HomeMy WebLinkAbout200 Springview DrCITY OF SANFORD
DECEIVE BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
D MAR 2 3 2016
Y: Application No:
Doc mented Construction Value: $ 18,720
Job Address: 200 SPRINGVIEW DR. SANFORD, FL 32773 Historic District: Yes No Sf
Parcel ID: 10-20-30-506-0000-0620 Residential 9 Commercial
Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move
Description of Work: REPLACE 16 WINDOWS W/NON-IMPACT AND 1 DOOR W/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA
Phone: 954-7924415x243 Fax: 407-4728380
Title: PERMIT MANAGER
Email: Permits@fhaproducts.com
Property Owner Information
Name MOORER JOHNNY J & ELEANOR
Street: 200 SPRINGVIEW DR
Phone: 401 - 3ZZ - Sy1
Resident of property? : OWNER
City, State Zip: SANFORD, FL 32773
Contractor Information
Name FLORIDA HOME IMPROVEMENT ASSOC.
Street: 4070 SW 30 AVE
City, State Zip. HOLLYWOOD, FL. 33312
Name: N/A
Street: N/A
City, St, Zip:
Bonding Company
Address: N/A
N/A
Phone: 954-7924415 L(A 3
Fax: 407-4728380
State License No.: CGC061890
Arch itect/Eng1neer Information
Phone: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender: N/A
Address: N/A
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: 51' Edition (2014) Florida Building Code
Revised. June 30, 2015 Pennit 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 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 wfll
be done in compliance with all applicable laws regulatinp construction and zoning.
011wn-Maw, 2% -
I '
Print
Date
L
Signs of of Florida D S t"rc770R—CgpOLINAMAMM4, MY t OMMISSION N EE B29211OW-01LIO. 92T9 ;,a `-
1SS10N 3 2pt6 * * EXPIRES: December 23, 2016A' N1VGO December2 t+,•.:..•d= BondedThruNat2gPubkUndermItem
a= ExPIR t pubNcUnder 3Rf.`"' L'+•;± liocrCed
Owner/Agent is < P nown to Me or Contractor/ A t ism Personally Known to Me or
Produced ID Type of ID 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: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS:
COMMENTS:
ZONING: W--,
ENGINEERING:
Plumbing - # of Futures
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING: ,1
Revised: June 30, 201 S Permit Application
REQUIRED INSPECTION SEQUENCE
Rp# I _ -4 n
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
10 1 Final Door
10,30 Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
Address: Zoo >&J61
ELECTRICAL PERMIT I
III 1 Ma—x I InMection Deserintinn
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAOPERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
I'LUMBINc)
Min I
GAS PERMIT
Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
THIS INSTRUMENT PREPARED BY:
I II '" II II 'II '' I III I 1
Nam0.. BARBARAESPARZA MARYANNE MORSEr SEMINOLE COUNTY
Addnsc FLQRIDAH ME IMPROVEME ASSOC. CLERK OF CIRCUIT COURT & COMPTROLLER
4070 cut, 3n AVE-HOLLYWOODO _ FL. 3`3312 BK 8655 F9 $t i7 (1P3s ) O i —
CLERK'S T 2016030725
NOTICE OF COMMENCEMENT RECORDED 03/23/2016 11:32:0? AN
RF.CORD1HG FEES $10.00
State of Florida RECORDED BY hde'v are
County of Seminole
Permit Number. 6,890 Parcel ID Number: 10-20-30-506-0000-0620
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)
LOT 62 GROVEVIEW VILLAGE 2ND ADD REPLAT PB 26 PGS 7 & 8
200 SPRINGVIEW DR. SANFORD FL 32773
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS AND DOORS
OWNER INFORMATION:
Name: MOORER JOHNNY J & ELEANOR
Address: 200 SPRINGVIEW DR. SANFORD, FL 32773
Fee Simple Title Holder (if other than owner) Name: n/a
Address: n/a
CONTRACTOR:
Name: FLORIDA HOME IMPROVEMENT ASSOC.
Address: 4070 SW 30 AVE. HOLLYWOOD, FL. 33312
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.1311)(b), Florida Statutes.
Name. n/a
Address: n/a
In addition to himself. Owner Designates n/a of
To receive a copy of the Lienoes Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is i year from date of recording unless a
different date Is specified)
WARNING TO QWNER: 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. qo
Under penalties erjury, I declare that 1 have read the foregoingoin and that the facts stated In it are tr :
to t at of k owiedge and belief. " .fir etoQ
Signature Otmer s Printed blame th • SE M
Florida to 7f . 3(t g): ' The owner must sign the notice of commencement srtd no one elmay be permitted to sign In Ms or her dead.' ai HLL-
State
of County ofThe fgoingInstrumentwasacknowledgedbeforemethisdayof . . 00by
tYnqJ '0Who is personalty known to e Name person
making statement OR who
has produced identification type of identification produced: o o o
C o—
Z NAME 279
Ln m GAROU tONtEE820MVGOMMISStnbec23, 16 oExPIFptktN+
deiNte
N tary nalu
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwoo , Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
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:
200 SPRINGVIEW DR. SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
ya(0Theoegoinginstrumentwasacknowledgedbeforemethis &t day of
200, by WAYNE T. BURNETT who ikpersonally known
to me or who has produced
identification and who did (did not)
Notary Seal)
My Commission Expires:
Rev. 08.12)
as
olrld.: 4vr Mm
atoeatd aSe f1l 41b
FhMs MW rpM"n-ISlrMQar
Lbaw ft=Cnunia mo
SWIM"
le - M arerttatt
laeal0wta Yt aeaaasaea
tragttrnewon>,rotaetatao
4oaart tiritw. Noldawad. east wMOdabta aearondw Tat: 004.r ."o
t+we pd4.Tat t
obtr n -- I 1-. - I Wig co.i
YOIh n M('C'P r (+ r(.` t 1 3 \ Sm PhO °}azz s'N-
Name: nv.
z-
5 2 :no .. S ,ram d na
Addras cm
Thk o wm bow. and offtmi ter" ar oI tCh .. 20 )6 by Md bebeeat tl wl llow
a ibrlde orporpllwa r' cr'PWL d owttwb(lraaewd ab ee of tlruldwrR bard u Me aura Ytd view t: r:
Lotttreaer reaeb perleelet tY. twrk drttbM baler as eeaor .6 Malad 6" an ws"
1) Amelowe+dfliruAbtobeiepbwefL(ateaeetoedNWMasUWVbbdm"904 an dawdMAwnamromod
71 rrgen O'eltl.p R ewa rb aroale+aeprmtwa e.tlttr an iCoopro"M
me A*% paindi A.ta an ~ k
a) Moor" J.6:FMftWWt W-S@-0...__MKabttWb-&W aad&AWas-
as 0e'"r'each e..ra *9 awa.
da.daerYl/wa1tM
41 Dawr._A_Ri% MpWAMftW--.MmMiwrtd"._blabreMWOMIAtre
adltAat i 0*17 wh" T-: aaat rieYt
Am as *klbm Jid[lAot 23t Gomm aftwi ow gibu
iew't 4
I
QtL_ OLL ? atYL._ a
mere HE MFAWF LM tad U
AA vAlic
a L-E3MOLSkSAW
u w FA RIMattr rattyt ntMDltlm (mn fieamttrAt
4hr Qta_ Qq Otr._ aaL` av QW ah WL—
tllaraamp.
CMM— e wC F
y7 wmktttJTtaba
q N appaatp, rsoelK Pwuia. wet(rne aeaallY
q Clee.uPlobrbro.edvo+dde+noatrryPettmdamwam
tlaPl k lelar«enetbrteotsaeiwiea..brlorwt errrnMooraMYeyt+PRlre+i eooawnAtoernaieeteerrarxk
arwar.d=ah aal.M neV fet bY+arMaaeit wdlli traaradat7 ah 1e oelrtlrt/se ed
penetubrthiomnreoet wortaYM dMadMle:.aedoedthsOanYad(Mie"arnoeroreentOMe' WAOM Mereata
ootnlier et IMkrk hetawtder wlrY del'+atbr ar t arnwrcamwtt oeee. owared Mee S.
ALwpm yp,w mabraiLabtwmWMlMObOwkWbSe/ K s (llepp•ow) +y
aeiroe Papble i -Foal r , I Moe
MotornrwWDewldebOwwafbHMhAerandRdsoeedLlenaMoxwemfeAuelMMwRtet7w.wbeu aMtdleetbtM
arY t/ra le tbeaerr 71,.r'lwid• Saattar I70tlSt.
itiwaa f1g RMAiOMltrlilet! btppbi A SM ralall ilebeel w iao aaewnt. Bld ltdti{ allAwaM/speaan+t
andralat<dlenaeaaM _
trMewrlhe0aar.11Mdtj
aerwbta4a6dM twtdtd Mrlltti. aQ. a n.aap w1tMaMeePeew.wa tr N.rtltt.ae IgraYtManuaaeir..eq adwarrMRllarMsaferlrF RaM
le. a.a.rr /aoow.w aatadri r rib h...1.Prameetwetw awPCIP'e'r'•ratwrwe.
w/a. *aa.arw a
reaaab no4ppw Raw "PuWetard M Maytaarday.wwaetard Iteraal rawretrtaelue p.aleti il
caedtaet tnttaYte elr etrrrl mottsd al dta P k enM rot M airrpd 4ratY 1ttR ttMl by a d ceder ar atlaer NK
MratOMO
ildrterr. The crier bt erw Pth d a broach ofaq Ptallfen d tbb mnttaR titd rtet eperr or ba mratnaed a • WaYlf 01 aaar euh WWA
Irra , W aff em r- IN WITNESS
WHENOW, the prow beam hoe em mied d OofltlsQ. under mk aka afd V dt obwa
ton.
