading
Transmittance Transmission Coefficient
D65 Values (SC)
Cool Blue(WZ007) 29% 25% 0.23
UV Transmission blocking
U-value 2.5 W/m2K(0.49 BTU/hr.ft2i oF)
R-vaiue 2.04 FT/BTU-hi...ft'
Coefficient of Heat Expansicn(a) 0.09 mm/rn°C(0.00005 in/in/°F)
Expansion Due to Heat and Moisture 6 mm/in(1/161ft)
Thickness 16 aim(V)
Rib Spacing 32 rim(1.41
Width '200 ram(47al')
Length up to 5550 mm(28 ft)
Approximate Area Weight 4.5 Kgm2(0.9 ib/ft')
Weighted Sound Reduction Index 24 dB
Maximum Service 7emperature 70°C(160 OF)
ASTM D-635(Rate of 3urn) C2/CC2
ASTM 0-1929(Self Ignition Temp) 830 OF
ASTM 0-2943(Smoke Dersty Rating) 7.0%
CAN/ULC 5102.2 <150 Flame Spread Classification
DIN 4102 normal combustability,82
Minimum permissible cold-to•ming radius of 96"(150 x thickness)
Values are approximate.
Erivirorirriental Sustainability Fire Behaviour
ACRYLITE•Heatstop high impact acrylic double-skin • The fire behavior of ACRYLITEs is rated as C2 or CC2
sheets'natural heat insulating qualities can translate into according to ASTM D-635.
significant energy savings,making them an ideal choice • ACRYLITE'burns almost entirely without smoke
for eco-lighting and building green.The sheets are built to according to D1N4102 and ASTMD-2843 and Is easily
last using environmentally sound manufacturing processes extinguished.
in facilities that have received 150-14001 environmental • The smoke gases produced by ACRYLITEt are neither
certification. In additior,if the time does come for accutely toxic according to DIN 53436 nor corrosive
replacement,ACRYLITE'can be recycled in an according to DIN VDE 0482-267.
environmentally friendly manner.
Load Searing Capacity
No Drip
Due to its excellent rigidity,large areas can be glazed quickly
The water-dispersing,patented No Drip coating applied and efficiently. Few intermediate supports are required to
on one side of the sheer causes any surface water to form carry substantial uniformly distributed loads(refer to
a thin,continuous film.When the sheet is installed with Support Spacing data chart).Reduction of structural
the No Drip coating on the outside of the roof,the coating members means less shading thus increasing light levels.
can support the natural cleaning of the roof by rainwater.
When the coating is on the inside,it contributes toward
preventing any condensed water from forming drops and
thus averts the damage caused by condensation.
Evvflik Ciro Canada Inc.116 ram ACRYL1TErieatstop hie:impact acryi,c double-skin sheet-cool blue j January 2013 aage 2/3
Supoorspacing Support Spacing Chart
t
16 mm ACRYLITE*HeatEop
As flat glazing supportez on all sides,'1200 mm
high impact acrylic double-skin sheet
wide 16 mm double-skin sheet requires no width as delivered 1200 min(47 V)
additional cross members for uniformly
Load Support Spacing
distributed loads up to 15.7 lb/ft2(750 N/m2).
(Ni,irn2) ;Ibift.2) [m] (in)
For greater loads,the recommended spacing is
75
given in the support spacing chart. Maximum 0 15.7
allowable spacing is in the direction parallel to 1000 20.9 4.0 158
the sheet's ribs.Refer to local building codes to 1230 26.1
-" 122
determine the applicability of these values to
1500 31.3 2.8 110
specific applications. Building codes will indicate
the design loads to be used to determine the 1750 35.5 2,6 102
maximum span lengths or support spacing. 2000 41.8 2.5 98
2250 47 2.4 94
2500 52.2 2.2 86
2750 57.4 2.1 82
3000 62.6 2.0 78
ACRYLITE•is a registered trademark of Evonik Cyro LLC in the Americas.These same products are manufactured and marketed under the PLEXIGLAS'
trade name on the European,Asian,African and Australian continents,
Certified to DIN EN ISO 900"(Quality)and DIN EN 150/40a1(Environme-nt).
Important Notice:
This information and all technical and other advice are based on Evonik's present knowledge and experience.However,Evonik assumes no liability for such
information or advice,including the extent to which such information or advice may relate to third party intellectual property rights.Evonik reserves the
right to make any changes to nformstion or advice at any time,without prior or subsequent notice,EVONIK DISCLAIMS ALL REPRESENTATIONS AND
WARRANTIES,WHETHER EXPRESS OR IMPLIED,AND SHALL HAVE NC LIABILiTY FOR,MERCHANTABILITY OF THE PRODUCT OR ITS FITNESS
FOR A PARTICULAR PURPOSE(EVEN IF EVONIK IS AWARE OF SUCH PURPOSE),OR OTHERWISE,EVONIK SHALL NOT 88 RESPONSIBLE FOR
CONSEQUENTIAL,INDIRECT OR INCIDENTAL DAMAGES(INCLUDING LOSS OF PROFITS)OF ANY KIND.It is the customer's sole responsibility to
arrange for inspection and testing of all products by qualified experts.Reference to trade names used by other companies is neither a recommendation nor
an endorsement of the corresponding product,and does not imply that similar products could not be used.
January 2013
Evonik Cyro LLC Evonik Cyro Canada inc.
299 Jefferson Road 180 Attwell Drive,Suite lot
Parsippany, NJ 07054 Toronto,Ontario 1+,49w 6A9
USA Canada
PHONE +1 800 631-538., PHONE +1 888 233-4517
www.acrylite.net www.acrylitebuildingproducts.corn
wvvw,evonik.corn
Ev:::11k..Power to crealz, • evoniK
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