HomeMy WebLinkAbout23-7295flilllmm# #1 #=
30� z
11101111�
Address: 38245 6Th St
ZEPHYRHILLS, FL 33541
11111612112111111M
Building Valuation: $3,472.00
Electrical Valuation: $0.00
Mechanical Valuation: $0.00
Plumbing Valuation: $0.00
Total Valuation: $3,472,00
Total Fees: $86.04
Amount Paid: $86.04
Date Paid: 12/1/2023 8:26:15AM
BAR-007295-2023
Issue Date: 12 01/2023
`2
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice f(M
ff T-TOTMOTTIMMITIN-TITTIM
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
PE PT OFFICE()
* =01
813-780-0020 City of Zephyrhills Permit Application
Building Department
CZ Phone Contact for Permit 813) 72-1-6072
Date Receive Z� Permitting F(
Owner's Name David Maldonado Owner Phone Number 813-602-4006
Owner's Address Owner Phone Number
—Zelphyr.hills,F1, 33542
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38245 6th Ave Zephyi,hills, It 1, 33542 LOT #
SUBDIVISION 2 PARCEL ID# 22-31-15-14352-001-0040
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEWCONSTRE ADD/ALT SIGN DEMOLISH
El INSTALL REPAIR
PROPOSED USE SFR COMM OTHER E-
TYPE OF CONSTRUCTION BLOCK FRAME STEEL =
DESCRIPTION OF WORK td lalaaca a e For Size 3 Whidovqs) - I Mullion(s) -'NON-Impact. 12078.1 ; 15819.&
BUILDING SIZE I Sly FOOTAGE = HEIGHT
BUILDING $ 3,472.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C.
=PLUMBING
IML
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
(N
ID
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO
1 1 1 . III III III 111 1 1 1 1 1,
BUILDER COMPANY Window World of Tampa Bay, LLC
SIGNATURE REGISTERED ---Y / N FEE CURRENT
Address i i97d1 zadea-,our k� as 44: Seminole. F1, 33-777 License # -363
ELECTRICIAN COMPANY
SIGNATURE REGISTERED --Y/ N FEE CURRENT [YjN—
Address License #
PLUMBER COMPANY I
SIGNATURE REGISTERED '-'y / N 'FEE CURRENT Y/N
Address I License #
MECHANICAL COMPANY
SIGNATURE REGISTERED --JLY / NFEE CURRENT
Address License #
OTHER COMPANY
SIGNATURE REGISTERED --Y t N -HE —CURRNTT----LY t N�
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite. Construction Plans, Stormwater Plans wi Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application. notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Recools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
INSTR#2023179073OR BK10898 PG Page 1 of 1
10/10/2023 08:22 AM Rcpt: 2632348 Rec: 10.00 IDS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit Number
Parcel i Number � � w • r
40TICE OF COMMENCEMENT
State of erid
courtt� of 1, •
THE UNDERSIGNED hereby gives notice trial improvements will be made to certain real property, and 'in accordance )WAh Becton 713.13 of ft
Florida Statutes, the following • t provided in this NOTICE OF COMMENCEMENT,
�r LATION
2.General description of improvements: REPLACEMENT
WINDOW-21
# •., WEPLACEMENT " INSTAL
3.Owner information or Lessee Information If the .. contracted .Improvement:
a) Name and address: L2:f &,gl
b) Name and address of fee x: titleholder (if, different than Owner fisted abovell
c) Interest in property: OWNER
4.Contractor Information ASH
a) Name and ♦r
I M PARKWAY, Da ROCKSBEACH,
Fax No.: (optional)
r) Telephone No.: :ss
5.Surety (if applicable,op of the payment bond is attached)
r Telephone No.:
Amount . Bond:
6. Lander
a) Name and address:
b) Telephone No.:
7. Persons within the State of Flodi
713,13 (1) (a) 7., Florida Statutes:
.s . ► .. a'mm
a) Name and address. ►V ■ire
Fax No.: (optional)
s Telephone r
receivea.In addhion to himself or her -self, Owner designates
to
Notice as provided .; , s 4 Florida Statutes.
