118 Spreading Oak Ct - BR17-003174 - WINDOWS DOORb . CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATIONyq'i
Application No:
Documented Construction Value: $
Job Address: r rrP ` h5 Gi C - Historic District: Yes No. a
Parcel ID: G Z- zo-30 -- S- - 0 0 - 01,00 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use. moveEl
Description of Work: P (G Ce C," n U c iS l S ( ( S ie (a (_
Plan Review Contact Person: 4 t -e a S Title:
Phone: 40 %-1-46 Fax: Zld %- j(e 2 Email: ,
Property Owner Information
r/ > ` Name Lf,/l.C iyli/ll i Phone: /o7- } %0 Ya 63 Street:
Resident of property? City,
State Zip: r( 32775 Contractor
Information Name ('
Ai dUMy 6161 Phone: Wo 7 " 'Ko `G&'7(-i rr7
Street:
3w 6.1.kr Z da Fax: 4jo City,
State Zip: _ 0(-(6"(/(0 State License No.: CGC ITI qF os- Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Address:
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, Ile furnaces, boilers, heaters, tanks, and air conditioners, etc. D FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
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 ofthe property of the requirements ofFlorida 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 ofOwner/Agent
Owner/Agent's Name
Date
Signature ofNotary -State ofFlorida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature ofContractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State ofFlorida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: _ UTILITIES:
ENGINEERING: FIRE:
1 -UT IU__ KM
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised. June 30, 2015 Permit Application
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
tiork 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.
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.
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.
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. A copy of the executed contract is required. in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
f(w" ge" Date S ignatpof ContrdctorlpkgcnDate Print 0
kn ent's Na-il Print Contract Agent's e s ?~cameenIt"
P
Signat
reofTate41T-orida DateSignature, of`Notary:State ff- ft JENNIFER MIASON
ly P-9
N6' e of Flor da V JENNIFER; f,,',,,,
ASCN Notary Public - Stat - FF 936560
Commission MyComm.
Notary Public -State of Florida Expires f1ay 27, 2018 A4 ExCommission4FF936560J> My Comm. Expires May 27, 2018;1) 3u,nert'
Agent;lis:;=,.—=,Personally --.Kn-o,At'n toMe or Contractor/Agent is Personally Known to Me or Produced I
D Type of ID Produced ID _ Type of[D APPROVALS: ZONING:
UTILITIES: WASTE WATER: ENGINEERING: FIRE:
BUILDING:C-' --Q— COMMENTS: Rev
11.
08
Page 1 of 2I SCPA Parcel View: 02-20-30-509-0000-0100
Property Record Card
Parcel: 02-20-30-509-0000-0100
Owner: BOWLING LINDA
fitiMMKhI= (Yk.1NlV, L`(piOA Property Address: 118 SPREADING OAK CT SANFORD, FL 32773
Parcel Information }Value Summary
Parcel 02-20-30-509-0000-0100
Owner BOWLING LINDA 1
Property Address 118 SPREADING OAK CT SANFORD, FL 32773— —
Mailing 118 SPREADING OAK CT SANFORD, FL 32773-
Subdivision Name HIDDEN LAKE VILLAS, PH 1
Tax District S1-SANFORD ....................................
DOR Use Code 0103-TOWNHOME
Exemptions
Legal Description
LOT 10--
HIDDEN LAKE VILLAS PH 1
PB 26 PGS 99 TO 101
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 87,833 0 87 833
Schools 87,833 0 87,833
City Sanford 87,833 0 87 833
SJWM(Saint Johns Water Management) 87,833 0 87,833
County Bonds 87,833 0 87,833
Sales
Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 6/1/2017 OP941 066 120,000 ! Yes Improved
WARRANTY DEED 6/1/2001 04109 0641 56 000 Yes Improved
WARRANTY DEED 3/1/1997 03207 1411 53000 Yes Improved
WARRANTY DEED 4/1/1993 O257i 1446 100 No Improved
WARRANTY DEED 1/1/1988 01920 1731 55,800 : Yes Improved
QUIT CLAIM DEED 10/1/1986 01786 1037 100 No Improved i
1y......... ... .............. .......... ..,... ... ...
WARRANTY DEED 7/1/1984 01565 i 1134 53,000 Yes Improved
Find Comparable Sales y
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 1 0.00 1 $20,000 00 20,000
Building Information
http://parceIdetai1.scpafl.org/ParcelDetaillnfo.aspx?PID=O2203050900000100 10/26/2017
Simply the Best for Less"
3882 Center Loop, Orlando, FL 32808
407) 389-1400. 1-800-NEXT WINDOW - (407) 389-1402 Fax
windowworldorlando.com / CGC 1614205
Name: (P ` 0Lj1,rkPhone(H): Install
City,
DOUBLE
HUNG Series
4000 DH Insulated 101UI 189 1 Series
4000 DH Insulated 102-114UI 240 7412 Series
4000 DH Insulated over 114UI 340 Series.
5000.131-1 Insulated 114UI 275 Series
6000 DH Insulated over 114U1 375 Half
Screens Full
Screens 20
40
Solar
Zone Elite Low-E Glass/Argon 109 Grids
Other ColonialGrids
49 Contoured Grids
59" Beige Color
69 Wood Grain,
Interior (4000 or 6000) 95 Architectural Exterior
Color 159 Phone (W)•
Phone (other):
Ll Q -7- 21 Q r+ G,05 SLIDER / SPECIALTY &
FIXED GLASS 2 Lite
Slider Insulated 2 Lite
Slider Insulated < 90 UI 3 Lite
Slider Insulated > 121 UI 3 Lite
Slider Insulated < 121 UI Fixed Glass
Insulated Colonial Grids <
90 UI Colonial Grids >
90 UI Grids Other
Solar Zone
Elite Low-E / Argon Almond Color
Half Screens
Full Screens
Tint GrayBronze
369 259
649
449
339
89
99
129
69
20
40
59
IMPACT
WINDOWS /
DOORS Single Hung $
PATIO DOOR5
Vinyl Sliding
Patio Door 5' x 6' 8" 3' Rail $ 975 r 3"
Rail $
1025 T Double - Hung
Vinyl Sliding Patio Door 6' x 6' 8" 2 & 3
lite slider Vinyl Sliding Patio Door 8' x 6' 8" 5" Rail $1542 Fixed Glass
Vinyl Sliding Patio Door 9' x 6' 8" 3' Rail $ 1730 Sliding Patio
Door Vinyl Sliding Patio Door 12' x 6' 8" 5' Rail $ 2595 Vinyl Sliding
Patio Door 5' x 8' 3" Rail $ 1450 Vinyl Sliding
Patio Door 6' x 8' 3" Rail $ 1835 MISCELLANEOUS CustomExterior
Cap & Wrap Installation/Trim
Packs 65 66 Vinyl
Sliding
Patio Door 8' x 8' 3" Rail $ 2375 Vinyl Sliding
Patio Door 9' x 8' 3' Rail $ 2977 Vinyl Sliding
Patio Door 12' x 8' 3" Rail $ 3375 Mull toFormMulti -Unit Tempered DH
Sash (BSO) (TSO) 40 Screen Sliding Door ' $ 75 Tempered (Fixed
Units) $ 9/Sq. Ft. Obscured Glass $
49 79 Grids
Patio
Door $ 185 Solar Zone
Elite,Low !Argon $ 209 73"i 350 S
Lead AbatementProcedure1x
4 PT Buck (Volusia Only) 40 Removal & Install
Custom Exterior
Trim $ 129 Code Compliant
Plywood Services>101 UI Code Compliant
Plywood Services < 1011.11 85 65
Beige
Color $
225 Aph itectural
ExteriorColor $ 429 SO Lead
AbatementProcedureSliding169CIOCCodeCompliant
Plywood Sliding Blinds 5'- $675 6' - $850 8'- $975 9' - $1225 12' - $1500 Customer agrees
to make themselves available to the city and/or county inspectors for a final inspection NO EXTRA
WORK IF NOT IN WRITING 1— St. Jude's Donation $ Extra Labor $
Setup & Disposal
Fee $ $ 100.00 Permit & Fees $ $
259.00 Total Amount $ ( /
Custom Order
Deposit 50% $ CK# Balance Paid
to Insaller upon Completion $ CHECK RETURN
FEE $59 Received plywood
code (Volusia) Buyer agrees that he has read and understands all terms and conditions on front and back
of this contract and agrees to every term and condition. Please see
re a for add' rms & conditions Salesman Date
Owner Date WhiteCopy - Original `
Yellow Copy - Customer 6-17
THIS IN"
Address: iJ
NOTICE OF COMMENCEMENT
Perrntt Number.
