HomeMy WebLinkAbout1007 Willow AveRECORD COPY
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To: Walter Jackson
2350 Pemberton St
Oviedo, FL 32765
Re: Foundation Repair
1007 Willow Ave
Sanford, FL 32771
BP# 18-4053
October 22, 2018
Please be aware that the Building Official requires an affidavit from the Engineer of record for the
inspection for the repair of the building's foundation — specifically all work shown on Sheet A-1 of the
plans. No inspections will be performed by the Building Department for this portion of the project..
When this portion of the work is complete, please provide the Building Department with a signed and
sealed affidavit from the Engineer of record indicating the foundation repair has been personally
inspected and complies with the provisions of the signed & sealed plans.
A Final Building Inspection will not be conducted and the job will not be considered complete
without this affidavit.
Whenever a permit is issued in reliance upon an affidavit or whenever the work to be covered by a
permit involves installation under conditions which, in the opinion of the building official, are
hazardous or complex, the building official shall require that the architect or engineer who signed the
affidavit or prepared the drawings or computations shall supervise such work. In addition, they shall be
responsible for conformity to the permit, provide copies of inspection reports as inspections are
performed, and upon completion make and file with the Building Official a written affidavit that the
work has been done in conformity to the reviewed plans and with the structural provisions of the
technical codes. In the event such architect or engineer is not available, the owner shall employ in his
stead a competent person or agency whose qualifications are reviewed by the Building Official. The
Building Official shall ensure that any person conducting inspections is qualified as a building
inspector under Part III of Chapter 468, Florida Statutes.
Sincerely,
Steve Fiorey, CBO
Deputy Building Official
City of Sanford
407.688.5065
steve.fiorey@sanfordfl.gov
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, Fl-
Inst #2018126192 Book:9243 Page:1298; (1 PAGES) RCD: 11/5/2018 2:19:06 PM
REC FEE $10.00
THIS INg U,,M_E.NTJPnR.E_P, RED Y: . '
Name: - (X+ G! 1 V Lff Of'j wQ /-turAddress:
FL
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
75-lg1 3u --5,4 -t zo --0o9)
lu
Permit Number: Parcel ID Number:
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The'ixpiration date Is 1 year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true
to the best of my knowledge and belief.
Owner's Signature Owners Printed Name
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement amino one.else may be oertNttetr-In sLan In his or her stead'- -
State of County of s m i Yl 0 I e
The foregoing instrument was acknowledged before me this 1 1n dayofl1c+ he 1r N {
by ,.
V W e( 1 S i' l t I 1 I on IWho is personally known to me Name
of person making statement In ( ORwhohasproducedidentificationKtypeofidentificationproduced: FLU' [ ( 3!5 W q V 45 1 ?O COBIERTT
Nala
FloridaCo7180 11.
2021c.r.,My C a
L: czo Notary
Signature
y„';FORI fi •
r, ram.
r
SEP 2 6 2018
6 PERMIT APPLICATION
Application No: 18 qo,!,N)
Qv
el Documented Construction Value: $
vi
Job Address: 1007 ^o/ it 1. ( o ,,) e, Historic District: Yes No
Parcel ID: •S "- Residential Commercial
Type of Work: New Addition Alteration
Description of Work:
City, State Zip:
Demo Change of Use Move
e
Property Owner Information'
Phone: 11-0q- G 6?'7
Resident of property?:
Contractor Information
Name G'1116L;pl 0 ! JL Ci , l
Street: 2-26 GM n. l 10,
City, State Zip:, l l,bf 12
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
E"hone: At)J-:7&6-A!M!b
Fax
State License No.: C6 C-1062CR
Architect/Engineer Information
Phone:
Fax
E-mail: _
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
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 standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
coftTllc q I io 119
Signature of Notary -State of Florida Date
Owner/Agent is 4 Personally Known to Me or
Produced ID Tyee of ID
44, AMANDACOBERT
Notary Public - State of Florida
Commission BELOW IS
My Comm. Expires Dec 11.2021
Signature of Contractor/A t Date
Pri Contractor/Agent's Name
oil ,3P
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID
Known to Me or
NOWy PW_ " 3fe1e Ot Florida
Tamara Hunter
MY Commission GG 172730
11tPiree 01/04/2022
Permits Required: Building ErElectrical 2. Mechanical Plumbing KGas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
Se-1
APPROVALS: ZONING: Ib I ,an' b UTILITIES: -
ENGINEERING: MIC FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: Sf' to • 22- • t2'
COMMENTS: I s oi- wcfk Alt tr W4 rl -J-P "k4CrJvr a-L-A t i%4-a,..tas- ds
S hn..., lan .
0 dJa .CFAfhi,
Ke mvcxr=_cc rv, a4cmr.
RR
Parcel Information
ff r ! x
low
Legal Description
LOT 8 BLK 12 TR G
TOWN OF SANFORD
PB 1 PG 115
Taxes
Property Record Card
Parcel: 25-19-30-5AG-120G-0080
Property Address: 1007 WILLOW AVE SANFORD, FL 32771
Value Summary
F I FPS[
M
2018 Working 2017 Certified
Values Values
Valuation Method E Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 20,519 17 140
Depreciated EXFT Value
Land Value (Market) 10,822
m
3 $9,968
Land Value Ag
r__.... W ..
Just/Market Value ** 31,341
a ... ..........
27,108
Portability Adj
Save Our Homes Ad/ 0 1$0
Amendment 1 Adj E $1,522 IE $0
P&G Adj 0 0
Assessed Value 29,819 27,108
Tax Amount without SOH: $516.00
2017 Tax Bill Amount $516.00
Tax Estimator
a...'.....H......
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values I Taxable Value
County General Fund $29,819 $0 $29,819
Schools $31 341 $0 $31,341
m _ _ _ _.. .... ..___.. -._ _
City Sanford $29,819 ; so, 29,819
SJWM(Saint Johns Water Management) ] $29,819 $0 1 $29,819
County Bonds $29,819 $0 $29,819
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 12/1/2011 1 07692 0187 $100 1 No Improved
QUIT CLAIM DEED 10/1/2011 07646 1085 $100 No Improved
QUIT CLAIM DEED 9/3/2009 07248 1625 $100 No Improvedm
ADMINISTRATIVE DEED 6/1/1984 01558 10844 $5 000 No Improved
Flnd Comparab9e Sales
Land _ ..__
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 64.00 117.00 ( 0 $190.00 1 $10 822
Building Information
Is Bed/Bath count incorrect? Click Here-
1Description
Year Built
Fixtures Bed Bath Base Area Total SF Living SF Et Wall Adj Value Repl Value AppendagesActual/Effective
1 1 1925 ? 31 1 10 1 774 ] 1,012 858 $20,519 $51,298
Description Area
f
SINGLE ( SIDING
FAMILY GRADE 3 I PNORCLOSED
CH 84.00
FINISHED
i
i SCREEN
PORCH 154.00
I UNFINISHED j
Permits
Permit # Description Agency Amount CO Date Permit Date
No Permits I
I
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit. please contact the building department of the tax district In which the property Is located.
