RC-17-2780r- 77-7
Liao
14
efill-I
�` ygoRes L�l�
FLORIDA
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number
Permit No. RC -11-17-278
Permit Type: Residential Construction
tWork Classification: Shed
Permit Staters: APPROVED
Issue Date: 1/812018 1 Expiration: 07/07/2018
Applicant
13 NW 108 Street 1121360110310
Miami Shores, FL 33168-4311 Block: Lot: WILLIAM CRAMER
Information
WILLIAM CRAMER
9225 NE 12 AVE
MIAMI SHORES FL 33138
Contractor(s) Phone Cell Phone
TUFF SHED INC
Phone
Valuation: $ 2,870.85
Total Sq Feet: 60
Approved: In Review
Amount
Comments:
$1.80
Date Approved:: In Review
$2.00
Date Denied:
$2.00
Type of Construction: 6X10 SHED WITH NO ELECTRICIT i Occupancy:
Stories:
Exterior:
Front Setback:
Rear Setback:
Left Setback:
Right Setback:
Bedrooms:
Bathrooms:
Plans Submitted:
Certificate Status:
Certificate Date:
Additional Info: 6X10 SHED WITH NO ELECTRICITY
Bond Return:
Classification: Residential
Fees Due
Amount
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Permit Fee
$100.00
Plan Review Fee (Engineer)
$120.00
Plan Review Fee (Engineer)
$80.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$317.80
Pay Date Pay Type Amt Paid Amt Due
Invoice # RC -11-17-65728
01/08/2018 Credit Card
11/22/2017 Credit Card
$ 267.80 $ 50.00
$ 50.00 $ 0.00
wvauame, inspections:
Inspection Type:
Slab
Final
Review Building
Review Building
Review Building
Review Structural
Review Structural
Review Planning
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above-named contractor to do the work stg*d.
January 08, 2018
Authorized Signature: Owner / Applicant / Contractor /
Building Department Copy
January 08, 2018 1
t. ;
BUILDING
PERMIT APPLICATION
❑X BUILDING ❑ ELECTRIC
Miami Shores Village NOVzo»
Building Department 8Y: �,_
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - --__
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201f st"
Master Permit No. PC
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
F-JPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 13 ' " &J, 106
City: Miami Shores 1�2 County: Miami Dade Zip: -3314:;,b-3314:;,bFolio/Parcel#: //" 1�'3I0-61/ _Is Oee,B,uilling Historically NO
Yes NO%_
Occupancy Type: :
Load: Construction Type' /e--6 Flood Zone: r O BFE: FIFE:
OWNER: Name (Fee Simple Titleholder):' _ $�1l CfArncrP : f .�Q2 ),j 5 Q7 '
/—�
Address17 ! ^V LU /0
City:
Tenz
Ema
CONTRACTOR: Company Name: Tuff Shed, Inc. Phone#:
Address: 1919 NW 19th Street Suite 301 CiS4- 261--7)09
City: Ft. Lauderdale State: FL Zip:
Qualifier Name: Tom Saurey Phone#:
State Certification or Registration #: CBC1253645 Certificate of Competency #:
33311
DESIGNER: Architect/Engineer: Richard Wills #76835 Phone#: (303) 753-8833
Address: 1777 S. Harrison St. Ste 600 City: Denver State: CO Zip: 8/0210
Value of Work for this Permit: $ �CJ �D° Square/Linear Footage of Work: !per FT
Type of Work: ❑ Addition ❑ Alteration y U� New
� ❑ Repair/Replace
Demolition
Description of Work: (0\,((0 5 /Ld l,( �1 Zl _L 1 [_i� tojrz l u� _ / / o
Specify color of color thru tile:
Submittal Fee $ 1 Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
. 6-am��-
OWNER or AGENT
-The for going instru e t wasrackno ledged before me this
day of () V 20 t , by
a4''Ly4'-'L ( '674,ri-g7j, ho is personally known to
me or who has produced JO-� as
identifica
Signature
CONT R
The foregoing instrument was acknowledged before me this
28th day of September , 20 2017 by
Tom Saurey who is personally known to
me op 06
iderili#ieekWw and who did take an oath.
NOTARY
� Notary Public State of Florida
Christopher A Dipnorine N
mission GG 130500
Exp' so8101/2021
Sign:
SI
Print:
P
Seal:
S1
APPROVED BY Plans Exam
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 1
F
OFFICE,
THE PROPERTY APPRAISER
.. `
Summary Report
Property Information
Folio:
11-2136-011-0310
Property Address:
13 NW 108 ST
Miami Shores, FL 33168-4310
Owner
WILLIAM EDWARD CRAMER
Mailing Address
13 NW 108 ST
MIAMI SHORES, FL 33168 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds I Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
1,722 Sq.Ft
Living Area
1,383 Sq. Ft
Adjusted Area
1,601 Sq.Ft
Lot Size
9,225 Sq.Ft
Year Built
1952
Assessment Information
Year
2017
2016:,
2015
Land Value
$198,007
$166,118
$149,707
Building Value
$111,430
$111,430
$106,453
XF Value
$16,360
$16,360
$0
Market Value
..............._.................. __
$325,797
$293,908
$256,160
Assessed Value
$323,298
$293,908
$256,160
Benefits Information
Benefit
Type
2017
2016
2015
Non -Homestead Cap
Assessment Reduction
$2,499
Sale
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 7
PB 52-33
LOT 15 BLK 214
LOT SIZE 75.000 X 123
OR 16625-2245 1294 1
Generated On : 11/22/2017
Taxable Value Information
Previous
I
O Book-
2017
20161
2015
County
Sale
Pa e
9
Exemption Value
$0
$0
$0
Taxable Value
$323,298
$293,908
$256,160
School Board
01/14/2015
$231,158
29486-4144
Exemption Value I
Taxable Value
$0
$325,797
$0
$293,908
$0
$256,160
City
Exemption Value
03/04/2014
$0
$0
$0
Taxable Value
$323,298
$293,908
$256,160
Regional
Financial inst or "In Lieu of
05/18/2010
Exemption Value
.......................................
Taxable Value
$0
$323,298
$0
$293,908
$0
$256,160
Sales Information
Previous
I
O Book-
Price
Qualification Description
Sale
Pa e
9
08/21/2017
$549,000
30672-4216
Qual by exam of deed
Financial inst or "In Lieu of
01/14/2015
$231,158
29486-4144
Forclosure" stated
Financial inst or "In Lieu of
03/04/2014
$216,200
29079-4000
Forclosure" stated
Financial inst or "In Lieu of
05/18/2010
$115,000
27312-1429
Forclosure" stated
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 11/22/2017
TUFF SHED'
Storage Buildings a Garages
Tuff Shed, Inc. Multi -Jurisdictional
LIMITED POWER OF ATTORNEY
Date: September 25, 2017
I hereby name and appoint: Michael Mayer
an agent of: Tuff Shed, Inc.
(Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
❑ All permits and applications submitted by this contractor.
Or
x❑ The specific permit and application for work located at:
1 � N Cu its 3hats FL 331&E-_
(street Address)
Expiration Date for This Limited Power of Attorney: September 25, 2018
License Holder Name: Tom Saurey
State License Number: CBC1253645 In
Signature of License Holder:
STATE OF COLORADO
COUNTY OF DENVER
The foregoing instrument was acknowledged before me this 25thday of September
2017, by Tom Saurey, who is personally known to me and did not take an oath.
. :.
STEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTAW1iDt2602`4d17819
MY COMMISSION EXPIRES OCTOBER 11, 2021
Stephanie Butler
Print or type Notary name
Notary Public - State of Colorado
Commission No. 20024017819
My Commission Expires: 10/11/2021
Tuff Shed
Storage Buildings & Garages
TUFF SHED'
1919 NW 19th St, Ste 301
Fort Lauderdale 33311
Phone: 954-728-2452
Fax: 954-728-2454
0: TMCT
Date: /a1,7
Invoice #:
For:
Bill To: 13 NW 1684A 5k�
bra m4t FZ, 3316?
Phone:
'DESCRIPTION AMOUNTI
i- CA,, —ro W a
SUBTOTAL
Please make checks payable to Tuff Shed. Buyer agrees to TAX RATE
purchase and pay for the products set forth in this sales order, including
those referenced in the above stated warranty. Final payment is due upon
delivery of building,
THANK YOU FOR YOUR BUSINESS!
ljjgMF6a4��_
Customer Signature
SALES TAX
LABOR
TOTAL 35' 17, O
go
Mr. C's Plumbing & Septic, Inc.
I l l l 1.9932 NW 2" Avenue
P.O. Bot 69 3239. Miami, Florida 33269-0239
Dade:(305) 651-7859/5652 Fax: (305) 651-5610
Brow:(954) 927-2140 License # CFC1428729
INSPECTION REPORT
Date: 6 �1 1 Inspected By: 1A7- Inspection Fee: $ 1040 F0 Inv. No. 5� 221
Service Technician
Property Inspected: 13 Ila" /a't %'-r NAtkK ^� S t\ -VX -F5
Septic Tank Location: 0 North ❑ South aEast ❑ West ❑ Front ❑ Rear ❑ Side
Septic Tank Depth: 2 in/ft. Septic Tank Size: 90 O Gals. Tank Baffled: ❑ Yes K No
Type:0 Concrete, ❑ Fiberglass. ❑ Septic Tank Meas.: L: W: D:
Drain field size is approxi o'er sq. ft. No. of Bedrooms [ _ ] Water Supply: ❑ Well 91 City
Septic System conforms to (64 - E Ft_. Admin. code )� E Yes ❑ No
Condition of Tank Lids: 0 Satisfactory ❑ Unsatisfactory
System adequate 0 Yes ❑ No
Needs to be: ❑ Replaced ❑ Repaired
Septic Tank Fluid Condition: iffSatisfactory ❑ Unsatisfactory ❑ Needs Pressure cleaning ❑ Sludge Level: ft.
Preventative Pump Out To Be Done: ❑ ASAP ❑ 1YR i`Q 2YR
Condition of Absorption Area and Junction Box: it$ Dry ❑ Moistened ❑ Saturated
Any evidence of sewer backup?... . ... .............. _ .......................... . []Yes ®No.
After running water for several minutes, was there any evidence of a possible backup. ❑Yes IZNo.
Corrective Measures Needed:
Replace Septic Tank $
Mainline Jetting $
Drain field Jetting $
Replace Drain field $
❑Pressure Cleaning ❑Dirt/ Sludge Removal $
Remarks:
s FV7-'(- sY.Sr�-)iq s
Pump Tank
Replace Lid
Baffle Replacement
Mainline Replacement
Total estimated cost
00- k,,3,6 19-e -7ij4's ?17,c
Septic systems are underground making it impossible to state, with certainty, their overall condition. all systems require regular maintenance such as
pumping. No one can predict when a system
`�Will fail, This report comments only on the functionality on the day of inspection and is not a warranty.
Reason for Inspection:ye-od�-- -/-C,
Mr. C's Plumbini! & Septic, Inc.
WORK ORDER / INVOICE
YOU CLOG IT - WE CLEAR IT
Mailing Address: P.O. Box 693239 Miami FL. 33269
Ph. Dade:- (305) 651 - 7859 / (305) 651 - 5652 nate M Order Home Tel
Ph: Brow:- (954) 927 - 2140 Fax: (305) 651 - 5610 Se viae t an Work To:
No, Commercial
HRS approved SR0061536 & Insured Starting Date ;) Residenfial
—Licensed
3
TO:
Ac -a C–c
2111 Job LocWion
invoice Date
S E R V I C E S R E N D E R E
PUMP -OUT COST TANKS SEWER -JET COST OTHER SERVICE COST
Septic Tank
Pressure clean tank Tank Lid
E, GreaseTrapDrainfield Jetting ❑ Tank Repair
❑ Storm Drain / Catch Basin ❑ Jet main line ❑ Baffle Repair /installation
❑
Catch Basin / French Drain
Jet incoming - line
ePdll I 111bldlialion
❑
Lift Station / Holding Tank
Jet outgoing - line
L
Locate
Locate tank
nk
e tank
❑
Soakage Pit
�Gre.,o-removal
Jet into nal -line
Se
SepticTank f
Septic Tank Inspection
Sludge /
❑
Jet latera( line
El
I
Snake Line
Dirt Sand removal
anspection
Cl—
Tolle
Toilet FlearTbilet
E-7❑
I
pi I
Plumbing Repair
❑
X Hours
❑X
Hours
X Hours
SUB -TOTALZ
-?s
SUB -TOTAL
SUB -TOTAL
SERVICE WARRANTY
Drainfield charting - use jet irrachino to romovc sludge build - up from drainfield. Warranty is for ninety (90) days failure of the drainnfield during the
warranty period Mr. C's Plumbing & Septic, Inc. will credit $
I _towards the cost of a new drainfield.
CI Drainfield system riot working at this time, therefore Service provided is only temporary and not under warranty.
#JI The service provided is a cleanirig prow lure and riot under warranty,
F1 Jet mainline -warranty is for ,—__days- Warranty Is voided If line is damaged or corroded.
PROPOSED ESTIMATE TO CORRECT SEPTIC SYSTEM Estimated DESCRIPTION OF WORK
Systemrequr'4f,
System requIrean(m __X ___.Tank Lid.
)kJOC
System requites es new Gallon Tank,
❑ System irequiraq
0 ':ystoa requires �pr-e-s-aurecleaning fjetting of lines.
TOTAL ESTIMATED COST
$
WRITTEN PROPOSAL LEFT WITH
CUSTOMER
CHARGE FOR WORK DONE
We are rot!-Qsponsible for roof or water damage or d---91
done to property, pipes or urderground utiiites or for damage
QTY.
SERVICE
PER UNIT AMOUNT
LAYOUT OF SEPTIC SYSTEM
done to old 01 faulty plumbing,
Pump Out
UNDER NO CIRCUMSTANCES ARE WE LIABLE FOR
CONSEQUENTIAL DAMAGE,
Sewer Jet
Py Wgrong:f.3 coritraM cublm—aweestt-at if myment is not received
for eorAc6iio rdare. Prweadlngs are necessary to
Other
- ------
U111311 toPI k
'A "'"bl9 & Septic 00,
Inc. ard/or aV,,9naeo tar a costa afld reasorabe atwrreys 16os
Jnnvre: to of6rce, its -Ights.
N
T 0 T A L $
TERMS OF PAYMENT
PAYMENT DETAILS
CREDIT 17-1
CARD CASH
BILLING
El❑A
CHECK
IrEllu, CLOGGED IT, WE CLEARED rHANKS FOR CHOOSING,,VI& C's PLU11BING & SEP7 1C, INC.
Property Search Application - Miami -Dade County
Summary Report
Property Information
Year
Folio:
11-2136-011-0310
$198,007
13 NW 108 ST
Property Address:
Miami Shores, FL 33168-4310
Owner
READ HOLDINGS LLC
XF Value
3850 BIRD RD #600
Mailing Address
MIAMI, FL 33146 USA
PA Primary Zone
0800 SGL FAMILY -1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
$293,908 $256,160
FAMILY: 1 UNIT
Beds / Baths / Half
212/0
Floors
1
Living Units
1
Actual Area
1,722 Sq.Ft
Living Area
1,383 Sq.Ft
Adjusted Area
11,601 Sq.Ft
Lot Size
9,225 Sq.Ft
Year Built
',,1952
Assessment Information
Year
2017
2016 2015
$198,007
Land Value
$166,118 $149,707
Building Value
$111,4301
$111,430'; $106,453
XF Value
$16,360
$16,360! $0
Market Value
$325,797]
$293,908; $256,160
Assessed Value
$323,298;
$293,908 $256,160
Information
Benefit Type 2017 20161 2015
Non -Homestead Cap Assessment Reduction $2,499
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 7
PB 52-33
LOT 15 BILK 214
LOT SIZE 75.000 X 123
OR 16625-2245 1294 1
Page 1 of l
Generated On: 9/27/2017
Taxable Value Information
Previous
2017;
2016
2015
County
Qualification Description
Sale
Exemption Value
$0
$0
$0
Taxable Value
$323,298
$293,908
$256,160
School Board
29486-4144
Exemption Value
$0
$0
$0
Taxable Value
$325,797
$293,908
$256,160
City
29079-4000
Exemption Value
$0
$0
$0
Taxable Value
$323,298
$293,908
$256,160
Regional
27312-1429
Exemption Value
$0
$0
$0
Taxable Value
$323,298
$293,908
$256,160
Sales Information
Previous
OR Book-
PricePa
Qualification Description
Sale
9e
Financial inst or "in Lieu of
01/14/2015
$231,158
29486-4144
Forclosure" stated
Financial inst or "In Lieu of
03/04/2014
$216,200:
29079-4000
Forclosure" stated
Financial inst or "In Lieu of
05/18/2010
$115,000
27312-1429
Forclosure" stated
06/01/2005
$367,0001 23502-0925 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer,asp
Version:
http://www.miarnidade.gov/propertysearch/ 9/27/2017
S •
TUFFSHER
Structural Calculations
for
Standard Design
12x16 -LT HVHZ
Project: 12'x16' (max.) Shed
Store: 530 - Miami
•
0000..
1919 NW 19th Street Suite 702
Ft. Lauderdale, FL 33311
0000..
0000..
.
..
0000..
Engineer: Richard J. Wills, P.E.
Tuff Shed Inc.
00 0
'••••'
"0 0
'••'
"
'
.0060.
00
•0
;0
""'
1777 South Harrison St., Ste. 600
00 00
0.0.00
••
0
•
0000..
•'
Denver, CO 80210
' '
000.. 0'
'
"""
(303) 753-8833 ext. 96315
0 0 0 ''
•"
"""
Rwills@tuffshed.com
i; UCTURAL. REV
APPRO Y L -
Date: December 13, 2017
DATE
44 /
Page 1 of 15
R
No. 76835
STATE OF
A'
O q IOP,,
I
TUFFSHED*
DESIGN CRITERIA
Building Code: 2014 FBC
Seismic Design Category: A
Wind Speed: 175 mph
Wind Exposure: C
Building Specifications
Max. Width: 12.0 ft.
Max. Length: 16.0 ft.
Max. Side Wall Height: 8.33 ft.
Stud Size: 2x4
Stud Spacing: 16 in. o.c.
Wall Sheathing: 3/8" Smartside
Roof Sheathing: 5/8" CDX Plywood
Wall Wood Species: SPF
Wall "A" Overhang: 4.0 in.
Wall "B" Overhang: 4.0 in.
Wall "C" Overhang: 4.0 in.
Wall "D" Overhang: 4.0 in.
Trusses
Max. Span: 12.0 ft.
Left Overhang: 4.0 in.
Right Overhang: 4.0 in.
Spacing: 24 in. o.c.
Pitch: 2./12
Lumber: SPF #2
Roofing: Composition Shingles
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Occupancy Category: II -Regular
Page 2of15
......
.
..
......
....
.
..
.....
......
...
.....
....
...
......
. .
:00.:0
......
.
. .
00
TUFF SHED'
Header: Sidewall -4 ft max. opening
Page 3 of 15
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Max. Opening Width= 4.0 ft.
Tributary Width= 6.33 ft.
Height of wall above Heade-1.50 fL
Moment= 5,554 in.-Ibs.
Reaction= 436 tbs.
• • • •
41404,600
• • •
• •
• • •
•
• •
• • • • • •
Header Size: 2x4
Header Size: 1 1/a3% LVL
• • •
Number of Headers: 2
Number of Headers: 2
• • •
• • • •
Header depth= 3.50 in.
Lumber
Header depth= 3.50 in.
Lumber
• •
Total header width= 3.0 in.
SPF #11#2
Total header width= 3.50 in.
LVL 2600Fb
• •
Header span= 4.25 ft.
Fe= 875 psi
Header span= 4.25 ft.
Fb= 2600 psi
F,= 450 psi
Ft= 1555 psi
Bending
F,r 135 psi
Bending
F,r 285 psi
S�= 6.13 cu.ln.
F,-- 425 psi
S,= 7.15 cu.in.
F,= 750 psi
F'b= 1632 psi
F,= 1150 psi
OR
F'b= 3237 psi
Fj 2510 psi
fb= 907 psi
E= 1,400,000 psi
fb= 777 psi
E= 1,900,000 psi
E_= 510,000 psi
E_= 965,710 psi
Good,No Good? O.K.
Lumber Factors
GoodT/o Good? O.K.
Lumber Factors
CD= 1.25 Duration
CD= 1.25
Duration
Shear
C.= 1.00 Wel Service
Shear
Cu= 1.00
Wet Service
F',� 169 psi
C,= 1.00 Temperature
F',= 356 psi
Ct= 1.00
Temperature
f„= 62 psi
CL= 0.99 Beam Stability
f,� 53 psi
Ci= 1.00
Beam Stability
Good,No Good? O.K.
CF= 1.50 Size
Good4Vo Good? O.K.
CF= 1.00
Size
Cb,= 1.00 Flat Use
Cb,= 1.00
Flat:je• • •
Deflection
C, 1.00 Incising
Deflection
of 1.00 •
Incising
E'= 1,400,000 psi
C,= 1.00 Repetitive Member
E'= 1,900,000 psi
•
C, •1C( •
Rep$tWve Mynber
1= 10.719
G= 1.00 Form
1= 12.505
°i
Form • •
Deflection Ratio= U180
TL (Ux) U240 LL(Ux)
Deflection Ratio= U180
•1.�00
TL(L/x) L 41 •
LL(L1x) • •
Allowable Deflection= .28 in.
.21 in.
Allowable Deflection= .28 in.
• •3i n• •
•
A= .10 in.
.07 in.
A= .06 in.
04 in.
Goo&lVo Good? O.K.
O.K.
Goo&No Good? O.K.
O.K.
Good,No Good? O.K.
O.K.
Good No Good? O.K.
• t
• • •
Header: Sidewall - 6 ft max. opening
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Max. Opening Width= 6.0 ft.
Tributary Width= 6.33 fL
Height of wall above Header- 1.50 fL
Moment= 12,011 in.-Ibs.
Reaction= 641 tbs.
• • • •
41404,600
• • •
• •
• • •
•
• •
• • • • • •
Header Size: 2x6
Header Size: 1%a3% LVL
• • •
Number of Headers: 2
Number of Headers: 2
• • •
• • • •
Header depth= 5.50 in.
Lumber
Header depth= 3.50 in.
Lumber
• •
Total header width= 3.0 in.
SPF #1Nt2
Total header width= 3.50 in.
LVL 2600Fb
• •
Header span= 6.25 ft.
Fb= 875 psi
Header span= 6.25 ft.
Fb= 2600 psi
F,= 450 psi
F,= 1555 psi
Bending
F,= 135 psi
Bending
F,= 285 psi
S,r 15.13 cu.in.
F,= 425 psi
Se 7.15 cu.in.
F8= 750 psi
Fb= 1405 psi
F,= 1150 psi
OR
Fb= 3231 psi
F�= 2510 psi
lb= 794 psi
E= 1,400.000 psi
fb= 1681 psi
E= 1,900,000 psi
E„= 510,000 psi
E„„= 965,710 psi
GoodMo Good? O.K.
Lumber Factors
Goo&No Good? O.K.
Lumber Factors
Co= 1.25 Duration
CD= 1.25
Duration
Shear
C.= 1.00 Wel Service
Shear
C.= 1.00
Wet Service
F',= 169 psi
Ct= 1.00 Temperature
F',= 356 psi
C,= 1.00
Temperature
f, 58 psi
CL= 0.99 Beam Stability
GP 78 psi
CL= 0.99
Beam Stability
Good,7Vo Good? O.K.
CF= 1.30 Size
Goo&No Good? O.K.
CF= 1.00
Size
Ca,= 1.00 Flat Use
Cb,= 1.00
Flat Use
Deflection
Cp 1.00 Incising
Deflection
C, 1.00
Indsing
E'= 1,400,000 psi
C,= 1.00 Repetitive Member
E'= 1,900,000 psi
C,= 1.00
Repetitive Member
1= 41.59375
C,= 1.00 Form
1= 12.50520833
Cr= 1.00
Form
Deflection Ratio= 0180
TL (Ux) L1240 LL(Ux)
Deflection Ratio= U100
TL(Ux) L/240
LL(Ux)
Allowable Deflection= .42 in.
.31 in.
Allowable Deflection= .42 in.
.42 in.
A= .12 in.
.08 in.
G= .30 in.
.20 in.
Goo&lVo Good? O.K.
O.K.
Goo&No Good? O.K.
O.K.
TUFF SHED -
Header: Sidewall - 8 ft. max. Opening
Page 4 of 15
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Max. Opening Width= 8.0 ft.
Tributary Width= 6.33 ft.
Height of wall above Header- 1.50 ft.
Moment= 20,919 in. Ibs.
Reaction= 845 lbs.
• •
• • • •
• • • • • •
• • •
• •
• • •
• • •
•
• •
Header Size: 2x8
Header Size: 1Ya5% LVL
•
Number of Headers: 2
Number of Headers: 2
•
• • •
•
Header depth= 7.25 in.
Lumber
Header depth= 5.50 in.
Lumber
000 •
Total header width= 3.0 in.
SPF #1/#2
Total header width= 3.50 in.
LVL 2600Fb
• •
Header span= 8.25 ft.
Fe= 875 psi
Header span= 8.25 ft.
Fs= 2600 psi
• •
F,= 450 psi
F,= 1555 psi
Bending
F,= 135 psi
Bending
F.,- 285 psi
S, 26.28 cu.in.
F,- 425 psi
Sx 17.65 cu.in.
Fw= 750 psi
F'b= 1284 psi
F,=1150 psi
OR
F'b= 3205 psi
F,= 2510 psi
fe 796 psi
E= 1,400,000 psi
fb= 1185 psi
E= 1,900,000 psi
E,,,;,= 510,000 psi
E,,;,,= 965,710 psi
GoodMo Good? O.K.
Lumber Factors
Good4Vo Good? O.K.
Lumber Factors
CD= 1.25 Duration
CD= 1.25
Duration
Shear
CM- 1.00 Wet Service
Shear
CM= 1.00
Wet Service
F',= 169 psi
C,= 1.00 Temperature
F',r 356 psi
Ct= 1.00
Temperature
fY= 58 psi
CL= 0.98 Beam Stability
f,= 66 psi
CL= 0.99
Beam Stability
GoodMo Good? O.K.
CF= 1.20 Size
GoodMo Good? O.K.
CF= 1.00
Size
Cw= 1.00 Flat Use
Cn,= 1.00
Flat, Use
Deflection
C,- 1.00 Incising
Deflection
Cj= 1.00
•
Inawo • • • •
E'= 1,400,000 psi
C,= 1.00 Repetitive Member
E'= 1,900,000 psi
IL 1.000 • •
Repetitive Member
1= 95.26953125
C,= 1.00 Form
1= 48.52604167
C1=01 Igo •
Forre • •
Deflection Ratio= L/180
TL (Ux) L/240 LL(Ux)
Deflection Ratio= U180
TL(Ux)• 4 Via, •
•
LL(V • •
Allowable Deflection= .55 in.
.41 in.
Allowable Deflection= .55 in.
5 411-
•
A= .16 in.
.11 in.
A= .23 in.
• •1s" •
•
Goo&No Good? O.K.
O.K.
GoodlVo Good? O.K.
• • 46.11-
• • •
Header: Endwall - 7 ft. max. Opening
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Max. Opening Width= 7.0 R
Tributary Width= 2.0 ft.
Height of wall above Heade-1.50 fl.
Moment= 5,913 in. -lbs.
Reaction= 272 lbs.
• •
• • • •
• • • • • •
• • •
• •
• • •
• • •
•
• •
Header Size: 2x4
Header Size: 1 %ora% LVL
•
Number of Headers: 2
Number of Headers: 2
•
• • •
•
Header depth= 3.50 in.
Lumber
Header depth= 3.50 in.
• • Lumber
000 •
Total header width= 3.0 in.
SPF #1/#2
Total header width= 3.50 in.
LVL 2600Fb
• •
Header span= 7.25 ft.
Flo= 875 psi
Header span= 7.25 fl.
Fb= 26DO psi
• •
F,= 450 psi
Fr= 1555 psi
Bending
F,= 135 psi
Bending
F, 285 psi
Sr 6.13 cu.in.
F,= 425 psi
S,= 7.15 cu.in.
Fes= 750 psi
F'b= 1625 psi
F,= 1150 psi
OR
F'b= 3228 psi
F,= 2510 psi
fb= 965 psi
E= 1,400,0110 psi
fb= 828 psi
E= 1,900,000 psi
E,,,;,= 510,000 psi
E,,;,,= 965,710 psi
Good/No Good? O.K.
Lumber Factors
GoodNo Good? O.K.
LumberFacfors
CD= 1.25 Duration
Cc= 1.25
Duration
Shear
CM= 1.00 Wet Service
Shear
CL,= 1.00
Wel Service
F',p 169 psi
C,= 1.00 Temperature
F',= 356 psi
C,= 1.00
Temperature
f„- 39 psi
CL= 0.99 Beam Stability
1,, 33 psi
CL= 0.99
Beam Stability
GoodMo Good? O.K.
CF= 1.50 Size
Good/No Good? O.K.
CF= 1.00
Size
Cb,= 1.00 Flat Use
Cb,= 1.00
Flat Use
Deflection
Cp 1.00 Incising
Deflection
Cl= 1.00
Incising
E'= 1,400,000 psi
C,= 1.00 Repetitive Member
E'= 1,900,000 psi
C,= 1.00
Repetitive Member
1= 10.71875
Cr= 1.00 Form
1= 12.50520833
Cr= 1.00
Form
Deflection Ratio= U180
TL (Ux) L/240 LL(Ux)
Deflection Ratio= 1-1180
TL(Ux) L/240
LL(Ux)
Allowable Deflection= .48 in.
.36 in.
Allowable Deflection= .48 in.
.48 in.
A= .31 in.
.23 in.
A= .20 in.
.14 in.
GoodMo Good? O.K.
OX
Goo&No Good? O.K.