ParceIIDNumber Y)-{)0.00-1 U J
C:1..:i-..:r°:.-.,`_.r;7:f1:;,i:} C:r}l i=;f & i::(}r f''i't;:i}l.i_i:a:
ii.i...,:CF,,.l1 .'-I,] FLEE`! it'
VOr The
undersigned hereby gives notice that improvement win be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following Information is provided in this Notice of Commencement1.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) r . i : 4-- 2.
GENERAL DESCRIPTION OF IMPR07MENT: cl
caw rC 0 V5, C_Q_ vJzf:' 3.
OWNER INFORMATiSEE INFORMATION TION ORLESSEEIFTHE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and
address:_ \,L1 Cy b " - Interest in
property: Fee Simple
Tide HoWer Qf other than owner listed above) Name: r _ Address:
j
4.
CONTRACTOR: VVV ___ Name:
LVL i ` uv") "` `f Phone Number:
1-f Cci 1-1 i CtJ Address: .1
Y tC- -Y), S. SURETY (
If applicable, a copy of the payment bond is attached): Name: Phone
Number. Address: Amount
of Bond: S. LENDER:
Name: Phone
Number. Address: 7.
Persons
within the State of Florida Designated by Owner upon whom notice or other documents maybe served asprovidedbySection713.13(1 Na)7., Fkwkie Statutes. Name: Phone
Number. Address: In
addition
to himself or herself, Owner designates Of to receive
a copy of the LienoesNotice as provided in Section 713.13(1)(b), Florida Statutes. Phone number
of person or entity designated by owner; 9. Expiration
Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different dataIsspecified) WAWN:G
TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IFYOUINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties
of perjury, I declare that I have read the foregoing and that the facts stated in it are true to thebestmyknowledgeandbelief. Pu Eed
or OwrrYa v Lessee's Tr" Name and NVAde s Tideofr*e) State of
County of The foregoing
instrument was acknowledged before no this 1 -1-day'1 C - ( by `-"c
i•Ql- Who is
personally known to me Name ofPersonMingsta "&t OR who
has produced ideneftkatlon type of IdentiHcadoy'n rod t
L i i t'
I 1 s'
i?IIP: L
SI=AL 5 i!'. fl V GO `C'- r,."":a -^ct My t Dtlli}
F I i ;!F,NdaryySlgvWre
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 10/31/17
I hereby name and appoint: Jorge Torres
an agent Of. Window world
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):
The specific permit and application for work located at:
118 SPREADING OAKS COURT, SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power ofAttorney:
License Holder Name: VIcHAEL TILLMNN
State License Number
Signature of License Y
STATE OF FLO _ IDA
COUNTY OF
The or inst u ent was acknowledged before me this day of Q ,
by wlonally known20( 11
to me or who das produced as
identification and who did (did not) take an oath.
Signature
Notary Seal)
Print or type name
JENNIFER MASON . Notary PUb11C -State Of
0"1`'JM Notary Public State of Flo ida Commission No.
qw Commiss u Fr s3s5ea My Commission Expires: My Comm. Expires May 27, 2.01 £ N
Rev. 08.12)
Page 1 of 1
RECORD COPY
IParcel: 02-20.30.5030000.0100 Building No.: 1 Page No: 1
27
I
fIEVIEWED pORCODE
t PLANS EXAM
il, I-1 i
GRIP 24
264 sf
s.hlnAp. S..h
36
tj
31617 y IV\
BASE
956 sf
38
A PERMIT ISSUED SHALL BE CONSTRUED
LICENSE TO PROCEED WITH THE WC
AUTHORITY TO VIOLATE, CANCEL,
ASIDE ANY OF THE PROVISIONS OF
d CODES,VENT
THE BUILDING OFFICIAL FROM I
REQUIRING A CORRECTION OF
CONSTRUCTION OR VIOLATIONS
TO BE A
RK AND NOT AS
4LTER OR SET
rHE TECHNICAL
HEREAFTER
IORS IN PLANS,
F THIS CODE
d t3f] 4
8 Is
Mtn //narralrlatail crr afl nra/PnntrnintPaaP acnsr?PTT"=n77n-10S0000000100kRT.TX`TN0--1--- 10/6/7017
WINDOW MEASUREMENT ORDER FORM
NAME: LINDA BOWLING 1# OF STORIES: 1 IMEASURED BY: CHAD HAHN DATE: 10-6-17
TYPE OF CONSTRUCTION: ITYPE OF WINDOWS: 1# OF WINDOWS: 7
SIZE (WXH) MODEL' LEG OBSCURED TEMP GRID MULL FS RM LOC
1 DH Y FRONT
2 DH X 2 X Y FRONT RIGHT
3 DH X 2 X Y BACK RIGHT
4 DH X 2 X Y BACK LEFT
5 SGD Y I LEFT-LIV RM
6
7
8
11
12
13
14 -
15
16
17
18
19
20
21
001111111
INSTALLERS NOTES:
DRAWING
SCREWED IN STUCCO BRICK
OTHER
City of Sanford
kBuilding and Fire Preventiol
Product Approval Specification Form
Permit #
Project Location Address 118 SPREADING OAKS COURT
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.floridabuildin.g.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 AMI 6400 12323.26
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hung AMI 3001 11720.13
Fixed
Awning
Pass Through
Projected
Mullions AMI MULL 12078.1
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
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
Applicant's Name
Please Print)
M\ C Ac-e ( -T-vVV tfV,,-,
June 2014 3
8(MO15 Florida Buiidirl13 rode online
i..
i +fax:.!"?' •.'
r.
1<''`..
y.
rriia; rfJf prj(d SCIS Hone Log In ! User Registration Hot Tao,ci Submit Surcharge Stats S Facts i nutjOications . FBC Staff BCIS Site Map - Links I Search
usines f`
ProfessiNM Productq'Ousen: Regulation
lard] > e2QJTaU2r, t est > Aaol,CiIUnn t'(—,i, > Apptlertkin O*tai
FL u FL11720-RI3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Associated Materials Inc.
3773 State Road
Cuyahoga Falls, OH 44223
330) 922-2108
mfernbaugh@alside.com
Vivian Wright
rickw@rwbldgconsultants.com
Category Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan J. king, P.E.
I Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FtL17,10 R13 COI CERTIF CATE ufIN_ D1PF.N FNCE,odf SStllldard
ANSI/
AAMA/NWWDA 101/I.S.2/A440 ASTM
E1886 ASTM
E1996 Year
2008
2005
2005
rMplffloridabulding.
orgtprlpr_app a.aspx9pwam=wGF-VXC wMOqzHEnMXJwex6YQ03Fa%2b13SOIaGAckV7zdYgeBJmVX8MRg%3dalo3d 114
6I9pr2015 - Florida Building Code OiYine
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated fw/26/2015
Date Pending FBC Approval 04/29/2015
Date Approved 06/22/2015
Summary of Products
FL # I Mlodel, Number or Name f Description
11720.1 Ia. Model 0201 Extruded Vinyl Double Hung Window "Non -Impact"
Limits au.. Installation Instructions
Approved for use In HVHZ: No k FL11720 R13 Il iNST 11720. LoafApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A I Evaluation Ruports
Other. See INST 11720.1 for Design Pressure Ratings, any I FL11720 Ri j AE EVAL 11720, i.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
II
11720.2 b. Model 0301 F Extruded Vinyl Double Hung Window with Nail fin - "Non-
Impact-------
j
Limits of Use Installation Instructions
Approved for use In HVHZ: No F111Z2iLRl i i1 LILT 11720.2.odf
I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
j Impact Resistant: No i Created by Independent Third Party: Yes
i Design Pressure: N/A Evaluation Reports
I Other: See INST 11720.2 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.2.odf ,
I additional use limitations, installation instructions and product Created by Independent Third Party: Yes
j particulars.
11720.3 c_MOdel 04011172 Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use Installation Instructions
Approved for use In HVHZ: No 11111720 R13-,11 INST Product Offeiinn .udt
j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 J
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports ;
j Other: See INST 11720.3 for Design Pressure Ratings, any FL11720 R13 AE EVAL Product Offering .odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. i
j 11720.4 tf Model 0501 Extruded Vinyl Double Hung Window - "Non -impact";
j limits of Use Installation Instructions
j Approved for use In HVHZ: No FL11720 R13 Il INST 11720.4 pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes I
Design Pressure: N/A Evaluation Reports
Other: See INST 11720.4 for Design Pressure Ratings, any FL11720 RL3 AE EVAL 11720.4odt additional
use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars.
I 11720.
5 a Model 0501 HP j Extruded Vinyl Double Hung Window Non -Impact" j Limits
of Use Installation Instructions Approved
for Use In HVHZ: No j F 11J D Rill II INST 11720.5.odf i Approved
for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes J Design
Pressure: N/A Evaluation Reports J I
Other. See INST 11720.5 for Design Pressure Ratings, any additional
use limitations, installation instructions and product; I
FLi 1770 R13 AE EVAL 11720.5.odf Created
by Independent Third Party: Yes particulars.