Extra Features
Description Year Built Units Value New Cost
No Extra Features
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: t
I hereby name and appoint:
an agent of
Name of
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):
The specific permit and application for work located at:
Street Address)
nn
Expiration Date for This Limited Power of Attorney: 2 l ( J
License Holder Name:
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged befo e me this day of ,
200, by who is persona ly known
to me or p who has produced as
identification and who did (did not) e an oath.
Signature
Notary Seal)
Print or type name
Notary Public - State of El b d do —
Commission No.
My Commission Expires:
40 Notary Public State of Florida
Tamara Hunter
Rev. 08.12) INy Commissio20n
GG
172730 ar Expire,
0110
122
S,
CITY Ofi
i 4ORD
FLORIDA
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name Walter D. Jackson Frim Optimum Construction, Inc.
Address 2350 Pemberton St
City: Oviedo
Phone: 407-766-4898 Fax:
State FL
Property Address: 1007 Willow Avenue
Property Owner: Owens Pittman
Parcel Identification Number:
Phone: 407-349-4807
Zip Code: 32765
Email: walterjackson@earthlink.net
25-19-30-5AG-120G-0080
Fax: Email:
The reason for the flood plain determination is:
New Structure X Existing Structure (Pre-2007 FIRM Adoption)
Expansion/Addition 1-1 Existing Structure (Post 2007 FIRM Adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
OFFICIAL USE ONLY
Flood Zone X Base Flood Elevation N/A Datum N/A
FIRM Panel Number 120294 0070F
The referenced Flood Insurance Rate Map indicates the following:
The Parcel is in the Floodplain
A portion of the Parcel is in the Floodplain
X The Parcel is not in the X Floodplain
The Structure is in the Floodplain
The Structure is not in the Floodplain
Map Date September 28, 2007
Floodway
Floodway
Floodway
Floodway
Floodway
If the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is:
BP# 18-4053
Reviewed by: 1ffwa'1n6'4, CF/L%- Michael Cash, CFM Date: 10/01/2018
T:\Engr-Files\Elevation Certificate\w\Willow Ave\1007
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117.00
NOTE: THIS IS NOT A LEGAL SURVEY
NO WORK WILL BE DONE
OUTSIDE THE FOOT PRINT OF THE
STRUCTURE
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NOTE: THIS IS NOT A LEGAL SURVEY
NO WORK WILL BE DONE
OUTSIDE THE FOOT PRINT OF THE
STRUCTURE
U O.
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REQUIRED INSPECTION
4053
VENG PERM.- T, i.
Footer Setback
Stemwall
Fbundatio3i / Form Board.*Survey
SlabIM-onlo S-lab-Pipour
Lintel / Tie Beam / Fill Down Cell
Sheathing -L Walls -
Sheathing -L, Roof
Roof Dry In
iFrame
Insulation Rough In
Tirewall Screw Pattern
Drywall / Sheetrock
Lath Ins pe6,ti-on
Final Solar
Final Roof
Final Stucc6. /.Siding
Insulation FiRnalnal
Final Utility; B-uifding-
p Final Door
Final
Final Screen.Room
Final, Pool Screen Enclosure.
Home TMobileHoBuildingFinal'
Pre. -Demo
Final Demo.
Fina-I'Single Ownffy! Residence
Final. Building (Other)
Addiress:
N.-M.
max Insgeeflon D sml2dom
Electric. Underground
footer /' Slab Steel Bond
Electric Rough
I T.U.Q.
Pre -Power Final
Electric Final
t. gna Ing
min max. Inspe6don DescrAlpflon
PIU=Mb gUnderground
Plumbing Sewer
J[Plumbing Tubr Set
Plumbing Final
A.. Im I z
Max limsRechom Dese Ap on
Mechanical Rough
Mechanical. Final
Uy.
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ONI =10
Max rMspection. . Des-criflom I
Gas Underground - Gas
Rough Final
REVISED.*
Jbne 2014
RECORD COPY
a
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gUILD,L\ c
Permit # * 4 8- 4 0 5 3 aANFDRD
41
Project Location Address
FA
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As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung OQU&I Um I
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding_LIP PUZA 1 00 WA qI90;-10,
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature I / j( UL&k, U .
Applicant's Name
Please Print)
June 2014
m
SIDE-SIDE -HINGED WOOD -EDGE STEEL DOOR UNITHINGED
DOOR WITH / WITHOUT SIDELITES
QUIERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13A
TENSILE STRENGTH* ASTM D538 7.50% DIFF
n rrc intmrv
45D0 HOURS XENON ARC METHOD 1
hdde0d: 10
NAA9Y y6'`
Cefff, ' nNO: AtS61m _
149- MAX. OVERALL FRAME WIDTH
21" MAX 36.375" MAX. D.L.O. - PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
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1N9OOR UNIT ,DOUBLE DOOR UNIT TABLE
OF CONTENTS SHEET #
DESCRIPTION 1
TYPICAL ELEVATIONS & GENERAL NOTES 2
ANCHORING LOCATIONS &DETAILS 3
ANCHORING LOCATIONS &DETAILS 1 .
14 IIi I WH
RE WATER INFILTRATION PERFORMANCE IS DESIGN
PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIGMAXWIDTHINWINGOUTSWIGINSWINGOUTSWINGX37.5 76.0 -7 .0 76.0 76.0 19.0 -19.0 +55.0 -55.0 XX7455.0 -55.0 55.0 55.0 19.0 -19.0 +55.0 -55.0 OXorXO75t55.0 -55.0 55.0 5 .0 19.0 -19.0 1 +55.0 -55.0 A
1 112.5 55.0 -55.0 55.0 55.0 55.0 OXXO14955.0 -55.0 55.0 5 .0 19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR FLORIDA
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10 x 3/4"
10 x 2' DETAIL "E" ASTRAGAL
FRAME / DOOR ATTACH ASTRAGAL RET
DETAIL "D"
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T
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DETAIL "C" STRIKE PLATE TO FRAME
TYPICAL
AS SHOWN.