O.K
®TUFF SHED
Header: Endwall - 8 ft. max. Opening
Page 5 of 15
Top Chord Live/Snow Load: 20 psf if
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Max. Opening Width= 8.0 R.
Tributary Width= 2.0 R.
Height of wall above Header- 1.50 fl.
Moment= 7,657 in.-Ibs.
Reaction= 309 lbs.
Header Size: 2x6
Header Size: 1Ya3% LVL
Number of Headers: 2
Number of Headers: 2
Header depth= 5.50 in.
Lumber
Header depth= 3.50 in.
Lumber
Total header width= 3.0 in.
SPF #1/#2
Total header width= 3.50 in.
LVL 2600Fb
Header span= 8.25 ft.
Fe= 875 psi
Header span= 8.25 R.
Fb= 2600 psi
Fr= 450 psi
F,= 1555 psi
Bending
Fr 135 psi
Bending
Fp 285 psi
S� 15.13 cu.in.
F,- 425 psi
S,= 7.15 cu.m.
F,= 750 psi
F'b= 1399 psi
F,= 1150 psi
OR
F'b= 3224 psi
F�= 2510 psi
fb= 506 psi
E= 1,400,000 psi
fb= 1072 psi
E= 1,900,000 psi
E,,,b,= 510,000 psi
E,,;,,= 965,710 psi
Good4Vo Good? O.K.
LumberFactors
Good/No Good? 0. K-
Lumber Factors
CD= 1.25 Duration
CD= 1.25
Duration
Shear
C,,,= 1.00 Wet Service
Shear
C.= 1.00
Wel Service
F',= 169 psi
Cr-- 1.00 Temperature
F',= 356 psi
C,= 1.00
Temperature
fr 28 psi
CL= 0.98 Beam Stability
f r 38 psi
CL= 0.99
Beam Stability
Good,No Good? 0. K-
CF= 1.30 Size
GoodMo Good? O.K.
Cr= 1.00
Size
CN= 1.00 Flat Use
Cw= 1.00
Flatflse •
Deflection
Cp 1.00 Incising
Deflection
Cr 1.00 •
••••••
Inciyng
E'= 1,400,000 psi
C,= 1.00 Repetitive Member
E'= 1,900,000 psi
C,�-� �?
Repetitive Member
1= 41.594
C,= 1.00 Form
1= 12.505
C,= 1.00
Form • •
Deflection Ratio= U180
TL (Ux) U240 LL(Ux)
Deflection Ratio= U180
TL(Ux)• ALV• •
LL(L!x) • •
Allowable Deflection= .55 in.
.41 in.
Allowable Deflection= .55 in.
• •V i• •
•
A= .13 in.
.10 in.
A= .33 in.
.24 in.
GoodiNo Good? O.K.
0. V-
Good4Vo Good? O.K.
• .�
• • •
ME TUFF SHED -
Trimmer for: Header. Sidewall-4 ft. max. opening
Spruce Pure Fir (SPF) Stud
Unbraced Length(y)(thickness)= 6.0 in.
Fp 675 psi
Load= 436 tbs.
F; 350 psi
width= 3.50 in.
F,= 135 psi
thickness= 1.50 in.
F8= 425 psi
No. of members= 1
F,= 725 psi
Unbraced Length(x)(width)= 90.0 in.
En,,,= 440,000 psi
Trimmer for: Header: Sidewall - 6 fL max. opening
Spruce Pine Fir (SPF) Stud
Unbraced Length(y)(thickness)= 6.0 in.
Fe= 675 psi
Load= 641 lbs.
Fi 350 psi
width= 3.50 in.
F„= 135 psi
thickness= 1.50 in.
FSP= 425 psi
No. of members= 1
F,= 725 psi
Unbraced Length(x)(width)= 90.0 in.
E,,,,,= 440,000 psi
Page 6 of 15
Unbraced Length(y)(thickness)= 6.0 in.
Unbraced Length(y)(thickness)= 6.0 in.
Effective Length factor, Kai,l= 1
Lumber Factors
Effective Length factor, Ky,1= 1
Lumber Factors
Effective Length factor, Ka1r1= 1
Co= 1.25
Duration
Effective Length factor, KK )= 1
Co= 1.25
Duration
C.= 1.00
Wet Service
Ca= 1.00
Wet Service
c= 0.8
C,= 1.00
Temperature
c= 0.8
C,= 1.00
Temperature
A= 5.25 sq.1n.
CL= 1.00
Beam Stability
A= 5.25 sq.1n.
CL= 1.00
Beam Stability
(Vd)R 25.71
Cr= 1.05
Size
(Vd); 25.71
CF= 1.05
Size
(Vd)y= 4.00
Cf 1.00
Flat Use
(Vd)� 4.00
Ccs 1.00
Flat Use
E',,;,,= 440,000 psi
C,= 1.00
Incising
E',,,,,= 440,000 psi
C,= 1.00
Incising
C,= 1.00
Repetitive Member
C,- 1.00
Repetitive Member
Cr= 1.00
Form
Cp 1.00
Form
Cr= 1.00
Buckling Stiffness
(,r= 1.00
Buckling Stiffness
Weak Axis Cak:ulations(y)
Strong Axis Calculations (x)
Weak Axis Calculations(y)
Strong Axis Calculations (x)
Fes= 22605.00
Fes= 546.99
Fes= 22605.00
F,= 546.99
F-�= 951.56
F-, 951.56
F'�= 951.56
Pe 951.56
F, ff-, 23.76
F,6/F-, 0.57
F�/F-, 23.76
F,1P, 0.57
1I+F_1F',J2c= 15.47
1+F�/F',,J2c= 0.98
1+F�/F'j2c= 15.47
1+F�/F',/2F 0.98
• •
0000••
Cp= 0.99
Cp= 0.48
CP= 0.99•
Cp=•.48III
•
F� 943.35
F',=460.58
F� 943.35
• • IP 44.58
• • •
P__= 4,953 lbs.
P,r__.= 2,418 lbs.
P,p„ay,= 4,953 IDs.
Pr,,,,p,= 2,418 lbs.
• • •
000000
• ••
GoodAVo Good? O.K.
GoodlVo Good? O.K.
Good/M Good? O.K.
O.K.
Good4VQ M
0 0
•
0000
•• •
Trimmer for: Header: Sidewa8 -a ft. max. Opening
Trimmer for: Header. Endwan - 7 fL•nax. Openthg
• • •
Spruce Pine Fir (SPF) Stud
0 Ap" Pine Fir (SFF) Stun' 0
Fp= 675 psi
• 0 rfr4tv Psi
• • •
Load= 845 tbs.
F, 350 psi
Load= 272 lbs.
•F,=310 psi
• • •
width= 3.50 in.
F,= 135 psi
width= 3.50 in.
0 • O!135 psi
• 0 0
thickness= 1.50 in.
Fop= 425 psi
thickness= 1.50 in.
• 0 6ji6176 psi
0
No. of members= 1
F,= 725 psi
No. of members= 1
FL 7f psi
Unbraced Lengm(x)(width)= 90.0 in.
E,,,;,= 440,000 psi
Unbraced Length(x)(width)= 90.0 in.
E,,,a,= 440,000 psi
• •
0 • 0 • • •
Unbraced Length(y)(thickness)= 6.0 in.
Unbraced Length(y)(thickness)= 6.0 in.
• •
•
Effective Length factor, Kat:1= 1
Lumber Factors
Effective Length factor, KK,1= 1
0 • Lt -,Fact
Effective Length factor, K.,)= 1
Co= 1.25
Duration
Effective Length factor, K.(,= 1
• •
Co= 1.25
*81 • • •
Dur*n •
C.= 1.00
Wel Service
Ce= 1.00
Wet Sao,*
c= 0.8
C,= 1.00
Temperature
c= 0.8
C:,= 1.00
Temperature
A= 525 sq.in.
CL= 1.00
Beam Stability
A= 5.25 sq.in.
CL= 1.00
Beam Stability
(Vd),= 25.71
Cr= 1.05
Size
(Vd),= 25.71
CF= 1.05
Size
(Vd),= 4.00
C� = 1.00
Flat Use
(Vd),= 4.00
C',= 1.00
Flat Use
E',,;,,= 440,000 psi
C= 1.00
Incising
E',,,;,= 440,000 psi
C,= 1.00
Incising
C,= 1.00
Repetitive Member
C,= 1.00
Repetitive Member
Cf= 1.00
Form
Cp 1.00
Forth
Cr= 1.00
Buckling Stiffness
Cr= 1.00
Buckling Stiffness
Weak Axis Calculations(y)
Strong Axis Calculations (x)
Weak Axis Calculakons(y)
Strong Axis Calculations (x)
Fes= 22605.00
F,= 546.99
Fes= 22605.00
F,= 546.99
F'�- 951.56
F-, 951.56
F',= 951.56
F-�= 951.56
F,JF'�= 23.76
F dF',= 0.57
F�/P, 23.76
FLfF•2 0.57
1+F,IF',,/2- 15.47
1+F�/F',,J2c= 0.98
1+F.t/F'c/2- 15.47
1+F�/F',/2c= 0.98
CP= 0.99
Cp= 0.48
CP-- 0.99
CP= 0.48
F = 943.35
F',= 460.58
F'�- 943.35
F'�= 460.58
P._:y = 4,953 lbs.
Pa,= 2,418 IDs.
P,r,,,ad,= 4.953 lbs.
Par,,,,,= 2,418 lbs.
Good4W Good? O.K.
Good1W Good? O.K.
Good/No Good? O.K.
GoodMo Good? O.K.
0000••
•
•
•
0000••
i •
••0••
0000•
•0000•
•
•
•
•000••
•
•0.0••
TUFF SHED'
L
Page 7 of 15
Trimmer for: Header: Endwall - 8 tL max. Opening
Spruce Pine Fir (SPF) Stud
Fe 675 psi
Load= 309 IDs.
F, 350 psi
width= 3.50 in.
F,= 135 psi
thickness= 1.50 in.
F,= 425 psi
No, of members= 1
F,= 725 psi
Unbraced Length(x)(width)= 90.0 in.
E,,,;,= 440,000 psi
Unbraced Length(y)(thickness)= 6.0 in.
Effective Length factor, K.L,,= 1
Lumber Factors
Effective Length factor, K.,,= 1
Co= 1.25
Duration
CM= 1.00
Wel Service
C= 0.8
C, 1.00
Temperature
A= 5.25 sq.in.
CL= 1.00
Beam Stability
(Vd),= 25.71
CF= 1.05
Size
(Vd),= 4.00
C,,,= 1.00
Flat Use
E'_, 440,000 psi
C,= 1.00
Incising
c, 1.00
Repetitive Member
Cp 1.00
Form
Cr= 1.00
Buckling Stiffness
Weak Axis Calculations)
(r
Stroh Axis Calculations x
9 (1
•
••••••
•
Fes= 22605.00
Fes= 546.99
• •
•
F -c 951.56
F•,= 951.56
• • •
Fu,IF`, 23.76
F,/F-, 0.57
• •
•
1+Fa4F'd2rr 15.47
1+F�/F•,2c= 0.98
•
Cp--0.99
C,= 0.48
••••••
•
P, 943.35
P�= 460.58
P..._,= 4,953 Ibs.
P,a,,_= 2,418 lbs.
• • • •
• •
. •
•
•
•
•
Goodflo Good? O.K.
GoodMo Good? O.K.
ME TUFF SHED'
Joists: 6X
Page 8 of 15
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Tributary Width= 2.0 R.
Moment= 3,240 in. -lbs.
Reaction= 180 lbs.
Number of Joist Ply: 1
Joist Size: 2x4
Joist depth= 5.50 in. Lumber
Total joist width= 1.50 in. HF1t2
Number of Joist Ply: 1
Joist span= 8.0 ft. Fe= 850 psi
F,= 525 psi
Joist depth= 3.50 in.
Lumber
Bending F„= 150 psi
S,= 7.56 eu.in. F,= 405 psi
Total joist width= 1.50 in.
HFp2
F'b= 1109 psi F�= 1300 psi
fb= 762 psi E= 1,300,000 psi
Joist span= 6.0 ft.
Fp= 850 psi
E,,,b,= 470,000 psi
Good'No Good? O.K. Lumber Factors
Fr= 525 psi
Go= 1.25 Duration
Shear CM= 1.00 Wet Service
Bending
F,= 150 psi
F, 188 psi Ct= 1.00 Temperature
fl- 44 psi CL= 0.80 Beam Stability
Sr- 3.06 cu.in.
Fes= 405 psi
GoodWo Good? O.K. CF= 1.30 Size
Cb,= 1.00 Flat Use
F'b= 1594 psi
F�= 1300 psi
Deflection C, 1.00 Incising
E'= 1,300,000 psi C,= 1.00 Repetitive Member
fb= 1058 psi
E= 1,300,000 psi
1= 20.796875 Cp 1.00 Form
Deflection Ratio= U180 TL(Ux) L/240 LL(Uz)
E„= 470,000 psi
Allowable Deflection= .53 in. .40 in.
A= .20 in. .14 in.
GoodWo Good? O.K.
Lumber Factors
GoodWo Good? O.K. O.K.
Co= 1.25 Duration
Shear
Cw= 1.00 Wet Service
• •
0000••
F',r 188 psi
C,= 1.00 Temperature
• •
• • •
•
f,= 51 psi
CL= 1.00 Beam Stability
• • •
• ♦
•
GoodRJo Good? O.K.
CF= 1.50 Size
0000••
• •
•
•
••
Cw= 1.00 Flat Use
•
DeHec6on
C, 1.00 Incising
• • • • • •
•
E'= 1,300,000 psi
C,= 1.00 Repetitive Member
0000
••
•
1= 5.359
C,= 1.00 Form
• •
0009
• •
•
•
• •
Deflection Ratio= U180
TL (Ux) L/240 LL(Ux)
Allowable Deflection= .40 in.
.30 in.
660909
• •
• •
•
•
A= .25 in.
.17 in.
• • • •
• •
• •
•
Goo&No Good? O.K.
O.K.
000000
•
Joists: 8X • • • • • •
Top Chord live/Snow Load: 20 psf • • •
Top Chord Dead Load: 10 psf Tributary Width= 2.0 ft. • • • • • • •
Bottom Chord Live Load: 0 psf • •
Bottom Chord Dead Load: 0 psf Moment= 5,760 in.-Ibs. • •
Reaction= 240 lbs.
Joist Size: 2x6
Number of Joist Ply: 1
Joist depth= 5.50 in. Lumber
Total joist width= 1.50 in. HF1t2
Joist span= 8.0 ft. Fe= 850 psi
F,= 525 psi
Bending F„= 150 psi
S,= 7.56 eu.in. F,= 405 psi
F'b= 1109 psi F�= 1300 psi
fb= 762 psi E= 1,300,000 psi
E,,,b,= 470,000 psi
Good'No Good? O.K. Lumber Factors
Go= 1.25 Duration
Shear CM= 1.00 Wet Service
F, 188 psi Ct= 1.00 Temperature
fl- 44 psi CL= 0.80 Beam Stability
GoodWo Good? O.K. CF= 1.30 Size
Cb,= 1.00 Flat Use
Deflection C, 1.00 Incising
E'= 1,300,000 psi C,= 1.00 Repetitive Member
1= 20.796875 Cp 1.00 Form
Deflection Ratio= U180 TL(Ux) L/240 LL(Uz)
Allowable Deflection= .53 in. .40 in.
A= .20 in. .14 in.
GoodWo Good? O.K. O.K.
TUFF SHED
Joists: lox
Top Chord Live/Snow Load: 20 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf
Bottom Chord Dead Load: 0 psf
Tributary Width= 2.0 ft.
Moment= 9,000 in.-Ibs.
Reaction= 300 lbs.
Number of Joist Ply: 1
Joist Size: 2x6
Joist depth= 5.50 in. Lumber
Total joist width= 1.50 in. HF#2
Number of Joist Ply: 1
Joist span= 12.0 ft. Fp= 850 psi
Fi= 525 psi
Joist depth= 5.50 in.
Lumber
Bending F,= 150 psi
S,= 7.56 cu.in. F,r= 405 psi
Total joist width= 1.50 in.
HF#2
F'e= 1381 psi F,= 1300 psi
fy= 1140 psi E= 1,300,000 psi
Joist span= 10.0 ft.
Fp= 850 psi
E„„,= 470,000 psi
Goo&No Good? O.K. LumberFactors
Fr= 525 psi
Cc= 1.25 Duration
Shear CM= 1.00 Wet Service
Bending
F,= 150 psi
F',= 188 psi Cr= 1.00 Temperature
f,r 44 psi CL= 1.00 Beam Stability
Sr 7.56 cu.in.
FBF= 405 psi
Good/No Good? O.K CF= 1.30 Size
C� = 1.00 Flat Use
F'n= 1381 psi
F,= 1300 psi
Deflection CF 1.00 Incising
E'= 1,300,000 psi C,= 1.00 Repetitive Member
V 1190 psi
E= 1,300,000 psi
1= 20.796875 G= 1.00 Form
Deflection Ratio= U180 TL (Ux) 1-1240 LL(Ux)
E„ Y„= 470,000 psi
Allowable Deflection= .80 in. .60 in.
A= .69 in. .46 in.
GoodAJo Good? O.K.
Lumber Factors
Goo&NO Good? O.K O.K
Co= 1.25 Duration
Shear
C.= 1.00 Wet Service
F',r 188 psi
Cr 1.00 Temperature
•
•
f,= 55 psi
CL= 1.00 Beam Stability
• •
•
GoodMo Good? O.K.
CF= 1.30 Size
• • •
• • •
• •
•
C�= 1.00 Flat Use
• •
•
Denection
C,- 1.00 Incising
•
E'= 1,300,000 psi
C, 1.00 Repetitive Member
••••••
•
1= 20.796875
G= 1.00 Form
• • • •
• •
•
Deflection Ratio= U180
TL (Ux) LI240 LL(Ux)
• •
• • • •
• •
•
•
• •
Allowable Deflection= .67 in.
.50 in.
A=.50 in.
.33 in.
••••••
••
•
Good/No Good? O.K.
O.K.
• • • •
• •
•
Joists: 12X :00:0: ••
Top Chord Live/Snow Load: 20 psf • • • • • •
Top Chord Dead Load: 10 psf Tributary Width= 1.33 fl. • • •
• • •
Bottom Chord Live Load: 0 psf • • • • • • •
Bottom Chord Dead Load: 0 psf Moment= 8,618 inAbs. • •
Reaction= 239 lbs.
Joist Size: 2x6
Number of Joist Ply: 1
Joist depth= 5.50 in. Lumber
Total joist width= 1.50 in. HF#2
Joist span= 12.0 ft. Fp= 850 psi
Fi= 525 psi
Bending F,= 150 psi
S,= 7.56 cu.in. F,r= 405 psi
F'e= 1381 psi F,= 1300 psi
fy= 1140 psi E= 1,300,000 psi
E„„,= 470,000 psi
Goo&No Good? O.K. LumberFactors
Cc= 1.25 Duration
Shear CM= 1.00 Wet Service
F',= 188 psi Cr= 1.00 Temperature
f,r 44 psi CL= 1.00 Beam Stability
Good/No Good? O.K CF= 1.30 Size
C� = 1.00 Flat Use
Deflection CF 1.00 Incising
E'= 1,300,000 psi C,= 1.00 Repetitive Member
1= 20.796875 G= 1.00 Form
Deflection Ratio= U180 TL (Ux) 1-1240 LL(Ux)
Allowable Deflection= .80 in. .60 in.
A= .69 in. .46 in.
Goo&NO Good? O.K O.K
TUFFSHED
I
Wind Speed, vASo: 136 mph)
Wind Exposure: C
Risk Category: II -Regular
Roof Angle= 9.46
Gable Wall Span= 12.0 ft.
Longitude Wall Span= 16.0 ft.
nclosure Classification: Enclosed
Ke 1
K,= 0.85
Kd= 0.85
RA, 0-f W.inhf- 0 14 ft
Wind Calculations (C&C)
Alternate all -heights method (2012 IBC/2010 FBC/2013 CBC 1609.6)
Section 26.10
Section 26.8.2
Table 27.3-1
Table 26.6-1
Page 10 of 15
0000••
•• • •• •
• • •
000.0• • ••
•
0000•• •
LOW RISE BUILDINGS (ASCE 7-10 Chapt 30) 000000 •• •
GCp 0.18
qt,= 33.99 psf
Zone 1 Zone 2 Zone 3
GCP -0.9 -1.7 -2.6
GCP 0.5 0.5 0.5
Zone 4 Zone 5
-1.1 -1.4
1.0 1.0
p= -36.71 psf -63.89 psf -94.48 psf -43.50 psf
p= 23.11 psf 23.11 psf 23.11 psf 40.10 psf
p= -36.71 psf -63.89 psf -94.48 psf -43.50 psf
p= 23.11 psf 23.11 psf 23.11 psf 40.10 psf
p, 37 psf 64 psf 94 psf 44 psf
-53.70 psf
40.10 psf
-53.70 psf
40.10 psf
54 psf
•
0000 • ••
00:00: 000000
•• 0• •• •
(ASCE 7-10 Figures 30.4-:,se.g 2¢,30.4 -2a,30.4 -2C)
(ASCE 7-10 Figures 30.4-1,30.4-28,30.4-211N.9-:0
•
0000•
•
0000•
0000•
•
0000
•
0000
•
•
Coat
P_c
Negative
Positive
Negative
Positive
Walls:
-1.09
1.00
-43.58 psf
39.98 psf
Roof Interior:
-0.92
0.41
-36.79 psf
16.39 psf
Roof Edges:
-1.36
N/A
-54.38 psf
15.0 psf
Roof Comers:
-1.87
N/A
-74.77 psf
15.0 psf
Roof Overhangs:
-1.87
N/A
-74.77 psf
15.0 psf
Page 10 of 15
0000••
•• • •• •
• • •
000.0• • ••
•
0000•• •
LOW RISE BUILDINGS (ASCE 7-10 Chapt 30) 000000 •• •
GCp 0.18
qt,= 33.99 psf
Zone 1 Zone 2 Zone 3
GCP -0.9 -1.7 -2.6
GCP 0.5 0.5 0.5
Zone 4 Zone 5
-1.1 -1.4
1.0 1.0
p= -36.71 psf -63.89 psf -94.48 psf -43.50 psf
p= 23.11 psf 23.11 psf 23.11 psf 40.10 psf
p= -36.71 psf -63.89 psf -94.48 psf -43.50 psf
p= 23.11 psf 23.11 psf 23.11 psf 40.10 psf
p, 37 psf 64 psf 94 psf 44 psf
-53.70 psf
40.10 psf
-53.70 psf
40.10 psf
54 psf
•
0000 • ••
00:00: 000000
•• 0• •• •
(ASCE 7-10 Figures 30.4-:,se.g 2¢,30.4 -2a,30.4 -2C)
(ASCE 7-10 Figures 30.4-1,30.4-28,30.4-211N.9-:0
•
0000•
•
0000•
0000•
•
0000
•
0000
•
•
-53.70 psf
40.10 psf
-53.70 psf
40.10 psf
54 psf
•
0000 • ••
00:00: 000000
•• 0• •• •
(ASCE 7-10 Figures 30.4-:,se.g 2¢,30.4 -2a,30.4 -2C)
(ASCE 7-10 Figures 30.4-1,30.4-28,30.4-211N.9-:0
•
0000•
•
0000•
0000•
•
0000
•
0000
•
•
®TUFF SHED
Page 11 of 15
Wind Calculations (MWFRS)
Alternate all -heights method
(2012 IBC/2010 FBC/2013 CBC 1609.6)
Wind Speed, VOLT: 175 mph
Wind Speed, VMD: 136 mph
Wind Exposure: C
Risk Category: II -Regular
Roof Angle= 9.46
Gable Wall Span= 12.0 ft.
Longitude Wall Span= 16.0 ft.
Enclosure Classification: Enclosed
Section 26.10
Krt 1
Section 26.8.2
K; 0.85
Table 27.3-1
Kd= 0.85
Table 26.6-1
Max. Mean Roof Height= 8.83 ft.
Cn.e
Pe.�
+Intemal
Internal +Intemal Pressure
-Intemal Pressure
Windward wall: 0.43
0.73 17.19 psf
29.19 psf
Leeward wall: -0.51
-0.21 -20.39 psf
x.40 psf
• •
Sidewall: -0.66
-0.35 -26.39 psf
-13.99 psf
••••••
Leeward roof: -0.66
-0.35 -26.39 psf
-13.99 psf
• •
•
Windward roof: -0.58
-0.28 -23.19 psf
-11.20 psf
• • •
• • •
Wind parallel to roof: -1.09
-0.79 -43.58 psf
-31.59 psf
• • •
max. p_i= 29.19 psf
•
• • • • • •
•
max. p,,,r -43.58 psf
••••
• •
•• •
• • •
Vn= 1,546 tbs.
Max. Longitudinal Shear
• • • • • •
• • •
VT= 2,062 lbs.
Max. Transversial Shear
• •
• • •
Max. uplift pressure= -9,201 lbs.
Max. uplift pressure on the building due to wind on roof
1 4
® TUFF SHER
Page 12 of 15
ANCHORAGE
Type of Anchor: Oliver Technologies Galvanized Auger Anchor (OT3644GPMP)
Allowable Uplift Anchors: 3,150 lbs.
Number of Auger Anchors Required With Steel or Wood Base
6. ft.
Width
8. ft. to. ft. 12. ft.
6. ft.
4
4 4 4
8. ft.
4
4 4 4
10. ft.
4
4 4 4
12. ft.
4
4 4 4
L
rn
J
14. ft.
4
4 4 4
16. ft. 4 4 4 4
Type of Anchor. Brighton Best US Anchor Utrawedge Anchors
Allowable Uplift Anchors: 806 lbs.
• • • • • •
Number of Wedge Anchors Required (With Steel or Wood Base)
• • •
• • •
6. ft.
Width
8. ft. 10. ft. 12. ft.
••••••
•••••
• ••
•
6. ft.
4
4 4 4
••••
•• •
8. ft.
4
4 4 4
10. ft.
4
4 4 4
12. ft.
4
4 4 6
•
• • •
0
14. ft.
4
4 6 6
c
J
16. ft.
4
4 6 8
• •
• •
MY SHED -
Edge
of 15
6' Wide Building
Max. Longitudinal Shear
ge
oun ary
Stress
for Walls A 8 C
Bui ing Size
Sheathing
Nail Size
Nailing
Nailing
Building Size
v,b„
Factor
Roof 5/8' CDX Plywo,
8d
6 in. a.c.
12 in. o.c.
v= 180.0 pif
165.6 pit
0.92
Wall 3/8" Smartside
8d
6 in. o.c.
12 in. o.c.
v= 200.0 p8
164.0 pif
0.82
Wall 3/8" Smartside
8d
4 in. o.c.
12 in, o.c.
v= 300.0 plf
:246.0 P11
0.82
Wall 3/8" Smartside
8d
3 in. o.c.
12 in. o.c.
v= 390.0 plfi9'it
pH
0.82
5. R.
150.3
Wall requires
more shear length
150.3
150.3 g
6' Wide Building
-; aaea aiapmagm --sneame win saes or wait
8' Wide Buildin
Max. Longitudinal Shear
Max. Longitudinal Shear
Stress for Walls B 8 D
Stress
for Walls A 8 C
Bui ing Size
6x6 8x8
Buildi
Size
Building Size
6.6
6x8
6x10
6x12
6x14
6x16
1 606
2.38 ft.
31
315.
i
31
31.
3.
841.8 pff
3. ft.
3.4 IL
2 1
2 1
2250.4
500.9 pit
PU
667.8 pit
4. ft.
187.8
187.8
187.8
187.8
187.8
187.8 pif
5. R.
150.3
150.3 6
150.3 g 750.3 1
150.3
150.3 g
9. ft.
6. ft.
125.2
125.2 If
125.2 8 125.2
125.2
125.2 If
333.9 plf
7. fl.
107.3
107.3 6
107.3 g 107.3
107.3
107.3 g
250.4 pit
8. ft.
93.9 8
93.9
93.9 If
93.9 fl
93.9 fl
93.9 It
219.1 off
9. ft.
83.5 8
83.5
83.5 plf
83.5 plf
83.5 pff
83.5 8
194.6 pif
10. ft.
75.1 tf75.1
10. ft.
75.1
75.1 B
75.1 fl
75.1 0
175.3 DU
11, ft.
68.3 fl
68.3
68.3 pit
91.1 pill
68.3 0
68.3 0
159.4 If
12. ft.
62.6 H
62.6 f
62.6
83.5 plf
62.8 g
62.6 f
146.1 plf
13. ft.
57.8 lf
57.8
57.8 f
77.1 ph
57.8 g
57.8 If
134.9 pif
14. ft.
53.7 R
53.7 g
53.7 f
71.8 8
53.7 8
53.7 If
in
15. ft.
50.1 if
50.1
50.1 f
H44.2
50.1 fl
50.1 f
116.9 pif
16. ft.
47.0
47.0
47.0 f
62.6 pif
47.0 8
47.0 f
109.6 pif
17. ft.
44.2
44.2
44.2 f
58.9 ptf
44.2 g
44.2 f
103.1 fill
18. ft.
41.7
41.7 f
41.7 f
55.7 ptf
41.7 8
41.7 f
97.4 ptf
19. ft.
39.5 r
39.5
39.5 f
52.7 pff
39.5 pff
39.5 pif
92.3 off
20. ft.
37.6
37.8 f
37.8 If
37.6 0
37.8 8
37.8 f
87.7 tf
21. ft.
35.8 8
35.8
35.8 If
35.8 8
35.8 g
35.8 Dff
83.5 g
22, ft.
1 34.2 pff
1 34.2 pit
34.2 pif
1 34.2 pff 1
34.2 pit
34.2 pit
79.7 g
23. ft.
32.7 elf
32.7
32.7 If
32.7 8
32.7 g
32.7 If
76.2 g
24. ft.