11720.
6 1. Model 0601/0601HP I Extruded Vinyl Double Hung Window - "Non -Impact" i UmitsofUse — - -- - - - -- - --- Installation Instructions j
Approved for use In HVHZ: No rl 17720 R11 II INST_11720.6.odf Approved
for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A i Evaluation Reports 1
Other: See INST 11720.6 for Design Pressure Ratings, any FL11720 R13 AE EVAL 1724 6.2df J additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
i Nop-
lJlloridabolding.orgipr/pr_app_dli.aspx?param=wGEVXQwtD(wHErIMXJwex6YQ03F%2b13SOiaGAckV7zdYgeBJmVX8MRg%3d%3d 2/4
j rr Florida Eiuildi ng rode Online
11720.7 g. Model 8001 Fxtruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use installation Instructions
Approved for use in HVHZ: No FL11720 R13 Il INST 11720.7.odf j
Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports i
Other, See INST 11720.7 for Design Pressure Ratings, any FL1i720 R13 AE EVAL 11720.7-odf I
i additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. I
11720.8 h. Model 9007 Extruded Vinyl Double Hung Window "Non -impact" -- {
Limits of Use Installation Instructions—
Approved for use In HVHZ: No fl 11720 R13 11 INST 11720.8.odf
i Approved for use outside HVHZ: Yes
Impact Resistant: No
i Verified By: Lyndon F. Schmidt, P.E. 43409
j Created by Independent Third Party: Yes
j Design Pressure: N/A Evaluation Reports '
other. See INST 11720.8 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
11720.9 , Model "i" 201 / i 201HP I Extruded Vinyl Tilt Double Hung Window Non -impact
i umYn of Use InstallationInstructions
i Approved for use In HVHZ- NoiApprovedforuseoutsideHVHZ Yes
1tionEit II INST 117•'0 4 f/
Verified By: Lyndon F. Schmidt, P-E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 11720.9 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
11720.10 I L Model "i" 201 Extruded Vinyl "Tilt" Double Hung Window "Impact I
omits of Use --- -------Installation Instructions
Approved for use In MVHZ: No FL11720 R13 II INST 11720.10.odf
Approved for use outside, HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Indepervlent Third Party: Yes
Design Pressure: N/A Evaluation Reports
i Other: See INST 11720.10 for Design Pressure Ratings, any FL11720 R13 AE EVAI, 11720.10.odf
additionaluse limitations, installation instructions and product Created by Independent Third Party: Yes
j partic
11720 11 T1k.Model V101 Extruded Vinyl Double Hung Window with Nail Fin "Non -
I I Impact"
Limits of Use. -
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No -
Design Pressure: N/A
Other, See INST 11720,11 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
I. Model V121 / V131
j Limits of Use
i Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
i Design Pressure: N/A
I Other. See INST 11720.12 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product
particulars.
11720.13 m, Model 3001 / 3B01 / 3A01 !
k 3AB3
i Limits of Use
Approved for use In HVHZ: No
I Approved for use outside HVHZ: Yes
Impact Resistant: No
j Design Pressure: N/A
other See INST 11720.13 for Design Pressure Ratings, any
I additional use limitations, installation instructions and product
particulars.
Installation Instructions
E1 117 n R13 INST 11720.11.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes i
Evaluation Reports
FFU1720 R13 AE EVAL 11720.I1.odf
Created by Independent Third Party: Yes
I
Extruded Vinyl Triple Double Hung Window with Integral
Mullion and Nail Fin - "Non -Impact" I
Installation Instructions
Ft 11720 R13 II INST 11720 12. odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL11720 R13 AE EVAL 11720.12.Ddf
Created by Independent Third Party: Yes
Extruded Vinyl Double Hung Window - "Nan -Impact" utilizing
the "Sm-Sm" Sash
Installation Instructions
FL11720 R13 11 INST 11720.13•udf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
11720.14 I n. Model 3001 / 3601 / 3A01 / 3A81 Extruded Vinyl Double Hung Window
v—
i the 'Sm-Med" Sash
umitn ofuse Installation Instructions
Non -impact" utilizing -
MolgtridabUldng-orglpr/pr_app_dd.aspx-tpwam=wt3EVXQMDguzHEnMXjwexBY003F%2bl3SOlaGACkV7zdYgeSJmVXBMRg%3d%3d 314 _
fif3iY2015 Florida Widina Code Online
Approved for use In HVHZ: No FL11720 R13 11 INST 11Z20,14.ouf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No j Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See,INST 11720.14 for Design Pressure Ratings, any ! FL11720 R13 AE EVAL 11/20.14.di
additional use limitations, installation instructions and product) Created by Independent Third Party: Yes j
particulars. II
11720.15 1 o. Model -1- 301 / "I" 301HP.
PP Flj1720
Extruded Vinyl "Tilt" Double Hung Window - "Non -Impact"
t limits of Use Installation instructions j
Approved for use In HVHZ: No FL11720 R13 II INST 11720.15.Ddf j
Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 i
j impact Resistant: No j Created by Independent Third Party: Yes 1
Design Pressure: N/A Evaluation Reports j
Other. See INST 11720.15 for Design Pressure Ratings, any F111720 R13 AF EVAL11720.15.ndf
j additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
111720.16 p. Model "1" 301 — ~Extruded Vinyl Double Hung Window with Nail Fin - "Impact"
Limits of Use
I
I Installation Instructions j
Approved for use in HVHZ: No FL11720 R13 II INST 11720.16.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F_ Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reporta
j Other. See INST 11720.16 for Design Pressure Ratings, any FL11720 R13 AF EVAL 11720 16 oef i
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
11720.17 q. Model 0601 HP Extruded Vinyl Double Hung Window "Non -Impact"
j Limits of use Installation Instructions jiArovedforuseInHVHZ• No 1R3 II INST 11720 17 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, A.E. 43409
1 Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
i Other. See INST 11720.17 for Design Pressure Ratings, any FL11720 R13 At EVAL 11720,17.Ddf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
Contact lJs ;; 1940 North Monroe St .,. Tallahassee FL ro 39 Phone: 850-487-1824 The
State of Florida is an AA/EEO employer. SpgYnQht 2007-2013 State of Florida.:: PriivacK 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 reduest, do not send electronic mad
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1345. 'pursuant to Section 455.
275(1), Flonds Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an small address If they have one.
The emalls provided may be used for official communication with the licensee. However email addresses are public mcord. if you do notwishto 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.
5„ please chck,DIM. , Product Approval
Accepts: PLYtrilv"i, ,
lr A'•" r r
hOPl/Ooridabuiding.
orWipr_aPp dO.aspx?pararn=wGEVXOwiDgMHEnMXJwexRY00:3F%2b13SOIaGAckV7zdYgei3JmVXBMRg%3d%3d 414 N
ASSMATED MATERIALS
1 N C r R v A It < IE 0 3773
STATE ROAD CUYAHOGA
FALLS, OH 44223 MODEL
3001/3001/3A01/3AB 1 EXTRUDED
VINYL DOUBLE
HUNG WINDOW Sm-
Sm" Sash NON -
IMPACT, GENEI?
AL NOTFS 1.
This product has been eyalvated and is in comptiance with the 5th cditien 2C
14( Florida 3vi`.ding Code (F6Cj structural requirements exC1.'ding tre 1*
gg!I Valoci K.M--One iOqs'' (HVH2). 2.
Product anch , shall be a fisted and spaced as shown ondetal Ao^"+il errbrdment'
o base material shar be beyond wcw dressing a stucco. 3
When uied in area requiring,Vind tome aebris protection this rroduct is required
to be Protected with an impact resistcnt covering that comOes 01f-. Sn• i i157?.1.2 or th-a FBC. 4•
For 2x stud fran: ng constnicfion. anchoring of these units shall be the same as
that shoe-n for 2x buck masonry construction, Site
Condilions that deviate from the detals of this drawing require forth'ar emineering
anOly is by a licensed engineer or r3gistered architect. TABLE
OF CON'llT
SNEER
11FSCRIPTON t _
typtot-- elee-vrolaedgn pressrat 89nnerd notes - 2
Hor@onloi crop srxtiorn 3
Vert -cog cross lie lgns--- lrk
ame^m5c eanagyPt.1 OVAIill
DIMENSK7N-
MAX.
D.
LO-
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D.
LO.
BOTTOM) GLASS
TM
DESIGN
RESSURf (
M P05MVE NEGATIVE
35.T
X e0.0' 29.17' X 25.76' 30.1r X s75' GI 50.0 60.0 3!.0"
X 72 0' 29.12' X 31.75" 33.12" X 32,77 G 1 o55.0 U'a, .