0.9621
T
OUTSWING THRESHOLD
EE DETAIL
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
IG (1/8" TEMP. GLASS)
DOW 995 OPTIONAL INSERT
AL R BUTYLALUM, STEEL OR Bl1M SPACERS
i/2' SITE
6 x t-1/2" PHS
DOW 995
El(TFRIQ RIO
TYPICAL GLAZING DETAIL
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BY:
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SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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HARDWARE SCHEDULE 10-00-00vG01. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND O
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. ^oco CC)
2. 4" X 4" FULL MORTISE BUTT HINGES rn N
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Of ::N
1.50' 1.25" — MIN ..
0.25" MIN I o , i w 0 0 in z0.25"
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SHIM SHIM
DAME: 7/17/05
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DWG. BY: SWS
GHK. BY:
TYPICAL WOOD BUCK TYPICAL MASONRY
OBAWNG NO.;
ANCHOR INSTALLATION ANCHOR INSTALLATION DWG-MA—FLO128-05
sHEET 3 OF 3
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
8" DOUBLE DOOR WITH / WITHOUT SIDELITES
a Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFST nFCraimn .
SELF IGNRION TEMP D1929 740'F > 650 'F
RATE OF BURNING D635
AFSTM
0.77 IN MIN
SMOKE DENSITY D2843 13.4%
TENSILE STRENGTH+ TM D638 7,50% DIFF
4500 HOURS XENON ARCMETHODr crt atAinttarv
AddeMum to NAW
wcalimNo.: ACC 6qo
Rwowed By
U81BRevBY
TABLE OF CONTENTS
SHEEP /
RIPTION1TY&6 2 AN3AN&DETAILS
149" MAX. OVERALL FRAME INDTH
21" MAX 36.375" MAX.
PANEL WIDTH 37.5" MAX.
IN/ASTRAGAL FRAME WIDTH
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kDWO
BY: SW:
BY:
KURT BALTHAZOR c NO.:
FLORIDA P.E.
MA-FL012E#56533
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Addendum to NAMI
BtificCuw.: Rwiol
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R9v ewe Ei 8
x 2-1/2" #10
x 2" 8
x 2-1/2" 70
x 5/8 10
x 5/8" •• 70
x 3/4" 10
x 2' DETAIL "E" ASTRAGAL FRAME /
DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "
D" DETAIL "
C" STRIKE PLATE TO FRAME AS
SHOWN. TYPICAL
1
D.9621 1.
375" T
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ASTRAGAL
RETAINER BOLT HOLE aN MUST
BE DRILLED THROUGH w THE
THRESHOLD & INTO THE a v_viowo z STRUCTURE
DEEP ENOUGH a = FOR
A 1.375" THROW Do
DETAIL "
F" ASTRAGAL IG (
1/6" TEMP. GLASS) INSERT
DOW995 OPTIONAL BUTYL
ALUM, STEEL ORR BUI'fL SPACER 1/
2" SITE w
C] U m 6
X 1-1/2" PHS DATE:
11 D, DWG.
BY: SW! DOW
995 J v... hCi,A •• CHK. BY: EXTERIOR
INMRIOB DRAWIHO NO.: TYPICAL
GLAZING DETAIL DWG—MA—FL012E 2
OF 3. SHEET
s
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOAAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE,
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
6"
h6"3"_I I_ r
3" I - I7 3 —
1 I— 3„
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Addendum to NAkA
CerMiealiarNG.:NfQr..-...- - -
Ra wedBY.
flats RW1i16 t s
1.50" MIN
6^ 6„
HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
MAX
SHIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25
n •, t `
M25"
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
SCALE: N.T.S.
M. BY: SWS
CHK. BY:
ORAWANG NO.:
OF
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF GUSSET INSTALLATION NOTES:
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
ANDERSEN CORPORATION
rM1UCIJCII
100 SERIES W1.00wg•ooea,
SINGLE HUNG WINDOW
100FOURTH AVE NNORTH
BAYPORT, MN 550034M
PH: (651)2fi4-5150 FX: (651)2fi4-54B5
1. FOR INSTALLATION TO 2X WOOD BUCK, USE TWO (2) #12
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF WOOD SCREWS PER GUSSET. INSTALLATION SHALL
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT MAINTAIN THE FOLLOWING REQUIREMENTS:
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE A. MINIMUM EMBEDMENT OF II/2"
INSTALLATION ANCHOR TO THE NEXT. B. MINIMUM EDGE DISTANCE OF 3/4"
4. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION INTO 2X WOOD FRAME USE
TWO (2) #8 WOOD SCREWS PER INSTALLATION CLIP OR ONE (1) #8 WOOD SCREW
THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
S. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116
INCH ITW TAPCON THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO
ACHIEVE 1 1141NCH MINIMUM EMBEDMENT OR ONE (1) OF THE FOLLOWING
THROUGH EACH INSTALLATION CLIP:
5.1. 3116 INCH ELCO CRETE-FLEX S54 THROUGH INSTALLATION CLIP PER LOCATION OF
SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT.
5.2. 114 INCH ELCO AGGRE-GATOR THROUGH INSTALLATION CLIP PER LOCATION OF
SUFFICIENT LENGTH TO ACHIEVE 1 3141NCH MINIMUM EMBEDMENT.
5.3. 1141NCH HILTI KWIK-CONII THROUGH INSTALLATION CLIP PER LOCATION OF
SUFFICIENT LENGTH TO ACHIEVE 1 314 INCH MINIMUM EMBEDMENT.
5.4. 1141NCH POWERS TAPPER THROUGH INSTALLATION CLIP PER LOCATION OF
SUFFICIENT LENGTH TO ACHIEVE 1 314 INCH MINIMUM EMBEDMENT,
6. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD
USE TWO (2) #8 SELF -TAPPING SCREWS PER INSTALLATION CLIP OR ONE (1) #8 SELF
TAPPING SCREW THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL STRUCTURE.
7. NAILING FIN: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD
SCREW R 8D COMMON NAIL PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1
1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
8, NAILING FIN: FOR INSTALLATION THROUGH METAL STUD USE ONE (1) #8
SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
PENETRATION BEYOND METAL STRUCTURE,
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
IO.INSTAILATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
11.FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHELL OF BLOCK.
12ANSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MIN. COMPRESSIVE
STRENGTH OF 2500 PSI.