31.3 8
31.3 f
31.3 If
31.3 8
31.3 g
31.3 pif
-; aaea aiapmagm --sneame win saes or wait
8' Wide Buildin
Max. Longitudinal Shear
Stress for Wags B 8 D
Max. Transversial Shear
Stress
for Walls A 8 C
Bui ing Size
6x6 8x8
8x10 8x12
8x14
Building Size
6x6
6x8
6x10
I 6x12
6x14
1 606
337.2 pit
2.38 ft.
319.7 pit
420.9 pff
526.1 pit
631.4 plf
736.6 pit
841.8 pff
S. ft.
3.4 IL
25k4 pff
333.9 plif
417.4 pit
500.9 pit
584.4 pit
667.8 pit
168.6 pit
4. ft.
187.8 pit
250.4 pit219.1
144.5 Of 144.5 DIf
144.5 pit
P' 250.4 '
M
5. ft.
150.3 g
200.3
.!
300.5
175.3 ' 200.3 IP'
9. ft.
112.4 pif
112.4 pit 112.4 pif
333.9 ptr
208.7 pff
25Q.4 plif
2922 pif
333.9 plf
101.1 pit 101.1 plf.
7. ft.
107.3 pit
143.1 pif
178.9 pff
214.7 pff
250.4 pit
286.2 plf
92.0
8.ft.
93.9 pit
125.2 pit
156.5 pit
187.8 pif
219.1 off
260.4 oV
13. ft.
9. ft.
83.5 pff
111.3 pit
139.1 pif
167.0 pff
194.6 pif
222.8 pill
72.2 0 72.2 R
10. ft.
75.1 pif
100.2
125.2 pif
150.3 plf
175.3 DU
200.3 8
a
11. ft.
68.3 pit
91.1 pill
113.8 pff
136.6 pif
159.4 If
182.1 0
17. ft.
12. ft.
62.6 pif
83.5 plf
104.3 pit
125.2 pIf
146.1 plf
167.0 plf
56.2 M 56.2 8
13. ft.
57.8 plif
77.1 ph
96.3 pif
115.6 pif
134.9 pif
154.1 pit
53.2 If
14. IL
53.7 if
71.8 8
89.4 If
107.3 It
125.2 f
143.1 M
in
15. IL
50.1 pit
66.8 pff
83.5 plf
100.2 pif
116.9 pif
133.6 plf
46.0 If 46.0 R
16. ft.
47.0 pif
62.6 pif
78.3 pif
93.9 pif
109.6 pif
125.2 pit
44.0 pif
17. ft.
44.2 pif
58.9 ptf
73.7 ptf
88.4 pif
103.1 fill
117.9 p8
18. ft,
41.7 pit
55.7 ptf
69.6 pif
83.5 pit
97.4 ptf
111.3 pif
19. ft.
39.5 off
52.7 pff
65.9 pif
79.1 plif
92.3 off
105.4 ptf
20, ft.
37.6 If
50.1 if
62.6 If
75.1 0
87.7 tf
100.2 If
21. ft.
35.8 If
47.7 it
59.6 If
71.6 0
83.5 g
95.4 g
•
22. ft.
34.2 If
45.5 8
56.9 If
68.3 0
79.7 g
91.1 ft
23. ft.
32.7 If
43.6 it
54.4 II
65.3
76.2 g
87.1 0
24. ft.
31.3 0
41.7 olf
52.2 pif
1 62.6 plif I
73.0 g
83.5 plf
-; aaea aiapmagm --sneame win saes or wait
8' Wide Buildin
••
Max. Longitudinal Shear
Stress for Wags B 8 D
Max. Transversial Shear
Stress
for Walls A & C
Bui ing Size
6x6 8x8
8x10 8x12
8x14
01,16
2.38 ft.
425.0 ph425.0 plf 425.0 pit 425.0 Pit
425.0 pit
8x12
3. ft.
337.2 pit337.2 pit 337.2 tAf 337.2 PH
337.2 pit
2.38 ft.
4. ft.
25Z0
.9 1#.9
837,5 pit
743.7 pit
850.0 pV
S. ft.
-- 202.3 pit 202.3 plif 202.3 plif 202.3 pill
202.3 plif
337.2 off
6. ft.
�Ci, 168.8 pff
168.6 pif 168.6 plf
168.6 plif
168.6 pit
4. ft.
7. ft.
144.5 Of
144.5 Of 144.5 DIf
144.5 pit
144.5 pit
8, ft.
126.4 pif
126.4 pit 126.4 pif
126.4 pit
126.4 pit
177.0 pii 202.3 pir
9. ft.
112.4 pif
112.4 pit 112.4 pif
112.4 pif
112.4 pif
252.9 pit
10. ft.
101.1 pff
101.1 pit 101.1 plf.
101.1 pit
101.1 pit
144.5 pit
11. ft.
92.0 pif
92.0 pit 92.0 pV
92.0 ptf
92.0
8. ft.
12. ft.
B4.3 f
84.3 It 84.3 8
84.3 tf
64.3
252.9 pit
13. ft.
77.8 f
77.8 0 77.8 g
77.8 if
77.8
168.6 pit
14. ft.
72.2
72.2 0 72.2 R
72.2 9
72.2
in
15. ft.
67.4 f
67.4 If 67.4 it
67.4 it
67.4
11. ft.
16, ft.
63.2
63.2 if 63.2 0
63.2 if
63.2
183.9 pit
17. ft.
59.5
59.5 If 59.5
59.5 it
59.5 f
126.4 0
18. fl.
56.2
56.2 M 56.2 8
56.2 if
56.2 f
77
19. fl.
53.2
53.2 If 53.2 fl
53.2 If
53.2 If
014ALo
20. fl.
50.6
50.6 If 50.6 8
50.6 If
50.6 If
144.5 plf
21. fl.
40.2 f
48.2 If 48.2 H
48.2
48.2 If
101.1 ptf
22. f
46.0 f
46.0 If 46.0 R
46.0 If
46.0 If
63►2 M
23. ft.
1 1 44.0 Of
1 44.0 Of 1 44.0 Of 1
44.0 fitf
44.0 pif
17. ft.
24. ft.
1 1 42.1 pit
1 42.1 plf 1 42.1 plif 1
42.1 litf
42.1 If
••
• • _ " • `S-siAd dl6phragm• : heathslflrth sides of wall
•
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
Max. Transversial Shear
Stress
for Walls A & C
Building Size
6x6
Bx8
8x10
8x12
804
806
2.38 ft.
425.0 fill
531.2 on
837,5 pit
743.7 pit
850.0 pV
3. ft.
337.2 off
421.4 off
505.7 pff
590.0
674.3 pit
4. ft.
*17FTA'f.
ZSZ9 pff
316.1 pit
189.7 -
221.3 f" 252.9 pit
S. ft.
202.3 DH
252.9
303.4 Eff
177.0 pii 202.3 pir
6. ft.
168.8 plf
210.7 pill
252.9 pit
295.0
188.8 M•
7. ft.
144.5 pit
180.6
216.7
f
289.0 Dif
8. ft.
2 .9
316
189.7 it
221.3
252.9 pit
9. ft.
112.4 pit
140.5 off
168.6 pit
196.7 pff
224.8 Dlf
10. ft.
101.1
126.4 h
151.7 if
177.0 f
202.3 off
11. ft.
92.0 pff
114.9 pit
137.9 ptf
160.9 Plif
183.9 pit
•
12. .
10 . 0
126.4 0
147.5 f
168.6 0
13.
77
1 .3 Pff
116.7 pit
136.2 plf
155.6 pif
014ALo
72j12 pth
FO.3 pit
108.4 pit
126.4 pif
144.5 plf
in •
15.4k.
• •
6 IY
W ptf
101.1 ptf
118.0 pif
134.9 plif
16. ,
• •
63►2 M
79.011
94.8 pit
110.6 pif
126.4 plif
• •
17. ft.
5 .
W V4 pff
89.2 fill
104.1 plf
119.0 ptf
18, ft.
56.2 pit
70.2 pif
84.3 pit
98.3 pif
112.4 pif
19. ft.153.2lf
66.5 f
79.9 f
93.2 If
106.5 fl20.
ft.9
63.2 f
75.9
88.5 If
101.1 8•♦
21. ft
0.
72.2 f
84.3 If
96.3 If
•
22.•1.
•N
7.5
69.0 f
80.5 If
92.0 It23.
•
R
55.0
66.0 f
77.0 If
88.0 ft24.
ft.A•
52.7 pill
63.2 pit 1
73.8 pif
1 84.3 pit
• • _ " • `S-siAd dl6phragm• : heathslflrth sides of wall
•
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
ME TUFF
10' Wide Building
-aswea mapnragm --sneame Dom sores or wan
12' Wide Building
Max. Longitudinal Shear
Stress for Walls B 8 D
for Walls A & C
Building Size
Building Size
10.6 10x8 10x10 10x12
10x14
10x16
10.14 10.16
2.38 ft.
536.3 536.3 pit 536.3 pit
536.3 ptf
643.6 pit
3. ft.
425.5 pit 425.5 pit
425.5 pit
425.5 pit
510.6 pit
4. ft.
319.1 plil 319.1 pit
319.1 pit
319.1 pit
191.5 ' 223.1 pir 255.3
5. ft.
2!j5,3 plit J$5.3 ptf
255.3cif
255.3 plf
60 to
212.8 pit 212.8 ptf
212.8 pff
212.8 pit
7, ft.
182.4 pff 182.4 ptf,
182.4 pit
182.4 pff
8. ft.
159.6 pit 159.6 pit
159.6 pit
159.6 pit
9. ft.
141.8 pit 141.8 pit
141.8 pit
141.8 pit
10. ft.
127.7 pit 127.7 pit
127.7 Pit
127.7 pit
a
11. ft.
116.0 pit 116.0 pit
116.0 pff
182.5 If 185.7 H
12. ft.
106.4 it 106.4
106.4
Z
13. ft.
98.2 R 98.2
98.2 8
137.5 If 157.1 t
14. ft.
91.2 6 91.2 b
91.2 g
127.7 f 145.9 8
rn
15. ft.
85.1 t 85.1 b
85.1 b
R5.1
16. ft.
79.8 it 79.8
79.8 R
111.7 If 127.7 8
17. ft.
75.1 75.1 0
75.1 8
105.1 If 120.1 R
18. ft.
70.9 If 70.9 ft
70.9 If19.
99.3 b 113.5 8
ft.
67.2 If 67.2 R
67.2 R
94.1 8 107.5 0
20. ft.
63.8 fi3.8 b
63.8 H
63.8 f
21. ft.
60.8 f 60.8 R
60.8 R
60.8 f
• •
22. ft.
$8.0 If 58.0 Pit 1
58.0 off
1 58.0 pit
23. ft.
55.5 pit 1 55.5 pff 1
55.5 pit
1 55.5 pit
24. ft.
53.2 pit 1 53.2 pit 1
53.2 oil
1 53.2 pit
-aswea mapnragm --sneame Dom sores or wan
12' Wide Building
Max. Transversial Shear
Stress for Walls A & C
for Walls A & C
Building Size
Building Size
10x6
10.8 10.10
10.12
10.14 10.16
2.38 ft.
2.38 ft.
536.3 pit
643.6 pit
750.8 pit 858.2 pff
3. ft.
3. ft.
425.5 ph
510.6 pit
595.7 pit 680.8 pif
386.8 pit
4. ft.
319.1 pff
191.5 ' 223.1 pir 255.3
S. ft.
5.ft.
309.1 pit
306.4 pit 178.7 r' 204.2
6. ft.
212.8 oil
255.3 pR
297.9 Of 1702 ft"
7. ft.
182.4
218.8
255.3 1.b
b. ft.
159.6 pit
191.5 pff
223.4 pit Z54.3 pill
9. ft.
141.8 pit
1 170.2 pit
198.8 pit 1 226.9 pit
10. ft.
215,3 gr
3DO,4 or
178.7 Dif 204.2 pit
a
11. ft.
116.0 If
139.3 H
182.5 If 185.7 H
12. R.
106.4 If
127.7 R
148.9 If 170.2 8
Z
13. ft.
98.2 f
117.8 0
137.5 If 157.1 t
14. ft.
91.2
109.4 R
127.7 f 145.9 8
rn
15. ft.
85.1 f
102.1 R
119.1 If 136.2 lf
16. ft.
79.8 f
95.7 it
111.7 If 127.7 8
17. ft.
75.1 f
90.1 6
105.1 If 120.1 R
18. ft.
70.9 f
85.1 If
99.3 b 113.5 8
19. ft.
67.2 If
80.6 f
94.1 8 107.5 0
20. ft.
63.8 If
76.6 f
89.4 b 102.1 b
21. ft.
60.8 If
72.9 f
85.1 g 97.3 If
• •
22. fl.1
58.0 pit
1 69.6 pit
1 81.2 pff 1 92.8 pit
23. ft.
1 55.5 pit
1 66.6 pit
1 77.7 pit 1 88.8 pff
24. ft.
1 53.2 pit
1 63.8 pit
1 74.5 pff 1 85.1 pff
-aswea mapnragm --sneame Dom sores or wan
12' Wide Building
•
•
• • • • '3(fside• di:hrafr• •''Sheltie both sides of wall
•• ••• •• • • • ••
Max. Longitudinal Shear
Stress for Wells B & D
for Walls A & C
Building Size
Building Size
12x6 12x8 12x10 1202 1
1204
12x16
12x16
2.38 ft.
649.7 pit
649.7 pit
649.7 off
866.3 it
3. ft.
515.5 pit 515.5 pit
515.5 pff
'01.4 f
4. ft.
386.8 pit
386.8 pit
386.8 pit
7.7
S. ft.
309.1 N
309.1 pit
309.1 pit
6. ft.
257.7 pit
257.7 pit
257.7 ptf
7. ft.
220.9 pit
220.9 pit
220.9 Pit
8. ft.
193.3 off
193.3 pit
193.3 off
9. ft.
171.8 f
171.8
171.8 R
10. ft.
154.6 pit.
154.6 pit
154.6 Pff
a
11. ft.
140.6 off
140.6
140.6 Pit
12. ft.
128.9 ft
128.9 pit
128.9 pit
Z
3. ft.
119.0 f
119.0
119.0 8
14. R.
110.5 pit
110.5
110.5 off
in
15. ft.
103.1 W
103.1 pit
103.1 R
16. ft.
96.6 8
96.6 8
96.6 pit
17. ft.
91.0 pit
91.0 pit
91.0 pit
18. ft.
85.9 pit
85.9 pit
85.9 pit
19. ft.
81.4 pff
81.4 pit
81.4 off
20. ft.77.3
b
77.3 If
77.3 pit
21. ft.
73.6 8
73.6 8
73.6 pit
• •
22. ft.
70.3 pit 1
70.3 pit
70.3 pit
23. ft.
67.2 pit
67.2 pit
67.2 pit
24. ft.
64.4 pit
64.4 pit
64.4 pit
•
•
• • • • '3(fside• di:hrafr• •''Sheltie both sides of wall
•• ••• •• • • • ••
• • • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Max. Transversial Shear
Stress
for Walls A & C
Building Size
12x6
12x8 12x10 12x12
12x14
12x16
2.38 ft.
649.7 h
758.0
866.3 it
3. ft.
515.5 M
'01.4 f
887.3 R
4. ft.
193.3 ir' 225.5
7.7
309.3
180.4 2082 pir-
6. ft.
257.7
3 .7
171.8 pir
7. ft.
220.9
2 7.7
294.8 pit
8. ft.
193.3
225.5
257.7 K
9. ft.
171.8 f
200.5
229.1 8
10. ft.
154.6 R
190,4
2062 off
w
11. ft.
140,8 ft
164.0 pff
187.4 pit
12. ft.
.7 pir
171.6 pit
Z
13. ft.
119.0 pit
138.8 pit
158.6 pit
14. ft.
110.5 Of
128.9 pit
147.3 DW
iD
15. ft.
103.1 pit
120.3 pit
137.5 off
16. ft.
96.6 pit
112.8f
128.9 0
17. ft.
91.0 it
106.1
121.3 pff
18. ft.
85.9 pit
100.2 pit
114.5 plf
19. ft.
81.4 off
95.0 pit
108.5 pit
20. ft.
77.3 oil
90.2ft
103.1 ft
21. ft.
73.6 f
85.9 ft
98.2 pit
• •
70.3 pit
82.0 pff
93.7 pit
67.2 ptf
78.4 pit
89.8 pit
. ft.
64.4
75.2 pit
85.9 pit
• • • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
n6h TUFF SHED
t a` l
Axial Load
Stud Spacing= 16 in. o.c.
Max. Load on wall= 273.3 pit
depth= 3.50 in.
width= 1.50 in.
No. of members= 1
Length (depth)= 95.46 in.
Length (width)= 12.0 in.
K.l,l= 2
K�lyr 2
K.E= 0.3
c= 0.8
Load= 364 lbs.
A= 5.25 sq.in.
(1/d)x 54.55
(Vd)y= 16.00
E'm„,= 440,000 psi
Bearing Wall Calculations
unbraced length (depth)(x)(in.)
unbraced length (width)(y)(in.)
effective length factor (x)
effective length factor (y)
Load per stud
Weak Axis Calculations(y)
FSE= 1412.81
F',= 951.56
F,/F'c= 1.48
1+FoE/F`d2c= 1.55
CF= 0.81
F',= 768.35
l3wo,,a.= 4,034 lbs.
Good/No Good? O.K.
Wind Load
Wind load per stud= 38.9 pit
Moment= 3,694 in. -lbs.
Reaction= 155 lbs.
Header depth= 3.50 in.
Total header width= 1.50 in.
Header span= 8.0 ft.
Bending
Sx 3.06 cu.in.
F'b= 1782 psi
fb= 1206 psi
Good/No Good? O.K.
Shear
F'v= 216 psi
fv= 44 psi
Good/No Good? O.K.
Page 15 of 15
Lumber
Spruce Pine Fir (SPF) Stud
Fb= 675 psi
Fl= 350 psi
F�= 135 psi
Fop= 425 psi
Fc= 725 psi
E,,,,,= 440,000 psi
E= 1,200,000 psi
Lumber Factors
CD= 1.25
Duration for gravity bad
CM= 1.00
Wet Service
C,= 1.00
Temperature
CL= 1.00
Beam Stability
CF= 1.05
Size for Fo
•
•
Cw= 1.00
Flat Use • •
•
Cj= 1.00
Incising • • •
• •
•
C,= 1.15
Repetitive Member • • • • „ •
0 •
• • •
C,= 1.00
Form •
CT= 1.00
96
Buckling Stiffness (2005 NDS 4.4.2)
0
CF= 1-10
Size forFb ••••••
i••
••
Co= 1.60
Duration for lateral to,%* • •
a
• •
C,= 1.50
Repetitive Member (WA>pr • •
•
• •
•
Strong Axis Calculations
(x) • • • •
• • •
• • •
FoE= 121.55
••••••
•
F-�= 951.56
• • •
FoE/F',= 0.13
• • •
• • •
1+F,zJF'o/2c= 0.70
i • • •
•
Cp=0.12
•• •
•••
•
F'c= 118.20
• •
P.N_.w.= 621 lbs.
Good/Wo Good? O.K.
Combined Bending and Axial Loading
F'c= 151.29 combine allowable compressive stress
f�= 23 psi combine compressive stress
Combined stress index= 0.86
Good/No Good? O.K.
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FL222 2
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Tuff Shed, Inc.
Window and Door • • •
**proved
FL#: FL22202.4
Manufa(:urerq%sociatidh
Model: Sundance Side -hinged Wood Shed Door (Outswing
(715) 551.5062• • • •
•
Single)
Description: Sundance Side -hinged Wood Shed Door (Outswing
- Single Door) Maximum Size 4' 6-5/8" wide by 64-3/4" high
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
-,vpprovep oy UcrK. Hppmvdis or horn 5nd11 oe reweweg dna rdgneg oy me ry ano/or me mmrsson ❑ necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
=W Iyi�a
Credit Card
Safe
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•
0000•
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https://www.floridabuilding.org/pr/pr_app_lst.aspx 9/27/2017
Tuff Shed, Inc. Customer Name: Neil Bomberg/Read Holdings LLC
State of Florida License #CBC1253645 Address: 13 NW 108 St Miami Shores. FL 33168
Product Approval (NOA) Cover Sheet Permit #
As required by Florida Statue 553.842 and Florida Administrative Code 96-72m. Please provide the information an approval numbers for the building
components listed below if they will be utilized on the building or structure. Florida approved products are listed on line at www.floddabuilding.org or can be
obtained from the local product supplier.
All Products listed are per Florida Building Code 2014 5th Edition
X I Product Type
Manufacturer
Model#/
FL product
HVHZ
X Siding (Panel)
LP Corp
Panel
FL9190.6-R4
YES
Window - Sliding
PGT Industries
HR -4510
FI -242.9
YES
Fixed Tansom
Innovations Inc.
Transom
FL17667
YES
X Roof underlavment
Woodland industries
1151b Felt
I FL17206.1-R3 I
YES
X Asphalt Shingles
Owens Corning
Oakridge
FL10674.1-1112
YES
Door (Double)
TO Shed, Inc.
Premier - Double Door
FL22202.1
YES
Door (Single)
Tuff Shed, Inc.
Premier - Single Door
FL22202.2
YES
X Door (Double)
Tuff Shed, Inc.
Sundance - Double Door
FI22202.3
YES
Door (Single)
Tuff Shed, Inc.
I Sundance - Single Door
FL22202.4
YES
Custom Materials Used
Siding (Lap)
James L Hardie
Lap
FL10477.1-R5
YES
Steel Door - Inswing
JELD-WEN
6 panel / 3068 / Inswing
FL11136.1-R5
YES
Steel Door - Outswing
JELD-WEN
6 panel / 3068 / Outswing
FL11136.2-R5
YES
Full lite Door
JELD-WEN
3068
FL17454.1-RO
NO
Full lite Door
JELD-WEN
6068
9 lite Door
JELD-WEN
3068
Metal Roofing
Thompson Arch Metal Company
5V Crimp
.EL5219-R2.
YES
Metal Roofing
Thompson Arch Metal Company
TM Rib
F•5zt$-112. • • •
YES
Flood Vents
Flood Solutions LLC
Foundation
••• ..1<Li 88'
YES
000
• 0 0 0 '
• .. 0
• • •
• • . • •
•;• ; •
_
.... •,.
••••; 0. ' .:0 r 't
EXTERIOR RESEARCH & DESIGN, LLC.
. f Certificate of Authorization #9503
l TRINITY ERD 353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway F1.10674-1112
Toledo, OH 43659 Date of Issuance: 02/06/2012
Revision 7: 04/18/2016
SCOPE: 9 ••••••
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulatippS Overnipg the use of •
construction materials in the State of Florida. The documentation submitted has been revievmdaby RobVrrf Nieminen,•••.
P.E. for use of the product under the Florida Building Code and Florida Building Code,•Remelential Volume. The •
products described herein have been evaluated for compliance with the 5th Edition (2QT4)' Fiprida PbUci tag Cod; •
sections noted herein.
.... . .. .....
...... .. . .....
DESCRIPTION: Owens Corning Asphalt Roof Shingles •
•
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Ass. ;ante .4en4 noted*
herein. ••••••
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 04/18/2016. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
C1
� TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
• •
Section
Property
Standard
Year
• • : •
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
OO?* .:.
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
.0 0
2009
• •
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
• • •
....
2008
..
....:
3. REFERENCES:
• • • •
• • •
• • • • •
kniLtY
Examination
Reference
• •
Date • •
UL LLC (CER9626)
Physicals &Wind Resistance
File 112453, Vol. 3
• • • • •
02/15/2047
•
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-112453
•
05/1§/2011
UL LLC (TST9628)
Physical Properties
06CA20263
04/11/2oee •
•
•
UL LLC (TST9628)
Wind Resistance
11CA34308
•
02/1$/2012
• • • •
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
•
.
02/01/2014
UL LLC (TST9628)
Wind Resistance
4786126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation, R2453
Exp. 08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.1.3 Devonshire"' are fiberglass reinforced, 5 -tab asphalt roof shingles.
4.1.4 Duration*, TruDefinition Duration, Duration Premium Cool, TruDefinition• Duration* Designer Color
Collection, TruDefinition Oakridge, Oakridge and WeatherGuard• HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7
Certificate ajAuthorkatton #9503 FL10674-1112
Revision 7:04/18/2016
Page 2 of 8
f
TRINITY i ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd = 150 mph (V„ n = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified
In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Vasd =150 mph (Vrrit =194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of Ehteeior less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact 0 c' 0
the shingle manufacturer for data specific to each shingle.• • • • • • •
. .
0 000
0 0000.•
5.4.4 Refer to Owens Corning published information on wind resistance and installatiow liwhations. o •
0000..
5.5 All products in the roof assembly shall have quality assurance audit in accordanlcV0116 the Wrida' Building
Code and F.A.C. Rule 61G20-3. •••• " ""'
0000.. .. . 0000.
6. INSTALLATION: • 0 •
0•
• •• 000•
0
•
000 • • •
6_1 Underlavment: 0 •
. . • e • 0 0 0 . •
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current. Florida Sta&Mcri Product •
Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, A87144or 119051.3. • :' �' •:
6_2 Asphalt Shingles: 0 "
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
➢ Berkshire* shingles require minimum five (5) nails per shingle.
➢ WeatherGuard* HP shingles require minimum six (6) nails per shingle.
Devonshire"' shingles require minimum six (6) nails per shingle.
Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
Felt underlaymeM Deck
+
Sell -adhered
WeatherLock•
t underlayment
Drip
Drip edge
edge
;
tet.
Nails located
2-3" from eave
Install first
Self-sealing adhesive
Starter Strip
positioned along eave
shingle with
V removed
Starter Strip shingle overhangs eaves and rakes kir -39"
Exterior Research and Design, I.I.C.
Cerdfloatie of Audlorizadon #9503
[Fe.lkurderlayment Deck SeModhared
WeatherLoekt
c- underlayment
�p �r—r ham ater Strip Fin adhesive
d Phoned along eaw
Starer Strp Plus overhangs eave and rakes 1/4'-3/4"
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 3 of 8
6.2.6 Minimum Nailing — Classic° & Supreme:
Norm" Mansard or Area para
Wind Areas High Wind desysnes y
Area pars vientos normales Areas vientos /uertes
�• IAI i.. rt" 2• (B 2" �
tr
B" Exposure
Exposieidn
Standard Fastening Pattern
TRINITY! ERD
Normal Mansard or Area pare
Wind Areas High Wind desvenes v
Area para vientos normales Areas vientos tuertes
�" IAl �• t" 2• l61 2" t.
B 6/8" Exposure
Exposkidn
•
• • • • •
S•alAhlNri} • • • • •
la Wil �9iQPr • • •
r • •
r • •
6 -Nail Fastening Pattern
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7
Certl/koteofAuthorirodon #9503 FL10674-R12
Revision 7: 04/18/2016
Page 4 of 8
TTRINITYIERD
6.2.8 Minimum Nailing — Devonshire"':
�+ �7- 8" 8' 8' i- 7n i «fie
• aava.
Mir exposure Sealant location
Exposid6n de 5.6/8 pule Ubiud6n del sdlador
Standard 6 -Nail Fastening Pattern Mansard or Steep Slopg f j%tIning P %tIern a • • 4141041
•
•a a• • r• %a••a•
6.2.9 Minimum Nailing — Duration", Tru Definition° Duration, Duration" Premium Cogs & Ippefinition •Duration a •
Designer Color Collection: : a : *000:0
"all Fastening Pattem
sinNaiw rasonina a s ww %
N". Typical
�^ +r tr 1^
atn^ aasF] FI F�
-
Standard Fastening Pattern
FIM'
Exterior Research and Design, I.I.C.
CertlJknte of Autharizadon x9503
e. a4astlnl Patt•m •
sur•Nan• fastarnnp aria WAR a
Nan. /ypkal
I tr tr 1^
s•tn^ san•
for Slopes Greater Than 21:12
furaNanfi ra+bnop arae'rimh
r Nall, Typ"
Fool V tpo4 or Aapnan Roo" Cannot
Mansard or Steep Slope Fastening Pattern
6 -Nail Fastening Pattern
r
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7:04/18/2016
Page 5 of 8
•
6.2.1 Minimum Nailing—TruDeflnition•Oakridge', OakridgeO:
4 Nail Pattern
Esqu•ma con 4 claws
6519" Exposure Nags
Exposiddnde6610ptdg• Claws
Expostcion d* 7 6/8 ping.
Standard Fastening Pattern
6 Nail Pattem
Esquana con S clavos
r
tE-- tz• —a{
6 Str Exposure
Exposle 6a dd 6 6/8pulg.
6 -Nall
6.2.1 Minimum Nailing — WeatherGuard• HP:
811112111110 aIlk view
91:i :• •: f Rtttt4ttnarlla� Mid lir
CSMjb�m b
TRINITY ERD
�= tz-
•
IJ
•00.00
aV"os• i • • 5 618" Expflaure
• • • • • 0 £xpOsld6#4 6
0000 •• •
0000
•
0000
•
0000
g?Itetern
•
••
•
••
0000••
•
0000••
• •
0000••
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-117
Cadflcate oJauthorkadan #9503 FL10674-R12
Revision 7:04/18/2016
Page 6 of 8
TRINrry ERD
6.3 Hip & Ridae Shingles:
6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard* HP Hip and Ridge Shingles and
ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidgel Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand -sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig. 1 q
t— w•mlwwama C
We4bn � \�p
4
♦ �� A I 1
1 I
I 1
Exposure
FIg.2
•
•
IopvAm • •
•
r •
• SM•Yfaw'40
• • •
•
•
•
NAYS N
�- Top Laolnalld r
•
• • •
4"
Plata
�. r •
•
•
I
••
•••
••
�I
004
ul
•
•�
•
•
•••tz"
10
6.3.4 Minimum Nailing — WeatherGuard° HP Hip and Ridge:
Fig. A
Proaaaap Wind
f-DlroQbn U \, A
\ A
1 I
A\
p\ I I I I
+ + ♦
�6ryoauA
Exterior Research and Design, U.C.