79.7' 29.17• X 34 73 30.12" X 3575' GI 45.0 45.0 440' x
750- 37.12" X 33.2r 30.12 X 4.25' vGI 35.0 35.0 52.0r'
x 42.11ir 45.Ir X 24.7r 44.17• X 2'.75" GI 35.0 35.0 43.7"
x 84Z 41.12" X 37.: r 42.12" + 38.7r GI 30.0 30.0 44 7'
x 94 0" 37.12- X 43 7r 33.12" X 4475 GI ` 25.0 25.0 52.0'
x 96-T 4SAr X 751 46.17 X 411.75` G! 20.0 20.0 nt N.
J.S. JK w.
LFS
Iwt r0.
rL-11720.
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or
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A X ' +10r,: Vwm ANht30e.1 mat pwwo<ea mi:
1-1/4- Mit-I. _3 wean ft-0 w ro,+n.o Me.eee of
t Emil.r m.b. Mm.Mh S/t m", edge dttto•.ee.
1 C 1 tMIOR r
G 1 `li' -- ExtEoloa (la 18 12
ERIOR K 16 18
2 HORIZONTAL CROSS SECTION
E
EXT
3 HORIZONTAL CROSS SECTION HORIZONTALCROSS SECWN
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3 l Cplr4%G! mMO• 'sl
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7 VERMAt CROSS S_ECRON
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R
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XBUCK
MASONRY
OPENING i
Pn. E
EXTERIOR RI ERIOi R`TERIOR EX;EtIORTEACIFTRACKTRACK
RUCK ANCHORING WA FRAM_ ANCHORING
2x Ruck)
CONCRETE ANCHOR NOTES: -
1. Concrete anchor locations at the comers may be oc"ed to maintain the min.
edge distance to matarjoinls.
2. Concrete anchorlocations noted <='MAX. ONCENMR- must be adjusted to
ma,htain the min. edge distance to mortar joints, odd honal concrete anchors
maybe requv9d to ensure the -MAX_ ON CENTEr dkv%%rMon areriot exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
EDGE ANCHOR
INITC O 1/1' 1-1/A' r r
ELCO 1/1' 1.1/P 1. ULTIIACON
I
1VU1A1,1LK[n IMIALL1111JN NLl1O:
f. Maritoin aminimum 5ff edge distance, V end distance. 6 t' o.c. spacing of
wood screws toprevent the spitting of wood.
sr,if
off il
H Ix 81TCK J
fit a
RAME
OIRfC110
MASONRYSm
4
n
K
ix SUCK nP. u2
0
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MASONRY
OPENWG'\ Z m x
W y
j
Q YO
Ka
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o
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i x Buck Direct to Masonty, Steel Studl
Surf. N. T.S
ow. er Jx
C. r. LFS
oernwa w<
F1-11120.14
Sias -L or -L i
NLL OF MATERIALS
am t a[scRslaPF 11AIEeA1
A IX SUCK SG >= 0.42 WOOD
B 2X BUCK SG >• 0.42 WOOD
C- 1/4• MAX. SHIM SPACE
D 1J4• X 2-3/4- PrH ELCO OR OW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F 110 X 2-1 /TPFH WOOD SCREW STEEL
G 1 /,r' x 2.3/4' PFH ELCO OR IIW CONCRETE SCREW STEEL
H 1 /4 X 3.1!4' PFH aco OR ITW CONCRETE SCREW STEEL
K r 10 PFHSELF-DRILUNG SMS STEEL
L 0 W X 2.1/4• PF4 WOOD SCREW STEEL
X STE3 STUD Min. Rlk .O&T (ASTM A633 GRADE33 Fy=33u Min. Fu=AS Ksi mhj Sm
1 EXTRUDED VINYL HEAD I -NO JAMB RIGID PVC
2 ETR DED VNYL SRL• . PIGID PVC
3 EXTRUDED VINYL LOCK RAIL'
F
RIGID PVC
t EXTRUDEO VINYL MEETINGRAn • RIGID PVC
5 EXTRUDED VINYL SASH STILe {E7TTOM SA;:i) RIGID PVC
i EXMOM V-NY. fEIDWSEFT' RIGID PVC
8
f-- 10
EXTR_UINU) VINYL BOTTOM LIT RAIL' RIGID PVC
fiW1D_ED_VFJYL TC-FPULL_P,.UL. Y
RIGID
PVC B/,
LPNCF COVER 11
EXTiiLDED VINYL SAS". STILE' (FOP SASH) --- --- RiM PVC 12
G ,_..r G150' — R*!D PVC i
4RSHFOP.CEMEPG - MEETV4G RAIL _. STEEL 15_
16
RcINT!
R . AAENT - LOCK RAIL STEEL RFINFORCcMENi -
SM. S'11E - — STEE' I _
1 REINFGRCEP.AENT - MEO. STILE - — -- - STEEL L
F19
jo _ Hi
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VINYi BULn) 0--
1 CAM LOCK STEfI LIE
AFPPn-IH) WKIF Pt OPVC CJ M.OPd. VJSI:MiS FOR W WDOwSARE TO BE PP.ODUG'FD by Fj'Wx`.Li;S L)
CENSEFS !N ',!AMA CE''.TgFk ATID11PROriR,AMS FCR RIGF) PVr EXTRUSIONS. tiltlj
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TAPE 13/
1 V THICR GLASS L —
I/T ANNEALED GLASS AIP
SPACE I /
B- ANNEALED GLASS MR
SPACER Gl
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1 1720. 14 n
BiJd"M5 Florida Ekdkfng Code Online
Florida pep,td BCIS Home i Log In I User Registration j Hot Topics ' Submit Surcharge I Stets a Facts Publlcatioro I FBC Staff i eCtS Site Map Links Search I
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Re ulation
Product Aonrnyal Menu > Product or Anollcation Search > AoollcaUon Llst > Application Detail
I II
FL * FL12323-R4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Associated Materials Inc.
Address/Phone/Emall 3773 State Road
Cuyahoga Falls, OH 44223
330) 922-2108
mfernbaugh@alside.com
Authorized Signature Vivian Wright
rickworwbldgconsulta nts. com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
l Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2016
Validated 8y Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) standwil
AAMA/ WDMA/CSA101/I. S . 2/A440
AAMA/ WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1886
ASTM E1996
ASTM E1996
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12323 RQ Eauly Eguivalenct Of Standard5.12df
fWMorld8Wld1ngoryprhr_app tin.aspx7peram-wGEVXOwtDytFulezLorjgJ9yfNe2SGUYUANZJdPE%2nYYHkE2ryalvo963d%3d
Year
2005
2008
2005
2002
2002
2004
t1A
eY.i0120t5 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04130/2015 DateValidated04/
30/2015 Date Pending FBC
Approval 05/10/2015 Date Approved 06/
22/2015 Summary of Products
Go to Page
00 Page 2/ 2 O m FIL # Model, Number
or Name Description 12323.21 u.
Series 5200 Model 5203, 5209, 5210, 5212 Extruded
Vinyl Sliding
Patio Door with SIII Riser - (XOX Configuration - Nominal 12'
0 x 8'0) Umits of Use
Installation Instructions Approved for use
In HVHZ: No Fu3323 gg, II Inst 12323„ i ndt Approved for use
outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other. See INST
12323.21 for Design Pressure Ratings, any Rua 3 R4_AF Eval 12323.21.odf additional use limitations,
Installation Instructions and product Created by Independent Third Party: Yes particulars. 12323.22
v.
Series 5200 Model 5202, 5205, 5206, 5208 Extruded
Vinyl Sliding
Patio Door with SIII Riser - (XO or OX Configuration - Nominal 8'
0 x 8'0) Urn is of
use Installation Instructions Approved for use
In HVHZ: No FL12j23 R4 II Inst 2323. 2.ndf Approved for use
outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No
Created by Independent Third Party: Yes Design Pressures N/
A Evaluation Reports Other. See INST
12323.22 for Design Pressure Ratings, any R 1Z 23 R4 AE Eval 12323,22.odf additional use limitations,
installation instructions and. product Created by Independent Third Party: Yes particulars. 12323.23
w.
Serfes 5200 Model 5202, 5205, 5206, 5208 Extruded
Vinyl "Impact"
Sliding Patio Door - (XO or OX Configuration - Nominal 8'
0 x 8'0) Umlts of Use
Installation Instructions Approved for use
In HVHZ: No FL123 3 R4 II Inst 12323.23, Ddf Approved for use
outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other. See INST
12323.23 for Design Pressure Ratings, any Fl 12.j23 R4 AE EvAl 123ZJ,23,odf additional use limitations,
Installation instructions and product Created by Independent Third Party: Yes particulars. 12323.24
x.