D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33
MILS, (20 GUAGE)
E. ALUMINUM - 1/8" MINIMUM THICKNESS (6063-T5).
2. FOR INSTALLATION TO METAL SUBSTRATES, USE TWO (2)
1/4-20 TEK SCREWS PER GUSSET. INSTALLATION SHALL
MAINTAIN THE FOLLOWING REQUIREMENTS:
A. MINIMUM PENETRATION OF 3 THREADS BEYOND METAL
STRUCTURE
B. MINIMUM EDGE DISTANCE OF 1/2"
3. FOR INSTALLATION INTO CONCRETE/MASONRY SUBSTRATES,
PLEASE REFER TO SHEET 1, INSTALLATION NOTE S. ANCHORS
SHALL FOLLOW SAME SPECIFICATIONS AS OUTLINED FOR
INSTALLATION CLIPS.
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA
BUILDING CODE(FBQ, 2009 INTERNATIONAL BUILDING CODE
ANDTHE 2009 INTERNATIONAL RESIDENTIAL CODE,
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO
THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-05/08
AAMA 450-10
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE, BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: FIBREX®.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS
CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
8. DESIGNATIONS "X"ANO"0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST.
TABLE OF CONTENTS
SHEET REV15ION SHEET DESCRIPTION
1 A GENERAL & INSTALLATION NOTES
2 A ELEVATIONS
3 A ELEVATIONS & ANCHOR LAYOUTS
4 A THROUGH FRAME/INSTALLATION CLIP ANCHOR LAYOUTS
5 A VERTICAL SECTIONS
6 A HORIZONTAL SECTIONS & GLAZING DETAIL
7 A COMPONENTS & BILL OF MATERIALS
8 A MULLION OP CHART I & DETAILS
9 A MULLION OP CHART 2
UNIT# SIZE & CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING
I O/X) 47 1/2" X 77 1/2" 30 PSF NON -IMPACT
2 O/X) 41 1/2" X 95" 30 PSF NON -IMPACT
3 O/X) 47 1/2" X 89 1/2" 30 PSF NON -IMPACT
4 O/O/X) 47 1/2" X 95 1/2" 30 PSF NON -IMPACT
5 O/X.O,O/X) 143 1/2" X 71 1/2" 30 P5F NON -IMPACT
NOTE'.
1. SEE SHEETS 8 & 9 FOR MULLION DP CHART, ASSEMBLY &
INSTALLATION DETAILS FOR UNIT -TO -UNIT FIBERGLASS
MULLIONS.
Digitally signed by Hermes F Norero, P.E.
Reason: I am approving this document
Date: 2012.08.23 17:47:52-04'00'
U.: H
N m V) CO Z _jV)
io 3 _ V)
NG #:
A W0029
iHEET: 1 OF 9
UNIT MAX.
WIDTH 47 1/2"
01.0 MAX.
WIDTH 41 1/8"
11 7D E
5 5
Gow F D.L.O. MAX.
HEIGHT
UNIT
34 5/8"
MAX.
5
HEIGHT
771/2"
OPERABLE
6 6 SASH MAX.
HEIGHT
38 1/4"
UNIT MAX.
WIDTH 471/2"
D.L.O MAX.
WIDTH 41 1/4"
D E
5 5
D.L.O. MAX.
lieI HEIGHT
6 17 1/4"
UNIT
MAX. Ga. F "O" SASH MAX.
HEIGHT 6 6 c HEIGHT UNIT
95 1/2" 5 35 7/8" MAX.
HEIGH'
89 1/2'
Fon G
6 6
OPERABLE 5J
SASH MAX.
WIDTH 44 3/4" SASH MAX.
WIDTH 45 5/8"
ELEVATION ELEVATION
UNIT MAX.
WIDTH 47 1/2"
ri rveTinti
AAX.
HT
16"
UNIT MAX.
WIDTH 143 1/2" UNIT MAX.
WIDTH 143 1/2"
SASH MAX. D.L.O. MAX. UNIT MAX.
5 5
WIDTH 69 3/4" WIDTH 41 1/4" — WIDTH 47 1/2"
D E
5 5
G"„ F D.L.O. MAX.
UNIT
b b
O O HEIGHT Ga, F D.L.O. MAX.
MAX. 5
551/16" 6 b "O" "O" "p" HEIGHT
HEIGHT "O" SASH MAX. UNIT
5
31 1/2"
711/2"
H HEIGHT MAX.
6 „
X"
69 3/4" HEIGHT
F«. G 711/2" H
b 6 SASH MAX.
X. HEIGHT
L-7— — I b b
B A
5 5
D.L.O. Max. snsH MAX.
ELEVATION B
WIDTH 65 1/4" WIDTH 44 3/4',
5
ELEVATION NOTE: QUALIFIES TWIN UNITS OF
EQUIVALENT OR LESSER PANEL
DIMENSIONS
wleoows•000Ra.
100 FOURTH AVE N NORTH
a YPORT. MN 55003-1096
PH; (651) 264 5150 M (651) 264-5485
mm
4
U7itp $
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LuIx
j m
m e
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g w HoZ M
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AW002!
IEET: 2 OF 9
UNIT MAX.
WIDTH 41 1/2"
01.0 MAX.
WIDTH 38"
D E
5 5
Gw F DLO. MAX.
HEIGHT
C 41 1/2"
UNIT
5
MAX.
HEIGHT
77112" rF--Y G
ELEVATION
ARCH TOP
4.0" FROM
CORNER (TYP.)
4.0" FROM
CORNER (TYP.)
UNIT MAX.
WIDTH 143 1/2"
PANEL MAX.
WIDTH 71 3/4"
D E
5 5
UNIT
MAX. H
HEIGHT "O" "O" 6
23 1/2"
T a FI FVATInN
I I%AIYJVIVI
NOTE: QUALIFIES ALL TRANSOM CONFIGURATIONS
OF EQUAL OR LESSER FIXED PANEL DIMENSIONS
INSTALLATION CLIP
AT END OF EACH INSTALLATION CLIP AT
INTEGRAL MULLION MIDSPAN FOR UNITS
WIDER THAN 10'
On n01. n0"
INSTALLATION CLIP AT / ^ " / 3.5" FROM
WIDDE ERTHAN10' AT END OF EACH INTEGRAL MULLION
L 3.
5"
MAX. O.C. TYP.) 3.
5"
FROM ALL r CORNERS (TYP.)
3.5"
MAX. O.C. (TYP.) ANCHOR LAYOUT —
NAIL FIN APPLIES TO
ALL CONFIGURATIONS I UN;
MA
HEIC-
95
UNIT
MAX.
WIDTH 41
1/2" 01.0
MAX. __I] WIDTH
38" ELEVATION ARCH
TOP
ilul wlaoows-
000as
100 FOURTH
AVE N NORTH BAYPORT. MN
55003-1096 PH: (651)
264-5150 FX:(651)264-5485 w m
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F M N N.
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16"
NOTE:
1.