Cerdf tate of Authodradon #9503
Fig. C Hip & Ridge Shingle Fastening
Top~
Nails Nails
T
P 1'
s Exposul•
••Y
66.000
•
6666••
6666••
•
• 6666•
Y
•• 6666••
•
•••
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7:04/18/2016
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
PrevaBing
Wind Direction Seslant Strip
A-'/ 6' Exposure
Fasten 71h"
Cover Exposed
Fasteners with
Roof Cement
J
TRINITY !ERD
Standard �.
Fastening
Pattem
t2' iSealent
=ExP1111
1
1 • •
6.3.6 Minimum Nailing — DuraRidge"A Hip & Ridge Shingles: • •. • : . • • e
Note: The drawings below pertain to minimum, as -tested attachment requiremeRf? fifer to Owens Corning". a •.
published installation instructions for their minimum requirements. 000000 • : 0004 0
Provaiing Wird Direction
—
Direction dornirontedivmt
Dirocdondel viente prodornimnte
t.
Naik-----•� �-�
C rts�rws
Cla°a� i I
' • owem Cerdrrg SuroNail' • i
_ miV
"Id>i
ILI
I�
I
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (414) 248-6409; karen.buchmannPul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate ojAuthodkodon OSW
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 8 of 8
ASSEMBLY INSTRUCTIONS:
NOTE: INSTRUCTION #1 THROUGH #3 ARE TO BE
PERFORMED IN FACTORY. INSTRUCTION #4 CAN BE
PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION
#5 IS TO BE PERFOMED ON JOB SITE.
1. ATTACH ITEM 1 (7/16" OSB INTERIOR SHEATHING) TO
ITEM 2 (STEEL DOOR FRAME - 1-1/2" SO. TUBING) WITH
ITEM 3 (#8 x 1-1/2" SCREWS) @ 6" O.C. AND (2) SCREWS
AT EACH END OF EVERY STEEL TUBE AS SHOWN IN
DETAIL'B'.
•
••• •• EEDIL'A'
IDE •
•
FOR INSOIE�D • • • '
OF ASSEMBLY
• • •
2. ATTACH ITEM 4 (3/8" OSB SMARTSIDE EXTERIOR
DESCRIPTION
SHEATHING) TO ITEM 2 (STEEL DOOR FRAME - 1-1/2"
1 —
SQ. TUBING) WITH ITEM 3 (#8 x 1-1/2 SCREWS) @ 6" O.C.
"APA APPROVED"
AND (2) SCREWS AT EACH END OF EVERY STEEL TUBE
•
.
...
•
SOUTHERN CARLSON
SMARTSIDE EXTERIOR SHEATHING) WITH EXTERIOR
3/8" OSB SMARTSIDE EXT SHEATHING
V09:
5
@ 6' O.C. AND (2) NAILS AT EACH END OF EVERY TRIM 7
LOUISIANA PACIFIC
Vso
INAIL
SOUTHERN CARLSON
i
4. ATTACH ITEM 5 (HINGES) TO DOOR ASSEMBLY WITH
SIERRA PACIFIC
ITEM 8 (#8 X 2-1/4" SQ DRIVE WOOD SCREWS) AT
#8 x 2-1/4" SQUARE DRIVE WOOD SCREW
LOCATIONS SHOWN ON SHEET 4. (4) SCREWS PER
9 1 HTH6096
HINGE.
SIERRA PACIFIC
5. INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM #7)
TO THE DOOR ASSEMBLY WITH (2) ITEM 8 (#8 x 2-1/4
5
SQUARE DRIVE SCREWS). INSTALL CAB LATCH
(COMPONENT OF ITEM #7) TO THE DOOR ASSEMBLY
WITH (4) #8 x 1-1/4 PAN HEAD SCREWS. ATTACH INSIDE
HANDLE (COMPONENT OF ITEM #7) AND SECURE WITH
•.•
ASSEMBLY INSTRUCTIONS:
NOTE: INSTRUCTION #1 THROUGH #3 ARE TO BE
PERFORMED IN FACTORY. INSTRUCTION #4 CAN BE
PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION
#5 IS TO BE PERFOMED ON JOB SITE.
1. ATTACH ITEM 1 (7/16" OSB INTERIOR SHEATHING) TO
ITEM 2 (STEEL DOOR FRAME - 1-1/2" SO. TUBING) WITH
ITEM 3 (#8 x 1-1/2" SCREWS) @ 6" O.C. AND (2) SCREWS
AT EACH END OF EVERY STEEL TUBE AS SHOWN IN
DETAIL'B'.
•
••• •• EEDIL'A'
IDE •
•
FOR INSOIE�D • • • '
OF ASSEMBLY
• • •
2. ATTACH ITEM 4 (3/8" OSB SMARTSIDE EXTERIOR
DESCRIPTION
SHEATHING) TO ITEM 2 (STEEL DOOR FRAME - 1-1/2"
1 —
SQ. TUBING) WITH ITEM 3 (#8 x 1-1/2 SCREWS) @ 6" O.C.
"APA APPROVED"
AND (2) SCREWS AT EACH END OF EVERY STEEL TUBE
STEEL DOOR FRAME: 1-1/2" STEEL DOOR FRAME
AS SHOWN IN DETAIL'B'.
3 --
3. ATTACH ITEM 5 (DOOR TRIM) TO ITEM 4 (3/8" OSB 8
SOUTHERN CARLSON
SMARTSIDE EXTERIOR SHEATHING) WITH EXTERIOR
3/8" OSB SMARTSIDE EXT SHEATHING
GRADE CONSTRUCTION ADHESIVE AND ITEM 6 (NAILS)
5
@ 6' O.C. AND (2) NAILS AT EACH END OF EVERY TRIM 7
LOUISIANA PACIFIC
PIECE AS SHOWN.
INAIL
SOUTHERN CARLSON
i
4. ATTACH ITEM 5 (HINGES) TO DOOR ASSEMBLY WITH
SIERRA PACIFIC
ITEM 8 (#8 X 2-1/4" SQ DRIVE WOOD SCREWS) AT
#8 x 2-1/4" SQUARE DRIVE WOOD SCREW
LOCATIONS SHOWN ON SHEET 4. (4) SCREWS PER
9 1 HTH6096
HINGE.
SIERRA PACIFIC
5. INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM #7)
TO THE DOOR ASSEMBLY WITH (2) ITEM 8 (#8 x 2-1/4
5
SQUARE DRIVE SCREWS). INSTALL CAB LATCH
(COMPONENT OF ITEM #7) TO THE DOOR ASSEMBLY
WITH (4) #8 x 1-1/4 PAN HEAD SCREWS. ATTACH INSIDE
HANDLE (COMPONENT OF ITEM #7) AND SECURE WITH
�'UG
WASHER AND NYLOC ON HANDLE SHAFT
(COMPONENTS OF ITEM #7). SEE DETAIL 'N.
EXPLODED DOOR ASSEMBLY
PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW
HANDLE DETAIL
i
DETAIL'B'
ITEM PART NUMBER
DESCRIPTION
VENDOR
1 —
7/16" APA OSB INTERIOR SHEATHING
"APA APPROVED"
2 ---
STEEL DOOR FRAME: 1-1/2" STEEL DOOR FRAME
QUAIL RUN
3 --
#8.11/2- WOOD SCREW
SOUTHERN CARLSON
4 --
3/8" OSB SMARTSIDE EXT SHEATHING
LOUISIANA PACIFIC
5
DOOR TRIM
LOUISIANA PACIFIC
6 —
INAIL
SOUTHERN CARLSON
7390206
TUFF SHED "L" HANDLE ASSEMBLY
SIERRA PACIFIC
8 TS002
#8 x 2-1/4" SQUARE DRIVE WOOD SCREW
GMS
9 1 HTH6096
I TUFF SHED HINGE
SIERRA PACIFIC
HANDLE \
NYLC
WASHER
DETAIL 'A'
�-(2)
Order #.
Customer:
Site Address:
Building Size:wmN-u:rwYN-HWHT-eaFr.rnE"
9
HINGE ATTACHMENT
lv
DOOR HANDLE AND STRIKE
HURRICANE SPRING BOLT
PLATE ATTACHMENT
SIERRA PACIFIC PART #1183ZN
SIERRA PACIFIC PART #390206
ATTACH (1) HURRICANE BOLT 6" FROM TOP OF
DOOR AND (1) 6" FROM BOTTOM OF DOOR.
INSTALL DOOR HANDLE PER
ATTACH EACH BOLT WITH (4) #8 x 2-1/4" SQUARE
1/4C NSTRUCT
#8 x 2-1/4'CSQUARE (DRIVE WOODS. USE
DRIVE SCREWS
SCREWS. ATTACH STRIKE PLATE WITH (2)
SINGLE DOOR ASSEMBLY
#8 x 2" SQUARE DRIVE WOOD SCREWS.
SCREWS TO BE LOCATED AS SHOWN.
3 TOP VIEW
EACH HINGE WITH (8)
TUFF SHE
CAB LATCH
HANDLE \
NYLC
WASHER
DETAIL 'A'
�-(2)
Order #.
Customer:
Site Address:
Building Size:wmN-u:rwYN-HWHT-eaFr.rnE"
9
HINGE ATTACHMENT
lv
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY TUFF SHED
INC 8 THE ENGINEER OF
T
DRAWINGS BY:
TUFF SHED, INC.
IN HOUSE DRAFTING DEPARTMENT
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(30SU ES TUFF
TUFF SHED INC. ASSUMES RESPONSIBXJIY FOR
TITLE
4'(4060) DOOR ASSEMBLY
AND INSTALLATION
PREMIER SERIES
O.
DRAWING AP -FL -P E
AP-FL-PGN-01
(()) S
/
Date: 3/23/17
REV. LEVEL 01
PER DOOR. ATTACH
SHEET
Date:
EACH HINGE WITH (8)
TUFF SHE
CAB LATCH
#8 x 2-1/4"
#8 x 1-1/4" PAN
HEAD SCREWS
HINGE SCREWS (PN
TS002) - ORDER FROM
PURCHASING DEPT.
HINGES TO BE
LOCATED AS SHOWN.
4 HINGE ASSEMBLY DETAIL
FRONT VIEW
TUFF SHED
Storage Buildings & Garages
eS s
g g g
TUFF SHED, INC.
Order #.
Customer:
Site Address:
Building Size:wmN-u:rwYN-HWHT-eaFr.rnE"
9
PO #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY TUFF SHED
INC 8 THE ENGINEER OF
DRAWINGS BY:
TUFF SHED, INC.
IN HOUSE DRAFTING DEPARTMENT
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(30SU ES TUFF
TUFF SHED INC. ASSUMES RESPONSIBXJIY FOR
TITLE
4'(4060) DOOR ASSEMBLY
AND INSTALLATION
PREMIER SERIES
O.
DRAWING AP -FL -P E
AP-FL-PGN-01
Orate BY: PK
Date: 3/23/17
REV. LEVEL 01
Checked By:
SHEET
Date:
Scale: N.T.S.
RECORD.
r1LL
THECONTEfTOFT ESEDRA GSMDTME
CONSTRUCTION OF TME SMND S SHONN HE N-
SHEET 1 OF 2
- •
.
•••
•
PART NUMBER DESCRIPTION
VENDOR
1
P4S 4060 PREMIER STANDARD DOOR
TUFF SHED
2
— STEEL BASE
QUAIL RUN
3
— STRUCTURAL WALL PANEL ASSEMBLY
TUFF SHED
4
— 3/4' APA FLOOR DECKING
"APA APPROVED"
5
HTH6096 TUFF SHED HINGE
•;•
: =
-- DOOR TRIM - VERTICAL
LOUISIANA PACIFIC
7
-- DOOR TRIM - HORIZONTAL
LOUISIANA PACIFIC
8
-- STRIKE PLATE
SIERRA PACIFIC
1 /4
6
77
2X 1/4-
72
AOR STRIKE
PLATE
36
1 6-
1/2OPENING
•• •'• ••• • ••-
• • •
;+114 •• ••• ••• ••
•• •
•
rE
I--47 DOOR -1
PARTS LIST
ITEM
PART NUMBER DESCRIPTION
VENDOR
1
P4S 4060 PREMIER STANDARD DOOR
TUFF SHED
2
— STEEL BASE
QUAIL RUN
3
— STRUCTURAL WALL PANEL ASSEMBLY
TUFF SHED
4
— 3/4' APA FLOOR DECKING
"APA APPROVED"
5
HTH6096 TUFF SHED HINGE
SIERRA PACIFIC
6
-- DOOR TRIM - VERTICAL
LOUISIANA PACIFIC
7
-- DOOR TRIM - HORIZONTAL
LOUISIANA PACIFIC
8
-- STRIKE PLATE
SIERRA PACIFIC
9
1183ZN HURRICANE SPRING BOLT
SIERRA PACIFIC
10
— TRIMMER STUD
MARKET LUMBER
11
— #8 x 2-1/4" SQUARE DRIVE WOOD SCREW
GMS
2-1/4" SQ DRIVE WOOD SCREWS) AT LOCATION SHOWN.
DOUBLE TOP PLATES
rE
I--47 DOOR -1
��
PARTIAL FRONT VIEW
INSTRUCTIONS:
INSTALLATION
1. ATTACH ITEM 8 (STRIKE PLATES) TO ITEM 1 (4060 PREMIER DOOR) WITH ITEM 11 (#8
CRIPPLES
X 2-1/4" SQ DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. (2) SCREWS PER
9
STRIKE PLATE. 11-
2. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES AND STRIKE PLATES TO WALL
PANEL ASSEMBLY WITH ITEM 11 (#8 X 2-1/4" SQ DRIVE WOOD SCREWS) AT
LOCATIONS SHOWN. (4) SCREWS PER HINGE.
HEADER
3. ATTACH ITEM 8 (STRIKE PLATE) TO ITEM 10 (TRIMMER STUD) WITH (2) ITEM 11 (#8 X
/
2-1/4" SQ DRIVE WOOD SCREWS) AT LOCATION SHOWN.
8
4. ATTACH ITEM 9 (HURRICANE BOLTS) TO ITEM 1 (PREMIER DOOR) WITH ITEM11 (#8 X 11
1
2-1/4" SQ DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. (4) SCREWS PER BOLT.
2
FRAMING NOTES:
1. STUDS TO BE SPACED 16" O.C.
2. FRAME TO BE MINIMUM 2X4 SPF
11 5
3. FRAME NAILING
KING STUD TO TOP PLATE, 2-16d END NAIL
2ND TOP PLATE TO IST TOP PLATE, 16d NAILS EVERY 12"
KING STUD TO BASE PLATE, 2-16d END NAIL
KING STUD TO HEADER, 2 END NAIL
TRIMMER STUD TO HEADERER,,2-162 TOE NAIL
TRIMMER STUD TO BASE PLATE, 2-16d END NAIL
PARTIAL EXPLODED PARTIAL ASSEMBLY
6 OUTSIDE VIEW O OUTSIDE VIEW
PARTIAL BLY
ASSEM
® INSIDE VIEW
4. FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH
1/40 X 3" GALV HEX HEAD SELF -DRILLING SCREWS @ 12" O.C.
TUFF SHED
Order#.
PO #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
DRAWINGS BY
TUFF SHED, INC.
TITLE
DRAWING NO.
Drawn
Customer:
By: PK
OF TUFF SHED,INC. THESE
)DOOR ASSEMBLY
4'(4060)
(
AP-FL-PGEN-01
Date: 3/23/17
IN HOUSE DRAFTING DEPARTMENT
Stora a Buildings & Garages
Q $ $
DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED
TUFF SHED, INC,
Site Address:
AND BUILT BY TUFF SHED.
1777 S. HARRISON STREET
AND INSTALLATION
REV. LEVEL 01
Checked By:
SHEET
ANY OTHER IS
FORBIDDEN BY TUFF SH
BY ED
DENVER, COLORADO 80210
PREMIER SERIES
Date:
INC 8 THE ENGINEER OF
(303)753-TUFF
Building Size: TH-u H� ,H.H-H.-,�.a
IBJ
TUFF SHED NO. ASSUMES ALL RESK*SWM6 FDR
THEC TEWOFTHESEDRAMGS-DTHE
consTRucrroH OF THE einL S SHOM HEREN.
Scale: N.T.S.
RECORD.
SHEET 1 OF 2
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick here .
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�SCCUfia'—NtI:TKICti-;
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I=T
Manufacturer
yalldatr±•d ; • • • •
atus '
FL9190-R4
Revision
LP Building Products
FL#: FL9190.6
CBUCK Engineering, Inc.
(561) 491-9927
Approved
History
Model: LP SmartSide Precision Series Panel Siding
Description: Engineered wood exterior panel siding.
Category: Panel Walls
Subcategory: Siding
-Approvea cry ursrK. Approvals oy U9FK snap oe rewewea ano raariea oy the vuc ana/or the commission IT necessary,
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick here .
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i CONSTRUCTION MATERIALS
TECHNOLOGIES
ACCREDITED
Report for:
Attention:
LABORATORY TEST REPORT
Woodland Industries, Inc.
1520 Kalamazoo Drive
Griffin, GA 30224
Pam Herring
Date: March 22, 2011
Product Name: Type I Asphalt -Saturated Organic Felt
Manufacturer: Woodland4ndustries, Inc' • • •
Project No.: WII-007-02-01
Source: Woodland Ilidustfies, Int...
Date Received: March 3, 2011
Dates Tested: March 11 -J§Jq1,1
Miami -Dade Notification No.: PRI11018
0000 ..
006060 ..
Subject: The purpose of this project was to test Woodland Industries' Type I felteftr compliance vaith*
the requirements of ASTM D 226-97a and ASTM D 226-05: Standlo fpgcification for
Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type 1. .
0000..
Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphaft:
Saturated Organic Felt Used in Roofing and Waterproofing, ASTM D 146: Standard Test
Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing
and Waterproofing, and ASTM D 727: Test Method for Kerosine Number of Roofing and
Flooring Felt by the Vacuum Method.
Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3,
2011.
WII-007-02-01 PRI Accreditations: AS TL -189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Construction Materials TechroWies, U.C. 6408 Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813.621-5840 a -mail: matedalstesbng@pricmt.com WebSite: http:/ANww.pricmt.com
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
AW'
ra
Woodland Industries, Inc.
Laboratory Test Report for Type I Asphalt -Saturated Organic Felt
PRI11018
+ Page 2 of 3
Results:
Requirements
Property..
11
.• .•
Materials and Manufacture
Free from lumps or
Free from lumps or
Materials and Manufacture [Pass/Fai1]
ASTM D 226
Pass
particles of foreign
particles of foreign
substances
substances
Physical Requirements
Unrolling @ 40°F and 140°F (Pass/Fail]
Pass
No Damage
No Damage
Avg. Breaking Strength (Ibf/in-width)
10 specimens; 1"x 6";
ASTM D 146
Cond. 2h @ 73.4±3.6°F;
Test @ 73.4±3.6"F; Rate = 2in/min
MD
47
2 30
2 40
CMD
23
215
2 20
Pliability (Pass/Faill
5 specimens; 1" x 8";
Cond. WI 10-15min @ 77±1.8"F;
ASTM D 146
• •
Test 90" over 1/2" (or 1/4") r in 2s @ 77°F;
•
0
Visual Inspection in "flexed" position
•
• •
MD
No cracking
No Cracking •
e fjo Crack"* • •
radius
• W radius
CMD
No cracking
No Cracking
W radius •
9.0 o Crackin�q
Y." radio • 0.
Loss on Heating (%)
• ••
2 specimens; 12" x 6";
ASTM D 146
2.2
s 4 '
; "; s 4 ; • . •
Test Cond. 5h±3min @ 221±5°F
•
0 • • • • •
Width of Roll;
ASTM D 146
36.0
36" ± 0.7% ;
'*:*j6-±0.7% 0
(Report) (in)
Area of Roll;
428.1
216 or 432^ •
• • 216 ".
min (ft)
• • is
Moisture, at point of manufacture;
ASTM D 95 /
2.8
4.3
4.1
max (%)
ASTM D 146
Net Mass of Saturated Felt;
ASTM D 146
12.9
11.5
26
min (Ib/100ft2)
Mass of Saturant;
ASTM D 146
6.9
6.2
15.0
min (Ib/100ft2)
Mass of Desaturated Felt;
ASTM D 146
5.8
5.2
10.0
min (Ib/100ft)
Saturation;
ASTM D 226
1248
120
150
min (%)
Ash;
ASTM D 146
4.6
10.0 _T
10.0
max (%)
Workmanship, Finish, and Appearance
Finished product shall be
Finished product shall be
thoroughly and uniformly
thoroughly and uniformly
Workmanship, Finish, and Appearance;
ASTM D 226
Pass
saturated, free of coating,
talc, or other that may
saturated, free of coating.
talc, or other that may
(Pass/Fail]
interfere with adhesion,
interfere with adhesion,
and free of visible external
and free of visible external
defects.
defects.
Note A: Or AS Agreed Upon by Purchaser and Seller
Note B: Saturation efficiency is 72%. Minimum requirement is 70% for Type I.
WII-007-02-01 PRI Accreditations: IAS TL -189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Construction Materials Technologies, I.I.C. 6408 Badger Drive Tampa, FL 33610 Tel: 813621-5777 Fax: 813-621.5840 e-mail: matedalstesting@pricmt.com Website: http:gwww.p6cmt.com
0000••
•
•
•
0000••
0000••
•
0000•
• •
0.00.
0000••
4.9000
• •
••••9•
Woodland Industries, Inc.
Laboratory Test Report for Type I Asphalt -Saturated Organic Felt
PRI11018
Page 3 of 3
Statement of Compliance:
This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification
for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type I.
Signed: Signed:
C�iach Priest Duc T. Nguyen
Director Florida Registered Professional Engineer
P.E. Number: 65034
Date: /��C��d , ,9-01( Date: 3 / -Z�/ &,I I
.600.0
6 .
.606..
.. . . .
,
660600
•06006 0•00066
6666..
.66666
6666 .. 00
•00• . 06
60600
6666.. .. .
.6...
6 . . 0
.. .. . ..
6666..
-~, 006006 6
6
,
. 6 .666..
666666
6 .
0
, ,
.
6 666..
06 0 066 6
6 6
WII-007-02-01 PRI Accreditations: AS TL -189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Construction Materials Technologies, I.I.C. 6408 Badger Drive Tampa, Ft. 33610 Tel: 813.621.5777 Fax: 813.621.5840 e-mail: maierialstesting@pdcmt.com WebSite: httpJAvwiw.pdcmt.com
3/14/2017
b
d
DNA.r
a
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USER: Public User
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Revision
Owens Corning •
•-•••
John W. Knecevich,
Approved •
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Code Version
2014
FL#
*
History
10674.1
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ALL
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•
• ALL
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• •
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* a "ALL
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0000
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000000
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00000
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FL10674-
Revision
Owens Corning •
•-•••
John W. Knecevich,
Approved •
FL#: FL10674.1 4
A ... .
*
History
Model: Owens Corning Asphalt Roofing Shingles and Starters
(954) 772-6224 •* 0
Description: 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge
shingles
Category: Roofing
Subcategory: Asphalt Shingles
•Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund statement
Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick JIM.
Product Approval Accepts:
®� eC rick
Credit Card
Safe
Mps:/Mww.floridaWidng.org/pr/pr_appjstaspx 1/1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
W
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE •••�••
REQUIRED DOCUMENTS AS NOTED BELOW: .•••••
Roof System
Required Sections of the
Permit Application Form
Attachments Regrir *cC
See List Beldw
Low Slope Application
A,B,C
1,2,3,4,5,6,7 • •
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7 • •. •
Asphaltic'Shingles- -
FA,B,D y ��
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
S.
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
•.•...
•.•.•.
FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING 5.31
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane tone Uniform Permit Application Form.
Section A (General Informatiorj
Master Permit No.
Process No.
Contractor's Name Tuff Shed, Inc.
Job Address 13 NW 108th Street, Miami Shores, FL 33168
ROOF CATEGORY
••• •
••••••
❑ Low Slope
❑ Mechanically Fastened Tile
❑ Mortar/AdhesUset Tile•
• • • • • •
19 Asphaltic
11 Metal Panel/Shingles
11 Wood Shinott911akes • • •
: • • • •:
Shingles
• •
.... . ..
.....
❑ Prescriptive BUR -RAS 150
• • • •
.. .. . ..
......
ROOF TYPE
;••;•; •
••
ixi New Roof
1 Reroofing F-1 Recovering
—i_i Repair I -I SVai�ianance• • • • • •
; ;
• • • •
ROOF SYSTEM
• •
INFORMATION
Low Slope Roof Area (SF)
Steep Sloped Roof Area (SF)
60 Total (SF) 60
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
15.32 FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING
'
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section CALL -ow Slope Application) Surfacing:
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used, identify as "NA")
Field: " oc @ Lap, # Rows @ " oc
System Manufacturer:
Perimeter: _i" oc @ Lap, # Rows _ @ " oc
Product Approval No.:
• ° • ° • •
•°•
Corner: " oc @ Lap, # Rows• • • • " @ oc 9000
• • _r
°
Design Wind Pressures, From RAS 128 or Calculations: ; •
:0 . ° °
Number of Fasteners Per Insujglq q Board: • ° • •
•
max1: Pmax2: Pmax3:
00 • • • •
Field Perimeter _ _ _ _ • ; Ct?Cr1d`r
•
Max. Design Pressure, from the specific Product �• • °
°
...... •• • ••••
Approval system: Illustrate Components Noted • and Detains 1%
•
Deck: Applicable: 000000 • •
Woodblocking, Gutter, Edge T§rmihajon, Shipping, Flashipg,°•
Type:
Continuous Cleat, Cant Strip, Pase Flashing; QmiU fer-
Flashing, Coping, Etc. *see
Gauge(Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness,'Fastener
Slope: Type, Fastener Spacing or Submit
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
i
FT.
!
Parapet
Height
I ! I
I
I � Mean
- — Roof
Height
I j i
I
i
FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING 15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System
Roof System Manufacturer:
N/A
Notice of Acceptance Number:
N/A
Minimum Design Wind Pressures, If Applicable (From RAS 127 of:.....
:••
Calculations):
P0000..
1: 33 P2: 57 P3: 84
0000..
..
Steep Sloped Roof System Description •••. :
00
Deck Type: 5/8" Plywood
\ —1
\ Type Underlayment: ASTM D 226 Type !I
iRoof Slope �� ------ - ---- —------- — ------
Insulation: j N/A Shed
Barrier: arrier: F--
\\ , N/A Shed
No9 Shedllation? \ \ Fastener Type & Spacing: F Galy R/S @ 4" & 6" Pattem
—_� \ ---
Adhesive Type: Roof Cement
\ Type Cap Sheet: I N/A Shed J
Mean Roof Height -7=6" i \ Roof Covering: LOwens Corning
Type & Size Drip
Edge:
15.34 FLORIDA BUILDING CODE5th Edition (2014) — BUILDING
0000..
0000..
0000..
0000.
0000.
0000..
0000..
.0000.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
Por Moment based the systems, choose either Method 1 or 2. Compare the values for 41r x ith the values from Mj, if the Mlvalues are greater than or
equal to the Mr values. for each area of the roof, then the tile aitachtneul method is acceptable.
Method I "Moment Based Tile Calculations Per RAS 127"
(Pt: x i. _ ) - Mg: = Mrt Product Approval Mr
(P_: x i _=-) - Mg: = Mrs Product Approval ,Mr
• •
(P3: -Xi, -=-)-Mg:-=M,3_ Product Approval Mf.�_ • • • • • • •
•
Method 2 "Simplified Tile Calculations Per Table Below" • • • • • • • • • • •
Required Moment of Resistance (Mr) From Table Below Prs„tm r n...,�,, 1 KA- **9:90
• •
*Must be used in conjunction with a list of moment based tile systems endorsed by the Browerd County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fc If the Fvalues are greater than or equal to the Fr values,
for each area of the roof. then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS I27'
(Pt: x L = x w: _ ) - W: x cos f) = Frt Product Approval F
(P,: x L = x w: = _� - W: x cos d = Fr, ___ Product Approval F
(Pj: x1, = xtv:= 1- W, v „,A _r
Where to Obtain Information
Description
Mr required Moment Resistance*
Where to find
• . .
Mean Roof Height -�
Roof Slope
15'
20' 25'
30'
• •
••
• • • • •
• 40' • •
•• • •
2:12
34.4
36.5 38.2
39.7
• •
• • • 42.2 •
3:12
32.2
34.4 36.0
37.4
•
• 39.8 *000
4:12
30.4
32.2 33.8
35.1
•
•
• 0
• • 37.3
5:12
28.4
30.1 31.6
32.8
Product Approval
34,9 0
6:12
26.4
28.0 29.4
30.5
32.4
7:12
24.4
25.9 1 27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Browerd County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fc If the Fvalues are greater than or equal to the Fr values,
for each area of the roof. then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS I27'
(Pt: x L = x w: _ ) - W: x cos f) = Frt Product Approval F
(P,: x L = x w: = _� - W: x cos d = Fr, ___ Product Approval F
(Pj: x1, = xtv:= 1- W, v „,A _r
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof' Slope
B
Job Site
Aerodynamic Multiplier
;!
Product Approval
Restoring Moment due to
Gravity
M s
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment
Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tire Dimensions
L= length
XV =width
ProductApproval
All calculations must be submitted to the building official at the time of permit application.
0000
• •0
• • • •
•
0000
FLORIDA BUILDING CODE 5th Edition (2014) -BUILDING 15.35
SECTION 1524 - HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of
the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as .part of the agreement between the
owner and the contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance
standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code, should be addressed A -Pe of
the agreement between the owner and the contractor. ; .