M iMs
MaatwoYea ym ri
BLrw alai a wAd cells tm wVm at m y trm IaI' ICI iM ONO
atlWod aotior of e IloaMrOR Itln ter M aaytrMOon Ol a1Y tiOM. Cotttru tor.
MA or, 2
L,
f.j—t b dO.etM
Oar YES ( ) NO
jW eMlad v Nmmm q'•015
5 ,
SCPA Parcel View: 10-20-30-506-0000-0620 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=10203050600000620
p Property Record Card
PR PG
A.
Y Parcel: 10-20-30-506-b000-0620
Owner: MOORER JOHNNY 3 & ELEANOR C
Property Address: 200 SPRINGVIEW DR SANFORD, FL 32773-5963
Parcel: 10-20-30-506-0000-0620
Property Address: 200 SPRINGVIEW DR
Owner: MOORER JOHNNY J & ELEANOR C
Mailing: 200 SPRINGVIEW DR
SANFORD, FL 32773-5963
Subdivision Name: GROVEVIEW VILLAGE 2ND ADD REPLAT
Tax District: Sl-SANFORD
Exemptions: 00-HOMESTEAD (1994)
DOR Use Code: 01-SINGLE FAMILY
Legal Description
LOT 62
GROVEVIEW VILLAGE 2ND ADD REPLAT
PB26PGS7&8
Taxes
IValue Summary
2016 Working=20115Certfied
Values
Valuaton Method Cost/Market
1
Cost/Market
1NumberofBuidigs
Depreciated Bldg Value 100,186
25,000
87,030
4
20,000
Depreciated EXFT Value
Land Value (Market)
Land Value Ag
Just/Market Value
125,186 107,030
Portably Adj
Save Our Homes Adj 37,195 19,651
Amendment 1 Adj
Assessed Value 87,991 87,379
Tax Amount without SOH: 1,356.86
2015 Tax Bil Amount 956.94
Tax Estirnator
Save Our Homes Savings: 399.92
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund
Schools - - - - -
87,991 50,000 37,991
87,991
87,991
25,000
50,000
62,991
37,991CtySanford
SJWM(SakA Johns Water Management) $87,991 50,000 37,991
County Bonds $87,991 50,0 00 37,991
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED
WARRANTY DEED
7/1/1991 02314
I
1274
1933
83,000
71,400
Yes
Yes
Improved
Improved12/1/1985 1 01696
rna uomparaoe bales wtnn tns buoOrvscn
Land
Method Frontage
LOT
Building Information
0
Depth Units Unis Price
0 1
Land Value
25,000.00 $25,000
Descriptbn
Year But
ActuayEffective
Fixtures Base Area Total SF Lrvng SF Ext Wal Adj Value Repl Value Appendages
1 SINGLE 1985 6 1,575 2,050 1,575 1 CONC 100,186 115,488
FAMILY BLOCK
Descrpton Area
OPEN PORCH 35
I
FINISHED
1 of 2 2/29/2016 10:18 AM
SCPA Parcel View: 10-20-30-506-0000-0620 http://www.scpafl.org/ParcelDetaillydo.aspx?PID=10203050600000620
GARAGE 440
I FINISHED
Permits
Perrot Type Agency Amount CO Date Perrot Date
01156
01499
Addton - Residential
Addtion - Residential
Sanford $6,400
Sanford
r $
1,800
1/17/2005
5/1/1995
Extra Features
Description Year Buit Unts Value New Cost
No data to display
2 of 2 2/29/2016 10:18 AM
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval
Permit ## 1 6- 8 9 Q
Project Location Address
S ification
ING
USANFpRO0FPAR
nl;vle--w r
Form
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
Z* &
DATE
n _
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 G v 1 IJ -D d O Z
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung CWS
Horizontal Slider SANIF01RD BUILDINGDIVI ION
CasementCONSTRUED TO BE A
Double Hung LICENSE TOP OCEED WITH THE WORK AND N.
Fixed PROVISIONS OF THE TECHNICAL
Awning CODES, NOR 4, HALL ISSUANCE
Pass Through REQUIRING k CORRECTION OF ERRORS IN PLANS,
Projected CONST u
Mullions CWS S 2-0
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
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
5c, n (ord
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)
June 2014
FHA — DIAGRAM SHEET
ossoolaf s
NAME LEAD NUMBER TYPE OF PROPERTY FLOOR No
r 316179 J_F 5
SGD 1
3/4 x 79 3/4
1 7D-V4VY.
SH -7
SH
35 3/4 x 371/4 ` 51 7/8 x 613/4
N-so) FL4091.1 (+/-50) FL4091.1
1 R-teen
SH
jtNtK'1353/4 x 613/4
5o) FL4091.1
MUWON 1 x 3 NOA#
FL9S20.1 (+/-80)
35 t613/43(+/-
S
SH SH
18 x 613/4 51 7/8 x 61 3/4
5o) FL4091.1 SO) FL4091.1
5
18 x61 3/4
50) FL4o91.1 c
SH
36 x 613/410/-50) FL4091.1
SH
35 3/4 x 613/4
50) FL4091.1
SH
35 3/4 x 613/4
So) FL4091.1
i,+
t>++"1:1 13
F SH
88613/4x SH
1
SH
517/
8 x 613/4 1(+/-50) FL4091.1 j4F'..
A kv;- V+
l
Florida Building Code Online Page 1 of 3
Rgj p p (d OW None I Log In ! userRepbtrstlon I Mot Topaz I
Bus1nes,
Pr%'ssi nalaUSER:
ProductApprovalvei jj
Public USQ Regulation
r1
f• • 1 SL&
nR Surcharge I Stab r Facts -I ublkaWna i FaC Doff I 1305 Stu Mop I links I Saar h Pmdu[
t Aoerwal Menu > Prndutt a Aoollatlen Search > Amli-tion List > Alpliratlon Dahl) FL
lR FL4091-R7 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archlved
Product
Manufacturer Custom Window Systems Inc. Address/
Phone/Emall 1900 SW 44th Avenue Ocala,
FL 34474 352)
368-6922 ekoss0cws.
cc Authorized
Signature Koss Erin ekoss0cws.
cc Technical
Representative Erin Koss Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext 291 ekoss0cws.
cc Quality
Assurance Representative Jay Lathrop Address/
Phone/Emall 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext 291 IathropQcws.
cc Category
Windows Subcategory
Single Hunp Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer 0
Evaluation Report - Hardcopy Received Florida
Engineer or Architect Name who developed Lucas A. Turner the
Evaluation Report Florida
License PE-58201 Quality
Assurance Entity Keystone Certifications, Inc. Quality
Assurance Contract Expiration Date 07/21/2020 Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By StaIId
d AAMA/
W DMA/CSA/ 101/I.S.2/A440-05 AAMA/
W DMA/CSA/ 101/I.S.2/A440-08 ASTM
E1300-04 PA
TAS 202 Year
2005
2008
2004
1994
http://
www. floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDquz931%2b4g5fa... 6/24/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL * Model, Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Lim of Use Installation Instructions
Approved for use In HVHZ: No 1 L4091 R7 II CWS-154E !SH-8100. NlLodf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: SH-8100, Max. size 53.125" x 76'. Glass compiles FL4D91 R7 AE EValReD CWS-154E (SH-8100. N1).odf
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact.
Limits of Use Installation Instructions
Approved for use In HVHZ., Yes
Approved for use outside HVHZ: Yes VeriFled By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Delon Pressures N/A Evaluation Reports
Other: SH-6100 Vinyl Single Hung, OX, Max. size 52" x EL4091 117 AE EvalReo CWS-48SB !SH-8100. 5201.
71', see Installation dwgs. for DP. Glass complies with ASTM NIA.
E1300-04.
Created by Independent Third Party; Yes
4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZs No FL4091 R7 II CWS-442H (SH-8100. 74x63. ContHdSl.
1,ADd( Approved for use outside HVHZ: Yes
Impact Resistant No Verified By: Lucas A. Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other: SH-8100 Cont. Hd. & Sill, Max, size 72 7/8" x 61 Evaluation Reports
3/4", DP +67.5/-70 psf. Glass complies with ASTM E1300- FL4091 R7 AE EvaIRen CWS-442B (SH-8100. 74x63.
04. ContHdSL NI).odf
Created by Independent Third Party: Yes
4091.4 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact.
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL4091 R7 II CWS-4926 (SH-8100. 74x72. ContHdSl.
Approved for use outside HVHZ: Yes NI),
Impact Resistant: No Verified By: Lucas A. Turner 58201
Design Pressure: N/A Created by lndependent Third Party: Yes
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8' x 72', Evaluation Reports
see chart on Installation dwgs. for DP. Glass complies with FL4091 R7 AE EvalRep CWS-492B fSH-8100. 7402.