ALL
MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS. 2. FOR
UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION REFER TO
SHEETS 8 & 9. ANCHOR SCHEDULE
HEAD/SILL
TAMS O.C. CORNER INSTALLATION QTY
PER SUBSTRATE ANCHOR TYPE EMBEDMENT EDGE
DISTANCE O.C. DISTANCE DISTANCE
TYPE LOCATION
IN.) IN.) DISTANCE IN.) IN.)
NAIL FIN
1 WOOD 8 WOOD ANCHOR 1.50 0.75 3.50 3.50 3.50 NAIL FIN
1 WOOD 8D COMMON NAIL 1.50 0.75 3.50 3.50 3.50 NAIL FIN
I METAL 08
SELF -
TAPPING SCREW 3 THREADS N/A 3.50 3.50 3.50 STUD v /
LU
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HEET:
3
OF 9
NOTE:
1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS.
2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION REFER TO SHEETS 8 & 9. 4.0" FROM
CORNER (TYP.) 3.5" FROM
CORNER (TYP.)
3.5" FROM
CORNER (TYP.) r
4.0" FROM
CORNER (TYP.) 3.5" FROM
O" ( CORNER (TYP.)
4.0" FROM
r1 CORNER(TYP.)
1.5"(TYPJ J
W. I r 1.0" (TYP.)
3.5" FROM
CORNER (TYP.) 'T}
4.0" FROM 7F- -T X
3.5" FROM
CORNER (TYP.)
CORNER (TYP.) ANCHOR LAYOUT I
THROUGH FRAME/
J-
INSTALLATION CLIP 4.0" FROM
ANCHOR LAYOUTCORNER (TYP.)
THROUGH FRAME/
INSTALLATION CLIP AT INSTALLATION CLIP
MID5PAN FOR UNITS
WIDER THAN 10'
INSTALLATION CLIP AT END
3.5" FROMOFEACHINTEGRALMULLIONIrCORNER (TYP.)
4.0" FROM
CORNER (TYP.)
0
1
i" (TYP.) J
r 1.0"
T
4.0" FROM J /
CORNER (TYP.) INSTALLATION CLIP AT MIDSPAN J
FOR UNITS WIDER THAN 10'
ANCHOR LAYOUT
THROUGH FRAME/
INSTALLATION CLIP
TYPJ
3.5" FROM
r CORNER (TYP.)
4.0" FROM j
CORNER (TYP.)
1
1.0" (TYP.)
1.5" (TYP.)
3.5" FROM
CORNER (TYP.)
4.0" FROM
CORNER (TYP.) ANCHOR LAYOUT
THROUGH FRAME/
INSTALLATION CLIP
INSTALLATION CLIP AT END
OF EACH INTEGRAL MULLION
L
4.0" FROM
CORNER (TYP.)
1.5" (TYP.) -
3.5" FROM
CORNER (TYP.) L
4.0" FROM r
INSTALLATION CLIP AT END
CORNER (TYP.)
OF EACH INTEGRAL MULLION
i
fflllmlllmll
3.5" FROM
SCORNER (TYP.)
TYPJ
3.5" FROM
CORNER (TYP.)
INSTALLATION CLIP AT END
OF EACH INTEGRAL MULLION
ANCHOR LAYOUT
THROUGH FRAME/
INSTALLATION CLIP
NOTE: 1) APPLIES TO TWIN UNITS OF EQUIVALENT OR LESSER PANEL
DIMENSIONS.
2) INSTALLATION CLIPS AT EACH END OF MULL ARE EXCLUDED FOR TWIN
UNITS 47-1/2" & NARROWER.
W INDOWS•DOORB
100 FOURTH AVE N NORTH
BAYPORT, MN 55003-1096
PH: (651) 2264-5150 FX: (651) 264-5485
G M
TT
O ZOH Uik yy 3
Q F N N a5 vim J
ixx OI
Q S m N N mWOfZQQZHV) LL
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AW002
4EET: 4 OF C
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
CONCRETE/ MASONRY
BY OTHERS —
2X WOOD BUCK
BY OTHERS
CAULK BETWEEN —
FIN & 2X
WOOD BUCK
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW
HEIGHT
EXTERIOR
1 EXTERIOR
O.A.
WINDOW
HEIGHT
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN
FIN & 2X WOOD BUCK
8 WOOD SCREW OR 81)
COMMON NAIL
INSTALLATION ANCHOR
CONCRETE/MASONRY
BY OTHERS
1 1/2" MIN.
EMBEDMENT CONCRETE/ MASONRY BY OTHERS
8 WOOD SCREW OR 81) CAULK BETWEEN
COMMON NAIL INSTALLATION CONCRETE/ MASONRY & IX
ANCHOR WOOD BUCK BY OTHERS
1X WOOD BUCK
3/4" MIN. BY OTHERS
EDGE DISTANCE
CAULK BETWEEN
FIN & IX
WOOD BUCK
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING EXTEI
DETAILI
5 VERTICAL SECTION
HEAD -zNWOOD FRAME
NAIL FIN VERTICAL SECTION
5 MEETING RAIL
SEE GLAZING
DETAIL
INTERIOR
1/4" MAX.
SHIM SPACE
MIN.
EDGE DISTANCE
2X WOOD BUCK BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
1 1/2" MIN. WOOD BUCK BY OTHERS
EMBEDMENT
VERTICAL SECTION
5 SILL - 2X WOOD FRAME
NAIL FIN
O.A.
WINDOW
HEIGHT 2
EXTERIOR
JR
CONCRETE/MASONRY
INSTALLATION ANCHORS.
SEE INSTALLATION NOTE 5,
SHEET 1.
2 1/2'. MIN.
EDGE DISTANCE
MIN.
EMBEDMENT
1.
1/4" MAX.
SHIM SPACE
1-3/4" MAX.
DISTANCE FROM
FRAME
INTERIOR
v C SEE GLAZING
DETAIL
VERTICAL SECTION
5 HEAD - 1X WOOD/CONCRETE/MASONRY
INSTALLATION CLIP
EXTERIOR SEE GLAZING
I NTERIORDETAIL1
4
O.A. WINDOW 1
1-3/4" MAX.
HEIGHT 2 \
DISTANCE FROM
FRAME
1/4" MAX.
SHIM SPACE
MIN.
EMBEDMENT
PERIMETER CAULK —
I.....,
BY OTHERS
PRECAST SILL
CONCRETE/MASONRY
BY OTHERS
INSTALLATION ANCHORS.
SEE INSTALLATION NOTE 5,
SHEET 1.
2 112" MIN.