• • • • • •
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck and??1:16 to beYenailed
• • • • •
in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) 8f•thb0 Florida Buibing
:0
Code, Building. (The roof deck is usually concealed prior to removing the existing roof system? • • • :0. 0
• • 0
9
9999 9 99
3. Common Roofs: Common roofs are those which have no visible delineation betw"nomaighboriN waits
99999
09000'
(i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor-ancYor owner s%wtd
notify the occupants of adjacent units of roofing work to be performed.
00.000
•
...0. •
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of tllp roof deckingammobe
0. •. • 0
viewed from below. The owner may wish to maintain the architectural appearance; %erefote, roofing nail
0 00000
penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining, 4s
appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and
may require the review of a professional structural engineer. Ponding may shorten the life expectancy and
performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is
removed. Ponding conditions should be corrected.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded
fro -ma buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow
scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the
requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
venting, venting shall not be required.
COMMENTS:
RZSI?-
9ractor's or Agent's Signature Dat
NIIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) `'Y l-mk m�dfi(If`-, IC f,_n
Owens Corning Roofing and Asphalt, LLC
I Owens CorningParkway
Toledo, OH 43659 :...:.
SCOPE: 0
This NOA is being issued under the applicable rules and regulations governing the use of constA Mitl21'materials.oThe
documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Co%rol S*tipn'tp be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction* A�iJ).
. M ..
This :`TOA shall not be valid after the expiration date stated below. The Miami-Dade County PrSauttfLntrof SeL"on
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the 41INfahave this
product or material tested for quality assurance purposes. If this product or material fails to perform it the aoce{ttad
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately TJ �o�ke; modi. or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptg ce,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Supreme AR 3 Tab Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA#07-1116.12 and consists of pages I through 4.
The submitted documentation was reviewed by Alex Tigera.
er NOA No.: 12-1204.03
MIAMFDADECOUP[1Y Expiration Date: 03/20/18
Al "' Approval Date: 03/07/13
d Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Asphalt Shingles
Materials 3 -Tab
Deck Type: Wood
SCOPE
This approves Owens Corning Supreme AR as manufactured by Owens Corning described in Sextion,2 of thi$ i� ACe
o Acceptance.
. .
PRODUCT DESCRIPTION • • • � • • •
Product Dimensions Test Product liesariution
Specifications 00.09. ..
Supreme AR 12" x 36" TAS 110 A heavy weight, fiberg,ass reinforced asphalt
0000. ,
shingle. •
0000..
MANUFACTURING LOCATION '
1. Atlanta, GA. •'
2. Jacksonville, FL.
3. Irving, TX.
4. Memphis, TN.
5. Medina, OH.
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
Underwriters Laboratories, Inc.
02NK45241
ASTM D 3462
12/05/97
05CA53426
12./02/05
02NK4524 I
TAS 107
11/14/02
03NK04954
03./20/03
04CA52475
03/23/05
06CA03524
03/30/06
04NK40618
11/12/04
Underwriters Laboratories, Inc.
R2453
Reference
01/09/03
PRI Asphalt Technologies, Inc.
OCF-067-02-01
TAS 100
11/12/02
OCF-076-02-01
02/24/04
OCF-094-02-01
08/29/06
OCF-095-02-01
09/22/06
NOA No.: 12-1204.03
Expiration Date: 03/20/18
Approval Date: 03/07/13
Page 2 of 4
0000.
0000..
0000..
0000..
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
INSTALLATION
I. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course Iayout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
0000..
0000..
0000
0
0000
000000
0 0
.. ..
.0000.
0
LABELING :00:0: 0
1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wordinj "Miami-Dke.C%wnty
Product Control Approved". •
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 12-1204.03
Expiration Date: 03/20/18
Approval Date: 03/07/13
Page 3 of 4
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
3s,
8
EXPOSURE Y
DETAIL A
DETAIL B
NAILS LADHEESIVE STRIPE
2 10
8.. 58
END OF THIS ACCEPTANCE
m
1211
NOA No.: 12-1204.03
Expiration Date: 03/20/18
Approval Date: 03/07/13
Page 4 of 4
•
•• ••
• ••
••••••
• {
{
•
• •
• • • • • •
NAILS LADHEESIVE STRIPE
2 10
8.. 58
END OF THIS ACCEPTANCE
m
1211
NOA No.: 12-1204.03
Expiration Date: 03/20/18
Approval Date: 03/07/13
Page 4 of 4
UL Evaluation Report
UL ER2453-02
Issued: April 5, 2017
i
Visit UL's On -Line Certifications Directory. t"b frnj':'tr'iw c;J 4 a
for current status of Report
{
UL Category Code: ULEZ q
CSI MasterFormatS
DIVISION: 07 00 00 —THERMAL AND MOISTURE PROTECTION\� +�
Sub -level 2: 07 30 00 — Steep Slope Roofing
Sub -level 3: 07 3100 — Shingles and Shakes
Sub -level 4: 07 31 13 — Asphalt Shingles
COMPANY: �.
OWENS CORNING
ONE OWENS CORNING PKY
TOLEDO, OH 43659
(419) 248-7060
%�s7:li:',^f. ;#.C+1 �t �rirC�r�ii�Q CCitiif
1. SUBJECT: Asphalt Shingles
CLASSIC®, SUPREME@,
DURATION® PREMIUM, TRUDEFINITIONS DURATIONS, TRUDEFINITIONS DURATION® STORM-,
TRUDEFINITIONS DURATIONS MAX-, TRUDEFINITIONO OAKRIDGES, OAKRIDGE@),
WOODCRESTS, WOODMOORS, TRUDEFINITIONS WEATHERGUARDS HP, BERKSHIRES,
DEVONSHIRE-,
WOODSTARTS STARTER SHINGLE, STARTER STRIP PLUS, STARTER STRIP SHINGLE, AND TRI
BUILT STARTER STRIP
BERKSHIRE® HIP & RIDGE SHINGLES, HIGH RIDGE HIP & RIDGE SHINGLES WITH SEALANT,
RIZERIDGES HIP & RIDGE SHINGLES WITH SEALANT, WEATHERGUARDS HP HIP & RIDGE
SHINGLES, PROEDGES, DURARIDGETm HIP & RIDGE SHINGLES AND PROEDGES STORM® HIP
& RIDGE SHINGLES
2. SCOPE OF EVALUATION
02015, 2012, 2009, and 2006 International Building Code S (IBC)
02015, 2012, 2009, and 2006 International Residential Code S (IRC)
a ICC ES Acceptance Criteria for Quality Documentation (AC10), Dated December 2012
■ ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012
•I•
•
•a
• • •
—"'•Jill•
DURATION® PREMIUM, TRUDEFINITIONS DURATIONS, TRUDEFINITIONS DURATION® STORM-,
TRUDEFINITIONS DURATIONS MAX-, TRUDEFINITIONO OAKRIDGES, OAKRIDGE@),
WOODCRESTS, WOODMOORS, TRUDEFINITIONS WEATHERGUARDS HP, BERKSHIRES,
DEVONSHIRE-,
WOODSTARTS STARTER SHINGLE, STARTER STRIP PLUS, STARTER STRIP SHINGLE, AND TRI
BUILT STARTER STRIP
BERKSHIRE® HIP & RIDGE SHINGLES, HIGH RIDGE HIP & RIDGE SHINGLES WITH SEALANT,
RIZERIDGES HIP & RIDGE SHINGLES WITH SEALANT, WEATHERGUARDS HP HIP & RIDGE
SHINGLES, PROEDGES, DURARIDGETm HIP & RIDGE SHINGLES AND PROEDGES STORM® HIP
& RIDGE SHINGLES
2. SCOPE OF EVALUATION
02015, 2012, 2009, and 2006 International Building Code S (IBC)
02015, 2012, 2009, and 2006 International Residential Code S (IRC)
a ICC ES Acceptance Criteria for Quality Documentation (AC10), Dated December 2012
■ ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012
The products were evaluated for the following properties:
■External Fire Exposure (ANSI/UL790, ASTM E108)
■ Wind Resistance (ASTM D3161; ASTM D7158)
m Physical Properties ( ICC -ES AC438)
3. REFERENCED DOCUMENTS
® ANSI/UL790 Eighth Edition, (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings
® ASTM D3161-13, Standard Test Method for Wind -Resistance of Steep Slope Roofing Products .""'
.....�
(Fan -Induced Method) •• •
■ ASTM D7158-11, Standard Test Method for Wind Resistance of Asphalt Shingles (LJ0itA"ce/UF:ift""
•
Resistance Method) 000:00
® UL Subject 2375, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wiadeests) .. .
;••••�
® ICC -ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), DateMawc 2012: ••�•
•�••�
4. USES ..'..' '..'
......
OWENS CORNING asphalt shingles described in this report are alternatives to %s;Aai shingles•,
complying with Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC and Section. R905.2.4 of,6,Mte • •
••����
2015, 2012, 2009, and 2006 IRC, and are Class A roof coverings for new and existing robin.' ; .
•
• • • • •
• •
•�
•
5. PRODUCT DESCRIPTION
OWENS CORNING asphalt shingles are roof covering materials complying with the following properties
when installed as described in this report. The products are three -tab shingles, laminated shingles and
hip & ridge shingles. The products are available in standard and metric sizes.
Fire Classification: OWENS CORNING asphalt shingles covered under this Report have been tested for
fire classification Class A in accordance with UL790 (ASTM E108). Shingles tested in accordance with
UL790 (ASTM E108) qualify for use under Section 1505.1 of the 2015, 2012, 2009 and 2006 IBC and
Section R902.1 of the 2015, 2012, 2009 and 2006 IRC.
Wind Resistance: OWENS CORNING asphalt shingles covered under this Report have been tested for
wind resistance in accordance with ASTM D3161 or ASTM D7158.
Shingles tested in accordance with ASTM D3161 are classified as Class F or Class A and qualify for use
under the exception to Section 1507.2.8.1 of the 2015 iBC, Section 1507.2.7.1 of the 2012, 2009 and
2006 IBC, or the exception to Section R905.2.4.1 of the 2015, 2012, 2009 and 2006 IRC.
Shingles tested in accordance with ASTM D7158 are classified as Class H and quality for use in locations
as shown in Table 1504.1.1 of the 2015 IBC, Table 1507.2.7.1 of the 2012 and 2009 IBC or Table
R905.2.4.1 of the 2015, 2012 and 2009 IRC, where the maximum basic wind speed is 150 mph (67 m/s)
or less with exposure category of B or C (ASCE 7) and a maximum building height of 60 feet (18.3 m).
Installation must be in accordance with Section 1507.2.7 of the 2015, 2012, 2009 and 2006 IBC or
Section R905.2.6 of the 2015, 2012, 2009 and 2006 IRC, as applicable.
Physical Properties: OWENS CORNING asphalt shingles covered under this Report have been tested
for physical properties in accordance with AC 438. Shingles tested in accordance with AC438 qualify as
an alternative roof covering for use under Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC or
Section R905.2.4 of the 2015, 2012, 2009 and 2006 IRC. When installed in new construction in
accordance with this report and the OWENS CORNING installation instructions, the shingles are a Class
A fire classification roof covering. When the shingles are installed over oxisting roof coverings, the fire
classification is maintained.
Page 2 of 30
SMARTSIDE 0
smooic•aoouc s TRIM &SIDING
At the time of manufacture, siding meets or exceeds the per-
fcrmance standards set forth In ICC-E5-AC321 and has achieved
code recognition under ESR -1301, CCNC 11826, APA recognition
under PR -N124, and HUD recognition under HUD -MR -1318. For
copies of ESR -1301, call LP Customer Support at 1-800-648-6893
or go online at http://www.ice-es.org/reports/pdf_files/ICC-ES/
ESR-1301.pdf or http://wwvv.apawood.org.
• Precision Series panel siding with SILVERTECH or SMARTFINISH
is specifically for sheds and other outdoor structures where the
interior wall cavities will remain permanently exposed,
• Minimum 6 in. clearance must be maintained between siding
and finish grade.
• Siding applied adjacent to porches, patios, walks, etc. must have
a clearance of at least 1 in. mm above any surface.
• Minimum 1 in. clearance at intersection with roof line
• Apply siding in a manner that prevents moisture intrusion and
water buildup.
• All exposed wood substrate must be sealed in a manner that
prevents moisture intrusion and water buildup.
• LP does not recommend LP SmartSide Panel for use in ICF and
SIP assemblies. If used, LP will not warrant for Buckling and
Shrinkage. However, balance of warranty does remain intact.
• DO NOT USE STAPLES
• SIDING MUST NOT BE IN DIRECT CONTACTWITH MASONRY,
CONCRFTE, BRICK, STONE, STUCCO OR MORTAR.
• Store off the ground well supported, on a flat surface, under a
roof or separate waterproof covering
• Keep siding clean and dry. Inspect prior to application.
• Precision 38 and 76 Series panel siding must be installed on
16 in. O.C. framing only. When installing on 24 in. O.C. framing,
Precision Series 190 Series panel siding is required.
• In all installations over masonry or concrete walls, the wall shall
be furred out and open at the top and bottom of the wall to allow
for convective ventilation between framing spaced 16 in. O.C. The
framing shall be of adequate thickness to accept 1-1/2 inches of nail
penetration. A properly installed breathab!e water-resistant barrier
is required between the siding and masonry or concrete walls,
PRECISION 38,76 AND 190 SERIES
PRIMED PANEL SIDING
INCLUDING SILVERTECH & SMARTFINISH
Yl
• Moisture control and water vapor control are critical elements
ur pruper I IUUAng desien. Cl Teck yuur luLal WWII Is urdes rvI
application procedures for handling moisture and water vapor
in your area.
• When using wet blown cellulose insulation, the insulation
must not be in direct contact with the siding and it must be
allowed to dry a minimum of 24 hours or longer if specified by
the Insulation manufacturer.
• As with all wood products, do not apply engineered wood
siding to a structure having excessive moisture conditions such
as drying concrete, plaster or wet blown cellulose insulation. If
such cunditiuns exist, the building ihuuld ba rieil venlilaleYi"• 0
allow it to dry prior to the applitatlor=of the6iding, .'
0.0.00
0 • 0 0 0 •
• Siding must not be applied t Wee ar crooked structural -
framing members. Do not applyciding over rain-seaked or:"•'
buckled sheathing materials.' 0 0 0 0' : *04100
000000 00 0 00000
• Gutters are recommended foremntreol of roofewat" run off.* • • • 9 •
0000..
0
• A properly installed breathablet%fater-resistit� Uarn"er is '
required behind the siding. Consult your local building code for
details.
• LP will assume no responsibility for water penetration.
• Precision Series panel siding with SILVERTECH or
SMARTFINISH does not require a secondary water-resistant
barrier. Limited to sheds and other outdoor structures.
• Seal all gaps with a high-quality. non -hardening. paintable
sealant. Follow the sealant manufacturer's instructions for
application.
• Use a high-quality exterior sealant meeting the ASTM C920,
minimum Class 2S sealant.
• All openings must be properly sealed or flashed in a manner
that prevents moisture intrusion or buildup. Several examples
that accomplish this are shown on the following pages.
--install kick -out flashing to direct the water into the gutter
• Install step flashing with minimum 4 in. upper leg
• Properly integrate flashing with the secondary water -resistive
barrier. Use housewrap, flashing tape, z -flashing, or other items as
needed to maintain the counterflashing principle.
• 00 NOT extend the siding or trim into the kick -out flashing or gut-
ter
• Maintain a clearance between the end of the gutter and the ad-
joining wall to allow for proper maintenance of the siding
• Prime and paint ALL exposed cut edges
Minimum 1" clearance
between trim and roofing
Clean rain
gutter
Do not run trim or siding inside
of the kick out flashing
Trim should be thick enough so the siding does not extend be-
yond the face of the trim.
• Trim and fascia must be applied in a manner that will not allow
moisture intrusion or water buildup.
• LPO SmartSide® siding is not designed and/or manufactured
to be used as trim or fascia. LP SmartSide trim and fascia are
available in a variety of dimensions.
DO
• Prime and paint all exposed surfaces including all drip
edges or where water will hang.
• Apply finish coat as soon as possible or within 180 days
of application.
Application instructions (cont.)
High-quality acrylic latex paint, specially formulated for use on
wood and engineered wood substrates, is highly recommended.
Semi -gloss or satin finish oil or alkyd paints are acceptable. For
flat alkyd paint, please check with the coating manufacturer for
their recommendations for use on composite wood siding.
Follow the coating manufacturer's application and
maintenance instructions.
DO NOT USE
• Semi -transparent and transparent stains.
• Shake and shingle paints.
• Vinyl -based resin formulas such as vinyl acetate, PVA,
vinyl acetate/acrylic copolymer paints.
HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH
UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING
APPLICATION PER PREFINISHERS SPECIFICATIONS.
• In braced wall assemblies, use;viPimum 6d (A.113 in. shank .'
diameter, 0.270 head diameteO lWedipped Jal5artzed nails.....
for 38 and 76 Series panels and "raivwrn 8d (0.131 in. shank •
diameter, 0.290 head diameter).for.160 Seriei {canals. Do net •
use electroplated fasteners. Refc•ir►your local buikAing code* • •
to verify the minimum allowable fa1Ar @ner sizer • • • • • •
• Penetrate structural framing orWootistructural panels and struck:'
tural framing a minimum of 1-11:M: '.
• . ......
• For 38 Series panels, double nZIing proceduriMA9 wall •
bracing requirements and 5/161r .Ae;r wall 4Wgn values.:
. •
1in. from edge
Alignment bead 1
r,. a
1;;_
118 in. gap
Figure 1 t 1 Double row of nails
• For 76 and 190 Series panels, single nailing meets wall bracing
requirements. To meet the equivalent 3/8 in. shear wall design
values, double nailing procedures must be used. It may be nec-
essary to angle drive the second nail in order to penetrate the
framing. Seal nails driven below the surface.
% in. from edge
Alignment bead
i1/8 in. gap
Nail
penetration
min. 1-1/2 in.
Figure 2 I I Single row of nails
• Shear values for panels applied directly to studs shall be no greater
than noted in Table 1 of the ICC -ES Report ESR -1301 or Table 1 of
,APA PR -N 124.
• Not warranted for application on SIP and ICF assemblies.
CAUTION
• 38 and 76 Series panels must be instal!ed on 16 in. O.C. framing
only. When installing an 24 in. O.C. framing. 190 Series panels are
required.
• Backside of panel must not come in contact with masonry or
concrete foundation.
• Do not force siding into place. Maintain the illustrated 1/g in. space
behind the joint to allow for expansion while the panel equilibrates
with the local environment.
• LP" SmartSide° Panel siding must not be attached by stapling.
• 00 NOT INSTALL OVER ALIGNMENT B; -:AD. Install panels in light
contact to the edge of alignment bead. (see Figure 1 and Figure 2)
• Climb cut the surface of the siding such that the rotation of the blade
cuts downward on the primed or prennished surtace.
• Where siding butts window trim, door casings and masonry, etc. leave
a 3/16 in. gap and seal.
Insulated Sheathings
LP SmartSide Sidings may be installed over low -compression rigid
foam or exterior gypsum. The following precautions must be followed:
a) Adequate bracing of the wall in accordance with the International
Codes or other ruling building code is required.
b) For rigid foam sheathing up to 1" (25.4 mm) thick, siding may be
nailed directly to the foam sheathing unless a drainage plane
is required by the local building code. Nail length must be in-
creased to ensure a minimum 1-1(2" (38.1 mm) fastener penetra-
tion into the structural framing.
c) For rigid foam sheathing greater than 1 in. (2SA mm), a minimum
1-1/2 in. (38.1 mm) thick by 3-1/2 in. (88.9 mm) wide vertical strap-
ping a, furring strip must be installed over the sheathing to provide
a solid, level na7ing base for the siding. The strapping must be
securely fastened to structural framing spaced ro greater than 16
in. O.C. (400" mm) with a minimum nail penetration of 1-1/2 in. (38.1
mm) and a maximum nail spacing no greater than the width of the
siding.
Louisiana-Pacific will assume no responsibility for any damage or
wndiLluti dtisil% RUM Llie ube u( rigid (udul ur exLeriur gypwn1,
6 in. max. y *-
perimeter nailing
Foundation
Figure 3
Na113/g in.
from edge
12 in. max.
field nailing
6 in. max.
perimeter
nailing
6 in. min. ground
clearance
Application instructions (cont.)
CONDITION
Snug _
Flush
Visible fiber
Countersunk/,.- /. IN. —
Countersunk more
than '/a in.
CORRECTION
OK _
OK
Paint
Apply sealant
Apply sealant and
re -nail
4 in. min. vertical •''��
flashing
1 in. min. •
clearance from • •
roofing ; • • ; • ;
Figuie 4
HORIZONTAL WALL JOINTS
BUTT & FLASH
Siding
minr a ��Blocking
gP
Sloped
flashin& with
4 in. vertical leg
Figure SA
LAP
Ting Blocking
1 in. min. /'
overlap Lap top panel
over bottom
panel
Figure 5B
LAPPED HORIZONTAL WALL JOINT
Siding
Framing (band joist,
truss chord, etc.)
1 in. min. _,Wall Framing
overlap
Figure SC
Interior Finish
Space window/door per/
manufacturer's instruction
Fora copy of the warranty or for installation and technical support, visit the
LP SmartSide product support Web site at:
www.lpsmartside.com
Code Approved Breathable or for additional support call 800-4SO-6106.
Water -Resistive Bawler
318 in. gap WARRANTY REMEDIES ARE NOT AVAILABLE IF
Sloped flashing with REQUIREMENTS ARE NOT FOLLOWED.
Q in. vertical leg
Trim Cal, Prop 65 Warning: Use of this product may result in
Nail fin exposure to wood dust, known to the State of California
(do not damage) to cause cancer.
Figura LW SMARTSIDE•
TRIM I, SIDING
(020'4 Louisiana-Pacific Corporation. All rights uiservel. I.P. SnartSide. Silvw7arh and SmartFnish
are registered trademarks of Louisiana-Pacific Corporation. Pr,'nted it U.S.A.
NOTE: Loul5idna-PKIRE Corporation perodicallf updates and revises its product in'OrmatiDn.
To vErify that this version is current, rail 800-450-6106.
LPZBO512 1114
••••••
•
••••••
•
••••
•
••
•••••
••••••
••
•
•••••
•• ••
•
••
••••••
•
• •
•
•
••••••
LP�SM* ARTSID' E PANEL SIDINGrJ01N TAILS F(7171
.s�.niwx:uvm i. :K % -. �sY.
HORIZONTAL BELTLINE JOINTS
For multi -story buildings, make provisions at horizontal joints for
"setting" shrinkage of framing, especially when applying siding
directly to studs.
BAND BOARD OVER
PANEL FILLER
Siding (4 ft. x 8 ft.)
-3f6 in. gar
1
Sloped flashing with
4 in. vertical leg
2 in. x 10 in.
band board
3 Filler Board
Siding (4 ft. x 8 ft.)
Figure 6
-
ow-SIWM
DING MUST NOT CONTACT MASONRY xa
Extend
siding
below
sill plate
Min. 1/g in. or /
flashing between
siding and
masonry.
Figure 7A
OR
Sill plate
Flashing
Masonry
foundation
Figure 78
Figure 9
SPACEJOINTI/81N.
Refer to nailing instructions
Scant face width
?/8 in. gap
1/8 in. gap
LP panel sidings are accepted by the State of California as category
8140- Exterior wail siding and sheathing for Wildland Urban Interface
(WUI) applications. For WUI compliance, install LP panel sidings in
accordance with Louisiana-Pacific's printed installation instructions
with the addition of fire retardant seal (UL Listed Nue elope, nominal
000000
1/4"bead) in the vertical joint and nail ngQattern ofd" OCperimeter •
nailing/8" OCfield nailing. Look for e California lmwmle Mars7�l� •
Office label on our siding. •
00 0
The Louisiana-Pacific Corporation {;L'P'')tP�Smart:itiESM ng (the' '
"Products") limited warranty (the "VMrallty") app les dray to
structures on which the Products h8%r*tto appliet,%ni! twd and
maintained in accordance with the 06blUed applitatiV, finishin j
and maintenance instructions in ef`W40tbe time of application. '.
The failure to follow such application, finisiting or rNirlte Once
instructions will void the Warranty Is tooth portion of the Produc;% 0 • •
affected by the variance (the 'AffecteboProducts" ).' * 0
00
LP assumes no liability for any loss or damage sustained by the
Affected Products and is expressly released bythe purchaser or owner
from any such loss or liability.
Any modification of the Warranty's application, finishing or
maintenance requirements is void and unenforceable unless approved
in writing prior to application by the Siding General Manager or his
designee and a member of the LP Legal Department.
Figure 10
sr� f f.f /r• J
paint
bottom course detail
Figure 10E
alternate inside corner details
Gap 3/16 in.
Gap 3/16 in. and seal and Seal
caulk 1
Figure 10A Figure 10B
0
I� Vapor ketariier . ......
if raltik dWit
• • • •
••• • ••••••
�I II •
B eathable
watler-rseistant....
.bander ..:.•' 1 .. .
1 •
. . . . ......
•
6in.
.t7^.�. a il`•
Shiptap Edge Panel
panel joint
Figure 100
1
`}A.
`%�•, , sin.. minimum
ground clearance
Figure !OC
LP* SmartSide� Precislon* Series PR -N124
Treated -Engineered -Wood Lap & Panel Siding
Louisiana-Pacific Corporation Revised July 2,. 2014
Product: DWS;;artSlde Precision Series Treated -Engineered -Wow Lap and Panel Siding.. -
Louisiana-Pacifc Corporation, 414 Union Street, Suite 2000, NashvillejN 37219
(600),45M106.
www.tncom.com . .
1. Basis of the product report:
. 2012 and 2009 International Building Code: Section 104.11 Alternative Materials
• 2012 and 2009 International. Residential Code: Section R104.11 Alternative Materials
• ANSVAF&PA SDPWS-2008 Special Design Provisions for Wind and Seismic
• ASCE 7-10 and ASCE 7-05 Minimum Design toads for Buildings.and Other Structures .
• ICC -ES Aoceptance Criteria for Treated -Engineered -Wood Siding, AC321. '
••....
• APA PRP -108 Performance Standards and Qualification Policy for Stnidud-Use'Panels!
• NES Evaluation_ Protocol for:Determination of Flood-Resistanc6 Properties of'AuiOng :...:.
Elements• • • • • • •
• APA Reports R&D 870-1, T87Q1-45, T91 Q-11, T91 Q-20, Tg7Q 4, T970-1 0,"f 980-13,
T98Q-17, T99Q-23, T2008Q-12; T2008P-73, T2008P-74, T2009Q-54, T201.113 t9• . :' .. • •
T2012P-22, and other qualification data. "
2. Product description: • • • • • •
Louisiana-Pacific Corporation (LP� SmartSide® Precision Treated-EnglneeredVfta2.ap
and Panel siding is overlaid with a resin treated paper and is available with siftr a srfmth ;
or embossed surface texture. The siding is. available as laps or panels. The silting il, •
treated with Zinc Borate for decay and insect resistance. All edges are factory sealed'with a• • •
primer. ..
LP® SmartSide® Precision Series Treated -Engineered -Wood lap siding is available In 318
and 7116 Performance Categories, in nominal wklths of 6, 8 and 12 inches and in lengths up
to 16 feet.
LP® SmartSide® Precision Series panel siding is available in' 3/8, 7/16 and ,19/32
Performance Categories, 4 -foot width and in lengths of 8, 9, and -10 feet. The 318
Performance Category panels are available without grooves or with grooves spaced 8 .
inches on center, The 7116 and 19132 Performance Category panels are available without '
grooves orwith grooves spaced either 4 or 8 inches on tenter. Minimum thicknesses at the
groove and ship -lap are documented in the plant Quality Manual.
3.' Design properties:
Allowable racking loads for LP® SmartSide®Precision Series panel siding are listed in Table
1. For 318 Performance Category panels nailed at shiplap edges, use 5/18 Performance
Category shear values. For 7116 and 19/32 Performance Category panel sidings nailed at' .
shiplap edges, use 3/8 Perrformance Category shear values., Design wind loads LP"
SmartSidcr Precision Seriae lap, and panel siding are listed in Tables 2 and 3, respectively.
4..: Product installation:
LP® SmartSide® Precisiofi Series Tiested-Engineenad-Wood. Lap and Panel sidings shall be
Installed in accordance with recommendations provided by the manufacturer
(www.ipcorp.oam/smartside/lag! andw-ww.ioco R.ccom/smartside/baneln and APA'
Engineered Wood Construction Gukle, Form E30 (www.a2mfflZ d.oro/oublimh-'on-.s The
0 2014 APA - The F_nginsemd Wood Associadon
APA Product Report® PR -N124
Revised July 2, 2014 Page 2 of 7
maximum span shall be in accordance with the Span Rating shown in'the trademark.. The
LPO Smart%:160 Precision Series lap siding shall be permitted to be installed over the facer
of structural insulated panels (SIPS) in accordance with Table 4:
S. Fire-resistant construction:
Wood structural panels that are not fire -retardant -treated have been shown to meet a Class
III (or C) category for flame spread. Unless otherwise specified, fire-resistant construction.
shall be in accordance with the recommendations in APA Fire -Rated Systems, Form W305
(see link above). .
6. Flood resistance evaluation:
Selected properties critical to flood resistance of 318 and 7116 Performiance Category panel
siding, including uniform. loads, concentrated static loads, concentrated hard body and sof
body.impact loads; fastener performahce, wall racking resistance, edge thickness swell, '
linear expansion, hygroscopicity, exterior bond performance and large panel. and small
specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with
NES Evaluation Protocol for Determination of Flood-ResWance Properties of Building
Elements. Test results in the dry (as -received) condition and after moisture cycling in •
accordance with the NES protocol were compared to the requirements. specifre m t3C •
Evaluation Service (ICC -ES) Acceptance Cataria for Treated -Engineered -W in• •
(AC321). ......