ASTM E1300-04. ContHdSI. NI).Ddf
Created by Independent Third Party; Yes
4091.5 j SH-8100 Orlel 6100 Vinyl Single Hung Orlel w/ HD Meet. Rell
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL4091 R7 II CWS-293C (SH-8100. 52x96. NI),pd(
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure +60/-60 Evaluation Reports
Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R7 AE EvalReo CWS-293C (SH-8100. 52x96
with ASTM E1300-04. NI1 Ddf
Created by Independent Third Party: Yes
Nat
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDquz931%2b4g5 fa... 6/24/2015
Florida Building Code Online Page 3 of 3
The State or Florida is on AMEED amphoyar. -ULgUbdillit. :: rrhwv Statamont :: :: Round Stattrrant
Linder Florida law, email addresm are public records. If you do not went your e-mail addrea released In response to a public-wcords request, do not send
ekcbonlc nail to this antlty. Instead, contact the oRke by phone or by traditional mall. if you hm any grrestlona, pMate COtmart 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, elifect" Omobw 1, 2012, licensers licensed under Chapter 455, F.S. must provide the DeparmmK with an email address d
they hm one. The annals provided may be used for official communication with the licensee. Kowtow small aft a are public record. It you do not wish to
supply a pwsorai address, please provide the Department with an email address which an be made available to the publte. 7o determine V you are a licensee under
Chapter 455, FS., plesse dick ham.
Product Approvel Accepts:
In is
PaEaLVEUMM
Crr,Ait Cirri
SAFE
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDquz931%2b4g5 fa... 6/24/2015
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 154E
April 3, 2015
Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1/4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`s Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 5 h Edition (2014) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-154E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-154E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-154E.
Limitations of Use: This product:
May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154E
Achieves design pressures as indicated in comparative analysis table in CWS-154E
Is non -impact and requires the use of shutters in windbome debris regions
May not be used in the High Velocity Hurricane Zone
Requires glass as shown in CWS-154E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154E
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
01"1110irgl
DREtV
No 58201 *.V
P STATE of : +u 4/3/2015
P;N •'+ Lucas A. Turner, P.E.
FL PE #58201
Lucas A. Turner, P.E.
2015-04-03
10:00-04:00
SINGLE HUNG - NON -IMPACT
w— (SHOWN WMIFFERENT OPTIONS)
54 31r
MAX OVERALL
FLANGE WIDTH
53 1/r
MAX UHBT WIDTH
48157E — GLASS DLO
A
nIt
MAX
OVERALLFlLINGE
1
O
HEIGHT ZE B
MAXUNIT
HEIGHT
38
MAX X 1SASH
I HEIIGHT A I
MS7
J-
I
EQUAL SPLIT
543W -
MAX OVERALL
FLANGE WIDTH
53 1/6' MAX UNIT WIDTH
h- 4815/1 E -
54 3!C
MAX OVERALL
FLANGE WIDTH
53 lAr
MAX UNIT WIDTH
461511E -
GLASS DLO
I
DLO[I LL
FIANGAEB OHEIGHT
1N'
B MAXu6HEIG
6
HEL"
I DLOSAX i. x 63
SM E MAX
OVERALL
FLANGE
O 33I HEIGHT
GIL
DU
62
v1E MAx
IT
HE 'T 2 91
ix 2. nI4851E --
i GLASS DLO
60/40
SPLIT ORIEL TABLE OF
CONTENTS GENERAL NOTES
i ELEVATIONS....1 DP CHARTS
i GLAZING DETAL.-...2 SECTION VIEWS
8 ALT. FRAME„.... 3 EXTRUSIONS a
B O.M. .................. ..... 4 ANCHOR SCHEDULE
i NOTES.-.....5 INSTALLATION DETAILS..................
6 c4, 48;:.
GLASSDLO5 HI
SASH ORIEL GENERALNOTES: 1.
THE
PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY
WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDR10N. 2.
GLAZING
OPTIONS: (SEE SHEET 2) 3. CONRGURATIONS- %
W. 4. DESIGN
PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN
LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES
ASTM E-13OD-04. POSITIVE DESIGN
LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-
130D-04. 3IS 5.
ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED 3LA IN
THE DESIGN OF THIS PRODUCT. SEE SHEET E FOR ANCHOR DETAILS, W
INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS,
6 NOT
APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 257/6'
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. GLASS DLO
7.
ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT
FIXED MEE11NO RAIL AND JAMB. SERIES / MODEL
DESIGNATION SH-0100. 9. THE
DESIGNATION X AND O STAND FOR THE FOLLOW MG: X - OPERABLE
SASH, O - FDD D SASH 10. SECTION
CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN
A SIMILAR LOCATION. 11. EXTERNAL
WEEP SLOT - 1 /Y x 2-1/2' LOCATED 4' FROM BOTH ENDS. LucasTurner 2015-
04-
03 09:55-
04:00 E DESIGN
PRESSURE RATING IMPACT RATING CZZQUAL 5
HI
O 53-1/
8" x 76" x 68- -
SEE COMPARATIVE
ANALYSIS CHART, SHEET
2 NONE NONE
60/
40
ORIEL 53-1/8" x 62-1/16" NONE Vvw4xNv SYSTEHIS
1900 SW
44TH AVE. OCALA. FLORIDA
34474 WWW CWS.
CC 8100 PVC
SINGLE HUNG
NON -IMPACT
No Sam
CTATF OR
X.;I—
4/3/
2015 LUCAS A.
TURNER, P.E. FL PE *
5=1 1239 JABARA
AVE. NORTH PORT,
FL 3425E PH. 941-
3Ml574 GENERAL NOTES
AND ELEVATIONS BAT
04/
29/08 r. CWS-
154
E SHEET 1:
33.
33 1 OF 6
Unit Sash
Design Pressures (PSF) with Glass Types A, 8, C, or D
UnItWdths In.
Heights On,) Heights (in.) 23 1/2 27 1/2 29 1/2 31 112 35 1/2 39 41 V2 43 1/2 47 1/2 51 2 S3 1/8
35 1/2
39 1/2
41 1/2
17
19
20
50/-75
50/-75
50/-75
50 .75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50 -75
50 -75
50/-75
50 -75
50/-75
50/-75
50/-75
SO/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-73.1
43 2 1 21 50/-75 50 If -75 50/-75 50 -75 50/-75 50/-75 50/-75 50/-75 50/-75 50 -73.4 50/-70.6
47 1/2 23 50/-75 50/-75 50 -75 50/-75 1 +50/-75 50/-75 50/-75 50/-75 50/-75 50/-68.9 50 -66.2
51 2/2
53 V2
25
26
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50 -75
50/-75
50/-75
50/-75
50 -75
50 -75
50/-75
501-75 50/-
75 50 -
72.7 50 -
71 50 -
65.2 50/-
53.6 50/-
62.6 50 -
61 55
1/2 59
2/2 27
29
50/-
75 50/-
75 50/-
75 5D/-
75 50/-
75 50/-
75 50/-
75 50/-
75 50 -
75 50/-
75 50/-
75 50 -
75 50 -
75 50/-
75 50/-
75 50/-
75 50 -
69.5 50/-%
8 50/-
62.1 50 -
59.5 50 -
59.5 50/-
57 63
1/2 65
2 67
1/2 1
31 32
33
50/-
75 50 -
73.2 50 -
69.8 50 -
72.9 50/ -
69.1 50/ -
65.6 50 -
72 50 -
68 50 -
64.4 50 -
71.6 50 -
67.4 50 / -
S.7 50 -
7L6 50 / -
i7.3 50 -
63.4 50 -
7L6 50 -
67.3 50 / -
63.4 50 -
7L6 50 / -
67.3 50/ -
63.4 50 -
7L6 50/ -
67.3 50 -
63.4 50 -
61.6 50 -
63.6 50 -
62.7 501-
57.3 50 -
56.4 50/ -
55.5 50 -
54.8 50 -
53.9 50 / -
53 71
1/2 35 50/-64 50 -59.7 50/-58.3 50 -57.3 50/-56.5 50 -S6.5 50 -S6.5 50/-56.5 50/-56.5 50 -53.9 50/-51.5 74
314 36 5/9 50/-59.9 50/-55.6 50/-54.1 50 -53 I
SD/-
SL8 50 -51.7 50/-SL7 50/-SL7 50 -SL7 50/-SL7 76
37 1/4 SO -S8.5 50 -54.1 50/-S2.6 50/-SL5 50/-50.2 5O/-50 50 -50 50/-50 50/-50 50/-50 7/
B' OVERALL 716OVFJIALL 71W OVERALL ?Jr OVERALL 1T ANNEALED
3/16' ANNEALED 11W TEMPERED 3n P TEMPERED ST AIRSPACE
1rr AIRSPACE Mr fftLI AIRSPACE1(2' ANWACE 1/a-
ANNEALED 3116' ANNEALED 41T TEMPERED (
3/
16" TEMPERED PURFECT GLAZE
4r' n n p PURFECT GI.AZE'F• I n In
T
PURFECr dJ1 li' n n Y PURFECT OLAZE'F• Me GLASS BITE
TYPE A NOTE:
IF SIZE
INTENDED
IS NOT SHOWN, USE NEXT LARGER SIM GLASS TYPE B
11r GLASS BITE
6i9= 1R GLASS
SITE
GLASS TYPE D
1 rr GLASS
BITE WINDOW SYSTEMS 1900
SW 44TH
AVE OCALA. FLORDA 34474
W WMI.CWS.
CC 8100 PVC SINGLE
HUNG NON -
IMPACT No
5=1
9' p;_ STATE
OF
1= 413MI5 LUCAS
A.
TURNER,
P.E. FL PE S
58201 1239 JABARA AVE.