Series 5200 Model 5203, 5209, Extruded Vinyl "Impact* Sliding Patio Door with SIII Riser - 5210, 5212 (XOX
Configuration - Nominal 12'0 x 8'0) Urrtks of use
Installation Instructions Approved for use
In HVHZ: No Fi 12123 R4 If Inst 12321.24.ndf Approved for use
outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 111 Impact Resistant:
Yes Created by Independent Third Party: Yes f Design Pressure:
N/A Evaluation Reports Other See INST
12323.24 for Design Pressure Ratings, any FL12323 R4 AE Eval 1232124.ndf additional use limitations,
Installation Instructions and product Created by Independent Third Parry: Yes particulars. 12323.25
I
y. Series 5200 Model 5202, 5205, Extruded Vinyl Sliding Patio Door with Sill Riser - (XO or OX L5206, 5208 Configuration -
Nominal 8'0 x 8'0 } Umits of Use
Installation Instructions Approved for use
in HVHZ: No FL123 3 R4 11 Inst i?323L25.odf Approved for use
outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Zmpact Resistant Yes
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other. See INST
12323.25 for Design Pressure Ratings, any FL112j23 R4 AE Eval 12323.25.pjf additional use limitations,
installation instructions and product Created by Independent Third Party: Yes particulars. 12323.26
z.
Series 6400 Model 6402, 6405, I Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - MlpllAorldabuilding.orglpr/pr
app din.aspx?pwam=wGMQwtDgF2 ua'igi5yfNe25GUYVANZ dPt zrrYYF11E2zYava%3dl%3d 21e
3=5 Florida Buildrg Code prdine
6406, 6408 1 Nominal 8'0 x 8'0)
units of Use Installation Instructions
Approved for use in HVHZ: No EL12323 R4 II Inst 12321264M
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 12323.26 for Design Pressure Ratings, any FL12323 R4 AE Evai 13.26.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
12323.27 za. Series 6400 Model 6403, 6409, I Extruded Vinyl Sliding Patio Door - (OXO Configuration -
6422 I Nominal 12'0 x 8'0)
Lim Its of Use Installation Instructions
Approved for use In HVHZ: No FL12323 R4 II Inst 123 9 7 ndf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 12323.27 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.27.odf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
particulars.
j 12323.28 zb. Series 6400 Model 6404, 6412 Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
4 I i Nominal 12'0 x 8'0)
Umlts of use Installation Instructions
Approved for use In HVHZ: No FL12323 R4 11 Inst 12323.2E odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 12323.28 for Design Pressure Ratings, any FL12323 R4 AF Eval 1 323. B.odf
additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes
particulars.
12323.29 zc. Series 8400 Model 8402, 8405, Extruded Vinyl Sliding Patio Door - (XO or OX Configuration -
8406, 8408 1 Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL12323 R4 II Inst 12323, 29odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12323.29 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.29.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
12323.30 ) zd. Series 8400 Model 8403, 8409, I Extruded Vinyl Sliding Patio Door - (OXO Configuration -
18422 Nominal 12'0 x 8'0)
units of Use Irmiallatlon Instructions
Approved for use in HVHZ: No FL12323 R4 L_Inst 12323.30.odf
Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 12323.30 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.30.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. j
12323.31 ze. Series 8400 Model 8404, 8412
Nominal
Vinyl
0 x
Sliding Patio Door - (OXXO Configuration -
Limits of use Installation Instructions
Approved for use In HVHZ: No Eli 2323 R4 It jn51`12323.31,odf
Approved for use outside HVHZ: Yes , Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Others See INST 12323.31 for Design Pressure Ratings, any F1 123 R4 AE Eyal 12323.3l.ndf additional
use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars.
12323.
32 zf. Series 9400 Model 9402, 9405, 9406,
9408 Extruded
Vinyl Sliding Patio Door - (XO or OX Configuration - Nominal
8'0 x 8'0) Limits
of use Installation Instructions Approved
for use In HVHZ: No F11212-4 R4 IT, Inst 12323.32. odf Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistants No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other.
See INST 12323.32 for Design Pressure Ratings, any I FL12323 R4 AE Eval 1 2,3,33 odf additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
112323.
33 1 zg. Series 9400 Model 9403, 9409, 1 Extruded Vinyl Sliding Patio Door - (OXO Configuration - hUplAlorldabulldlrsg.
orW/pr app_00.aspx?Wam=wGEVXQwtDglF24eztrar19J5V1Ne2SGUYUANZJdPEIA-^frwHkr-7 ,,,
3=5 Florida Building Code Onllne
9422 I Nominal 12'0 x 8'0)
Umits of Use Installation Instructions
Approved for use In HVHZ: No Fl j2 B11 Inst 17323,33.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidtr P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 12323.33 for Design Pressure Ratings, any F1.12323 R4 AE Eval 12323.33.pelf,
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
12323.34 zg. Series 9400 Model 9403, 9409,
9422
Extruded Vinyl Sliding Patio Door - (OXO Configuration -
Nominal 12'0 x 8'0)
Umlts of Use Installation Instructions
Approved foruse In HVHZ: No
Approved for
FM323 R4 II Inst 1732.34.odf
use outside HVHZ. Yes
Impact Resistant: No
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12323.33 for Design Pressure Ratings, any 8,12323 R4 AE Eval 12323.34.ndf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
12323.35 zh. Series 9400 Model 9404, 9412 Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
Nominal 12'0 x 8'0)
Umits of Use Installation Instructions
Approved for use In HVHZ: No FL12323 R4 II Inst 1232':_ "35.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12323.34 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.3S.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars,
Go to Page Page 2 / 2
1940rNorth Monroe greet Tallahassee FL 32390 Phone: 85Q,487-1_824 '
The State of Florida is an AA/EEO employer. 1'.00vndht 2007-413'ta[A Of Florida.:; Privacy Sjptern(q :; Accessibllity Statement :: Refund Statement
Under Florida law, small addresses ate pudic records. If you do not want your e-mail address released In response to a pudic -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 contain 850.487.13W -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees HOensed under Chapter 455, F.S, must provide the Department with an email address if they have
One. The smalls provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish t0 supply a
personal address, please provide the Department with an email address which can be made available to the pubiic. To determine if you are a licensee under Chapter
455, F.S., please click bg,.
Product Approval Amelate:
secllritY M kTFucr
OEM
httpJlRoridOUld rsorgW/pr_app M.aspot?param=wGEVXOwtDgtF2AezuarigJ&,ANe2SGUWAN7.1dPF;%9fryvwrG,31--•^
r
A
AjASSMIATED MATERIALS
I N C d R P d R A T E D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
SERIES 6400
MODEL 6402164051640616408
EXTRUDED VINYL
SLIDING PATIO DOORS
T+
GENERAL NOTES
1. Wis product has been evaluated and Is incompliance with the 5th Edition (2014) Florida
Building Code (FBC) structural requirements exckx4rlg the Nigh Velocity Hurricane Zone
HM).
2. Product anchors kwalt be as fisted and spacedas shown on details. Anchorembedment to
base material shall be beyond wall dresdng or stucco.
3. When used to areas requiring wind bome debris protection this product is required to be
protected with an Impact resistant covemrg that complies with Section 1609.1I of the FBC.
4. For 2x stud framing construction, anchoring of these unh shall be the someas that shown for
N buck masonry construction..
S. Site conditiom that deviate from the details of this drawing require further engneering
analysis by a licensed engineer orregistered amftect.
TABd OFCONTENTS
1 Typical a M design promm agenool notes
2 1 Horhodol and vattcol cost sectbns
g V am whom tails
4 8udc 3 OnCharrp
s I N of maralats a components
94.25 MAIL ovum' FRAME W®1H
472YMAK PANEL --
WIDTH
40.7S MAIL 1340
WIDTH
sz
a Q X
ci
f
g
r:
d
4
94.25' x 95.25' 4725` x 92.25 40.75' X e02s G1 25.0 25.0
942Y x 79.25' 47.25 X 762F 40.7r X 642S 02 30.0 30.0
70.25 x 79.W 35.75' X 762s 2925' X 6425- Gr3 40.0 40.0
r
9
Nola:
1. Rome corrsess fastened with t3j #6x T P415M5 and
contain adosed cod foam gaskef. The home
nteaectons at the A ceded with d5c"sealant.
2 fixed panel fastened to jwnb wt1h (5) N6 x 1-1/7 Not head
zmwl eventy spaced. Top roll offhi3 pone) Is fastened
with (5) 46x 1-117 Nat head screws ew * spaced.
1-1 MMkl.