7. Limitations: .... ..
a) LPO SmartSidee Precision Series Treated -Engineered -Wood Lap and Panel &W4 used: •..'
outdoors must be finlshed In accordance with recommendations provided bWAs.. ' we
manufacturer (see links above) and APA Engineered Wood Constnwion Cwjdgrorm ;
E30 (see link above). ...... .
b) LPO SmanSide® Precision Series Treated -Engineered -Wood panel siding i1flodd ; •
resistant on the following properties: uniform loads, concentrated static' loads; ; • • • • •
concentrated hard body and soft body Impact toads, fastener performance,valera;king • • • •
resistance, edge thickness swell, linear expansion. hygroscopicity, exterior bond f •
performance and large panel and small specimen bending properties. This evaluation
applies to 318 and 7116 Performanoe Category panel siding at a 16 o.c. Span Rating.
c) LPP'O SmartSW Precision Series Treated -Engineered -Wood Lap and Panel siding is
produced at Louisiana-Pacific Corporation facilities at Hayward, WI,: Newberry, MI,
Tomahawk, Wt, and Two Harbors, RAN under a quallty'assurance program audited by
APA
d) This report is subject to re-examination in one year.
8. Identification .
LPO' SmartSide Precision Series Treated -Engineered -Wood Lap- and Panel siding
described in this report Is identified by a label bearing the 'manufadWrer's name (Louisiana
Pacific Corporation) and/or trademark, the APA assigned plant number (357 for the Hayward
plant, 416 for the Newberry plant, 435 for the Tomahawk plant, or 399 for the Two Harbors
plant), the product Performance Category, the Span Rating, the Exposure Rating, the APA
logo, the report number PR -N124, and a means of identifying the date of manufacture.
APA Product Report® PR -N124
Revised July 2, 2014 Page 3 of 7
Table 1, AAowable Raddng Shear (plf} for LPe SmartSidee Precision Series Treated -Engineered -Wood Panel Siding — Sheathing Shear Walls with
Framita of Doualas-Fir-t.arr_h car snt,fhPrn P nil fnr IMnA nr r . .
framing of other spades: (a) Find specific gravity for species of Lumber in RMPA National Design Specification; (b) lend shear value'from table for nails size; (c) multiply value by -
(2i 0.82 for species. with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for spades with specific gravity less than 0.42.
AN panel edges must be backed with 2 -Inch nominal or wider framing. Panels must bo instated with the long dimension oriented in the vertical dtreaton. Space nalls 6 Mches.o.c.
along intermediate framing members for 318 arx17/16 Performance Category panels Installed on studs spaced 24 inches o.c. For other conditions and panel Performance
Categories, space nails 12 Inches n.c. on Intermediate supports. .
r'r For shear toads of normal or permanent load duration, the values In the table shell be rnuNipAed by 0.63 or 0.66, respectively.
rn Framing of parse) edges must be 3 Inches nominal or wider and nails must be staggered wham nails are spaced 2 inches o.c., and wheme.l0d nails having penetration Intq framing
of more than 1-$18 inches are spaced 3 inches or less; o.a Exception: Unless otherwise required, 2 -Inch nominal framing may be used where full nailing surface Is evallable and
nails aro staggered.
for Except as noted In Footnote 7, panel thickness at point of nailing at panel edges determines appicable shear values, except that 318 Performance Category panels nailed at shiplap
mar edges use 5(16 Performance Category shear values, and 7118 and 19432 Porformence Category pend sidings nailed at shiplap edges use 318 Performance Category shear values. '
Shiplap edges must be double -nailed; one nail must be placed in the undadap and a second nail must be placed in the ovedap at the nal spacing specified for the sppll" shear
Fasteners must not be installed in panel sidinb grooves In the field of the panel Fidmg or -when the panel siding grooves occur at out
. pa n9 gr edges of the panel aiding.
.. .. • ••• ••• ••t ••• 0 W - .. .
• • •. . " • •
• • i • • a
0 2014 (IPA - The Engineered Wood Association ... • • • • • • • • •. ' 07-02
Minimum
Panels Applied Directly to Framing
Panels Applied over 112 -inch or .
Performance
Nail
Nail •
: 5/8 -inch Gypsum Sheathing
Nall Size
Nail as at Panel Edges
Spacing d9e
Nail Size •
Nab Spacing at Panel Edges
Category.
•
In Frarniny
(Common or
(in)
(Common or
(in.)
(in.) .
Galvanized6.
Box)
Galvanized
4
3
2(41
6.
4'
3 2 t41 '
Box
5/16(5'8)
1-1/4
6d
180
270
350
450
8d
180
270
35o 450
3/8(5e1
.200
300
390 •
510
200
300
390 510
3/8($'81
1-112
8d
220.
320
410
530
10d
260
380
490(4)". ,640.
7/1615
240
350
450
:585
260
380
490(41 •640
19132(5) "
7 1-5/8
10d
340
510.
665(4).
870
-
_ _
_ • -
Fnr ft' 4
1 .. — 4 nlf -
4 w a ►1e-.
framing of other spades: (a) Find specific gravity for species of Lumber in RMPA National Design Specification; (b) lend shear value'from table for nails size; (c) multiply value by -
(2i 0.82 for species. with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for spades with specific gravity less than 0.42.
AN panel edges must be backed with 2 -Inch nominal or wider framing. Panels must bo instated with the long dimension oriented in the vertical dtreaton. Space nalls 6 Mches.o.c.
along intermediate framing members for 318 arx17/16 Performance Category panels Installed on studs spaced 24 inches o.c. For other conditions and panel Performance
Categories, space nails 12 Inches n.c. on Intermediate supports. .
r'r For shear toads of normal or permanent load duration, the values In the table shell be rnuNipAed by 0.63 or 0.66, respectively.
rn Framing of parse) edges must be 3 Inches nominal or wider and nails must be staggered wham nails are spaced 2 inches o.c., and wheme.l0d nails having penetration Intq framing
of more than 1-$18 inches are spaced 3 inches or less; o.a Exception: Unless otherwise required, 2 -Inch nominal framing may be used where full nailing surface Is evallable and
nails aro staggered.
for Except as noted In Footnote 7, panel thickness at point of nailing at panel edges determines appicable shear values, except that 318 Performance Category panels nailed at shiplap
mar edges use 5(16 Performance Category shear values, and 7118 and 19432 Porformence Category pend sidings nailed at shiplap edges use 318 Performance Category shear values. '
Shiplap edges must be double -nailed; one nail must be placed in the undadap and a second nail must be placed in the ovedap at the nal spacing specified for the sppll" shear
Fasteners must not be installed in panel sidinb grooves In the field of the panel Fidmg or -when the panel siding grooves occur at out
. pa n9 gr edges of the panel aiding.
.. .. • ••• ••• ••t ••• 0 W - .. .
• • •. . " • •
• • i • • a
0 2014 (IPA - The Engineered Wood Association ... • • • • • • • • •. ' 07-02
APA Product Report® PR -N124
Revised July 2, 2014 P 4 of 7
Table 2a- Lan Sidinn _ Nbirfmai n nnm1nol tan— 6i.k 'm
Performance
Category
Maximum
Wall
Stud
Spacing
in.
Siding
Width
(in.)
Maximum
Allowable.
Wind
Pressure
Maximum Nominal (Allowable) Wind
S eed'V � (meh)
LYind EftwDowuree CateQory
e'
C D
3/8
16
6
80
170 ..
150
140
8 79 170 150
140
12 30 140 120
110
16
7116
24
For Si; 1 Inds = 25.4 mm, 1 psi= 47.88
61 80,
170
150
140
8 76 170 .•150
130
12 49 140 120 "
110
8 71 170: 145
130
8 51 145 120
110
12.1 32 110 90
Pa. 4 mnh = 0.447 mAt
90 I
One fastener per stud WeStted 314 inch from the top edge of the sbing. Each succe$" cxiurse of lap siding must
overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0297 aKir, a minimum shaft dlamter
of 0.113 inch and a mirrtimum length of 2.5 inches (8d box nail). .
Wart studs must have a minimum specriic gravity of 0.42.
(3• •
Three-seaor�ust; based on wind
pressures acting toward and away from building surfaces, 0 3 4141heightln Zane 5: • • • • •
with smallest eff0dWo area per Chapter 6 of ASCE 7-05, Sections 8301.2 of ax 2009 and 2012 IRC, fiV t3txbs
1609.1.1 of the 2008 160., • • •"
Table 2b. La Sid - Maximum UltiMate desi n winds ed V-0) • • • • • • •
Performance
.. 'Category
Ma)dMum
wall
Stud
Spacing tz>
Siding
Width.
(in.)
Maximum
Ultimate
Wind
Pressure
Maximum Ultimate Design VVIVMpeed,
VWtM (mph) • • • •. • •
Wind Ex osureCat o
B .0 • .. � • p
3/8
1 G
6
133
200 180 180
8 131
200 180 W..
12
83
180 150 140
6
133
200 180 180
16
8
127
200 180 160
7116.
12
81
180 150 140
8
119
200 180 160
24
8
85
180 150 140
C... 01. � :.. moi. _ nr
�
12
54
-140 120 115
-- --. ��........, pv. - �• .vv . a, , q,M,- V.YY! Hua.
One fastener per stud boated 314 inch from the top edge of the sldng. Each successive coarse of hap aiding must
overlap a minimum of 1 Trach. Fastener must ham a minimum head diameYerof 0.297 Msoh, a m1nhvAr i.shaftdismeter
of 0.113 inch and a millrrgm length of 2.5 inches (8d bosi ns0-
13J Wan studs must have a minimum speafic gravity of 0.42."
Throe -second -gust: based on wind pressures acting, toward and away from build'mg surfaces, at 30 -ft height in Zone 5
With smallest effective eras Per Chapter 26 of ASCE 7-10 and Section 1809.1.1 of the 2012180.
0 2094 APA - The Engineered Wood Aasociaai n
07-02
APA Product Report° PR -N124
Revised July 2, 2014 Page 5 of 7
Table 3a. Pane! Sidinn — Mavhmum nnnitnal �ariw..r�i.iwt .�.,..r..:....e_� •i
ai Fastener must have a minbtwm head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum
length of 2.6 inches (6d box nail). • •
••••••
rn
Wall studs must have a minimum specific gravity of 0.42. • • . • • • • ..
Three -second -gust: based an wind presawea acting toward and away from balding surfaces, at 3o4P4ht in Zone • • •
with smallest efifecthre area per Chapter 6 of ASCE 7.05, Section R30i 2 ofthe 2009 and 2012 IRClaves�bom • • • • • • • • • •
1909. 1.1 of the 2009 IBC. • .
Table 3b. Panel Siding —Maximum ultifnate desl i3n wind s V ---
Maximum
f=astener Spacingi 11
in.
Maximum
Maximum Nominal (nANovaabie)
}
Performance
Wall, Stud
o.c.
Allowable
Wind S
esd V„ (mph)
h •
Category
Spacing (2)
Wind
Wind Exposure
Cary
e
(in.)
Edges :
Haid
Pressure
g
C
p
16
6
12.
46
130
110
105
3/8
6
6
80
170
150
140
24
6
24
12
31
110
90
"85
120
6
61
150 -
130.
120
160.
.150
16
6
16
12
45
130
110
.105
140
6
80
170
150.
140
7116
180
7116
24
6
24
12
30
110
90
.85
-120
110
6
59
150
130
120
160
150
16
6
f6
12
41
130
110
100
140
6 • '
80
170
150
140
19132
180
19132
24.
$
24
.12
27
105
90 I
-
115. 1-
6
55
150
125-
110
160
150
ai Fastener must have a minbtwm head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum
length of 2.6 inches (6d box nail). • •
••••••
rn
Wall studs must have a minimum specific gravity of 0.42. • • . • • • • ..
Three -second -gust: based an wind presawea acting toward and away from balding surfaces, at 3o4P4ht in Zone • • •
with smallest efifecthre area per Chapter 6 of ASCE 7.05, Section R30i 2 ofthe 2009 and 2012 IRClaves�bom • • • • • • • • • •
1909. 1.1 of the 2009 IBC. • .
Table 3b. Panel Siding —Maximum ultifnate desl i3n wind s V ---
........ , n.w, �J.Y ,nn., . pop —•ei.W Til, 1 F.UPA7= V.,"f RU.9.
(1) Fastener must have a minimum head diameter of 0.297 inti. a miiaraun shaft diameter of 0.113 aril and a minimum
length of 2.5 inches (8d box nail).
0 Wall studs must have a minimum spedflc gravity Of 0.42.
rn Three -second -gust; based on wind pressures acting toward znd away from 6ixlding surfaces, of 30 -ft height in Zone 5
with smallest effective area per Chapter 26 of ASCE 7.10 and Section 1609.1.1 of the 20121BC.
Maximum
Maximum
Fastener Spacing
Maximum
Maximum Ultimate "I Wind ;
Performanoe
Wall Stud
in. o.c.
Ultimate
Seed
N a(-V
h •
Category
Spacil'
Wind
.. Weid 6c
osure is
e
(in.)
Edges'.
Field
Pressure .
B
. D
•
1$'
6
12
77
150
150•
•130
6
133
200
180
180
3J8 .
24
g
12
51
140
120
110
6
102
200.
160.
.150
16
6
12
74
160
140
130
6
133
200
180
180
7116
24
6
.12
50 .
140
-120
110
6
1
200.
160
150
f6
g
i
12
69
160
140
130
6
133
. 200
180
180
19132
24
6.
12
46
130
115. 1-
6
92
180.
160
150
........ , n.w, �J.Y ,nn., . pop —•ei.W Til, 1 F.UPA7= V.,"f RU.9.
(1) Fastener must have a minimum head diameter of 0.297 inti. a miiaraun shaft diameter of 0.113 aril and a minimum
length of 2.5 inches (8d box nail).
0 Wall studs must have a minimum spedflc gravity Of 0.42.
rn Three -second -gust; based on wind pressures acting toward znd away from 6ixlding surfaces, of 30 -ft height in Zone 5
with smallest effective area per Chapter 26 of ASCE 7.10 and Section 1609.1.1 of the 20121BC.
APA Product Report PR -N124 .
Revised July 2, 2014 �. Page 6 of 7
Table 4a. Lap Siding Installed Over the Facer c f SIPst'l — Maximum nominal (allowable)
. dasion wind anarad V__,tzi
Performance
Category
Maximum Ring
. Shank Nail
Spadngm
(in.)
Maximum
Wood Strew
Spacing(4)
(in.)
Siding
Width
(in.} •
Maximum
Allowable
wind
Pressure
(psf)
Maximum Nominal �Alowable}
Wind Speed, V.,d I (mph)
Wind ure GrY
B C D
318
8..
12
6
80
170 1 150 140
8
63
150 • 130 125
12
40
.125 105 90
7116
12
16
6
58
150 130 120
8
42
130 110 100-
0012-
1-2--
27
10 85
. v. .rs. . n.a,w. — •.v.t nl"1, 1 Vol — -91.90 Ira, f Iripnk z .
U.'*r FW5.
The facer of the structural Insulated panels (6105) shal be 7tio Performance Category or thicker OSB sheathing
meeting DOC PS2 requirements.
The tabulated values repreaent the capacityof the LP Lap SlakV trsstalletl in axordancav#.hh the requirements of this .
table. The bi buiated wind speed shall not exesed ft SIP capactty'for wind load nesisianc+.
rn One lid rbV 'shoink nal (0.120 inch in diameter} located 112 inch from the top edge of the Siring. Tit! Ong shank nails
must have a minimum head diameter of 0297 ", a minimum shank diameter of 0.120 Inch and a minimum length of
2 inches. • •
One #8 wood screw (4.164 inch in diameter) • • • • • •
located V2 inch from the top edge of the siding may be used.'The wood•
screws must have a minimum head m
diaeter of 0.297 inch, a miriimum shank diameter of 0.164 inch'%A -Pm—• •
length of 2 s.
inche. • • • • • •
m Three -second -gust based on wind pressures acting toward and away from building surfaces, at 3o-it"Ibet"IRZone e
with smallest affsdive area per Chapter 8 of ASCE 7-05, Section R3012 of the 2009 and 2612 IRC, andNAeellon •
1609.1.1 of the 20D9 f6C. . •• •
0000
0000• • ••
Table rob. Lap Siding Installed Over the Facer of SIPSttd_ Maximum ultimate desiqAVjrjq • • •
s eed, Vr(2)
Performance
Category
Maximum Ring.
Shank Nall
Spacing I
Maximum
Spacings i
Maximum
_
psf?�
Maximum UldtnDesign
Wind Exposure
B C' • 0 • :'D
..318.
8
12
6
133
200 180 180
_ 8 105
200 160 160
12 67
160 140 .120
7116
12
16
6
97
.200 160 150
8 70
160 140 130
12 45
130 115 -
Wood Screw Siding .0
' Ultimate Wind Speed, �,�1 fin'�t}
is a •Width Wind 0000.
1 vl vl. 1 IIIM/ — GJ.Y 111111, 1 Psi — Yr.w ra, n mpn - u.au}r nUS. .
r" The facer of the structural insulated panels (SIPS) shall be 7ti8 Performance Categorybr thicker OSB sheathing
meeting DOC PS2 requ'rrementa.
The tabulated values represent the capacity of the LP lap Siding installed in accordance with the requirements of this
table.. The tabulated wind speed shall not exceed the SIP copaetty for wind toad resislanne.
One 8d ring shank nail (0.120 Inch in diameter) ktcated 112 inch from the top edge of the siding. The ring shank naAs
must have a minimum Head diameter of 0.297 Inch, a minimum shank diameter of 0.120 inch and a minimum length of
2 Inches.
r` One #8 wood screw (0.184 inch in diameter) located 112 inch from the top edge of the siding'may ba used. ,The wood
screws must have a minimum stead diameter of 0.297 inch, a minimum shank diameter of 0.164 inch and a minimum
length of 2 inches.
r" Thre"scond-gust; based on wind pressures acting toward and away from building surfaces, at 30-11 height in Zone 5
with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1809.1.1 of the 2012 IBC.
m 2014 APA - The EhWrmered Wood'Assocfetlon
47-02
0000..•
•
••0000
• •
0000••
0000•
.0.000
000000
•
•
• • • • • •
•0000•
APA - The Engineered Wood Asawlehion is an. approved national standards developer
accredited by American National Standards lhi ote {ANSI). APA publishes ANSI standards
and Voluntary Product Standards for wood structural panefs'and engineered wood products.
APA is an accredked Certification body under ISO 65 by Standards Council of Canada (SCC),
an accredited inspection agency under ISOJIEC 17020 by International Code Counal � •
h t n atwnal Accredmatlon Service (IAS), and an accredited testhg organization
ISMEC-17025 by LAS.' APA Is also an approved Product Certification Agency,
Laboratory, Quality Assurance Er6it*, and Validation Entity by the State 'of Florida, arid' 931 •
approved testing laboratory by City of Las Angeles and Miami -Dade County. ...:
APA —THE EN"EERE+D WOOD ASSOCL4T70M
HEADQUARTERS
T011 So. le St. -Tacoma, Washington 98486 : •
Phone: (253) 565.6600 • Fax: (253) 685-7265 - Internet Address: ffiftagmWO.M •' of
PRODUCT SUPPORT HELP DESK • •
(253) 820-7400 - Small Addlaw, help®apawood.org
•
DISCLAIMER • •
APA Product Reporr is a trademark of APA — The Engineered ftod Association, Tacoma,
Washington. The information contained herein is based on the product evaluation in eobordance
with the references noted In oris report. Nelther APA, nor Its members make any warranty,
expressed or implied, or assume any legal liability or raspor►SrbrTily for the use, ayplla�ion o3,
and/or rokwenee to opinions, sndirgs, oonduslons, w recommendations included in aria report.
Consuk your local jurisdiction or design professional to assure oompdanoe with code,
conatnrdion. and performance requirements. Because APA has no control over quality of
wodwnanship or the conditions under which engineered wood products ate used, it cannot accept
responsibility of product performance or designs as actually constructed.
0 2014'APA - The Engineered Wood Association U1-02
•
0 2014'APA - The Engineered Wood Association U1-02
blvwoN: 06 00 00- ICS AND COMPOSITES .
E;TION
DIVISI M-400—THERMALAND
Oi CTION
SECTION: 07 46 23 --WOOD SIDIN
i • .
V90
REPORT HOLDER: -.. ..,, ; '' ......
' -OUIS4IA -PAGFIC':., RATION
14
..... .
U °STRE 1 -:'20,00 '..'
NASHVI , TENN
EVALU 5U01ECi: •
x ,; ..
LP SM� IDES
`A*ND,= ,SMARTSIDE PRE
' .. "•'�iiw. - is-..�•. -
MG
Look for the trusted marks of Conformityt
"2014 Recipient of Prestigious Western States Seismk Polity Council
(WSSPC) Award in Excellence"
A Subsidiary of WpWJM
.
ICC -ES Evai eatlon Reports are not to. be construed as representing aesthetics or any'other atlrthtes not spect0cally
addressed nor are they to be consaved as an endorsement of the subject of the report or a recommendation for its 2tse.
There is no warranty by ICC Evaluation Service,. LLC, express of Implied 'as to any findi or other matter in this r rr, ' .
or as to airy product covered by the report.
Copyright 0 2014
Joint Evaluation Report ESR -1301*'
Reissued February 2094
This'report is subJeat to renewal February 2016.
WWW.lCj;-es.ora j (800) 423-6587 (562) 6994643 A Subsidiary of the Infeinational'Cods Council®
DMSION: 06 00 W—WOOD, PLASTICS AND
COMPOSITES
Section: 0616 00 --Sheathing
DIVISION: 07 00 00 --THERMAL AND MOISTURE
PROTECTION
Section: 07 46 23 -Wood Siding .
REPORT HOLDER:
LOUISIANA-PACIFIC CORPORATION
414 UNION STREET, SUITE 2000 '
NASHVILLE, TENNESSEE 37219
(688) 820.0325
wwwXPcvro.aom
morketion cemerMcora.can
EVALUATION SU3,IECT:
LP SMARTSIDE` PRECISION -LAP SIDING AND LP
SMARTSIDe PRECISION PANEL BIDING
1.0 EVALUATION SCOPE
Compliance with the following codas:
■ 2012, 2011'x, [U06, and 2003 International BuRding
Codes (IBC) .
■ 2012. 2009, 2006, and 2003 Intemdt/onal Residenf6l
Godes (IRC)
Properties evaluated;
■ Exterior siding
■ Structural
2.0 USES
LP SmaitSide® Precision Lap Siding and LP S"ASW
Precision Panel Siding are used'a8 exterior wall covering
materials on buildings where combustible materials are
permitted. .
LP-SmartSide® Precision Panel Siding may be used as
bracing method 3 for conventional wood -framed walls as
specified In 1130 Section 2308.9.3 and IRC Section
R602.10.
LP SmartSides Precision Panel Siding may be used as
sheathing fair wood structural panel shear walls having
allowable. shear bads . specified . for PS2-66mpliant
wood -based sheathing in accordance with 2003/2006 IBC
Section 2306.4.1, and 2009/2012 IBC Section 2306.3.
3.0. DESCRIPTION
3.1 General:
LP SmartSide9° Precision Lap Siding and LP SmartSide
Pression Panel Siding are engindered-wood exterior wall
covering materials that aro suitable for long -tern exposure
to wtiather or conditions of similar severity, when fastened
to vertical supports or approved nailabie wood substrates
in accordance with their Span ratings and this evaluation
report. The lap siding and panel siding products consist of
a mat4ormed wood substrate preservatively treated with
zinc borate in accordance with AWPA StendargT1, qtd a
resin -impregnated overlay material bonded to ihe•few of
the lap and panel siding products intsilded to bye exposed
to the weather. Additionally, all partdl and lap sMAPes.
are factory -sealed with a saaler:n pieordanae with the
approved quality control manual. • • ... • ..
3.2 LP SrinartSddes Precision LA".R.gtg:: ; •.•
LP SmartSide® Precision Lap SiijipQ A vailabl f.n Vjdths
Of 6, 8 and 12 inches (152, 203 anal 3b� mm);•calie�n es
3/e and 7/,b; and lengths of. 1i 10.16 feef (3t36� ' to
4877 min): The 84nch-wide (2CC16ft :7/16• categdrY lap
siding is also available with an optional seilllent
edge. •
3.3 L.P $Rurt$idee Precision Pearn Siding:ale
•' • •
LP SmartSide® Precision Panel Siding is 4 feet'(1219 mm)
wide, and 4, 6, 7, 8. 9 or 10 feet (1219, 1829, 2134, 2438,
2743.. or 3048 mm) in length. LP SmartSide . Precision
Panel Siding is available in %'/1e, and 18132 - cMagories.
The "le category panel has grooves spaced at 8 inches
(203 mm), with a minimum thickness at the grooves of
.0. 164 inch (4 mm) and .a minimum thickness at the shiplap
of 0.136 inch (4 inm). The 7/1s category panel has grooves
spaced at 4 or. 8 inihes (102 or 203 mm), rtiith a minimum
thickness a1 the grooves of 0.235 :arch (6 mm) and a
minimum thikkness at the shiplap of. 0.150 1rich (4 mm).
The '9132 category panel has grooves spaced at 4 or
8 inches (102 or 203 mm), -with a minimuin thickness at the
grooves of 0.311 inch (8 min) and a minimum shiplap
thickness of 0.194 Inch (3 mm).
LP SmartSides Precision Penei Siding is olaasified as
Exterior Rated Siding or Exterior Rated Siding ---Sheathing. .
The classification Is noted -in the label on th'e panel..
Exterior Rated Sidingis intended to be Installed in
applications in. accordance with IBC Section 2308.9.3 and t
IRC Section R602.10 as an exterior siding suitable* for
long-term exposure ie weather• or conditions of similar
severity. In. addition to the Intended application for Exterior
"Revised Docsm6ar 2014.
Copyright 02014 Page 1 d7
ESR -1301 ! Most Wld * Accepted grid Trusted
Rated Siding, Exserior Rated, Sidin"heething is
intended to be installed in applications in accordance with
'200312306 IBC Section 2306.4.1, and 2009/2012 IBC
Section 2306.3.
4.0 INSTALLATION
4.1 General:
LP SmartSW Precision Lap Siding and LP SmertSidee
Precision Panel Siding must be installed in accordance
with the manufacturer's published installation instructions
(filled App[bation lnstruc&rns LP SrnartSmWO Fi1•ca =
Lop LP SmertSidee Precision Panel Skrog) and this report.
In the event of conflicts, this report governs. A copy of the
manufacturer's installation Instructions must be on the
jobsite at all times during installation.
LP SmarlSidee Precision Lap Siding and LP SmartSide°
Precision Panel Siding must be installed with an approved
water -resistive barrier as required by the applicable oode.
'Openings. in, penetrations through, and terminations of the
LP SmartSW Precision'Lap Siding and LP.SmartSklee
Precision Panel Siding are outside the scope of this, report
and must be specifically approved by the code official in
accordance with the applicable code..
Unless otherwise noted ' in this report, fasteners and
fastener spacing must be as noted in the applicable code.
4.2 LP SmarI;8W Precision Lap Siding:
LP SmartSide® Precision Lap Siding must be atteched to
framing members spaced a maximum of 16 inches
(406 mm) on center for 'is category siding and a maximum
of 24 inches (6 10 mm) on center for category siding.
Self -aligning LP SmartSide® Precision Lap Siding is
installed with nails placed at the top of the LP Smartslde•
Precision Lap Siding, 1/2 inch (13 mm) down from the
upper edge. Each successive course of lap siding must
rest on the back rabbet and must self -align at an overlap of
'3119 Inch (21 mm).
Nags must be of sufficient length to penetrate a minimum
of 1'/2 inches (38. mm) through the sheathing and Into
framing at each stud location.
4.3 LP SmartSideo Precision Panel Siding:
LP SmartSidee Precision Panel Siding must be installed
with its long dimension oriented vertically.
When LP SmartSidO Preaslon Panel Siding is applied
directly to the framing, 'the maximum spacing of the
framing must be; consistent with the span rasing of the LP
SmartSide® Precision •Panel Siding, which is Identified on,
the panel's label.
Allowable loads for shearwalls sheathed with LP
SmartSide® Precision Panel Sidings -,Sheathing am -noted
In Table 1.
Four-foot-by-646ot (1219 mm 6y 2438 mm) LP
SmartSidee' Precision Panel Siding—Sheathing installed
vertically, directly. to framing, with a single row of nails
pene"ting both laps, spared 6 Inches on center'at panel
edges and 12 inches (305 mm) on center` a1 intermediate
supports, may be used to satisfy the wall bracing
me
requirents for conventional light frame construction
specified in the. code for prescriptive construction. -Install
per code requirements for,, method 3 bracing, with wood
structural panels. `
All LP S'martSide® Precision Panel Siding joints must
occur at framing members and must be protected with. a
continuous wood batt, approved caulking, flashing, 'or
W
Page 2 of 7
vertical or horizontai shiplsp; or • otherwise made
:. waterproof.
4A Component aid . CfaWing Wind Pressure
Capacity:
Maximum 'allowable component anddadding wind loads
(wall, zone 5) for LP SmartSidee Precision Lap Siding and
LP SmartSide® Precision Panel Siding based on a
minimum fastener schedule, are - provided in Tables 2
through. 5. Tables 2 and 3, for lap and panel siding,
respectively, are based on full fastener penetration into the
wall `studs, i.e., fastener penetration = fastener length -.
siding thickness. Tables 4 and 5, for lap and panel siding,
respectively, are based 'on a minimum fastener penetration
into the wall studs of 1'12 inches.