NORTH PORT, FL
34258 PH. 941-38D-
1574 COMPARATIVE ANALYSIS AND
GLAZING DETAILS
MUM OF Nur-
BAT 0429MO owff-
r. RET
CWS-154 E
1:1 SHEET
20F6
INTERIOR Wv=w MT8
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
1
Www.Cws.CC
pp M/y PMVtWVC
E. SINGLE HUNG
NONaMPACT
O1 a OO
Y
m OWO {y Wp OWO m3 , + 4
SECTIONe-a
NOTE: LEFT SIDE SNOWS FIXED SECTION VIEW, F f7S Z
RIGHT SIDE SHOWS SASH SECTION VIEW.
cr
F F
o
0 W
g t
W o U m5INTERIOR
9
aaaH rr
aaa 1DRE{y Mri
3i No 5R204 "s
STATE OF r<4
0.. fr:
yF 4 011 0.• o••`
4=015
LUCASA.TURNER, P.E. 2
FL PE ! 68201
1230 JABARA AVE.
NORTH PORT. FL 34M
PH. 9641-380-1574
SECTION C-C
ALTERNATE FIN FRAME
SECTION A -A SECTION VIEWS
OKAWN BY.
BAT 0429MIS
r.
CWS-154 ENOTE: I[TEMS NOT SHOWN FOR CLARITY:
20, 23, 25.26, 31, 38, 37, 44, 51-62, 55.56, 64, 67-M
12
SHEET
30F8
PARTS LET
REM PAKra DElO!/I1ON VENDOR MATERIAL
1 H-6031 Mein Fr. SH, v#Flg., PVC, Had Mwon VI
2 H-6031 Main Fr., VC, 11 MLkrm Vinyl
3 FI 603T Main Fr.. SH, tMFlp, PVC, L Jb. Mkron Virrp
4 H-Ml n F., BH, w/F ., PVC, R. Jb. Mlknxr Virtyl
5 H 1t136 Metl. RaB, xd Alum
8 H-0027 Sash Meet. Rail PVC Mlkron VInyI
9 1+1497 Rakas A. Sash Meet. PON Kaymark Alum Aash
Bcllom Rail, PVC MkronjA:
k-'j"
j
12
H-0004 9ph . Rail Mkron 13
S-1498 ReIni. S. .RJ S.R K mark 14
Gtz. Bd., 7/8',Fxd., Mlkron 15
S-6064 Olz. 5d., 7/8',Fx ., art. Mlkron 15
S-0064Glz. Bel., 7/8',Sash, Holz. Mkron 17
Glz. ., 7Ar,swk Vol. Mtkron18tP-
4069Scm.
Ada ., w/Nib, PVC, Hoft. Mkron y 19Sam.
PVC, Val. Mikron VbvI 20Saah
Stop/ Filler, V Vert. Mikron A l 24Balance
BSI 25Sash
Cam, PVC B51 Plastic 26
Clip B31 SS 27Lock,
Yn , P ktt ock 28Keeps,
Mpod, PVC Interlace zamse 30
1 P-4I79 Weep Corer sv/ P c 32
1 P-3429 jWstp, 0270 x .1117 beck FInSQW, Gnq U1relab 33EP.-
4254 We .,
0.270 x .1117 beck 34Wst
0.270 x .187 back FlnSft. Ukrabb 35Wet
02M x .187 beck FilSeel Gray Ukrafab 36WatP.,
02M x .187 i eel, Utraleb 37
x 2.12 PH Mod Two Type A, Tek 2 A Steel 3893
x 0.625 Ph PH SMS Hib steel 39
Y8 x 1.250 Ph FH , Wht. Htb C8Si" 40e8
x 3/4 FH PH vd#G Head TEK, wit lib city 31 44
P3342 Seam Sealer, SM-5504 Schnee 45
P3752 P , 1/7 Hda M&M Ion 48
P3438 kalex 552 or PurNd Gime'Fr 3 et 48
P-3352 Set. 81A., 85 Dour., 1/8- x 5/8' x 2" F. Lowe Fibber 51
P-3681 T . (PFRC/DP) SZ
3813 CWS . (tape Pro Law 53
Glass, Fbred Shaer 3) 54
Sash (see Sheet 3 55
P "I Spacer (see sheaf Duraseel 58
P3281 sea sheet 3) Durassa, 62
P Wit Screen rane, Horiz. AlkneW Ahm 63JP-
31 Pmme,
Vert. Alknetal A 84
R me Key Almetai Plastic 65Screen
Cloth, 18 x 16 Fbarylep anise F e 88Screen
Spline, .155 DhL, Bk. Vowl 67Screen
Pull Tab Summl Akm 88Screen
Song, SS Fl. Screen 69IMF,
H, WFln., PVC Mkron vinyl 70Screw
ter PVC T. Phstics Nybn 71
5-0063 FtxodRoll Cowr Virryl LINE ITEMS
NOT USED: 6-7,
11, 21-23, 29, 31, 41-43, 47, 49-50, 57-81 NOTE: ALL EXTRUSIONS AF PVC FRAME
FIN H-MB
PVC FRAME
FLANGE H-SM1
PVC SCREEN
SUPPORT S-6014
tne• REJNF.
SASH
MTG. RAIL H-1497
PVC SASH
BTM. RAIL H-602S
1 3!
16' 1 1
tiAT
I 1/
16' PVC SASH
SIDE RAIL H-6004
t w }
PVC SCREEN
CATCH S-6013
yr REINF.
SBR/
SSR S-1498
i SCREW
SUPPORT
P-3113
E ALUMINUM
6D63-T6 UNLESS OTHERWISE NOTED_ I 1
PVC SASH
MTG. RAIL H-i027
FIXED MTG.
RAIL H-1836
PVC SASH
STOP S-6022
PVC GLAZING
BEAD S-6064
L ,/,e
PVC FIXED
RAIL COVER S-6063
Florida Building Code Online Pagel of 2
FloWaDepa trherxd =5 Home I Log In : Uaar Nsgfsoatlon I Hot TePlo l sOmt s,eeMarye
Bushes f.
Professi nal ProductApprovalUsff al USER: NNW
User Regulation I?
u• '
l Stab & Facts
I puU=510 I rec WAR I hM rice w I LMIn I rcY ' Produn AnemYel
Menu > > AoN .teen I is > Applleatlon DetAl FL 8
L9520-RS f * L
Application
Type
Revision Code Version
2014 Application Status
pproved Comments Archived
Product
Manufacturer
Custom Window Systems Inc. Address/Phone/
Email 1900 SW 44th Avenue Ocala, FL
34474 352)368-
6922 skoss*cws.
cc Authorized Signature
Koss Erin ekoss0cws. cc
Technical Representative
Erin Koss Address/Phone/
Emall 1900 SW 44th Ave. Ocala, FL
34474 352) 368-
6922 Ext291 ekoss@cws.cc
Quality Assurance
Representative ay Lathrop Address/Phone/
Emall 1900 SW 44th Ave. Ocala, FL
34474 352) 368-
6922 Ext291 jlathrop0cws.cc
Category W
Indovos Subcategory Mullions
Compliance Method
Evaluation Report from a Florida Registered ArchRect or a Licensed Florida Professional
Engineer Bi Evaluation
Report - Hardcopy Received Florida Engineer
or Architect Name who developed the Evaluation
Report Florida License
Quality Assurance
Entity Quality Assurance
Contract Expiration Date Validated By
Certificate of
Independence Referenced Standard
and Year (of Standard) Equivalence of
Product Standards Certified By
Lucas A.
Turner PE-58201
Keystone Certifications,
Inc. 04/10/
2016 Steven M.
Urlch, PE F0 Validation
Checklist - Hardcopy Received Standard Yur
AAMA 450-
06 2006 ASTM E1886-
05 2005 ASTM E1996-
09 2009 PA TAS
201/202/203 1994 http://www.
floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/0(3/2015
Date Approved 06/23/2015
Summary of Products
00 P.L S Model, Number or Name Description
9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of use Installation Instructions
Approved for use In HVHZ: Yes FL9520 R5 I1 CWS-836A (3 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Others Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-836A (3 In Mull. IMP).odf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
9520.2 4" Num. Tube Mullion 4" Alum. Tube Mullion, Horbontal & Vertical, Fin & Flange
applications. (IMPACT)
limits of Use Installation Instructions
Approved for use In HVHZI Yes FL9520 R5 II CWS-837A (4 In Mull. IMP).Qdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvaIRen CWS-837A (4 In Mull. IMP).Ddf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
9520.3 5 1/2' Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin &
Flange applications. (IMPACT)
Limits of Use Installation Instruction
Approved for use In HVHZ: Yes FL9520 R5 II CWS-838A (5.5 In Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant) Yes Created by Independent Third Party: Yes
Design Premurei N/A Evaluation Reports
Other: Lange Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-838A (5.5 in Mull. IMP).Ddf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
heat
Sa01AGLU9 is 1940 North Monroe $haet. TaIL•hanee FL 3Z399 Phone: BSO-4e7-1824
The State of Flw Is an M/Ee0 employer. r"ovrbht 2007-2013 State of Florida.:: Privacy statement :: &&UgbfflbLfitaWCMrA :: gmpQ Staternent
under Florida law, aural addressm are public records. If you do not went your *-null address released In response to a public records request, do not Land
electronic retell to this entity. I..Lad, mitsct the offtu by phone or by traditional mall. If you have any question, please contact 850.4e7.139S. ePursuert to
section 455.275(1), Florida Sbtutn, aRYctive October 1, 2012, licensees Iansod under Chapter 455, F.S. nest provide the Department with an emal address r
they here one. The emals provided may be used for nsn rofficialcommunicationwiththelicensee. However anal addresses are public record. It you do not wish to supply
a personal address, please provide the Department with an atrall address which can be mede available to the pudic To determine M you are a licensee under Oaplar
455, F.S., please click htR. Product
Approval Accepter E3
CrcdrtSAFE
http://
www.floridabui lding.OTglprlpr_app_dtl. aspx9param---wC EVXQwtDgvIHvmuJRWcZ... 6/25/2015
URNER
ENGINEERING &
CONSULTING, INC.