EMe. PRO
See note 1
C/ o 1 s-—eeSnote2 1IfORIZOWAL
CROSS ac" Z
2X Bvck 2
HORII NfAL CROSS SECTION \ i
Stlownw/FXwbbuck 1 VERTICAL CROSS SECTION x
Shows w/ Ohes.'1 to Masonry ® SM m
cl
c;
Ila
nq
e
er. JKk u:veers
FL-
1236 2
w 5
1 VERTICAL CROSS SECTION
cAvn w usea to dso "opw-
5/B'
GLASS BITE I'
34 Gt a
Sl37 TEMPERED
AIR SPACE
S/32' TEMPERED
SETTING BLACK ---- IMERCEPTSPACER
GT c; mg °m
iffyNOTE: Sheet Mefd Screws Runt penetr wa
amin. of 3 threods Mruugh atleast two(
2) Sheets OfMOW Momain OmhWMXn
5/8' edge rBstance
8r•1y
S f4rCZ W
S
O Ell
o
VERTICAL
CROSS SEF 3 /
Shown w/ stoat Stud ka voption 5/
B' GLASS
611E GLASS BITE GLASS
1'TMCK - GLASS 34
GLASS
34 3/
I6' TEMPERED I
ITTEMPERED 00
AIR
SPACE AIR
SPACE 3/
16•TEMMED SETIM BLOCK I WTEMAM SErING
BLOCK WfEWEPTSPACER INTERCEPT
SPACER 9INo
DBIAu - G3 0 DlTAR Ir.. BY:
JK L In:
LFS wm ,n:
FL- 12323.
26 sorb
3 jTTP.,
T {TYP.) 21' MAX. A O.C. (TYP,
p TYP. ®HEAD ; fslyjpzmr D11 U
goO I I aOt2XBUCKII ` o
2X BUCK MEETINGSTILE ISHOWNFORI IRff.ONLY I I MEETW STILE
MASONRY MASONRY I I SHOWN FOR
OPBNBNG OPENING II Rff.ONLY
I I
II
r
f
ice;'•.
LLa
fr L P II
y'
yrrrtll list 8ci••Z
gg yl
PANEL
I.-
61 ITYP.,
I
4ITYP., I 72
O
m
IT II
IX BUCK { I DIRECTTO
TX BUCK TYP. *HEAD I I MASONRY) : .
NL JAMBS II STEEL K OO'
F I I TYP. Q HFAD
RUC[ ANCHOMG FRAME ANCHORING I 6 JAMBS
Matomy 2X I m
MASONRY
1! MfffINGSRL£
OPENING i I SHOWN FOR zzI10.ONLY 6
C tNdTETE ANCH(R-NOTES: I I
I. Concrete anchor locaUi of the comers maybe o4u#ed to nKA tkh the min. 41,I I
edge r>i . ce to mortarjo nk
2. Concrete anctwfocaRans Hated as `MAX ON CENTER' must be a4 sted to
mawah to ruin. edge distance to marlarjoints addlRond concrete anchors maybe
reglied to ensure" MAX ON CEiVW c&r enpon are not mDeeded. 3
Concrete anctxy table: ANCHOR
ANCHOIY M11d MfN [LFARANCE MIN t.UARANCE TYPE
1ZE EN)tBFJ3b1ElY7:: TO MA30NRYTO ADJACI*.3 TAPCON
ELco
a T!r T•T1r r r SCREW
fNSfAUATtON: o
ninum dblonce, 1`end c>tnance a i' o.e. spoof 10 0/ ULTRACON
1.
Mdntdn ni S/B edge wood
screwa to prevent the Vit*V of wood. I
I 4
n
FRAME
ANCHORING axle i 24 f 2ox,st dVA i ) W.
en JK arm
ra: FL-
T2323.26
Cj
11
SASP
OATS l_JL1b1! TOo 0.071' _ 0
o Q 1
1
d 10 STu! ; g z
t `
ro 5.69• v
hI ocpXE'4 8a
i f
I [ 4 FIUMf cif
j (
o.vr &iomr
e'
1 f`-- oeB'
0-Si I F+
tNf oCR"KFM9J(46 REO iOiCEA+EM yi1 (+O1TOfA RA11 0
d
04d -- r- 14- k' i —T 3
JI 15 scI TRAccT j4 toitr t>11Acct b_ p
3
141
OAS' r- (
N
e
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE 0.067" p
PRODUCED BYEXTRUDERS LICENSEESIN "AAMA CERThiCAT10N PROGRAMS FOR I —
1 fl b w1c 1 24 12 = RIGID PVC EXTRUSIONS'. --ij LJi--2-or OAT N.T.S. g
45 20 POCKETSAW C
L12323.26
19 RXEOPANELSUPPORT
O
Ljswo
OAT
L
tNll OiAbtlETtlALS
0GI / 1)ESCltPIION AIA191At
A IX BUCK SG>=0.55 woob
B 2x BUCK sc Y oss WOOD
C 1 /4" MAX. SHIM SPACE
D 1 /4' X 23/4" PFH QCO OR RW CONCRETE SCREW STT:B.
E MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO Ad
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F 8 X 2-T /2" PPH SMS STEEL
G 8 X 3" PFH WOOD SCREW STEEL
J 1!4" X 3-1l4" PFH ELCO OR ffW CONCRETE SCREW --- STEEL
K 10 PPH SELF -DRILLING SMS STEEL
L 8 X 3" PH SHEET METAL SCREW STEEL
X STffi STUD Min. fik .03.i ASTM A653 GRADE 33 Fy=33 Kst Min, Fw4S Ksi Mini STEEL
t FRAME- HEAD d SIDE JAMBS' - #UU0400 PVC
4 FRAME BOTTOM SILL- - #IR1D401 PVC
8 5' FIXED d. OPERABLE PANEL TOP RAIL* - #UU0403 PVC
10 3" FIXED d. OPERABLE PANEL STILE' - #000402 PVC
1t T' FD(Eb S OPERABLE PANEL BOTTOM RAIL• - #lf1X1404 PVC
13 FIXET? PANEL SUPPORT' - #000409 PVC
14 RO
6 15 Florida Widing Code Online
rtiXNa tOI El Home 1 Log In i User Registration Hot Topic ; Submit Surcharge I Stabs & Facts' Publications i FBC Staff SCIS Site Map ? Links { Sear& i
Bus1'nesgab
Protessi Product Approval
USER: Public User
Regulation
Product Approval Menu > march > Aoolication List > Appliication Detail
FL FL12078-114
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Associated Materials Inc.
Address/Phone/Email 3773 State Road
Cuyahoga Falls, OH 44223
330) 922-2108 .
mfernbaugh@alside.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan J. King, P.E.
4 Validation Checklist - Hardcopy Received
Certificate of Independence EL12078 R4 COI CERTIFICATE OF INDEPENDENCE.pd
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code.
1710.5.3
hnpJllloridablllding.orgfprlpr app d0.aspx'pWam-wGEWOwIDgWEQMP6a6FAUmUcxibT5z3s3d3anyCy7HJ5yVOCKP3Tw%3d%3d 113
31=115
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
Flnrida Building Code Online
Method 2 Option B
03/04/2015
03/16/2015
03/18/2015
06/22/ 2015
FL Jf Model, Number 1orNameDescription
12078.1 a. 3100 Structural Mullion — Extruded Aluminum Clipped Mullion for use on Masonry or
Wood Openings utilizing the Goal Post (at head and sill) Style
Mounting Bracket
Umits of Use Installation Instructions
Approved for use in 0IVHZ: No FL12078 R4 II Inst 12078.1.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 +
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.1,01'
window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars. J
12078.2 b. 3100 Structural Mullion _ Extruded Aluminum Clipped Mullion for use on Wood - —
Openings utilizing the Goal Post (at Sill) and the Bull Nose (at I
head) Style Mounting Brackets-- i
Umits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R4 II Inst 12078.2.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eva[ 12078.2.odf
window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes IMullionDesignPressureRatings, any additional use
limitations, installation instructions and product particulars.
12078.3 C. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or i
Wood Openings utilizing the Goal Post (at head and sill) Style
Mounting Bracket ------ ------ -I
Installation Instructions iLimitsofUse
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL12078 R4 II Inst 12078. .odf
I Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes I Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports
Other Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.3.pdf
window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars.
12078.4 d. 3100 Structural Transom Mullion TExtruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post (at Sill) and the Bull Nose (at
head) Style Mounting Brackets
Unuft ofUse Installation Instructions
Approved for use In HVHZ: No FI-12078 R4 11 Inst 12078.4.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf
window size, Refer to EVAL.12078.4 and INST 12078.4 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use i
installation instructions and product particulars. limitations,
12078.5 e. "i" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and
Masonry Openings utilizing the Goal Post (at Head and Sill)
Style Mounting Brackets
Umits of Use Installation Instructions
Approved for use in HVHZ: No F112078 R4 II Inst 12078.5.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmitt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Outer. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.5.odf
window size. Refer to EVAL 12078.3 and INST 12078.5 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use I
limitations, installation Instructions and product particulars.