5.4 CONDITIONS OF USE
The LP SmanSlde® Precision - Lap Siding and LP
SmartSidee Precision Panel Siding described in this report
oompty with, or are suitable alternatives to what is
specified in, those codes listed in. Section lb of this report,
subject to the following conditions:
9.1 LP SmartSidee' Precision Lap Siding must not be
used to satisfy the bracing requirements specified in
the code. •
5.2 LP Smart Sldee Precision. F1aneFSiiding—Sheat�ing,
when installed as set forth in tAls report, mayebe wsed
as method 3 bracing specifl-ib-Secticn2308.9 of
the IBC and Section. R602.1 adf'WA IRC.. •
5.3 In areas where seismic a - `•'rq required *by the
applicable code, the applicabSda requArrrerrt's for
wood structural panel shear W!>;IS trjust be:.41bpsMW
for additional detailing regeire mints, rbstrimns
concerning certain. usages, mired modifications to'
the allowable. sheer loads tak;rrlat8d N this roporl,and
additional inspection requirergents., : ; • • •' •
5.4 LP SmartSide® Precision *W tiding . *Rd LP
SmarlSidee Precision Panel Siding must ni841e
installed in c onted with concrete of masonry.
5.5 LP SmartSide@ 'Lao Siding' and ' LP:. SmartSidev
Precision Panel. Siding must be installed with a
minimum 6 Inches (152 mm) of clearance from
finished grade...'
5.6 When freld cub are made to LP SmadSidee Precision
Lap. Siding and ..LP SmartSide` Precision Panel
Siding, all exposed surfaces must be finished
according tc fhe paint or caulklseatant manufacturers'
specifications.
5.7 LP .Sm rtSide* Precision Lap Siding and LP
SmartSide® Precision Panel Siding ars manufactured
by Louisiana-Pacific , Corporation in Hayward.
Wisconsin . (Mill . No.- 357); Newberry, Michigan
(Mill No. d1S);_ Tomahawk, Wisconsin (Mill No. 436);
and Two Harbors, Minnesota (Mill No. 399); under a
quality control program with inspections by ICC -ES.
6.0 EVIDENCE SUBNY I
Data in accordance with the ICC -ES Acceptance Criteria
for Treate"rigineered-wood Siding (AC321), dated
October 2005.
7.0 . IDENTIFICATION
LP SmartSidea Precision Lap Siding and LP SmartSidee
Precision Panel Siding must be labeled with the product
designation, and the name of Louisiana-Pacific Corp.- The
stamp shall provide the following information;
ESR -1301 I Most Wdety Acc Wk! and Trusted
Page 3 of 7
1. Mill number.. - : 4.. Span rating.
2. - The evaluation report number (ESR -1301). 5. Performance category'. (based on customm inch
3. Grade/exposure. fractions).
TABLE 1 --.ALLOWABLE RACI KING SHEAR (plf) FOR LP SmartSidee Precision PANEL SIDING --SHEATHING SHEAR WALLS
WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR VVIND OR SEISh1UC LOADMI31 6
PERFORNIANCE
CATEGORY
MINIINUM
NAIL PENETRA'T'ION IN
RRAMINC3 (Inches)
PANELS APPLIED DIRECTLY. TO FRAII19MG
NAMMUM
ALLOWABLE WIND
PRESSUIRE
(Pei
Nail Size (common or.
Galvanized
Box)
Nag Spacing at Pmol Edges
(Itches)
B C D
8 4 3
Z'
6
11x4 '
lid
•
180.
270 350
450
ales,e �
200 300 390
510
'1ss.e
1112
8d
170 150 140 .
220
320 410.
530
711e 1
240 350 460
586
7/325
isle
10d
170 145 130
340
51d665`
870
wu I - aJ••► mill, , rm - M.0 Mm.
'For framing of other speclac: (a) Find specific WwAy for species of lumber in AF ao PA Nallonal Design Spemcatlor5 (b) ImNw$vuft
from table for nails size; c) multiply value by 0.82 for species with specific gravity greater than or equal to'0.42 but less+than 0Aih or 0.65 for
species with specltir, Brevity lest than 0.42. • • •
'AII panel edges must be backed with 24nch nominal or wider framing. Panels must be Installed with the long dimension oriented in the v6cal
direction. -Spade nails 6 Inches o.c. along intennediste framing members for e1. category and 71,e category panftf4 lied on scuds spaced
24 inches o.c. For ether conditions and panel thicknesses, space nails 12 inches o.c. an Intennedtate supports. • • • • • • +
'The vsktes are for short -farm loads due to wind or earthquake (133% increase) and must be reduced by 25 pe jor normal), duratipn of
loading. .. . • . • • •
'Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails aro epaeed 2 WA o.c., was wh're 10d
nails having penetration Into framing of more than 1% incites are spaced 3 inches, or less, o.c. Exception: UrOeWd�gle" regfirV. l tc21
nominal framing may be used where full nalling surface Is available and nails are staggered. . *a 09 .. w.
``Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear valLWI,�e that 3 cOtegory
panels Waited at 3hiplap edges use shear values for'/,* category panels. and 1,s and °1 category panel sidings► at shiplap edges use
shear values for 1e cahegory panels. . . • • . • •
•s••••.
Bigg edges must w doubltwplic bre shear
orte iter must be placed in the uttderlap and a second nag must be planed i n t overtap at the nall
spacing spscirieA kn aro appllca0r8 shear value.
'Faastenersm ust lett be installed in penel siding grooves in the Geld of the panel siding or when the panel siding grooves occur at sit edit; of
It v P Mg.
TAME 2a—LAP SIMG - WWMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN VIAND SPEED, V.,•''°
PERPORMA ICE
CATEGORY
MAXIMUIN WALL
STUD SPACING'
(inches)
SIDING
WIDTH
(inches)
NAMMUM
ALLOWABLE WIND
PRESSUIRE
(Pei
NIIX mum NOMINAL (ALLOWABLE) WIND
SPEED; V.,e` (mph)
whit Exposure Category
B C D
�a
16
6
80
170 150 140
8
79'
170. 150 140
i 2 ...
50
140 120 110.
71w
16
6
'80
170 150 140 .
8
76
170 150 130
12.
'49
140. 120 110
24 .
5_` . .
71
170 145 130
8
61
155 120 110
12
32
110 90 90
v. v.. . nM I � LJ•`111111, 1 1/3� -91.06 ta, 7 mph � 1.C5 Rpn.
lone fastener per stud located 1. Inch from the top odge of the siding. Each successive course of lap siding must overlap a minimum of
1 Inch. Fastener must have a minimum head diameter of 0.297 inch, a mir*num shaft diameter of 0.113 inch and a mWmual length of
2.5 inches (8d btxc naiq.
'Tabulated values assume fug penettagon of the fastener info the wag studs. i.e., fastener penetration = fastener length - skfing thiclotess. "
'Wali studs lrtust have a.minimum specific gravity of 0.42.
'Three aecatd-gust; resell on wind pressures acting towatti and away from building su(faces, at 30 -feet heioht in Zone •6 with smallest
effeciTve area per Chapter 6 of ASCE 7-05, Section R301.2 of the 2009120121RC, and Section 1609,1:1 tithe 2009 IBC.
1
ESR -130 Most Wid*Aaceptedand Trusted Page 4 of
TABLE 2b --LAP SO NG' -MAX MUM ULTMATE COMPONENT AND CLADDdYp Dl[SKiNwfND 8PEt3D, V,;n's
PERFORMANCE
CATEGORY
MAXIMUM WALL
STUD SPACINGS
{Inches}
SIDING
WIDTH :
(inches(
MAXIMUM
ULTIMATE WIND
PRESSURE
U�
MAXIMUM ULTimATE DF$1Of1 WIND SPEED,
Y* (Mph
_
Wind ExposureCalegory
a c D
're _
18
16
6
133
200 180 180
8
131
200 180 180
12
6
83
133
180. • 150 140
200 '180 180
8
127
200 ISO 180
12
81
18{1 150 140
24
8.'
119
200 180 160.
8
85
180 .150 140
12.
54
140 120 115
-
'One fastener per stud located'/ inch from the top edge of the sung. Each succe55ive course of lap siding must overlap a minimum of
1 inch. Fastener must have a mininnrn head diameter of 0.297 inch, a minimum shaft diameter of 0.113 irroh and a minimum langth of
2.5 inches (8d box nad).
2Tabutated values assume fun penetration of the fastener into the wall studs, I.e., fastener penetration = fastener length - siding thicknew.
3VVafl studs must have a minimum specific gravily of 0.42.
three -second -gust; based on wind pressures acting toward and away from building surfam, at 304leet height In Zone 5 "wrwast
effective area per Chapter 26 of ASCE 7-10 and Section 1609, t.1 of the 2012 IBC.' • • • • • a • •
• .0. •
•• • s • s
•eoeee •
••••••
TABLE 3a-PAREL SIDING - MAXMIUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DE31(w IMI SPfVjV„a` • •
PERFORMANCE
CATEGORY
MAXIMUM WALL
STUD SPACING'
undoes}
FASTENER $PACINt'3' NfAXIMUM
(htdtas o.c.) ALLOWABLE WIND
PRESSURE (psq
Edges Field
ease • •e
MAWYN.YId NOMWAL e
(ALWINq St�FaQ,
(mp}I)
WWftftipd Ettp*ure Cat. ory
B C ••mss
aNe
18
6
12 46
t0•• 10 •.105•
6 80
170 ' 150. 4f•
24
6
12 31
110. 90 85
6 61
150 130 120
18
6
12 45
130 110 105
80
170 - 150 140.
24'
6
12 30
110•.. 90 85
8 59
.150 130` 120
"132
, 16
8
12 41
130 110. 100
6 80
170 150 140
24
6
12 27
105 90 .
8 55
..150. 125 110
• n—I - LJ. -I Ilgn, 1 wl - 1f.00 ra, i rnpn = �.o mtpn.
'Tabulated values assume full penetration of the fastener into the wad studs, i.e., fastener penetration a fastener length -siding thickness.
2~1 studs must have a minimum specft gravity of 0.42.
'Fastener riuust have a miriimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 h>ches
S8d box nail).. '
Three -second -gust; based on wind'pressares acting toward and away from building surfaces, at 3041eet N Zone 5 uhh smallest effective area
per Chapter 8 of ASCE 7-05. Section R301.2 of the 2009/2012 IRC, and Section 1809.1.1 of the 2009 IBC.
ESR -1301 1 Most Widely AMM ted and Trusted Page 8 of 7
TABLE 3b• --PANEL SIDING - XVWA1WVa UL nuATE COMPONEM'TAND CLADDING pESK3N WfNo SPEED, v„n'
PERFORMANCE
CATEGORY
AAAXIMUAd WALL
STUD SPACING'
FASTENi:R SPACING'. MAXIMUM ULYMAT6 MAXiMUdI ULTIMATE DESIGN
MAMMUIiA
ALLOWABLE WIND
PRESSURE
•rr••• •
MAXIMUM NOMINAL (ALbOWABI� 1�1�1
SPEEp, V...`r(mph) • .
(Inches'o.c.) WIND PRESSURE WINDSPEED, V„K (mph)
g C D ••
(inches)
Edges Field 1P.0fl Wind Exposure Category
8 '
78
B C D
8
16.
6
12 77 160 150 130
6 133 200 180' 180
31.
8
56
24
6
12 51 '. 140. 120 110
120 100 80
6 102 200. 160 150
e
52
145• 120 110
8
16
6
.12 :74 160 140 130
6 133 200 ISO too.,
'tte
24
g
12 50 140 120 110
6 99 200 160 150
16
6
12 69 160 140 • 130.
6 133 200 100 180
�•j�
24
8
12 _
46 130. 115
6 . 92 180 160 150
Cnr Q1. A Y n!
...._.. �.. .. . w• - vv ra. i u1FlR r. 1.0 RFA,.
'Tabulated values asstxr* ftAl penetration of the fastener into the wall studs, i.e., fastener penetration = fastener length aiding thidmasss •
Wan studs must have a minimum Specific gravity of 0.42.
3FFeJJas`ie`ner 1must have a minimum head diameter of 0,297 inch, a minimum shaft diameter of 0.113 inch and a mir*num length 02.5 inches.
d box �`l„�• .. 0000•0
►ee-second-Gust; based on wind pressures acting toward and:0.00.0 . •.
. away from budding surfaces, at 30-feeet hei ImZone 5 w smallest
affective area per Chapter 26 of ASCE 7-110 and Section 1609.1.1 of the 2012 IBC.
' 0000 •• •
TABLE 4a—LAP SIDING - MAXIMUM NOWNAL (ALLOWABLE) COMPONENT AND CLADDING DWIGFf &p&f SPEED.-tj 12 • •
PERFORMANCE
CATEGORY
MAXIMUM WALL
STUD SPACINQ'
(inches)
SIDING '
WIDTH
(Inches)
MAMMUIiA
ALLOWABLE WIND
PRESSURE
•rr••• •
MAXIMUM NOMINAL (ALbOWABI� 1�1�1
SPEEp, V...`r(mph) • .
Wind Expaeew dsf•gor�• • • •
g C D ••
3�•
'ru12
rnrQI. 1 6—ha oa A...
18
18
8 '
78
170. 150 130
8
58
-150. 125 110
12
6
35
78
120 100. 90
170 150 130
8
56
150. 125 110 -.
33
120 100 80
24
4 —e_.1— r.
e
52
145• 120 110
8
37
120: 100 90
12
24
80.-
'One fastener per stud loca*d '/, 1ncFr from 1ha tap edge of the siding. Each successive course of.lap siding must overlap a minimum of
1 inch. Fastener must have a minbnum head diameter of 0.297 inch, a minimum shafE diameter of 0.113 incti and a minimum length of
2.5 inches (8d box nail).
2•fabulated vakas assume a -fastener penetration of 1'/ inches into the wan studs.
'Wad studs must have a minimum specific gravity of 0.42.
*Wes-serrond-gust; geed on wind pressures acting toward and away from building surfaces, at 304eet height In Zone 5 with smallest
effective area per Chapter 6 of ASCE 7-05, Section R301.2 of the 2009!2012 IRC, and Section 1669.1.1 cf the 2009IBC.
0000••
•
0000•
•
•
0000••
ESR -1301 I Most Widely AgpWed and Trusted Page 0 of 7
TABLE 0 -UP SIDING-MAJOPA AH ULTIMATE COMPONEW AND OL 40 MG DESIGN WrND SPEED, Vat",
PERFORMANCE
CATEGORY
MAXIMUM WALL
STUD SPACING'
(Indies)
SIDING .
UNDYN '
(Inches)
MAXIMUM
ULTIMATE WND
PRESSURE
(�
MAXIMUM ULTIMATE DESION WIND SPEED,
V„n' (nV6j . .
Wind Exposure CaMgory .
B C O
16
6
6.
130
200 180 180
150. 13024
93
180 160 .. 150
12
69
iso 130 120
'Iw
16
6 :
130
200 160 160 '
8
93
180. 160 150 '.
12 .
59
150 130. 120
24
6 '
86
180 160 140
8
62
160 130 120 -
12
39
120 -
rw of; , 1M." -A .0.14 mm, , Par = 41 M Ma. 1 mpn a I'a Kph.
,one fastener per stud located % Inch from the top edge of ttte siding. Each successive course of lap siding must overlap a minirnurn of
1 inch. Fastener must have a minimum head dmm st>pft
diameter of 0297 inch, a minimum diameter of 0.113 Inch and a minimum hwgth of
2.5 Inches (8d box nail). .
2Tsbuiated values assume a fastener penetration of 1112 inches into the wai studs.
-'Wall studs must have a minimumspecific gravity of 0.42. • -
lhre, second -gust; based on wind pre aures acting toward aril away from building surfaces, at 30deet height &&Zone 5 Wfi)t•S< hest
effecive area per Chapter 28 of ASCE 7-10 and Section 1609.1 .1 'of the 2012 IBC. • • •
TABLE 32—PANEL SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DF IVt Vgft 3PE4D Vsy+•
PERFORMANCE
CATEGORY.
MAXIMUM WALE.
STUD SPACING'
(inches)
FASTENER SPACING' MAXIMUM
(Inches o.c.) ALLOWABLE VAND.
PRE33URE (pst)
Edges Field
MUMM NO •
M
(ALL.DiWAM LE) WIND SPEED,
• . • VAO (nigh) •
WRId Expftum C
B; '.0RI,
16
6
12 32
110 906
65
150. 13024
6
12 22
g0
6 43
130 110 100
18
8
12 32
110- ...90 90
6 65
150 130- 125
24
6
12 22
o
go. -
43.
43
130 110 100.
+sib
16
6
12 32
110 go 90
6 85
160 130 125
24
6
12 22
90 - -
6 .43
130....l 110 100
rvr m: r rrrcn a <0.4 mm, 1 pen - 41 M Ya, 1 rllpn - 111 Kph.
+Tabulated values assume a fastener perwMdon of 1Y2 Inches Into the wall studs.
'Wail studs must have a mirtimum specific gravity of 0.42.
3Fasterner roust have a minimum head diameter of 0.297 inch, a minlmurrl shaft diameter of 0.113 inch and a minimum length of 2.5 Inches
(8d box nail).
'Three -second -gust; based on wind pressures acting toward and sway from buiWkV Surfaces, at 30 -Feet in Zone 5 with smallest effective area
per Chapter 6 of ASCE 7 -ft Section 8301.2 of the 2009/2012 IRC, and Sectici n 1609.1.1 of tho 2009 IBC.
••00••
0000•
0000•
000.0•
I , ,
ESR4301 Most V{r WAcceptedend Truster! Page 7 of 7
TABLE 3b—PANEL SIDINts - M=M= ULTIMATE COMPONENTAND CLAD DfNQ DESf6N WIND SPEED, Vw,'
' PERFORMANCE
CATEGORY
MAXIML M WALT,
STUD SPACING'
FASTENER SPACING'MAXIMUIM ULTIMATE MAMNIUM ULTIMATE DESIGN
'Tabulated values assume a fastener penetration of 1 % inches into the wall studs.
• •
(Inhale o.c.) WIND PRESSURE WIND SPEED, V„u (mph)
211Vell >studs
(inClrel).
Edges Flold {P�? Wictd Exposures Category
muss have a minhiurn spedfic gravity of 0.42. . •
3Fastenef must have a minimum head diameter of 0.207 inch, a minimum shaft diameter of 0.113 inch and a nn'niracm> Ingth
• •
ofr2.5 inches
B C D.
(ad box flail). � � 000000
4iiree
16
6 12 54 140. 120 115
3�s
• • • • • •
8 108 200 160 160
24
6
12 38 120 - -
-••
6 72 180 ' 140 130
0000
•
• •
• •
16•
6
12 54 140. 120 115
6 108 .200 180 160.
•i•••
'•••�'�•
24 .
6
12 36 120
0000•
6 72 160 140 •130
• • •
•.�••.•
� .••
16.
6
12 54 :.140 120 115 .
8 .108 200 160 160
19,E
24
8
12 ' 36' 120
6 72 160-. 140 130
DISCLAIMER • •
APA Product l?eporr Is a trademark of APA – The Engaleered Worry Asx6ation, Taoome,
Washington ICC -ES Evaluation Report is a trademark Of ICC Evaluation Se to, LLC (ICC -ES).
The information contained herein Is based on the product evaluation in accordance with the
references noted in this report. t edw ICC -ES, nor APA or Its members make any warranty,
e)remW or Implied, or assume any legal liability or responsibility for the use, appacation of,
and/or refere*ce to opinions, findings, conclusions, or recommendations krckded in this report.
The joint ICC-ESIAPA Evaivatton Reports ane not to be construed as representing sesthatics or
any other attributes not specifically addressed, nor are tfley to ba construed as an endorsement of
the subject of the report or a reoommendation for its use. Consult the local jurisdiction or design
professional to assure compliance with code, construction, and perfomtance requirements..
Because neither APA, nor ICC -ES, has any control over quality of workmanship or the conditions
under which engineered wood products are used, tt 'cannot accept responsibility of product
performance or,designs.as actually construcw.
• • • 0.9000
•0000•
• . •
•0000•
• 000 • • •
• •
•9
'Tabulated values assume a fastener penetration of 1 % inches into the wall studs.
• •
211Vell >studs
0000..•
muss have a minhiurn spedfic gravity of 0.42. . •
3Fastenef must have a minimum head diameter of 0.207 inch, a minimum shaft diameter of 0.113 inch and a nn'niracm> Ingth
• •
ofr2.5 inches
• • • • • •
•
(ad box flail). � � 000000
4iiree
•
„sem based on wind pressures acting toward and away from buiiding surfaces, at 30-feef heigt►i .14 Zone
5 w1h smallest
• • • • • •
effocdve area por Chapter 26 of ASCE 7-10 arw Section 1008.1 A of the 2012 ISO. • • • • • •
•
• •
'
-••
0000••
0000
•
• •
• •
• • •
. 0.000
• ••
•i•••
'•••�'�•
'
�• •
0000•
•• •
• • •
•.�••.•
� .••
0000••
DISCLAIMER • •
APA Product l?eporr Is a trademark of APA – The Engaleered Worry Asx6ation, Taoome,
Washington ICC -ES Evaluation Report is a trademark Of ICC Evaluation Se to, LLC (ICC -ES).
The information contained herein Is based on the product evaluation in accordance with the
references noted in this report. t edw ICC -ES, nor APA or Its members make any warranty,
e)remW or Implied, or assume any legal liability or responsibility for the use, appacation of,
and/or refere*ce to opinions, findings, conclusions, or recommendations krckded in this report.
The joint ICC-ESIAPA Evaivatton Reports ane not to be construed as representing sesthatics or
any other attributes not specifically addressed, nor are tfley to ba construed as an endorsement of
the subject of the report or a reoommendation for its use. Consult the local jurisdiction or design
professional to assure compliance with code, construction, and perfomtance requirements..
Because neither APA, nor ICC -ES, has any control over quality of workmanship or the conditions
under which engineered wood products are used, tt 'cannot accept responsibility of product
performance or,designs.as actually construcw.
• • • 0.9000
•0000•
• . •
•0000•
• 000 • • •
• •
•9
t 0 Technical Note No. 014
Li,
BUILDINS PRODUCTS
Installing LP® SmartSide® Trim and Lap Siding on Concrete or Masonry Walls
over Furring Strips in Florida (volt Wind Speeds)
This Technical Note is an addendum to the LPO SmartSide® Trim and Fascia, and LP® SmartSide)
Lap siding Application Instructions ("Instructions"). It is intended to provide an alternative
fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring
strips. The Instructions remain effective except as may be modified by this Note. Refer to the
Instructions for all other aspects of product installation.
Trim and lap siding may be installed on concrete or masonry walls over turring strips:.
0000..
■ Trim and lap siding must be installed over a minimum 1x4 nominal sizV Sgdoern Pine
••••;•
furring strips with a specific gravity greater than or equal to 0.55. • • • • •
• •
0000.. .
o Install furring strips no more than 16"o.c. in wind speed areas4essthan or equal
0000..
to 200 MPH' •••• ••'••••�
.. .
■ Siding be installed to loads, including loags.loall..
0000.
shall safely support all wind ofthe yY.
adopted building codes. The installation of siding shall result in a systerfithlat prdvibes'a
.....•
......
load path that meets the requirements for the transfer of loads from theso-point of origin
•,
through the load -resisting elements to the structure. The mechanical connectior4f de
• • • •
furring strip to the concrete or masonry structure is the responsibility Q0 c;esign...
; • • • •;
professional. LP assumes no liability for any loss or damage caused by the design of the
mechanical connection of the furring strip to the concrete or masonry structure and is
expressly released by the purchaser or owner from any such loss or liability.
• Minimum Fastener Type:
o Corrosion Resistant — Hot Dipped Galvanized or equal (ASTM A153)2
o Ring Shank3
o Shank diameter= 0.120 inch
o Head diameter = 0.270 inch
o Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring
Caution: fastener shall not bottom out on masonry wall leaving the fastener
head less than flush with the face of trim or siding.
Page 1 of 3
Date Created: 1 210 4/201 5
Last Revision: 12/17/2015
Exp'ratios Date: 0612017
ADDRESS 414 Union Street
Suite 2600
Nas Mile, IN
TEL (615) 986-5600
FAX (6151986-5666
)"M www.lpcorD.com
■ The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used
on all exterior walls, except over concrete or masonry walls per Exception 1 in Section
R703.1.1 of both Codes. LP always requires the use of a WRB behind LP® SmartSide®
products. LP has no responsibility for any damage arising from a failure to use a WRB.
Lap Siding
• Limitations:
o For use with Strand substrate lap (all widths) and/or Fiber substrate lap
(up to 8 inches wide only)
o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap,
and SmartLock"m Strand Lap
■ Fastening Requirements:
o Place fasteners 3/4 inch from top edge of lap siding :...:.
o Increase minimum lap siding overlap to 1-1/8 inch '
0000..
o Blind nail two fasteners per furring strip (every 15" o.c.) •••;•• •
0000..
0000 .. r
Page 2 of 3
Date Created: 12/04/2015
Last Revision: 12/17/2015
Expiration Date: 06/2017
wn ZS 414 Union Street
Suite 2000
NasMlle, IN
M (615) 986-5600
rAX ((515,1 988-5we
WEB www.lpcorp.com
..rrr.
0000..
0000..
0000.
0000.
0000..
r.rr..
.0000.
.
Min. 1x4
••••
••
Furring Strips
0000
.
Fasteners
:•"
\
Lap Siding
i i t t t t
• 2 nails per furring (4 nails at butt joints)
• Nails spaced 3/4" from top edge of lap and 3/8" from ends of lap (approximately 1" apart)
• 1-1/8" min. lap siding overlap.
Page 2 of 3
Date Created: 12/04/2015
Last Revision: 12/17/2015
Expiration Date: 06/2017
wn ZS 414 Union Street
Suite 2000
NasMlle, IN
M (615) 986-5600
rAX ((515,1 988-5we
WEB www.lpcorp.com
..rrr.
0000..
0000..
0000.
0000.
0000..
r.rr..
.0000.
.
T ( 't `'
Trim
■ Limitations:
o In Florida where high negative wind loads are a concern, box or common nails
should be used.
- Trim nails may be used in Non -Hurricane -Prone Regions with the
following cautions: Do not overdrive or countersink the fastener, nail
flush with the surface of trim. Detachment of trim is not covered by the
LPA' SmartSideO limited warranty whether common, box, or trim nails
are used.
■ Fastening Requirements:
o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the
trim, or two fasteners at both ends with additional fasteners spaced a maximum
of every 12 inches o.c. along alternating edges the length of the trim. :...%
o Trim under 7 inches wide use a minimum of 2 nails per width!.T.M;l7 to 12
inches wide use a minimum of 3 nails per width. Trim over 1ii�nfhes wine use a
minimum of 4 nails per width. .00000 •
0000
0000
0000..
•
0000••
•
1 Wind speed is Ultimate Design Wind Speed/ Zone S/ 10 ft2/ 30 foot height. See 2014 FRC.
2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners
under normal outdoor environmental conditions for a period of no less than 50 years. For further
information or guidance, consult your nail supplier/manufacturer.
3 Ring shank nails shall be capable of the performance specified in Table 1A Rine -Shank Nail
Withdrawal Loads of APA publication TT -109, Wood Structural Panels Used as Nailable Sheathing
when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical Fasteners in
Wood and NDS -2015. For further information or guidance, consult your nail
supplier/manufacturer.
Date Created: 12/04/2015
Last Revision: 12/17/2015
Expiration Date: 0612017
Page 3 of 3
AVORF.SS 414 Union Street
Suite 2000
Nasrwue,IN
TFL (615) 986-600
FAX (GIs) 986-5666
WFA www.lpcorp.com
0000..
0000..
0000..
0000•
0000•
0000••
•
•
•
0000••
0000••
3/14/2017 Florida Building Code Online
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WOODLAND INDUSTRIES, INC.
Locke bbtAen • approved • • • •'
History
Category: Roofing
(3344 43094800 • • .. • • � •I
Subcategory: Underla ments
• •j
-nppraveo oy morn. npprovam Dy — snan m mwewea am raoneu Dy me ru� ana/or me t.ommsslon n necessary. • • • • • •
• • • •
•
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 3239400 0
Phone: 850-487-1824 • • • • • •
••••••
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Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
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ASPHALT.- :oL)L
. _ _.R•. ° e . r r a �.
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,:• y-•
SURVEYOR'S NOTES:• • • • 0 0 0 • •
• •
... SSSS.. ..
-
--
U. TCI
(ENCR•
Ili
4
,L a
hh
5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPR%Vp%4E1VTS, IFk(y , WF;RENO: "•'
•
cmI`
LOCATED. • •
M
.P.
DA
ED .:
h
4 ' CBS WALL WITH POOL-
PUMP.
EXAGGERATED FOR CLARITY.