EDGE DISTANCE
A) VERTICAL SECTION
SILL-CONCRETE/MASONRY
INSTALLATION CLIP
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SHIM SPACE
SHIM SPACE
CONCRETE/MASONRY
INSTALLATION ANCHORS.
SEE INSTALLATION NOTE 5,
METAL STUD FRAMING SHEET 1.
BY OTHERS
8 SELF -TAPPING SCREW
1
INTERIOR
INSTALLATION ANCHOR 3
SEE GLAZING INTERIOR 3
1
DETAIL 1
3 THREADS
BEYOND MET,ALISTRUCTURE 1 L= ON
SHEATHING
BY OTHERS
CAULK BETWEEN
FIN d SHEATHING 2 4
EXTERIOR FINISH EXTERIOR
BY OTHERS
PERIMETER CAULK O.A.
BY OTHERS
WINDOW —
WIDTH
HORIZONTAL SECTION
6 JAMB - METAL STUD FRAME
NAIL FIN
3/4" O.A. INSULATED GLA55
EXTERIOR INTERIOR
E GLAZING
DETAIL 1
EXTERIOR
TERIOR
4ZING
1
VERTICAL SECTION
A
6 INTEGRAL MULLION POST
1/2" MIN. GLASS kBITE
SILICONE BACK BEDDING
GLAZING DETAIL 1
NOTE:
GLA55 THICKNESS AND TYPE
MAY VARY PER ASTM E 1300-04
GLASS CHART REQUIREMENTS
MIN.
EMBEDMENT
CONCRETE/ MASONRY BY OTHERS
d. IX WOOD BUCK
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY S IX
WOOD BUCK BY OTHERS
2 112" MIN.
EDGE DISTANCE
EXTERIOR FINISH
O.A. BY OTHERS
WINDOW PERIMETER CAULK
WIDTH BY OTHERS
G HORIZONTAL SECTION
6 JAMB - 1X WOOD/CONCRETE/MASONRY
THROUGH FRAME
INTERIOR
HORIZONTAL SECTION
6 INTEGRAL MULLION POST
SEE GLAZING
DETAIL 1
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SHEET:
O FRAME
FIBREX
3.240"
1.
71 3.250"
OFIXED SASH STILE
FIBREX
1.240"
2.230"
3OOPERABLE SASH STILE O GLAZING BEAD
FIBREX 4 FIBREX
1.420"
1.750"
OOPERRABLEEX
SASH END CLIP
2.098"
0.459"
OINSTALLATION CLIP9304SS
4.962"
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1.500"
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0.894"
0.287"
OFIXED SASH MEETING RAIL
FIBREX
2.160"
1.420"
10 MULLION STIFFENER
ALUMINIUM 6063-T5
1.000"
2.500"
BILL OF MATERIAL
NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER
1 FRAME FIBREX ANDERSEN
2 FIXED SASH STILE FIBREX ANDERSEN
3 OPERABLE SASH STILE FIBREX ANDERSEN
4 GLAZING BEAD FIBREX ANDERSEN
5 OPERABLE SASH END CLIP FIBREX ANDERSEN
6 FIXED SASH MEETING RAIL FIBREX ANDERSEN
7 FIXED SASH REINFORCEMENT GALVANIZED STEEL ANDERSEN
8 INTEGRAL MULLION FIBREX ANDERSEN
9 INSTALLATION CLIP STAINLESS STEEL ANDERSEN
10 MULLION STIFFENER AL. 6063-T5 ANDERSEN
11 FIBGERGLASS MULLION FIBERGLASS ANDERSEN
12 MULLION TRIM VINYL ANDERSEN
13 MULLION GUSSET PLATE GALV. STEEL ANDERSEN El
OFIXED SASH REINFORCEMENT
GALVANIZED STEEL
1.210"
1.023"
11 FIBERGLASS MULLION
FIBERGLASS
3.250"
0.500"
0.031"J 13 FIBERGLASS MULLION GUSSET PLATE
GALV.STEEL
1.387" "
10.500" 1.250"
0 0 0 0
1.750" 1.125"
0 0 0 0 0
8.500"
OINTEGRAL MULLION8
FIBREX
12 MULLION TRIM
VINYL
1.391" POT
REF
0.433" POT
REF
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MULLION DP CHART 1
SPAN
IN.)
W
IN.)
NAILING
FLANGE UNITS
INTO WOOD OR
METALSTUD
FLANGELESS
UNITS
INTO WOOD OR
METALSTUD
FLANGELESS
UNITS INTO
CONCRETE/
MASONRY
Allowable
Design Pressure
Allowable
Design Pressure
Allowable
Design Pressure
36.0 40.0 40.0 40.0 40.0 40.0 40.0
48.0 40.0 40.0 40.0 40.0 35.6 35.6
60.0 52.0 40.0 40.0 40.0 40.0 32.9 32.9
56.0 40.0 40.0 40.0 40.0 30.5 30.5
60.0 40.0 40.0 40.0 40.0 28.5 28.5
36.0 40.0 40.0 40.0 40.0 40.0 40.0
48.0 40.0 40.0 40.0 40.0 32.4 32A
66.0 52.0 40.0 40.0 40.0 40.0 29.9 29.9
56.0 40.0 40.0 40.0 40.0 27.7 27.7
60.01 40.0 40.0 40.0 40.0 25.9 25.9
30.0 40.0 40.0 40.0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 39.6 39.6
48.0 40.0 40.0 40.0 40.0 29.7 29.7
72.0 5 l) 40.0 40.0 40.0 40.0 27.4 27.4
56.0 40.0 40.0 40.0 40.0 25.4 25.4
60.0 40.0 40.0 40.0 40.0 23.7 23.7
30.0 40.0 40.0 40.0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 36.5 36.5
48.0 40.0 40.0 40.0 40.0 27.4 27.4
78.0 52.0 38.3 40.0 1 38.3 38.3 25.3 25.3
56.0 37.0 40.0 1 37.0 37.0 23.5 23.5
60.0 36.0 40.0 36.0 36.0 21.9 21.9
30.0 40.0 40.0 40.0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 33.9 33.9
48.0 36.0 40.0 36.0 36.0 25.4 25.4
0 52.0 34.4 40.0 34.4 34.4 23.5 23.5
56.0 33.1 38.6 33.1 33.1 21.8 21.8
60.0 32.0 37.3 32.0 32.0 20.3 20.3
24.0 40.0 40.0 40.0 40.0 40.0 40.0
30.0 40.0 1 40.0 40.0 40.0 38.0 38.0
36.0 40.0 40.0 1 40.0 40.0 31.6 31.6
90.0 48.0 32.7 38.2 32.7 32.7 23.7 23.7
52.0 31.2 36.3 31.2 31.2 21.9 21.9
56.0 29.9 34.8 29.9 29.9 20.3 20.3
60.0 28.8 33.6 28.8 28.8 19.0 19.0
24.0 40.0 40.0 40.0 40.0 40.0 40.0
30.0 40.0 40.0 40.0 40.0 35.6 35.6
36.0 36. I40.0 36.9 36.9 29.7 29.7
96.0 48.0 30.0 1 35.0 1 30.0 30.0 22.3 22.3
52.0 28.1 32.8 28.1 28.5 20.5 20.5
51.0 26.6 31.0 26.6 27.2 19A 19.1
60.0 25.3 29.5 25.3 26.2 17.8 17.8
NOTE:
1) MULLION CHART 1 APPLIES TO ANY COMBINATION OF 100 SERIES UNIT -TO -UNIT FIBERGLASS
MULLION ASSEMBLIES OF SINGLE HUNG / GLIDING WINDOW / CASEMENT / AWNING /
PICTURE WINDOW FRAME TYPES IN TYP. COMBINATIONS AS SHOWN IN ELEVATIONS A & B.