Product Description: PVC 3" Mullion H-1758
Manufacturer: Custom Window Systems, Inc
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. 429779
Evaluation Report 836A
April 27, 2015
1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5`h Edition (2014) Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-836A, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3833-1, -lA, -2, -2A, -3, and -3A, from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E
1996-04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-836A.
Limitations of Use: This product:
May be used up to the sizes and design pressures as shown in CWS-836A, using clips as
shown in CWS-836A
Is Large Missile Impact Resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
May only be used with Custom Window System, Inc. windows, please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire assembly.
Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
P
1fn nisry
kAflREtV i A#
G .
P.y oENsfi..'i0110
No 58201
4/27/2015
s'P STATE of ; uR Lucas A. Turner, P.E.
M
R66Nt:*,`
FL PE 458201
0
iii 0NA Lucas A. Turner
2015-04-27 21:00-04:00
oIlvl - v n%.a
SHOWN w/DIFFERENT
EXAMPLE HORO.VERT. MULLION
FOR SECTION VIEW ONLY
W.HT xeYde:11:1Zlk
ANCHOR CUP
ANCHOR
9
X
GFNFRIII NCITLC:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WIN070W SYiT13ESYiiHE'
I/
l//y/{Twl
THE FLORIDA BUILDING CODE (FBC), CURRENT EDmON INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (F M AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA. FLORIDA 34474
WWWCWSCC
2. CONFIGURATIONS (SEE SHEETS 2.3): VERTICAL OR HOROONTAL
3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3"PVC
REFER TO SHEETS 2-3)
MULL BAR
4. ANCHORAGE, THE 331137E STRESS INCREASE HAS NOT BEEN USED IN THE IMPACTDESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. wNOLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
u
FSPRODUCTAPPROVEDFORIMPACTRESISTANCE. SHUTTERS ARE NOT REQUIRED.
S. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. x I7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE y
APPROVAL O
a RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY 65
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY la
REQUIREMENTS RESTS SOLEY W RH THE ARCHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR. a
9. SINGLE LINKS TO 8E MULLED ARE NOT LIMITED TO THOSE SHOWN 1N THIS 12
DRAWING, SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 8 8
CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR I c
t
EXTRUDED ALUMINUM. Z
10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS
SHOWN HERE IN. ENd rG'6i
11. HORQONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
J•,•-q
JCj de
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.?-: No 59201 P _
Ki
Lucas A. Tumer
2015-04-27
21:00-04:00
LUCAS A. TURNER. P.E.
FL PE i 5E201
1239 JABARA AVE.
NORTH PORT, FL 34268
PH. 941JE0.1574
GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES 8 ELEVATIONS_..._..._../ DRAWN
DP CHARTS ............................... ................ 2-3
BOM 6 EXTRUSIONS ..... _.... ....... _..............4 ANCHOR CLIP AIDE 09/27/12
EXTRUSIONS ........................... ..... ..............5
SECTION VIEWS .............. . ....... ............ ..67 EXAMPLE VERTICAL MIAJ ION FOR CWS43W ACONFIGURATIONS8ANCHORNOTES ....8 PVC WINDOWS FOR SECTION VIEWS ONLYP4TALLATIONDETAILS ... ........... _......... 9-t0 bco SHEET
1:25 1 OF 10
pact PVC 3• Mr9ion H-175e, with •
or WOOD oer each cnd of m Loon.
ID or METAL o
1 /4' ELCO UL
e 42 3/4 80.0 80.0 8D.0 8D.0 90.0 80.0 8D.0 80.0 80-0 B0.0 80.0 ED 0o.0 80.0 80.0 80.0 80.0 90.0
48 3/4 80.0 90.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 650
53 US 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 8D.0 80.0 90.0 80.0 80.0 80.0 80.0 65.0 B5.0 65.0
0 80.o 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 90.0 80.0 80.0 65.0 65.0 W.0
B3 80. 80.0 80.0 80.0 80.0 80.0 90.0 80.6 78.9 766 74.8 72.5 65.0 65.0
0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 66.0
2 68 65.0 65.0 65.0 65.0 65.0 65.0 66.0 65.0 65.0 65.0 65.0 63.5
72 65.0 65.0 65.0 66.0 65.0 65.0 65.0 64.9 61.7 SB.1 56.9 53.7 I
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3' MULLION 1755, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
4) 010 SCREWS INTO WOOD or METAL
4) 3H6' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
Design Pressure Chart (PSF) for NON -INTERSECTED mpaq 3' Mullion H-1758, with 1776 ps s z (6) #10 Sorows Inb WOOD or METAL or 3M 6' ITW Tepcons or ELCO, ULTRACONS Into SOLID C ETE cr
WOOD par each and of mufon. HOLLOW or GROUT-Fli I BLOCK rewire 1/4' ELCO ULTRACONS.
c 42 314 80.0 90.0 80.0 80.0 90.0 8D.0 90.0 B0.0 90.0 80.0
46 3/4 80.0 W-0 90.0 80.0 80.0 W.0 90.0 8D.0 80.0 80.0
631/8 90.0 90.0 BOX SD.O 80.0 80.0 80.0 B0.0 00.0 80.0
57 80.0 So 80.0 80.0 80.0 90.0 80.0 80.0 80.D 90.0
5 63 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 B0.0 00.0
j 65 65.0 65.0 65-0 85.0 65.0 65.0 65.0 65.0 65.0 85.0
Z 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0
72 65.0 65.0 65.0 65.0 1 65.0 1 65.0 66.0 1 64.9 61.7 59.1
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END)
1776 CLIPS
6) #10 SCREWS INTO WOOD or METAL
6) 3/16' ITW TAPOONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
8) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
ZIN _ TRANSOM OVO TWIN TRANSOM O
MLLON I0NtVVERnCALMULLVERTICALULLPON0
7 r 7
A J I
I LI f LII 1 iII OPENLNGSIZE-+
I +I OPBNNG 317E Fes--- OPENING SIZE OPENIM 0
NOTES:
1.
THE MULL BAR N FOCUS FOR ANY GIVEN CONFIGURATION
IS SHOWN IN BOLD. 2.
AN INTERSECTED MULL BAR HAS OTHER MULL BAR(
S) ATTACHED TO TT (SHOWN N DASHES) THROUGH
THE USE OF MULL BAR CUPS. AN INTERSECTED
MULL BAR WILL ALWAYS BE ATTACHED
TO THE SUBSTRATE AT BOTH ENDS. 3.
NON-NTERSECTED MULL BARS CAN BE ATTACHED TO
THE SUBSTRATE AND OTHER MULL BARS. TWIN
TPUPLE TWNmaPLE HORIZONTAL
MULLION HORIZONTAL u i ON HDARONrAL MILLION US
r
F OPENING
p
SIZE wL
1-
MULL
LENGTH I-MUU.LENGTH -i MULL LENGTH 19010
SW 44TH AVE. OCALA,
FLORIDA 34474 WWW.
CWS.CC 3"
PVC MULL
BAR IMPACT
R=
WE
dZ '
No 58201 b:
STATE
OF i,A LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE- NORTH
PORT, FL 34288 PH.
941-380.1574 DP
CHARTS NON -
INTERSECTED MULLS
ADE
0927/12 CWS-
836 A SHEET
1:
1 2 OF 10
Design Pressure Chart (PSF) for INTERSECTED Impad PVC 3'Millon H-1758, with 1522 cilps using four (4) 010 Sanwa into V40M or METAL or 3/16'rTW Talocons Into SOLID CONCRETE or WOOD, or 1776 cops
with six (6) 010 Screws Info WOOD or METAL or 3/16' ITW Tapcons Into SOLD CONCRETE or IMCOD per each and of mullion. HOLLOW or GROUT -FILLED BLOCK rwfulre 1 /4' ELCO ULTRACONS.
1
WIND"MTEM
19W SW 44TH AVE.
OCALA, FLORIDA34474
WWWCWS.Cc
OPENING SIZE (IIL)
39 1 45 51 67 63 so 76 3M 81 87 1 93 g9 110 318 114 120 126 132 138 145 318
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
2 42314 50.0 50.0 50.0 50.0 0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 S0.0 50.0
48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
3" PVC
MULL BAR
IMPACT
531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Sao 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1
63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47A
ss 50.0 So.O 50 0 50.0 50.0 50.0 50.0 so 50.0 50.0 50.0 50.0 49.8 47.6
72 50.0 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0
DP CHART IS FOR:
INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END):
1522 CUPS
o
Y
4) 010 SCREWS INTO WOOD or METAL
4) 3/16' ITW TAPCONS or ELCO ULTRACONS INTO SOLD CONCRETE or WOOD
4) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK LL
1767 CUPS
6) 010 SCREWS INTO WOOD or METAL
6) 3/16' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 4
6) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
12
TW"TFWPLE
HORMITAL MULLION
V6TTICAL
MULLIONLu
I- ORE
r• 9r'c(EAi*ti:`'Qr'
e t
i,
Jif
fob 58201 - L'71y
1m
Q ISTWIN I
STATF OF fw
O
F R u5 LLW I OR I O r089R •
Aryl 10Kn,n` ITRIPLE
L
UNITS
BELOW
III d
OPENM WZE MU L LENGTH
I4127I2015
LUCAS II TURNER. P.E.