I
hVI/RaidaDllldlrgorglpr/pr epp dll.aspx7pwam=wGEVXOMDgWECttB%kFAUmUcubT5z3s3d3c"Gy7HJ5yVOcKP3Tw%3d%3d 213.
3=6 j Florida Building Code Online
12078.6 I f. "i" Series Structural Transom i Extruded Aluminum Clipped Mullion for use on Wood and
Mullion I Masonry Openings utilizing the Goal Post Style MountingjBrackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R4 II Inst 12078 6.Ddf
I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure- N/A Evaluation Reports
Other: Mullion Design Pressure varies according to mulled I FL12078 R4 AE Eval 12078 6-odfwindowsize. Refer to EVAL 12078.6 and 1NST 12078.6 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars.
12078.7 g. "C-Class" Series Structural Clipped Steel 2.0", 2.25" and 2.5" Bar Mullion for use on
Mullion Wood and Masonry Openings
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL12076 R4 II Inst 12078.7,odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Mullion Design pressure varies according to mulled FI 12078 R4-,SE Eval 12078.7.odf
window size. Refer to EVAL 12078.7 and INST 12078.7 for Created by In Third Party: Ye
Mullion Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars.
anck de>:1
Contact Us :' 1M0 North Monme Street. Tallahassee FI 32322 Phone: SSO-487-1824
The State of Florida Is an AA/EEO employer. r,_Oovriuht 2(107-2013 State of Florida.:: Prima -Cy 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 malt. 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 email= provided may be used for official communication with the licensee- However email addresses are. public record. If you do not wish t0 supply a
personal address, please provide the Department with an email address which car. be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click bCfr_.
Product Approval Accepts.
ORB "
SCCUrI MH1lRiCS'
httpJlloridallttlldrlg.orgfpr/pr_app dN.aspx7param=wGEVXQwtDqulEQf8P6 6FAUmUuOT5z3s3d3anyGy7HJ5yVOcKP3Tw%3d%3d 3/3
ASSIOCIATED MATERIALS
N .( .....0 !! 'P 0 R A T E D
3773 STATE ROAD
CLIYAHOGA FALLS, OH 44223
3100 STRUCTURAL MULLION
MULLION GOAL POST STYLE BAACKEi
WHEAD ANDSIL) '
GENERAL MOTES:
1. This product lea; been evduoted and is In compliance with the 5th Edition (2014) Ronda 8uildi ng
Coas Wj exoWng the "High Velocity Hurricane Zone" and conforms tothe requirements ofFBC
Chapter 17.
2. Wood bucks byothers, mwt be anchored properly to transfer hods to the structure and berev4engd
by the Building Offclal.
3. Mullion anchor erribadment to base material shall be beyond wall dressing or stucco.
4. When used in areas requiring wind tome debris protection. this product does notrequire protection
from animpactresistant coveringwhenusedin Wind Zones 1.2and 3 as defined byASTM E 1996: in
Aind Zone 4. as defined by ASIM E 1996, this product must beprotected with an Impactresistant covering
comtiying with Section1609.12 of theF8C. S.
Separate product approvals for each gbdng product usedwith these mullions mist be sutxnitted along
with this mut9on product approval. 6.
Anchoring of eachglazing product to the mullion shall be as shown In each irdrvlduol glazing product
approval. 7.
Any conditions notcoveredin thisevaluation are subjecttoseparate engineeringevok*tton. 8.
Mullion Design fetture Rating. see load Rating Table Sheets 2 and 3 ofthis drawing. 9.
The design pressure rating of the assembty shall be the lesser of the bad rapacity of themul4nn as determiners
u ftthis approval or the design pressure rating of the kdvidur>I glazing product used. 10.
Bounding box dimensions for geometic shapes must be equal to or less than therectangular dimensions
shown heren. TABLE
OF CONTENTS SHEET
DESCRIPTION 1
T."ICAL ELEVATIONS A GENERAL NOTES 2
MULLION LOAD TABLE FOR WOOD SCREW ANCHORS 3
MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS 4
MULLION SECTION AND ANCHORWO DETAILS I Z
I.VM "' OIMJ`
ENSIONIS loud W1---
1--
W2
j
GLAZING
I GLAZING PROD-
ICT PRODUCT GLAZING
i
PRODUCT;
1
MAX.
COMBINED DIMENSION
IS 108' W1
GLAZING
GLAZING a ^
PRODUCT PRODUCT rn
u
4 e
MAX.
COMBINED _- MAX. COMBINED DIMENSION
15 108 DIMENSION IS 108" W1 - —
W2 GLAZING
GLAZING I GLAZING GLAZING PRODUCT
PRODUCT Q. PRODUCT PRODUCT ere
in ^ GLAZING
oil PRODUCT—] X GLAZING
GLAZING GLAZING LGPRODUCT PRODUCTIPRODUCTTTYPICAL
MULLION CONFIGURATIONS i
J
BY.
OWS en
LFS ; MNO
No.: C FL-
12078.1 n n
r
7 OF 4 0 W
w1 -{ w2 ---1
1
GLAZING
I
GLAZING
PRODUCT PRODUCT
O 9
TRIBUTARY M.DTH = W1 + W2
2
WI
I
W2
GLAZING GLAZING
PRODUCT PRODUCT a
GLAZING z ii
PRODUCT
1
3100 STRUCTURAL MULLION LOAD TABLE
TRBUTAR*VW
21' 30' Sr w w 33 I 40' I 4r M I 48' 4C w w
7!' 64.43 80A2 5729 54.36 51.T7 40.46 47.36 45.42 43.65 420D 40.0 U.06 30.51
72' 74Z 71.79 67.07 64.43 11.9 aid 55,14 3&83 51,71 49.75 47.03 4624 4320
Tr 8326 71,30 7415 70.41 61.10 84D8 01,33 alt a u.0 WO o 47.15
86' 01.15 86.85 8123 77.10 52 M2D 87.17 84.40 01.84 50.46 57.29 55.26 MAD
96' 100.08 9425 99.23 84.78 80.75 77.11 7177 70.7t 07.89 0529 aze8 00.04 SM61
w 1102D 0388 9&33 U42 OL97 WE 81Z! 85 4.13 71.88 M.?n 80.T3 8216
Q 121.m 114.79 t0&m 23 K30 03.61 89.71 85.96 8251 M32 7IL38 7164 65.71
or 111.m 12D.00 I IM.00 114.44 1m.$ I 1m.93 90.30 95.22 1 01.38 97.84 54.57 1.53 75.05
or IM.00 120.W IM.00 12D.m 115.59 110.49 105.83 11.55 07.00 03.95 90.56 4,46
88' 120.OD 120.00 17D.m 14D.m 120.m 120.m 120.m 118.06 11194 108,03 Im,53 29.38 9202
it Imm 12100 121.m t2D.m 12D.m 12D.m 120.m IZa.m 120.m 118.I8 111.34 10&18 05.95
b w 127.m I&CO 121.00 taws 1255 175. t2D.m I2D.m MY- 20.55 120.00 1 .28 W2
w 120.00 IM.00 121.m 120.m 12D.m I2D.m 121.00 12D.00 120,m 120.m 12D.m t20.m 115.43
48" IM.00 13.00 120.00 Imoo 120.00 120.01) 120.m 120.m 12D.m 12D.m 12D.m t2Q00 120.00
4P 120.m 120.00 t20.00 120.m 120.01) 12D.00 120.00 IM.00 120.00 720.00 t70.00 tzoo 1 m
4f' taW I 12D.00 I 120.m 120.00 120AD 120.0D 120.00 120.m 12100 1 121D.00 12D.00 t20.m 12D.m
4r 1A.m 12D.00 I 120.m 12D.m IM.00 120.00 12100 12I.m 121.m 121.01) 12Lm t20.m VDm
4P 1&00 12D.00 12D.00 120.00 130.00 120.01) 1210D 12100 12D.00 120.00 120.D0 12 00 IMOD
3C' 120.00 1&00 12000 110.m 1 .m 12911) 12D.00 t2D.00 120.00 120.00 I&OD ta00 I2A00
3r 12D.00 127.IM 120.m 12D.m 1210D 12D.m 120.00 UD.m 120.m 120.00 120.00 MAD 120.m
3e i&00 12D.00 13.00 IM.00 1202 I&OD IM.00 im.m 120.m 120.01) 121.00 IM.00 1&00
3T lam 12D.00 120.00 129.00 IM.m 12&OD taco 12D.00 12D.m IM.00 13100 120-00 120.00
3P 121M 120.00 IMAD lam 120.00 IaDD t2I.00 120.m 12D.00 120.00 121.00 t20.m I2D.m
W 1am 120.00 120.0D 170.m 120.00 law 12D.m 12DOO 12D.00 120.m 120,00 12D.00 120.m
28' 20.m 12.00 I20.m tSD.m m 5.. m 1 m 1>D. 120. 1 1
DC 122.m 120.0D 00 t20.m 1mO0 120AD IM00 I&CID 120.00 110.m 111.00 121M IFW
INSTRUCTIONS FOR USE Of THE MULLION LOAD TABLE:
1. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS
SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON. THIS SHEET FOR MULLION SPAN AND
TRIBUTARY WIDTH DETERMINATION.