2) DESIGN PRESSURES ARE READ IN PSF.
3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE
FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION.
4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF IT X 8' OR 8' X 12%
5) 1-WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS
WIDE OR 6 UNITS HIGH.
6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT
WINDOW UNITS WITH A TOTAL OF TWELVE (12) #8 X 1" PH SCREWS PER GUSSET PLATE.
7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS
SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/8.
8 SELF -TAPPING SCREWS
ALTERNATING, 10" O.C. MAX.
SEE GLAZING
DETAIL
I. TWO BEADS OF SILICONE
USED TO SEAL EXTERIOR PVC CAP
ORIZONTAL SECTION
MULLION ASSEMBLY TYP.
Tnwrei I Ar nNl ANCHORS, SEE GUSSET
I NOTES, SHEET 1.
K ISOMETRIC VIEW
8 GUSSET INSTALLATION, TYP.
DISTANCE
W
SPAN
Imo_ „A" ONyl _ „B"B.' ELEVATION
A TRIBUTARY
WIDTH = W = (A+8)/2 W
I
A„
i_ „S" -.i ELEVATION
B TRIBUTARY
WIDTH = W = (A+8)/2 UNIT -
TO -UNIT MULL OF INTEGRAL MULL UNITS w
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NOTE:
1) MULLION CHART 2 ONLY APPLIES TO 300 SERIES UNIT -TO -UNIT FIBERGLASS MULLION r- SPAN
ASSEMBLIES OF SINGLE HUNG WINDOW FRAME TYPES MULLED TO PICTURE WINDOW FRAME
TYPES, IN TYP. COMBINATIONS AS SHOWN IN ELEVATIONS C, D, & E. WINDOWS -DOORS
2) DESIGN PRESSURES ARE READ IN PSF. yri
IBAFOURTH 5 NNORTH3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE "A' BAYPORT, MN 55003-1096
FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION. PH: 16111264"5I50 FX. (651) 264 5485
4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF 12' X 8' OR 8' X 12'.
m
S) 1-WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS W
WIDE OR 6 UNITS HIGH. 3 u # S
6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT p HZ4 0 g
WINDOW UNITS WITH A TOTAL OF TWELVE (22) #8 X 1" PH SCREWS PER GUSSET PLATE. m m
7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS \' 3 - O
SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/8. `h ,= a M < vIL_
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SPAN
IN)
W
IN)
NG
FLANGE UNITS
INTO WOOD OR
METAL STUD
FLANGELESS
UNITS INTO
WOOD OR
METAL STUD
FLANGELESS
UNITS INTO
CONCRETE/
MASONRY
Allowable
Design Pressure
Allowable
Design Pressure
Allowable
Design Pressure
36.0 40.0 40.0 40.0 40.0 40.0 40.0
48.0 40.0 40.0 40.0 40.0 35.6 35.6
60.0 62.0 40.0 40.0 qp,0 40.0 32.9 32.9
56.0 40.0 40.0 40.0 40.0 30.5 30.5
60.0 40.0 40.0 40.0 40.0 28.6 28.6
36.0 40.0 40.0 q0.0 40.0 40.0 40.0
48.0 40.0 40.0 q0.0 40.0 32.4 32.4
66.0 52.0 40.0 40.0 q0.0 40.0 29.9 29.9
66.0 40.0 40.0 40.0 40.0 27.7 27.7
60.0 40.0 40.0 qp,0 40.0 26.9 25.9
30.0 40.0 40.0 40.0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 39.6 39.6
48.0 40.0 40.0 40.0 40.0 29.7 29.7
72.0 62.0 40.0 40.0 40.0 40.0 27.4 27.4
66.0 40.0 40.0 40.0 40.0 25.4 26.4
60.0 40.0 40.0 40.0 40.0 23.7 23.7
30.0 40.0 40.0 q0,0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 36.6 36.5
48.0 40.0 40.0 40.0 40.0 27.4 27.4
78.0 52.0 40.0 40.0 q0.0 40.0 26.3 25.3
56.0 40.0 40.0 3g,g 3g,g 23.6 23.5
60.0 40.0 40.0 37.3 37.3 21.9 21,9
30.0 40.0 40.0 40.0 40.0 40.0 40.0
36.0 40.0 40.0 40.0 40.0 33.9 33.9
48.0 40.0 40.0 q0,0 40.0 26.4 25.4
84.0 52.0 39.a 40.0 3g,g 3g,g 23.6 23.5
66.0 37.9 40.0 37.1 37.1 21.8 21.8
60.0 36.7 40.0 34.6 34.6 20.3 20.3
24.0 40.0 40.0 40.0 40.0 40.0 40.0
30.0 40.0 40.0 40.0 40.0 38.0 38.0
36.0 40.0 40.0 40.0 40.0 31.6 31.6
90.0 48.0 37.5 40.0 40.0 40.0 23.7 23.7
62.0 35.7 40.0 37.3 37.3 21.9 21.9
56.0 34.2 39.9 34.6 34.6 20.3 20.3
60.0 33.0 38.6 32.3 32.3 19.0 19.0
24.0 40.0 40.0 qp,0 40.0 40.0 40.0
30.0 40.0 40.0 40.0 40.0 35.6 36.6
36.0 40.0 40.0 40.0 40.0 29.7 29.7
96.0 48.0 34.4 40.0 35.3 37.8
52.0 32.6 38.1 33,2 3q,g
66.031.236.4 31.6 32.4 426, 60.030.035.030.0 30.3
2 SMARTSIOE"
BAIL NG PRaaucTS TRIM & SIDING
At the time of manufacture, siding meets or exceeds the per-
formance standards set forth in ICC-ES-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/t
ESR-1301.pdf or http://www.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 CONTACT WITH MASONRY,
CONCRETE, 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 breathable 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
Moisture control and water vapor control are critical elements
of proper housing design. Check your local building codes for
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 conditions exist, the building should be well ventilated to
allow it to dry prior to the application of the siding.