FL PE a 58=1
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-38D-1574
NOTES. DP CHART
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
INTERSECTED MULLS
DRAWN Or. 13AIE: 2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CUPS. AN
ffin3iSECTED MULL BAR W ILL ALWAYS BE
ADE M7/12
o r.
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-B38 A
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1
SHEET
3 OF t0
USE WOOD SCREW ffi2E (110 OR SIM SPECIFIED N WINDOW UNIT APPROVAL DOCUMENT
1 3/4"
7nE 7
11
1?
1 111E
1 1!4' 1 !
191E
1n6
MULUCII INTERIOR
1n6'
DRIP CAP 8-1E96
COVER 5-0011 FLANGE ADAPTER S-1ED5
TOW VIEW
213hE 1!ELo 21/IE
13h
T NUUZAR H-175E L
MULLION CUP SAW
A
SCORE, BEND AND BREAK
TO REMOVE RN FOR FRAME
ATTACHEMENTTO MULL BAR
DETAIL A
TVP. FIN FRAME 3:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
LINE ITEMS NOT USED:
5-6, 12
114
1
2 1/4'
L 1/0'
4 7/F
F-1522 - 013
NEW CONSTRUCTION / FIN NSTALLATION
FRAMETYPE OPENING
NEW
FLANGE
RETRO
NEW
FIN
REPRO
NEW
BOX I
REPRO
F-1522-013
F-1522-W6
F-15M.01;
F-1522-013
F-1797-M
1
23nE
1! LI !I'
h 4 7ir
F-1522-M
REPRO / FLANGE CLIP
WINDOW =YSTEM K
19W SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.ccW.CWS.CC
3'' PVC
MULL BAR
IMPACT
LUCAS A. TURNER, P.E.
FL P E t158201
1239 JABARA AVE
NORTH PORT, FL 34288
PH. 041-380-1574
BOM AND EXTRUSIONS I
ADE 09/27/12
V.:
CWS-836 A
SHEET
12 4 OF 10
FRAM TYPE pPE#OIO T MULLSAR CLIP 1' MULLBAR CUP
1b22.10(X 1707-30(X)
NEW F-1522-013 F-1757-MFLANGEYNDdM-TEM
RETRO F 1522-006 F 1767-001 19W SW "TH AVE.
FM
NEW F-15"3 F-1757-0D4(L&R) OCALA, FLORIDA 34474
RETRO F-1522-013 F-17157-004(L&R)
V^W.CWS'OC
NEW
BOX
NOTRECOMMENDED F-1767-M
REM F-1522-OW F-1767-001 3" PVC
I MULL BAR
IMPACT
o
Y
m
I- 2 314-
I
2 114' A
zw
2
I&r 12 Y49 2711E
I 711V THiU(TYP) 114- THRU(fYP)
If ,rr
OU'T'81DE DRE W
1 1/4• (TYP) 711E (TM JENa) &A_•G 3W
CD N 58201 t 1
516' 12 314") 1 51!' STATE
OF PU CD
3•
0 '6 yt`'oa1Q•'•` ...s....
Q,.. 170NAL- p` 1/a• ae1111% ` E
Wr 4127/201S rr
trr WCAS
A. TURNER, P.E. 2
34' 2 3I4' 'L' ANGLE 3' STANDARD MULL CUP - F17i7-001 FL PE # 5=1 E
y 1239
JABARA AVE. NORTH
PORT, FL 34288 L-
ANGLE 3' MULL CUP, FM (LEFT) F-1757-0DQ V ANGLE 3-MULL CUP, FM (RMT) F-1707-ONA PH. 941-380-1574 OUT81
ON: EXTRUSIONS
DFAWN
BrDATE: ADE M7112
Dwas: Htv.:
CWS-836
A SHEET 1:
2
5 OF 10
A HORIZONTAL MULL BAR SECTION
6FLANGE FRAME WINDOW
TO
FIN MUST BE REMOVED
WHERE WINDOWS
CONNECT TO MULL
AHORIZONTAL MULL BAR SECTION
FIN FRAME WINDOW
APPLY SEALANT ALONG R
LENGTH OF WINDOW FRA
GROOVE PRIOR TO ATTACHI
C01
1VERTICALtHORIZONTAL MULL BAR SECTION
J BOX FRAME WINDOW
APPLY SEALANT ALONG FULL
LENMMOFMULLBARGROOVE
PRIOR TOATTACHING DRIP
ADAPTOR
U '-
FIN MUST BE REMOVED O
WHERE WINDOWS
CONNECT TO MLLL 9
n0W(SEIE
II
DETAIL A
EHIND _
I
SEAL BEHIND RANGE 1 (SEE DETAIL B) PRIORBTO ATTACHING
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG RILL
TO MULLION I LENGTH OF MLILLBAR GROOVE
PRIOR TO ATTACHING FLANGE
e]yYF$MUIL BAR SECTKXJ iB1 VERTICAL MULL BAR SECTION
ADAPTOR
vFLANGE FRAME WINDOW QFIN E WINDOW— IN I
r DETAIL B
19DO SW 44TH AVE
OCALA, FLORIDA 34474
WWW.CWS.00
3" PVC
MULL BAR
IMPACT
z
4/27/2015
LUCAS A. TURNER, P.E.
FL PE 8 55201
1239 JABARA AVE
NORTH PORT, FL 3428E
PH. 941 -390-1574
EFT
SECTION VIEWS
MULLS
LAWN BY' DATE:
ADE 0927/12
r . r.
CWS-836 A
SHEET
12 6 OF 10
h I I
O O
A
O O
C) Il D
K! ", I_J
A 1
TOP VIEW
FIN FRAME
S MULLBM ('1- 760)
SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
4- MU LBAR (H-17511)
SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
SEE NOTE 1 7 IIll 0' MAX EDGE DISTANCE SEE
NOTE 1 7:F - 11Ttr MAX EDGE DISTANCE 1
1
SEE NOTES 1 i 2 1
1 SEE NOTES 1 A 2 (1 EA/CLIP) SEE
NOTE a (1
EAJCLIP) SEE NOTE 4 SC
S TL TO 3' VERT. MULLSAR SECTION C 4• HORIZ 3' VERT. MU LBAR SECTION 7E
FRAM 7 llwvw— SEE
NOTE 1 SECTION
VIEW A -A 1111ir
MAIL EOGE DISTANCE WINDIOW
ST11.1 L 1900
SW "TH AVE OCALA.
FLORIDA 34474 W
W W.CWB.CC 3"
PVC MULL
BAR IMPACT
U
LL
lJ
Qq SEE NOTES 1 i 219 rn"n••-- 41
EA -CLIP) z SEENOTE4412712015
LUCAS A. TURNER, P.
E 1y3" HORILF EVERT. MULLBARSECTIONFLPEi50201
1239 JABARA AVE- NORTH
PORT, FL 3428E
PH. 941-380.1574
I. SLIDE CLIP INTO
LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (CITY 1), AS SHOWN ABOVE. SECTION VIEWS
2 PRE -
MILLED HOLES(
rHRU HN CLIP IM, BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED ASNEEDEDWHLEMANTAf4NGAMINIMUMCUPsxGEDISTANCEOF02' AND A
MINIMUM CENTER TO Cef ER SPACING OF 1Y1. DRAWN BY. DATE: 3 THE ABOVE SECTIONS
APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ACE 0927/12 REGARDLESS OF ORIENTATION p
a. HORIZONTAL OR VERTICAL). THE FULL LENGTH aEv.: MULL MUST 1E THE
SAME DEPTH, OR GREATER. THAN THE INTERSECTING MILL. CWS-836 A 4. INTERIOR MULL ANCHOR
ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CUP. PRE -DRILL PILOTHOLETHRUALLMATERIAL1:2 7 OF 10
TWIN
VERTICAL MULLION
OPENING SIZE----
TWIN
HORIZONTAL MULLION
TT
uiJW L
W
A
IO
OrL
I MULLENGTH -.4 T NOTES:
TRIPLE
CAL
MULLION TRANSOM
OVER TWIN VERTICAL
MULLION OPENING
SIZE TRIPLE
TWINRRIPLE HORGONTAL
MULUON HORIZONTAL KIALION OPENNIO
SIZEMULLLENGTH -
4 MULL LENGTH -I TRANSOM
OVER TRIPLE VERTICAL
MULLION OPENING
SIZE TWNRRIPLE
VERTICAL
MULLION NOTES:
1.
THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION
IS SHOWN IN BOLD. 2.
AN INTERSECTED MULL BAR HAS OTHER MULL BAR(
S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH
THE USE OF MULL BAR CUPS. AN INTERSECTED
MULL BAR WILL ALWAYS BE ATTACHED
TO THE SUBSTRATE AT BOTH ENDS. 3.
NON-lRERSECTED MULL BARS CAN BE ATTACHED TO
THE SUBSTRATE AND OTHER MULL BARS. HOR12014TAL
MULLION W
m e
ziSINTl.E TWIN
Wq
O
JTRIPLEJ UNITS
i
IBELOW MULL
LENGTH-- 1.