3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE
TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE.
0 1
1j11111111 8•:
d8=U
fg€
7C
x
Q a
n
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF
THE FOLLOWING:
1. ASUBSTITUTE (1 FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL.
121111082. SUBSTITUTE IS-1B PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH
air. NTS
om By- DiENDANDAT15' O.C. MAX. SPACING.
arc e. LFS
NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE owwo NO.:
MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED
WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. FL-12078.1
1iEE7 ar 4 i
W1-J-W2
rGLAZING GLAZING
PRODUCT PRODUCT
z II0
J
I
J
TRIBUTARY WIDTHS + W2
2
W1 ---i W2 -
t GLA2!NG GUIZING
fI PRODUCT I .PRODUCT IIn
I; .. GLAZING
PRODUCT - ROD
a
SECTION THRU MULLION it f lE
3100 STRUCTURAL AIMMIN LOAD TABLE
7NB1lTARY
2r 36' 3r 34•sr
411DTN
4s 4r.4C 464r w m
6L43mu67.296439 0.45 47.35 4,42 all$ 200 0 n94
TV 4 01. e.14 55.17 5333 61.5175 47.9421 85AT
am 69.31 57.24 6532 60 74 44033 T819
7245 a20 6644 61.80 M a 66 6176 2.13 SDQ 71 79.
629 Tao6 e1.79629 g9T 5.t0 2 24 62 TEST 750
g0.3.037000.23
806 96. 64.1$ 51.qIzts296a71 01.7078075.07 69.46 6a996443 90. 1i6. 66T3 63.47 u 1
e&37 91.70 Te.37 I M22 M46 69.e2 87.37 66066296 60.9s 6A6666.86 93.61
my 1&43 61.9t 76.66 75.67 72a M31 47-W as53.50 41.00 67.99 WAS93.
51 14.44 eb.rt 6229- 79.12 7s.t9 n47 T094 607 40.35 04.29 SO 2 N8.
61 9&m 93.77 NA2 86.20 s266 79.75 78.6e 74.20 71,71 K36 ol.ts uz ddr 52•
10.07 04 96.46 942T 90.42 0006 61 60.56 n.73 7&10 T2.61 To.33 t3ttaTe tO&
42 163.E Sato 9&011 91.25 07.77 54.66 nse X77 76.t7 73.75 19 c 12aao
14.29 109.09 Wks 10oA9 00 9L t e sir, It276 60.03 n.42 7273 116.t4
110.00 106.46 101.19 67.26 03.62 KM 67,11 44 4 12100 Mj
120.00 116,36 111AI t0&68 eo 1. as e4 MAD 720.
0o 11T.9T si I iFoe.63 16t49 t00ee 9T09 9a WG-7 8&05 1213W 120.
00 120.0D 1 120.00 t20.00 115:20 11&n 10s 10235 993t 96Q1 39' 1D>
oo i2a 120A0 12om 120.M U0.00 if.0ll 117.73 11333 1%25 106.48 101.90 95.46 36' 120A0
120.00 IZZlgkoo 120.00 MAOi2D.00 t2D00 XW 11636 t/226 a 101.59 34' t27C0
uQoa 120-M 20AD t20.00 12000 I2D.00 12D.00M, 12D.03 119.91 lt5.64 42 72_• 110
12Qoo t2no 12D.90 t.00 120.00 12Q t20. 20. 12R0o m 12A'Oo 11613S6' 1701)
120.00 tx.o0 tI0A6 1;ACh OC 720.0o Ia0ft 12000 1N100 Go tIJ.OD '
1-- 1 % t2M0 ld 120 G tACO t7D.00 t200G 12QDG MA0 120
4Z0
1i 120.00
120. 12D.
00
t 12uL0o 1 120,Vl 4106 lmn 126.QT 12000 ME 12R00 120A0 120.00 2A' I
12D.00 12noc I 12D.03 120A0 12o.D0 120.09 IM.00 I I= I= 124D0 i .0D 120.00 1 n000 iNSTHUCT70NS FOR
USE OF THE ML11 LI24 LDAD rAB e. 1. DETERMINE
THE DESIGN LOAD REQUIREMENT FOR THE PAR77CULIA OPENING AS SPECIFIED EY
THE BUILDING OESIGNER (ARCHITECT OR EWMINEER OR RECORD). 2, FOR
THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY t110TH AND MULLION SPAN. REFERENCE
THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH
DETER111NATIGN. 3. IN
THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE
THE TRIBUTARY WIDTH, A7 THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN
AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN
IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD
REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING
GI ZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE .AS SPECIFIED IN ONE OF THE FOLLOWING:
1. A-.
SUBSTITUTE' (7FOR1) 1/4'-74 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THEINDIVIDUAL GLAZING PRODUCTAPPROVAL. wm_ 12
7 1 08 2. SUBSTITUTE §
8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING
PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AND
AT 15' O.C. MAX. SPACWG. sane NIS
OXG. BY;
OW9 we M.
LFS NOTES A
MINIMUM OF 3 tHREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. T-
tIS SECTION NEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY
ALSIDE WINDOWS CAN BE USED IN THIS FASWON. bi m.:
FL- 12078.
1 or 4
h
5.5" n
SJ5" o
75'
I .75' f
n
F
O 0.75' .{o
rn N
JJ727" CENTER HOLErn
727
1 MUST NOT BEMULL InUSEDWHENUSINGMAT3-T6CONCRETESCREWS ^ 0
1/4" MAX. -
1-1/4' MIN. ANCHOR TO 2X STUD
EMBED. OR TO 2X BUCK
USING 110 X 1-1/2"
WOOD SCREWS
Z ZU
FW
6) 110 x 1-1/2" v a a
WOOD SCREWS (3/4"
zMIN. EDGE DISTANCE)
2X MAIL: (SPRUCE-
PINE-FlR)) G-0.42
OR BETTER
z
1-3/8" MIN. zi
MULLION !ANCHOR BRACKET 50-2722 1/4" MAX, -, EMBED. Qq
MAT'L: 6063-T8
a (
4) 1/4" x 2-1/4' ELCO ULTRACON
CONCRETE SCREW
BUCK e (2.5' WIN. EDGE DISTANCE)
I xgGHORTFiROU,jX
USING I/A" X 2-1
lo
3/4` SMS
CONCRETE SCREWS —3.000 PSI CONCRETE
CONFORMING TO ACi ;;— HORIZONTAL ALUMINUM MULLION301ORHOLLOW
BLOCK CONFORMING (UNOEP. SEPARATE APPROVAL) e \
TO ASTM C90
1-1/4" MIN. C
EMBED. - - - - -
d (4) f10 X 3/4" :r GOALPOST
SHEET METAL SCREWS BRACKET
3/4' SMS (1/2' MIN. EDGE DISTANCE) 3100 MULLION
MAX,
a
MULLION TO MZI L ION ANCHORING
ANCHOR TO MASONRY °
USING 1/4' X 1-3/4" (4) 1/4" X 1-3/4` ELCO ULTRACON
CONCRETE SCREWS CONCRETE SCREW
2.5" MIN. EDGE DISTANCE)
d
Resu AfLuLION e X TO ACI 301 OR HOLLOW BLOCKANCHORINGH4SICMULLIONBRACKETANCHORINGcCONCRETECONFORMING
FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW.APPUCATIONS TO
MS SCREW (MULL TO MULL) CONNECTIONS
CONFORMING TO ASTM C90
LE: NTS
7. Br. OWS
r: LFS
um No-
FL- 1 2078.1
er 4 or 4
REQUIRED INSPECTION SEQUENCE
JB-UILIDING IPIERMIT
min Max Inspection ICDescni tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Tlrcnv.ll / Cl aatrnrk
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Address: I 1 R SPf.C OPc cr
IEU CTRI CAiL 1PE'RMIT -
1MInn Max I[ns ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
WA
it WY-.°i3ly°
hum Max IImection Dem! 1ti®n
1
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
e . i I'T.
Iw I <<Iloul Description
Mechanical Rough
Mechanical Final
n.• y` , rt_.....TL.
s:
3J,.c''.
Underground
REVISED: June 2014