Siding must not be applied to green or crooked structural
framing members. Do not apply siding over rain -soaked or
buckled sheathing materials.
Gutters are recommended for control of roof water run off.
A properly installed breathable water -resistive barrier 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.
Application instructions (cont.)
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.
DO 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
i
LP Siding
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.
LP® 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.
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 minimum 6d (0.113 in. shank
diameter, 0.270 head diameter), hot -dipped galvanized nails
for 38 and 76 Series panels and minimum 8d (0.131 in. shank
diameter, 0.290 head diameter) for 190 Series panels. Do not
use electroplated fasteners. Refer to your local building code
to verify the minimum allowable fastener size.
Penetrate structural framing or wood structural panels and struc-
tural framing a minimum of 1-1/2 in.
For 38 Series panels, double nailing procedure meets wall
bracing requirements and S/16 in. shear wall design values.
1 in. from edge
Alignment bead
1/8 in. gap
Figure 1 1 , 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.
3/8 in. from edge
Alignment bead
1/8 in, gap
Nail
penetration
min. 1-1/2 in.
Figure 2
t 1 Single row of nails
Application instructions (cont.)
Shearvalues 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 installed on 16 in. O.C. framing
only. When installing on 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 1/8 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.
DO NOT INSTALL OVER ALIGNMENT BEAD. 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 prefinished surface.
Where siding butts window trim, door casings and masonry, etc. leave
a 3/16 in. gap and seal.
CONDITION
Snug
Flush
Visible fiber
Countersunk'/,.- /e IN._
Countersunk more
than'/a in.
Insulated Sheathings I ''`
LP SmartSide Sidings may be installed over low -compression rigid 4 in. min. vertical
foam or exterior gypsum. The following precautions must be followed: flashing
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. (25.4 mm), a minimum
1-1/2 in. (38.1 mm) thick by 3-1/2 in. (88.9 mm) wide vertical strap-
ping or furring strip must be installed over the sheathing to provide
a solid, level nailing base for the siding. The strapping must be
securely fastened to structural framing spaced no greater than 16
in. O.C. (406 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
condition arising from the use of rigid foam or exterior gypsum.
Nail 3/8 in.
from edge
12 in. max.
field nailing
6 in. max.
K perimeter
6 in. max. ro a ". § `. nailing
perimeter nailing
Do not let panel V ''T 6 in. min. ground
contact masonry clearance
Foundation
Figure 3
1 in. min.
clearance from
roofing
CORRECTION
OK
OK
Paint
Apply sealant
Apply sealant and
re -nail
Figure 4
m
Prime and paint
bottom drip
edges
HORIZONTAL WALL JOINTS
BUTT & FLASH LAP
VSiding
Siding Blocking
min.I ainghP
1 in. minedpaLpppaneloverlagwithoverbottom
4 in. vertical leg panel
Figure SA Figure SB
LAPPED HORIZONTAL WALL JOINT
Siding
Framing (band joist,
truss chord, etc.)
1 in. min. Wall Framing
overlap
Figure SC
HORIZONTAL BELTLINE JOINTS
For multi -story buildings, make provisions at horizontal joints for
setting" shrinkage of framing, especially when applying siding
directly to studs.
Siding (4 ft. x 8 ft.)
BAND BOARD OVER
PANEL FILLER
Extend k
siding s
below
sill plate\
Min. 1/8 in. or /
flashing between
siding and
masonry.
Figure 7A
Interior Finish
Space window/door per/
manufacturer's instruction
Figure 6
Figure 9 AT „ .:a
Scant face width
3/8 in. gap 1/8 in. gap
Sloped flashing with
4 in. vertical leg SPACE JOINT 1/8 1N. f'
2 in. x 10 in. Refer to nailing instructions
1/g in. gapbandboard
Filler Board
Siding (4 ft. x 8 ft.) LP panel sidings are accepted by the State of California as category
8140- Exteriorwall 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 fire caulk, nominal
1/4"bead) in the vertical joint and nailing pattern of 3" OC perimeter
nailing/8" OC field nailing. Look for the California State Fire Marshal
Office label on our siding.
OR
Sill plate
Flashing
i
t
Masonrl
foundatit
Figure 8
The Louisiana-Pacific Corporation ("LP") LP SmartSideSiding (the
Products") limited warranty (the "Warranty") applies only to
structures on which the Products have been applied, finished and
maintained in accordance with the published application, finishing
and maintenance instructions in effect at the time of application.
The failure to follow such application, finishing or maintenance
instructions will void the Warranty as to the portion of the Products
affected by the variance (the 'Affected Products").
LP assumes no liabilityfor any loss or damage sustained bythe
Affected Products and is expressly released by the purchaser or owner
from any such loss or liability.
Any modification of the Warranty's application, finishing or
Figure 7B 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.
Siding
Code Approved Breathable
Water -Resistive Barrier
3/8 in. gap
Sloped flashing with
4 in. vertical leg
Trim
Nail fin
do not damage)
For a copy of the warranty or for installation and technical support, visit the
LP SmartSide product support Web site at:
www.lpsmartside.com
or for additional support call 800-4S0-6106.
WARRANTY REMEDIES ARE NOT AVAILABLE IF
REQUIREMENTS ARE NOT FOLLOWED.
Cal. Prop 6S Warning: Use of this product may result in
exposure to wood dust, known to the State of California
to cause cancer.
SMARTSIOE"
TRIM 5 SIDING
02014 Louisiana-Pacific Corporation. All rights reserved. LP, SmartSide, SilverTech and SmartFinish
are registered trademarks of Louisiana-Pacific Corporation. Printed in U.S.A.
NOTE: Louisiana-Pacific Corporation periodically updates and revises its product information.
To verify that this version is current, call 800-450-6106.
LPZ80512 1114
Figure 10
6 in.
ohni
bottom course ide;tall
Figure 10E
6
alternate inside corner details
Gap 3/16 in.
Gap 3/16 in. and seal 1 11 and seal —
Shiplap Edge Panel
panN joint
Figure 100
Vapor Retarder
if requiied
byrode
caulk
Figure 10B
Breathable
water-resistant
barrier
6 in. minimum
ground clearance
Figure 10C