AT MULLION LOCATION, ATTACH WINDOW UNITS) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNITAPPROVAL DOCUMENTS, FOLLOW
THE ANCHOR SPACING AS IDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SEZE (010 OR OM2) AS THE WOOD SCREW
INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL
CUP INSTALLATION ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 9. 3. ALL
MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS N CONTACT W ITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION. 4. INSTALLATION
ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLAT10N INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIEDINTABLE1, SHEET 9. 5. ANCHOR
EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUOCO FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCN.S, IF USED, INTO SUBSTRATE - IX BUCKS ARE OPTIONAL6. A
MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD
OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL
MEET THE MINIMUM STRENGTH REOUiiEMENTS AS SHOWN IN TABLET. SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NUT BE CRACKED. Q SEAUNG
AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMMAAMA 100(
FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS), FMAAVDMA 250(130X WINDOWS), FMNAAMAAVDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS
5 1900 SW
44TH AVE. OCALA. FLORIDA
34474 WWW.CWS
CC T, PVC
MULL BAR
IMPACT R
9
9TATE
OF ? t.:Q`,,
N.'
ONAt
a` pro, 1
7:z—
427/2016
LUCAS A.
TURNER, P.E. FL PE
t 582T11 1239 JABAAA
AVE. NORTH PORT,
FL 34250 PH. 941
ti380 1574 CONFIGURATIONS AND
ANCHORAGE NOTES
ADE 0927/
12 VG 9:
CWS-836
A SHEET 1:
1
8 OF 10
SEALANTALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHE
SEE TABLE 1
MN EDGE DIST. -
SEE TABLE I
19M SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT ANGLE MULL BAR CLIP
nMULLBARCUPTWOREOIDPEREACHENDOFMULL
j1
MULL BAR MULL BAR
u I
WL
INSTALLATION ANCHOR - INSTALLATION ANCHOR
BEE TABLE 1 II SEE TABLE 1
ADD STRUCTURAL ELEMENTS
SEALANT ALONG 16! ADD STRUCTURAL ELEMENTS
aD TO MAKE LEVEL FOR OUTSIDE EXPOSED AS RECID TO MAKE LEVEL FOR
lA
EDGE BY INSTALLER MULL BAR
N
PERIMETER SEALANT
MIN. EMBEDMENT BY INSTALLER
INSIDE AND OUT MN EMBEDMENT
SEE TABLE 1 SEE TABLE 1
SUBUTMSEETABLETS BY GiHERS
D` VERTICAL SECTION
f TYPICAL RANGE (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS
UBSTRATETYPE ANCHORTYPE WX BADMIRIT Ulk EDGE MST.
CONCRETE (2.0 KSI MN.) 3/16' ITW TAPCON 1' 3'
CONCRETE (2.05 KSI MN.) 311C ELCO ULTRAODN I V4' 1'
HOLLOW or GROUT -FLIED CMU (ASTM C-90) 114' ELCO ULTRACON 1-1/4' 2-117
2XMN. SOUTHERN PINE (G-0.55)
3MG' ITW/ TAPCON
1a/B 7/S
OR ELOO LLTRACON
MN. SOUTHERN PINE (G-0.55) 810 WOOD SCREW 1-w 7/111'
16 GAUGE (O.OBD') MN. STEEL STUD 10.16 HLTI KWK-FLEXOR ITW FULL THREAD
33 KSI YIELD MN) TEKS SELF01MIM SCREW THRU 0.060'
7/1B'
1/8' ALUM. RD63-TS MN.) OR 10 GRADE 5 SELF -TAPPING / FULL THI;FAD
11W STEEL (33 KSI MN.) DRLLNG SCREW THRU 0.125'
7/16,
i- -4 MN EDGE DIST.
SEE TABLE 1
E VERTICAL SECTION
f TYPICAL FLANGE CV ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR RANGE INSTALLATION
NOTES:
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
2 SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
3. RECESS RETRO MULLION CUP 3IB' MAX FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
4. FOUR (4) ANCHORS RECKARED PER T MULL CUP, SEE SHEETS 2-&
THREE (3) ANCHORS REQUIRED PER'L' MULL CLIP, SEE SHEETS 2-3.
5. SEAT KUIJON TIG.IT TO MULL CUP.
6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS
z:%
4127/2015
LUCAS A. TURNER, P.F-
FL PE # 5B201
1239 JABARA AVE
NORTH PORT, FL 342BO
PH. 941-380.1574
HUT D lost
INSTALLATION DETAILS
FLANGE
ADE 09/27/12
CWS-836 A
ALE SHEET
1:2 9 OF 10
FIT
AR CUP
i
MULL BAR
7 - INSTALLATION ANCHOR
SEE TABLE 1, SHT 9
SEALANT ALONGE
OUTSIDE EXPOSED
rayEDGEBYINSTALLER
EXTERIOR FINISH e S MIN. EMBEDMENT
8Y OTHERS Li - - SEE TABLE 1. SHT 9
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, BHT 9
MN. EDGE DIST.
SEE TABLE 1, BHT
F VERTICAL SECTION
10 TYPICAL FIN (REM FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
OUTSIDE EXPOSED EXPOSED
EDGEBYINSTALLER
EXTERIOR FINISH —
BY OTHERS
PERIMETER SEALANT —
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1. SHT 9
rvwN
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
TW REQD PER EACH END OF MULL a
O
TI1
MULL BAR
m
Jl, INSTALLATION ANCHOR
SEE TABLE 1, SHT 9 LL
ZZ
r CL
SEESEE TABLE 1, SHT 9
MN EDGE DIST.
rci-N yERTIGILSECf10N SEE TABLE I,SHT 9
10 TYPICAL FIN CL' ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
NOTES:
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
2_ RECESS REM MULLION CLIP Wr MAX FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
3. FOUR (4) ANCHORS REQUIRED PER MULL CUP, SEE SHEETS 2.3.
THREE (3) ANCHORS REQUIRED PER L' MULL CLIP, SEE SHEETS 2-3.
4. SEAT MULLION TIGHT TO MULL CUP.
5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS,
zz
412712015 LUCAS AL TURNER,
P.E. FL PE N
58201 1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 HEET DE TION:
INSTALLATION DETAILS FIN
ADE CW7/
12
v.. CWS-836 !
A
SHEET 1:2
10OF
10
MIAMI-DADS MiANII-DADE COUNTY
0 PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADI•IiNiSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration (late stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone,
DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev C, titled "Vinyl SGD", sheets 1 through 13 of
13, prepared by manufacturer, dated 11/18/10 and last revised on 06/10/15, signed and sealed by Anthony L. Miller,
P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See table 2 (sheet n and table 3 (sheet 2) of this approved drawing set for applicable SGD unit sizes,
design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements.
2. See sheet (12) for panel con figu ratio us & limitations. Size over 96" height is limited to max 4-panels.
3. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid
PVC to be labeled per referenced NOA's requirements.
4. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable.
5. Pocket walls under separate approval, to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #13-1125.05 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Islinq I. Chanda, P.E.
NOA No. 15-0409.02
MIAMw nEC Expiration Date: April 14, 2016
Approval Date: June 18, 2015
Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files see below).
2. Drawing No. MD-SGD570-01 Rev C, titled "Vinyl SGD", sheets I through 13 of 13, prepared by
manufacturer, dated 11/18/10 and last revised on 06/10/15, signed and sealed by Lynn Miller, P.E.
Note: This revision consists of series changes and FBC update.
B. TESTS (Submitted under files # 13-1125.05 /#11-1018.19 /#11-0107.04)
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
along with marked -tip drawings and installation diagram of vinyl sliding glass door, prepared by
Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 tlu-u A-22), dated
11/19/10, signed and sealed by Jorge A. Causo, P. E.
The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by
Marlin D. Brinson, P.E. (reviewing Engineer).
2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by
Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by
PGT, dated 03/30/15and last revised on 06-09-15, signed and sealed by Anthony L. Miller, P.E.
2. Glazing complies with ASTMS-1300-02, -04 & -09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their "White Rigid
PVC", expiring on 09/30/19.
2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan
Non -White) Rigid PVC", expiring on 12/29/16.
3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their "Brown Coated
Painted or Laminated) White Rigid PVC", expiring on 09/30/19
4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTMS-84, ASTMD1929
and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material.
Isha4 I. Chands, P.E.
Product Control Examiner
NOA No. 15-0409.02
Expiration Date: April 14, 2016
Approval Date: June 18, 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (continue):
5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
DuPont Sentry Glass ®", expiring on 01/14/17.
6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for "Butacite PVB
Interlayer", expiring on 12-11-2016.
F. STATEMENTS
1. Statement letters dated 03/30/15 compliance to FBC 2014 (51h Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E
2. Letter of lab compliance, pant of the above test reports.
G. OTHER
1. This NOA revises #13-1125.05, expiring April 14, 2016.
2. PGT dated March 30, 2015 by Lynn Miller, P.E. confirming extent of revisions.
3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO.
4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E.
Ish q I. Chanda, P.E.