N
6
11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY
ON
s
aj
4 a
I
COC
NW 108th STREET= (WEST)
LEGEND
6 WOOD FENCE '�
A/C AIR CONDITIONER
I.P. IRON PIPE PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE
7s
7s49
BLVD. BOULEVARD
F.LP. FOUND IRON PIPE PL PROPERTYLINE
BM BENCHMARK
F.LR. FOUND IRON ROD P.O.B. POINTOFBEGINNING
O^
0.20'
C.B. CATCH BASIN
L ARCLENGTH P-R.C. POINTOFREVERSE CURVATURE SYMBOLS
CBS CONCRETE BLOCK STRUCTURE
(L) LEGAL P.R.M. PERMANENTREFERENCEMONUMENT CONCRETE
CHB CHORD BEARING
L.P. LIGHTPOLE P.T. POINT OFTANGENCY - 0VERHE4DUTIL ITYLINES
CH CHORD DISTANCE
13.50'
COR CORNER
0.30'
CT COURT
(M) MEASURED R.E. RIM ELEVATION PROPERTY CORNER
fL CENTERLINE
NA VD NORTHAMERICAN VERTICAL DATUM RAN RIGHT-OF-WAY mow- WATER FLOW
CL. CLEAR
NGVD NATIONAL GEODETIC VERTICAL DATUM SAN. SANITARY 9.60 EXISTING GRADE ELEVATION
CONC. CONCRETE
NOID. NOTIDENTIFIABLE S.LP. SET IRON PIPE PROPOSED GRADE ELEVATION
C.O. CLEAN OUT
NO, NUMBER S.I.R. SET IRON ROD H WATER VA VE
E.B. ELECTRIC BOX
NTS NOT TO SCALE ST. STREET SIGN
ELEV. ELEVATION
O.R-B OFFICIAL RECORD BOOK T TANGENT DRAINAGE MANHOLE ,
T
ENCR. ENCROACHMENT
ON/PL ONPROPERTYLINE T.B.M TEMPORARY BENCHMARK SANITARYMANHOLE
E.R.P. ELEVA TION REFERENCE POINT
O.UL OVERHEAD UTILITY LINES TEL. TELEPHONE FIRE HYDRANT
F.F. FINISHFLOOR
P.C. POINT OF CURVATURE TYP. TYPICAL # LIGHTING FIXTURE
%4'
P.C.C. POINT OF COMPOUND CURVATURE U.E. UTILITY EASEMENT t7 FIRE DEPARMENT CONNECTION
O
POOL
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12.40
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CONC. POOL DECK
BLOCK - 214
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NOT COVERED
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14.85'
d 1860','
0.6
6WE STORY
J.5'Xs.5'
Z z
N
RESIDENCE
AIC
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1730' i
0 40' _
FLOOD ZONE: X
LOCATION SKETCH
MAP & PANEL= 12086CO302 NOT TO SCALE
COMMUNITY No.: 120652
SUFFIX: L Y" ty) s — a3aYq%5'w109 W T- i
STREET
DATE OF FIRM. 09-11-2009 s -
BASE ELEV.= NIA ► ti . - 2z
130 30
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k 1
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8
A�
PROPERTY OF: WILLIAM E. CRAMER, Rf i4`9 z •
Cy h 1 N ti ` h N N N�
13 NW 108th STREET, N \ (
MIAMI SHORES, FLORIDA 33168 R E C E i v E Q h 7r• - _ 74.73 - L7r,
Y � f M
CERTIFIED TO
• i ,h N -W. 108x' STREET ,_ _ _
N 22 3 e
101 T Z . �s v a ti vs� �4.r.� _ X74
r lI d I` 4o s0
/
Ai
� h ry n. Rei • • • • • •
RAPID TITLE SERVICES COMPANY, vl l LEGAL DESCRIPTION:
OLD REPUBLIC NATV)NAL TITLE INSURANCE COMPANY, • • • • 0 . •
WILLIAM E. CRAMER LOT 15, BLOCK 214, DUNNINGS MIAMI SHORES Eagj( ION NO.•/-,- •ACCORDIG.
CAPITAL BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS AS TO THE PLAT THEREOFAS RECORDED IN PLAT B"04,W, PAGE 33, OF THS
THEIR INTEREST MAY APPEAR PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLOR"4., • 0 0 :9000:
LOT - 16
BLOCK - 214
07 / �- -! ir-;' A � ,
24' PARKWAY
GRASS
/B'.ASPHAL T
N. W. 108th STREET:'
SURVEYOR'S NOTES:• • • • 0 0 0 • •
• •
7s"
7'o
1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGl9TERED LAND SURVEYOR'S SEAL.
.• .• • •• ••EASE
2) LEGAL DESCRIPTION PROVIDED BY OTHERS. •
3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOV•E&tt4ENTS OR &HER RECORDtQ
4
,L a
hh
5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPR%Vp%4E1VTS, IFk(y , WF;RENO: "•'
•
cmI`
LOCATED. • •
M
h
N
h
h
N
EXAGGERATED FOR CLARITY.
N
6
11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY
c
s
aj
4 a
z `
1
NW 108th STREET= (WEST)
LEGEND
LC.V IRRIGATION CONTROL VALVE P.C.P. PERMANENT CONTROL POINT W/M WATER METER
A/C AIR CONDITIONER
I.P. IRON PIPE PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE
7s
7s49
I 44,
o 4-n .t
k
8
A�
PROPERTY OF: WILLIAM E. CRAMER, Rf i4`9 z •
Cy h 1 N ti ` h N N N�
13 NW 108th STREET, N \ (
MIAMI SHORES, FLORIDA 33168 R E C E i v E Q h 7r• - _ 74.73 - L7r,
Y � f M
CERTIFIED TO
• i ,h N -W. 108x' STREET ,_ _ _
N 22 3 e
101 T Z . �s v a ti vs� �4.r.� _ X74
r lI d I` 4o s0
/
Ai
� h ry n. Rei • • • • • •
RAPID TITLE SERVICES COMPANY, vl l LEGAL DESCRIPTION:
OLD REPUBLIC NATV)NAL TITLE INSURANCE COMPANY, • • • • 0 . •
WILLIAM E. CRAMER LOT 15, BLOCK 214, DUNNINGS MIAMI SHORES Eagj( ION NO.•/-,- •ACCORDIG.
CAPITAL BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS AS TO THE PLAT THEREOFAS RECORDED IN PLAT B"04,W, PAGE 33, OF THS
THEIR INTEREST MAY APPEAR PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLOR"4., • 0 0 :9000:
LOT - 16
BLOCK - 214
07 / �- -! ir-;' A � ,
24' PARKWAY
GRASS
/B'.ASPHAL T
N. W. 108th STREET:'
A BOUNDARY SURVEY
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
WAS MADE UNDER MY SUPERVISION AND MEETS
STANDARDS OF PRACTICE SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17.050 THROUGH 5J-17-052•
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
NOT VALID WITHOUT THE SIGNATURE AhD THE SEC710N472.027• FLORIDA STATUTES. AND, THATTHE
ORIGINAL RAISED SEAL OF A FLORIDA LIG ENSED SKETCH HEREON IS TRUE AND CORRECT TO THE
SURVEYOR AND MAPPER. BEST OF MY "'LE
L EDGE AND BELIEF. SUBJECT TO
NOTES NOTA NS S -WN HEREON.
-
SAMU . FISCFIBEIN
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
REGISTRATION NO. 3587.
PROFESSIONAL SURVEYING AND MAPPING
LANES AND GARCIA, INC.
LB # 2098
ANCISCO F. FAJARDO PSM # 4767 (QUALIFIER)
2700 SW 37th AVENUE,
MIAMI, FLORIDA 33133
'H (305) 666-7909 FAX (305) 442-2530
DATE:08/03120171 SCALE: 1"= 20' 1 DRAWN BY. PAUL I DWG. No.: 266238
SURVEYOR'S NOTES:• • • • 0 0 0 • •
• •
•...•. ; SEAL.
O
1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGl9TERED LAND SURVEYOR'S SEAL.
.• .• • •• ••EASE
2) LEGAL DESCRIPTION PROVIDED BY OTHERS. •
3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOV•E&tt4ENTS OR &HER RECORDtQ
ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. • • • • • • • • •
4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF IMOOD. 0 • • •
5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPR%Vp%4E1VTS, IFk(y , WF;RENO: "•'
•
LOCATED. • •
6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM �9�29.
7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED,
/
8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE.
9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL.
10) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE
EXAGGERATED FOR CLARITY.
11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD INFORMATION RATE MAPS
12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIAN AT NORTH RIGHT OF WAY OF
NW 108th STREET= (WEST)
LEGEND
LC.V IRRIGATION CONTROL VALVE P.C.P. PERMANENT CONTROL POINT W/M WATER METER
A/C AIR CONDITIONER
I.P. IRON PIPE PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE
AVE AVENUE
FPL FLORIDA POWER & LIGHT PSM PROFESSIONAL SURVEYOR AND MAPPER W.U.P. WOOD UTILITY POLE
BLVD. BOULEVARD
F.LP. FOUND IRON PIPE PL PROPERTYLINE
BM BENCHMARK
F.LR. FOUND IRON ROD P.O.B. POINTOFBEGINNING
CATV CABLE TELEVISION BOX
FND. FOUND P.O.C. POINTOFCOMMENCEMENT
C.B. CATCH BASIN
L ARCLENGTH P-R.C. POINTOFREVERSE CURVATURE SYMBOLS
CBS CONCRETE BLOCK STRUCTURE
(L) LEGAL P.R.M. PERMANENTREFERENCEMONUMENT CONCRETE
CHB CHORD BEARING
L.P. LIGHTPOLE P.T. POINT OFTANGENCY - 0VERHE4DUTIL ITYLINES
CH CHORD DISTANCE
LB LICENSED BUSINESS R RADIUS - ,r -7r- WIRE FENCE
COR CORNER
LS LAND SURVEYOR (R) RECORD r r WOOD FENCE
CT COURT
(M) MEASURED R.E. RIM ELEVATION PROPERTY CORNER
fL CENTERLINE
NA VD NORTHAMERICAN VERTICAL DATUM RAN RIGHT-OF-WAY mow- WATER FLOW
CL. CLEAR
NGVD NATIONAL GEODETIC VERTICAL DATUM SAN. SANITARY 9.60 EXISTING GRADE ELEVATION
CONC. CONCRETE
NOID. NOTIDENTIFIABLE S.LP. SET IRON PIPE PROPOSED GRADE ELEVATION
C.O. CLEAN OUT
NO, NUMBER S.I.R. SET IRON ROD H WATER VA VE
E.B. ELECTRIC BOX
NTS NOT TO SCALE ST. STREET SIGN
ELEV. ELEVATION
O.R-B OFFICIAL RECORD BOOK T TANGENT DRAINAGE MANHOLE ,
T
ENCR. ENCROACHMENT
ON/PL ONPROPERTYLINE T.B.M TEMPORARY BENCHMARK SANITARYMANHOLE
E.R.P. ELEVA TION REFERENCE POINT
O.UL OVERHEAD UTILITY LINES TEL. TELEPHONE FIRE HYDRANT
F.F. FINISHFLOOR
P.C. POINT OF CURVATURE TYP. TYPICAL # LIGHTING FIXTURE
F.M. FIRE HYDRANT
P.C.C. POINT OF COMPOUND CURVATURE U.E. UTILITY EASEMENT t7 FIRE DEPARMENT CONNECTION
A BOUNDARY SURVEY
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
WAS MADE UNDER MY SUPERVISION AND MEETS
STANDARDS OF PRACTICE SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17.050 THROUGH 5J-17-052•
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
NOT VALID WITHOUT THE SIGNATURE AhD THE SEC710N472.027• FLORIDA STATUTES. AND, THATTHE
ORIGINAL RAISED SEAL OF A FLORIDA LIG ENSED SKETCH HEREON IS TRUE AND CORRECT TO THE
SURVEYOR AND MAPPER. BEST OF MY "'LE
L EDGE AND BELIEF. SUBJECT TO
NOTES NOTA NS S -WN HEREON.
-
SAMU . FISCFIBEIN
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
REGISTRATION NO. 3587.
PROFESSIONAL SURVEYING AND MAPPING
LANES AND GARCIA, INC.
LB # 2098
ANCISCO F. FAJARDO PSM # 4767 (QUALIFIER)
2700 SW 37th AVENUE,
MIAMI, FLORIDA 33133
'H (305) 666-7909 FAX (305) 442-2530
DATE:08/03120171 SCALE: 1"= 20' 1 DRAWN BY. PAUL I DWG. No.: 266238
SITE BUILT UNINHABITED UTILITY SHED
DESIGNED FOR HVHZ
FOR LEAN-TO SHEDS UP TO 12'X16' FOOTPRINT AND TALL WALL UP
TO 8'-4 1/2' WALL HEIGHT
ROOF PITCH 2:12
DESIGN REQUIREMENTS
1. BUILDING CODE:
FLORIDA BUILDING CODE, 5TH EDITION (2014)
2. DESIGN LOADING:
RISK CATEGORY: II (2)
WIND SPEED: VUR = 175
Vas = 136
EXPOSURE: C
COMPONENT AND CLADDING: ROOF: 37 PSF (ZONE 1)
WIND PRESSURE (pso (ASD VALUES) 64 PSF (ZONE 2)
(BASED ON 10 SQ FT) 94 PSF (ZONE 3)
WALL: 44 PSF (ZONE 4)
54 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: -0.18
(ENCLOSED BUILDING)
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
COLLAR TIE DEAD LOAD (12X ONLY): 5 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
MINIMUM ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF
ALL WALL FRAMING TO BE SPF STUD MATERIAL OR BETTER
SPACED AT 16" O.C.
Order #. 3 87 P.O. #
TUFF SHEDCustomer: , (( c� Drawn By: PK
Storage Buildings & Garages "d (-{-01 d`^ i tt c Date: 10/19/17
Site Address -
TUFF SHED, MFG. FACILITIES I 3 M IA.) It) S s -r Checked By:
m � _ cP-4-AN't Shdce_S a 3311,'8 Date:
Building Size:WIDTH-LENGTH- HEIGHT -SD. FT. AREA
k ) 0 14 L'2 " 1,0 Sy PV Scale: N.T.S.
MIAMI-DADE NOA AND FL
PRODUCT APPROVAL WITH HVHZ
MIAMI-DADE NOA:
1. US ANCHOR ULTRA WEDGE ANCHOR - MIAMI-DADE NOA
#14-0902.09
2. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS - MIAMI
DADE NOA #17-0124.01
3. PGT INDUSTRIES, INC WINDOWS - MIAMI-DADE NOA#16-0714.18
4. LLOYD INDUSTRIES, INC. FLOOD VENTS - MIAMI-DADE NOA
#13-0207.04
5. GARDNER ASPHALT CORPORATION ROOF UNDERLAYMENT-
M IAM I-DADE NOA #15-0707.09
6. PRIMESOURCE BUILDING PRODUCTS TIN CAPS - MIAMI DADE NOA
#16-1129.01
7. OWENS CORNING STARTER STRIP PLUS SHINGLE - MIAMI-DADE
NOA #14-0905.03.
8. OWENS CORNING ASPHALTIC SHINGLES - MIAMI DADE NOA
#12-1204.03 AND NOA #15-1102.03.
9. OWENS CORNING RIDGE VENT - MIAMI-DADE NOA #13-1010.04
FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ -
SHEET INDEX ••••••
0000..
.0000.
0000 ..
SHEET 1 - GENERAL DESIGMRFQIJIREMFN'rA0 • 0..09
0000.. ..
SHEET 2 - ELEVATIONS AND&4EA WALL.'.' 0000..
0
0000.. . 0
SHEET 3 - SHED FOUNDATION ANISANCMORING 0000:.
.0000.
SHEET 4 -TRUSS AND ROO�Dft4l-S • • • • :"
1. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
#FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL
#FL9190.6-R4.
3. SIMPSON H2.5A HURRICANE TIE - FLORIDA BUILDING APPROVAL
#FL10456.3.
THESE DRAWINGS AND THE
TUFF SHED, INC.
•�
�F•��i�
TITLE
DRAWING NO.
DESIGN ARE THE PROPERTY
��
OF TUFF SHED, INC. THESE
ENGINEERING DEPARTMENT
HVHZ 12 -16 -LT
DRAWINGS ARE FOR A
—
No, 7
5 ';,
DESIGN REQUIREMENTS
BUILDING TO BE SUPPLIED
RICHARD J. WILLS, P.E.
—
i x =•
OA & FL PRODUCT APPROV
•LEVEL 01
AND BUILT BY TUFF SHED.RWILLS@TUFFSHED.COM
_
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
1777 S. HARRISON STREET
= ;
`•, ATE
F r�Q
FBC, 5th EDITION (2014)
SHEET
SHED AND THE ENGINEER OF
DENVER, COLORADO 80210
RECORD
(303) 753-8833 EXT. 96315
�i�>lry��?Slri����
••�'�,��
175C
PAGE 1 OF 4
C , .
WALL FRAMING NAILING - REFERENCE FBC STH EDITION 2014 TABLE 2324.1:
1. TOP OR SOLE PLATE TOSTUD, END-NATT (2) 160 NAIL5
SHEAR WALL NAILING NOTES:
1. USE 0.113"0 X 2/" HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE - 3" O.C.
FIELD - 6" O.C.
3. NAILING IS FOR 3/ " SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
4. NO SINGLE OPENING GREATER THAN 8'-0"
S. 6' WIDE X 6', 8' WIDE X 8'-10', 10' WIDE X 10'-12',12' WIDE X 12'-14' LENGTH
BUILDINGS ARE BASED ON 3 -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE
WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH NO OPENINGS.
6. DOOR END WALL SHEATHED ON BOTH SIDES WITH MINIMUM 3/8" SMARTSIDE FOR
THE FOLLOWING SIZE BUILDINGS:
6.1. 6' WIDE X GREATER THAN 6'
6.2. 8' WIDE X GREATER THAN 10'
6.3. 10' WIDE X GREATER THAN 12'
6.4. 12' WIDE X GREATER THAN 14'
12
2 v
r_w r4"
MIN 0( 1 MIN
MAX I V -W
WALL B ELEVATION
SCALE: 3/16" = T-0"
i::A[i ��1d0711'&17IST::;=1
MIN
MAX. 16'-0•
WALL D ELEVATION
r_6"
MIN
NOTE TO BUILDING OFFICIALS
THESE DRAWINGS AND ACCOMPANIED CALCULATIONS ARE DESIGNED FOR VARIABLE DOOR
AND WINDOW PLACEMENT AS INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM
SHEAR RETURN WALLS INDICATED ON ELEVATIONS.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADER
KING STUD
2x4 WINDOW SILL
BASE PLATE
FLOOR DECKING
1
WINDOW FRAMING DETAIL
SCALE: N.T.S.
DOORIWINDOW HEADER SCHEDULE
WALLS A AND C END WALLS
OPENINGS UP TO T-0" USE (2) 2x4 SPF #2
OPENINGS 7'-1" TO 8'-0" USE 2 2x6 SPF #2
WALLS B AND D (SIDEWALLS)
OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
HEIGHT LIMITATION ALTERNATIVE -SEE DETAIL
OPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF #2
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADER •
•
ING ST"D; .• •
•
TRIMMER;•• •
•0•• ..
0 • . . .
0000 • ••
BASE PLATE• • • •
• . . •
FLOOFWrICING •
O2
DOOR FRAMINGk)FTAIL :0.00•
SCALE: N.T.S. • f • 000 •
••
2x4 TOP
PLATE
�2
2x6 SPF #2
3 HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE: N.T.S.
STRUC UTC �� R`—�;J w
APPROVED A
0000••
SCALE: 3/16"= 1'-0" SCALE: 3/16" = 1'-0"
Order #. P.O. # THESE DRAWINGS AND THE t . ,1MjC ��i�� TALE DRAWING NO.
113��1 DESIGN ARE THE PROPERTY TUFF SHED, INC. �'
TUFF SHED Customer: 1', Ocarr�ey- Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ��'�� HVHZ 12 -16 -LT
DRAWINGS ARE FOR A ti % ELEVATIONS
Storage Buildings & Garages 'ted t Date: 10/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. �� 47835 ";
Site Address: AND BUILT BY TUFF SHED.' •� _- HEADER FRAMING DETAILS REV. LEVEL 01
RWILLS TUFFSHED.COM SHEET
TUFF SHED, MFG. FACILITIES �?, N bJ IDS S"r Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET �"_ FBC, 5th EDITION (2014)
�6'p rGS 6, ,131(o� FORBIDDEN BY BOTH TUFF
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210; TATE F
B IldingSlZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA"�•• P. ••"�, 175C
/ RECORD (303) 753-8833 EXT. 96315 f
�(, $ a Scale: N.T.S. ,; <<S _• . ••'�� PAGE 2 OF 4
VAL
H
ML 000RSNOMOWS LocATM
_ •
N THIS AMA
w
■
N
•
Y
_ r
J
�
'ao
i
r-0•
r-0•
MIN
1 MIN
MAX IZ-V
WALL A ELEVATION
SCALE: 3116"= 1'-0"
12
0 2
•m
No OPIMINW ALLOWIM
ao
_
J
�>
•N
MIN
MIN
MAX. 12'-0"
WALL C ELEVATION
r_w r4"
MIN 0( 1 MIN
MAX I V -W
WALL B ELEVATION
SCALE: 3/16" = T-0"
i::A[i ��1d0711'&17IST::;=1
MIN
MAX. 16'-0•
WALL D ELEVATION
r_6"
MIN
NOTE TO BUILDING OFFICIALS
THESE DRAWINGS AND ACCOMPANIED CALCULATIONS ARE DESIGNED FOR VARIABLE DOOR
AND WINDOW PLACEMENT AS INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM
SHEAR RETURN WALLS INDICATED ON ELEVATIONS.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADER
KING STUD
2x4 WINDOW SILL
BASE PLATE
FLOOR DECKING
1
WINDOW FRAMING DETAIL
SCALE: N.T.S.
DOORIWINDOW HEADER SCHEDULE
WALLS A AND C END WALLS
OPENINGS UP TO T-0" USE (2) 2x4 SPF #2
OPENINGS 7'-1" TO 8'-0" USE 2 2x6 SPF #2
WALLS B AND D (SIDEWALLS)
OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
HEIGHT LIMITATION ALTERNATIVE -SEE DETAIL
OPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF #2
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADER •
•
ING ST"D; .• •
•
TRIMMER;•• •
•0•• ..
0 • . . .
0000 • ••
BASE PLATE• • • •
• . . •
FLOOFWrICING •
O2
DOOR FRAMINGk)FTAIL :0.00•
SCALE: N.T.S. • f • 000 •
••
2x4 TOP
PLATE
�2
2x6 SPF #2
3 HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE: N.T.S.
STRUC UTC �� R`—�;J w
APPROVED A
0000••
SCALE: 3/16"= 1'-0" SCALE: 3/16" = 1'-0"
Order #. P.O. # THESE DRAWINGS AND THE t . ,1MjC ��i�� TALE DRAWING NO.
113��1 DESIGN ARE THE PROPERTY TUFF SHED, INC. �'
TUFF SHED Customer: 1', Ocarr�ey- Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ��'�� HVHZ 12 -16 -LT
DRAWINGS ARE FOR A ti % ELEVATIONS
Storage Buildings & Garages 'ted t Date: 10/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. �� 47835 ";
Site Address: AND BUILT BY TUFF SHED.' •� _- HEADER FRAMING DETAILS REV. LEVEL 01
RWILLS TUFFSHED.COM SHEET
TUFF SHED, MFG. FACILITIES �?, N bJ IDS S"r Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET �"_ FBC, 5th EDITION (2014)
�6'p rGS 6, ,131(o� FORBIDDEN BY BOTH TUFF
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210; TATE F
B IldingSlZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA"�•• P. ••"�, 175C
/ RECORD (303) 753-8833 EXT. 96315 f
�(, $ a Scale: N.T.S. ,; <<S _• . ••'�� PAGE 2 OF 4
VAL
• • y #12-14 X 3" HEX HEAD
SELF -DRILLING SCREWS
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
#10 X 3/4" PAN
HEAD SELF -DRILLING r®.
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC. r '
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: QUAIL RUN (JOIST: 600S137-054 / TRACK:
600T125-054) ICC ER -4943P.
2. 3/4" TREATED APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS AT 8" O.C. FOR ALL BUILDINGS.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ V-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
O=STEEL SHED BASE DETAIL, -,-
SCALE: N.T.S.
[:1110100
z
"v
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH MIN.
316.0 x 61/2" CARRIAGE
BOLT AND LOCKNUT
(3) STUD CORNER
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER , • •
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS' •
REPORT NO. LO-FJ90129-A 069:00
-OR- 0.0.00
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS .....
REPORT NO. LO-FJ90129-B • • • •
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS • • • • • •
WITH THE MAXIMUM LOAD OF 5,080 LBS •' • •
SIDING
TRIM
ANCHOR BRACKET
TO BE FLUSH WITH
(�)EDGE OF TRIM
AUGER ANCHOR -DETAIL%
SCALE: N.T.S� a ,- v
AUGER ANCHORS
•
WIDTH
LENGTH
# OF ANCHORS
6'
6'-16'
4 ANCHORS
8'
8'-16'
4 ANCHORS
10'
10'-16'
4 ANCHORS
12'
12'-16'
4 ANCHORS
4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
S-rp JCTu-A�-....,V,
APPRo'VED
,0000.
•
•0 0
0 0 •
0 0 0
00 .
i
0000••
.'
•
SHED
Storage Buildings &Garages
TUFF SHED, MFG. FACILITIES
Order #. , I� 33447
Customer:j� (( Crctn,o�"
(Awl a ��s , LLC
Site Address:
13 5
P.O. #
THESE DRAWINGS AND THE
ARE THE PROPERTY.
DESTUFF
OF TUFF F SHED, INC.THESE
DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
TUFF SHED INCGN
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
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No. 6835
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TITLE
SHED FOUNDATION
ANCHORING
FBC, 5th EDITION (2014)
175C
DRAWING NO.
HVHZ 12 -16 -LT
Drawn B PK
Y
Date: 10/19/17
REV. LEVEL 01
Checked By:
SHEET
BUIIdIngSIZe.WIDTH-LENGTH-HEIGHT-SD.Ff. AREA
%X / b 4- u J t o (Do sq
Date:
Scale: N.T.S.
I PAGE 3 OF 4
t//►/!/! f I I t11����,
< % .s.
2X4 @ 24" O. C.
6'-0"
6X RAFTER
2X6 @ 24" O.C.
8'-0"
8X RAFTER
2X6 @ 24" O.C.
10'-0"
1 O RAFTER
2X6 @ 16" O.C•
12'-0"
12X RAFTER
RAFTER NOTES:
FBC, 5th EDITION (2014)
RAFTERS TO BE SPACED AS SPECIFIED
MATERIAL TO BE 2X4 SPRUCE PINE FIR
GRADE #2 OR BETTER
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10,175 mph, Exposure C, D.O.L.=1.60
RAFTER
SIMPSON H2.5A PL
BOTF
AT EACH F
WALL TOP
SIMPSON A35
ON INSIDE AT
EACH BLOCK
ROOF SHEATHING
(5/8' CDX PLYWOOD) ALL FASTENERS FBC 1517.5
FBC 2304.72
ASPHALTIC ROOF UNDERLAYMENT
SHINGLES FBC 1518.7 FBC 1518.2
NAIL WITH TINCAPS
FBC 1517.5.2
0000..
0000..
..00.0
0000.
0000.
•66666
06...0
0000..
HORIZONTAL PANEL EDGWISE
v 71v W W ev 11v BLOCKING FBC 23222.3 - SEE
DRIP EDGE NOTES BELOW
PER FBC 1507.2.9.3
REFERENCE LING`� vA R \/E
NOTES BE '
ROOF ASMBLY DETAIL APP�Cv�p /�J/JJ
O SCALE: N.T.S. DATf I Y
Al_ T
1. USE 0.11:
2. NAILING:
PPED GALVANIZED RING SHANK NAILS
Order #. 338- P.O. # THESE DRAWINGS AND THE; ���// TRLE DRAWING NO.
r DESIGN ARE THE PROPERTY TUFF SHED, INC.
TUFF SHED Customer: ..— tis Drawn B PK OF TUFF SHED, INC THESE ENGINEERING DEPARTMENT {�¢���� HVHZ 12 -16 -LT
U 1\ Ct—ccmc� a« Y
DRAWINGS ARE FORA TRUSS DETAILS
Storage Buildings & Garages i3 W (b $ S't Date: 10/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. els. 5 — ROOF DETAILS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM
i 3 d$ Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET = FBC 5th EDITION (2014) SHEET /�
_ lavnV Blurts F� 33 I"� FORBIDDEN BY BOTH TUFF � � 1 � L}
Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210
Building SIZe. WIDTH -LENGTH -HEIGHT -SC. FT. AREA j i FATE F
r RECORD (303) 753-8833 EXT. 96315 175C
Scale: N.T.S. o R tp. F
,o PAGE 4 OF 4
1/111111M,
666666
SIDING
• • •
•••i••
' ••
STUDS
000•.6
RAFTER TO WALL 0000
..
� CONNECTION DETAIL 00.00•
•• •
SCALE: N.T.S. so 00
00 •
006066
• •
0
66.06.
6
ROOF MATERIALS AND CONSTRUCTION SHOWN CONFORM'PBC'SEC110M
1518 HVHZ ROOF COVERINGS WRIT SLOPES 2:12 OR GREATER
• •
ROOF SHEATHING
(5/8' CDX PLYWOOD) ALL FASTENERS FBC 1517.5
FBC 2304.72
ASPHALTIC ROOF UNDERLAYMENT
SHINGLES FBC 1518.7 FBC 1518.2
NAIL WITH TINCAPS
FBC 1517.5.2
0000..
0000..
..00.0
0000.
0000.
•66666
06...0
0000..
HORIZONTAL PANEL EDGWISE
v 71v W W ev 11v BLOCKING FBC 23222.3 - SEE
DRIP EDGE NOTES BELOW
PER FBC 1507.2.9.3
REFERENCE LING`� vA R \/E
NOTES BE '
ROOF ASMBLY DETAIL APP�Cv�p /�J/JJ
O SCALE: N.T.S. DATf I Y
Al_ T
1. USE 0.11:
2. NAILING:
PPED GALVANIZED RING SHANK NAILS
Order #. 338- P.O. # THESE DRAWINGS AND THE; ���// TRLE DRAWING NO.
r DESIGN ARE THE PROPERTY TUFF SHED, INC.
TUFF SHED Customer: ..— tis Drawn B PK OF TUFF SHED, INC THESE ENGINEERING DEPARTMENT {�¢���� HVHZ 12 -16 -LT
U 1\ Ct—ccmc� a« Y
DRAWINGS ARE FORA TRUSS DETAILS
Storage Buildings & Garages i3 W (b $ S't Date: 10/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. els. 5 — ROOF DETAILS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM
i 3 d$ Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET = FBC 5th EDITION (2014) SHEET /�
_ lavnV Blurts F� 33 I"� FORBIDDEN BY BOTH TUFF � � 1 � L}
Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210
Building SIZe. WIDTH -LENGTH -HEIGHT -SC. FT. AREA j i FATE F
r RECORD (303) 753-8833 EXT. 96315 175C
Scale: N.T.S. o R tp. F
,o PAGE 4 OF 4
1/111111M,