Product Control Examiner
NOA No. 15-0409.02
Expiration Date: April 14, 2016
Approval Date: June 18, 2015
E-2
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN 8 TAN PVC
MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS}
2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T-TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090' SENTRYGLAS® (FORMERLY
KNOWN AS SENTRYGLAS® PLUS), PVB=.090' BUTACITE PVB:
GLASS TYPE A: 3116' HS GLASS + ,090• SG INTERLAYER + 3116' HS GLASS + 7/16' AIR SPACE + 3116' T CAP
GLASS TYPE B: 3/16' HS GLASS + .090' PVB INTERLAYER + 311W AN GLASS + 7/16' AIR SPACE + 3I1p' T CAP
GLASS TYPE C: 3/16' HS GLASS +.0917 PVB INTERLAYER + 3MB' AN GLASS 4 Oil 8-AIRSPACE WITH HEAT -MIRROR FILM + 3110' T CAP 3116-t GLASS
APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995, INTERLAYERS MAY BE MANUFACTURED BY E.I. DUPONT DENEMOURS R Vlr HS GLASS -
CO., INC. OR KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
VARIES,
SEE SHEETS 8 & 9
LARGE 8 SMALL
MISSILE IMPACT
IIA11C NOM. 1-111C NOM
711CAIRSPACE 7/16•AIRSPACE NOTE:
311r AN GLASS -&
C BEDDING
3nr HS GLASS
SURFACES
sHALL Nor BE
PANTED OR
LAMINATED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS:
IM ow pyg NEXT. INT.
OW SG
1/4' ELCO ULTRACON OR 1/4' ELCO CRETEFLEX. SEE TABLE 1. SHEETB FOR DETAILS.
NTEMAYEa INTERLAYER y1C T GLASS
7NC
3116'TGlA55 7/1C
NOM
PAINTED/ LAMINATED SURFACEPAINTS
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X NOM 7 e 8 (
DASHED LINES)
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-117 THICK O 11
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 71! ; Q O i 9
GLASS
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8 1 3
NOA DRAWING MAP
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTFIERS) I SHE
MAX. 1/4- SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND 1 l I 2
TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD 3 PALMED/ 3 GENERAL NOTES .......... 1
SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC LAMINATEDGLASSTYPE'A' LAMAreO GLASSTYPE'B' DETAILS .........I
SO LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-0
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS (DASHED LINES) INSULATED GLASS HORIZ. SECTIONS......... 5
EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE VERT. SECTIONS ........... 6
OF THESE INSTRUCTIONS. I y ACCESSORIES...............7
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO
WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
9) SHUTTERS ARE NOT REQUIRED.
10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION
FOR FRAME HEIGHTS UP TO 98' OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96' AND UP TO 120-.
11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10.002-792(A) 610-006-10231: CAMBRIDGE 535753-09; ELCO ULTRACON PER CURRENT NOA; ELCO
CRETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC
PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM
ALUMINUM DESIGN MANUAL
12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY
KNOWN AS THE 2870 SERIES. THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES.
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
TABLES. FOR GLASS TYPES B y LYNN 4/11,, FO • •"""' •CENSESLIDINGGLASSDOORSMAYBEDETERMINEDFROMTHEDESIGNPRESSURE
0 ' OR C, USE TABLE 3, SHEET 9. FOR GLASS TYPE A, USE TABLE 2, SHEET S.
e?: ' k
2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL HD 50705PANELWIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE.
3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 6, h, Ou- w4) ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 0
FROM THE DESIGN PRESSURE TABLES (TABLES 2-3. SHEETS 8 3 9). VERIFY THAT THE REQUIRED DESIGN
n '•., PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6LORL0?•'
5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. i S1ON ` 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7 1l!VRNiAP E tILLE)t,. P
EA SEnS 3116'
AN GLASS LICHSOLASS -
WIC
AIRSPACE HEAT-
MIRROR FILM NT
Low
PvB 311V T GLASS INTERLAYER
716"
PANTED/ LAMINATED O'+ ' SURFACE(
OASHED 7/
S• Q LINES) GLASS
I DIRE
I I
I
I 1
GLASS
TYPE 'C' PVB
LAMINATE, INSULATED WITH
HEAT -MIRROR FILM GLASS
ft~
or. I
Dow
RwYorr J.
R. 03/18/15 1 RENAMED 570 RwWor
D"' RwYrc J.
R. 11/05/13 RENAMED 2870 e
GENERAL
NOTES & GLASS TYPES PRESSURES
8-9 LIST..................
11 URATIONS........
12 TYPES.................
13 HW
DUCT N) YI BB r «
r v" LM n.,uL bYl+
1
1 C.wl J
ROSOWSKI Oro
7ECHAMOGYORVF TIr: N.
FL3076 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.
O."1371 T101R7M)
S. FL 31T71 A,,,,
5570/2770 NTS 1 OF 13 MD SGD570-01 C
2-TRACK CONFIGURATIONS 11_ I n 71,
C MAX. MAX
ANCHOR
ANCHOR
of E
LOCATIONS FOR
DETAL A LOCATIONS FOR NEXT. BYPASS
NEXT. POCKET CONDITIONS.
CONDITIONS. 21A'
ANCHORS INTO MAX
12' MAX O C.
P-HOOIC O.C.
APPROX. V.
NONSTRUCTURAL
01EAD i SILL)
I ®
1 ANCHOR 0 CENTER OF ® 1 ANCHOR *CENTER LOFEEACHPANEL. SEE TABLES DETAR 1 EACH PANEL SEE TABLES
EXTTON
SHEETS Sl9 EXTTON
SHEETS
Si 9. 321 V
MIN. O.C. 2 ANCHORS
0 CENTER OF 2 ANCHORS 0 CENTER OF TEA DS2
EACHPANEL SEE TABLES ON DETAIL G2 EACH PANEL- SEE TABLES SHEETS S i
9. ON SHEETS 9 i 9 EXT. E%T.
v '
r wN.00
1' MIN. O.0 3219' MIN 0
C CLUSTER OF 3
CLUSTER OF 3 ANCHORS 0 STILE
ANCHORS 0 STILE DETAIN. C1 INTERSECTIONS
H1 INTERSECTIONS. SEE EXT SEE TABLES
ON
TABLES ON SHEETS 5 i 9. SHEETS S i
9. EXT.T - 1' MIN. O.
C. 1' MIN. O.
C. V MIN O
C. DETAIL C2 CLUSTER
OF 5
CLUSTER OF 5 ANCHORS ANCHORS 0 STILE
0 STILE INTERSECTIONS. 2.37V TYP.
INTERSECTIONS. DE7AM1 H2 SEE TABLES ON SHEETS SEE TABLES ON
S i 9. EXT. _ .. _ SHEETS 5
i 9. EXT.V . 32I W MIN.
O.C. 4' M9N. O a V MAX. S'
MAX. TO ENDOF O
END OF F ATTACHED JAMB ATTACHEDJAMB
DETAIL D1ANCHOR ®
ceTAa F
1 ANCHOR
0 SILL ENDS. EXT-V
HEAD ENDS.
EXT. NOTE: SEE TABLE 1,
SHEET S FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN ® 21' O.
C. WEEPHOLE PATTERN @ SILL ENDS DAYLIGHT OPENING IDLO) FORMLAAR
WIDTH: PANEL WIDTH - "IV
HEIGHT: PANEL HEIGHT-5-
2119' PANEL HEIGHT - FRAME HEIGHT -
2A' DLO DAYLIGHT I • OPENING
WDTH
Al
DETAIL DAYLIGHT SHIEEr
OPENING HEIGHT
DETAI
SNEE
x
OR
XYx
PANEL TYPE PANEL TYPE
POCKET DETAIL 7 ALL
2 BY 1 SHEET SHEET
OTHERS _ PANEL UNDER DET,
LL
3
PF HEIGHT OLD SEPARATE a SHEET I
APPROVAL) / L DETAIL / SHEET
INTERLOCX I
SHOWN
OF —
S'
MAX 11I •
PANELP
L_ (0
HEAD ll• iSILL) 6'
MAX. - I
T W
MAX HEAD i Su) )"— (HEAD & SILL)
DETAI THIS 3HEE DETAIL _ DETAIL
DETAILHT - HIS{H
SHEE MSHEE I7ETAl 01 HIS
SIIEE C5.
2 ANCHOR
C3-1 ANCHOR CONFIGURATION SHOVVW.
CONFIGURATION SHOWN: (SEE APPLICABLE DP
SEE APPLICABLE DP TABLES 2.
3 OR I) TABLES 2.3 OR 1)
NOTES: 1) FOR CONFIGURATIONS, SEE
SHEET
12. 2) FOR ANCHOR EDGE DISTANCE
AND EMBEDMENT, SEE TABLE 1 SHEET
S. 3) DAYLIGHT OPENING (DLO) FORMULAS:
WIDTH: PANEL WIDTH - SA11M HEIGHT:
PANEL HEIGHT -S-911V
FRODUCT H) VH•ED 1) PANEL HEIGHT - FRAME HEIGHT-
2 5' r F. po.S.vH. M. FW-4d. t Z TGENJ.R. 03/
18/15 /
A THIS SHEET1 C : HL.r.dAIIc D.
r: Bww. N0.58705 _ J.R. 11/
05/13 CORRECT DLO o Cl *D 5 ANCHOR
LOCATIONS (2 TRACKS) J ROSOWSKI 1070 TECHNDL00YDRIW M. D.W
G : N.VV",,FL3075 VINYL
SGD INSTALLATION GUIDELINES 11/18/10 Ra M10X lam NOKOMIS a34274
awy., alr w..
c o.MD A L1MF)IAI L R`
P-E 5570/2770 NTS 2 OF 13 MD-SGD570-01 C P EA 55705