9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the
EE
s - t.. s •.ki s s. 1: .. r. s• w . -
•i
PAYING TWICE O.. IMPROVEMENTS
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.
to th�-best of my
mencernent and that the facts stated therein are jje
r r• perjury,/'have'.s :. s `s •. s sir,' s ■
'
knowledge and belief.
(Soature of:011,161i im o Lessee, or a s or Lessee's (Authorized Officeriobr,,iop,�,Abrapr) tint Name and Provide Sitinatorys Tiftunce)
The foregoing instrument was acknowledged before me this day of 0 S�tp 2023
OWN�R �we of authority, e.g. officer, trust . ee, attcrney in fart)
.ram•—..: �, �:.
by
as
for SELF authority— -e.g. Qfflmf, trustee, attOMey'n fact)
(Name of Person) —M 40141
o
1
ettle ( pe. _ u a wriam
n
Type of 1D DRIVERS LICENSE Notary Signature
Print name
fpYA�r - THOMAS FAAS
,.....• :. Commission # HH 097554
Expires February 25, 2025
`ykacs'`Rg' BondedTl-TmyFain ln mWe 7019
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Window and Sliding Patio
Door Contract
a", "o
e ZShowroom 10741 Endeavour Way #C. f�ff ffw Few, Pr ej-',
FL Contracor's License # SCC131151663 Location: Seminole, FL 33777
1.866.WIND.189 r8(6j6-!!9414t65-3189
'PL !T'
E-Mail �,Wind�2ws Remaining Doors Remaining
gi
Name Cust ID f p�4o me �Ph Phone
Work Phone
Adaress a 111
r'n" A A— At It,,
cry gplLons
AMT TOTAL
QTY Series Model #
AMT
Half Screen
$10 ESP
Double Hung - (Up To 114 Ulf
Full Screen
$26
8400 DH Weld/Weld 8401
$649
Double Locks ( A 30" wide)
$11 ESP
1' 1-00 DDIH Wcid[Nold 7701
3 0, 9
Argon Gas
$25 ---ESP
3000 CH Weld/Weld 3001
$399
Foam Insulation Wrap
$14 ESP
ALL D,',vbh,, -Ing 1,14 UI [,,to
- S In
OP Rated Glass
NIC NIC
Other Styles Model #
Beige or Tan or Clay Vinyl Color _
$62
Picture (Up To 77 U t)
$386
Wood Grain - Inside Surface —
$178
Picture (78 To 114 U,L)
$456
Exterior Color w/FLIII Screen —
$312
— Picture ( > 114 U 1)
$569
Low-E Elite Glass (App - .21)
$85 ESP
— 2 Lite Slider - (Up To 101 Wit
$463
Tempered Glass Per Sq Ft,
$26
— 2 Ute Slider- 1' 0?1 To 13r L! 1
$540
Obscure Glass So. Ft, ( Rain I STD
$11
— 2 Lite Slider - ( , 138 L1 1)
$680
Tinted - Grey or Bronze Sq. Ft
$11
Casemenz / Awi,Iiig
$589
Colonial 1 Contoured Grids
$77
3 Lite Slider - (up To 114 J,L)
$672
Oriel/Cottage Style 60/40
$26
— 3 Lite Slider - (115 To 138 Ut)
$773
Enei It Star Pack - ESP
$104
3 Lite Slider - (1 138 U I 1
$894
CITY Additional Labor Chartaes
AMT TOTAL
8400 Series Upcharge - Add
$250
— 2-Lite Slider Iinst. > 114 UJ. ADD
$40
8402 > 138 LLI - Add
$250
— Remove Steel WInclovil
$50
8403109 UpchRme - Add
$400
3-Lite Slider Inst. ADD
$80
Single Hung Special Shape
$899
Installation - Standard
$150
'Z Recess Opening
$50
Install Custom Int/Ext Trim
— Additional Story Charge - Per Floor
$40
$10
Specialty Windows
CITY Manufacturer Type Model #
hill TOTAL
— Install EAenor Capping
$125
Say Window Finish &'Trim
Header Flashing (Required For Siding)
Repair Sill OR Jamb Per Ft,
$300
$12
$25
Structurat Mullion for multi -Unit
Replace Interior Marble Sill
$90
$110
Replace Exterior Casweits Sill
Install pocket Door
Maintenance Agreement - # of Windows
Install WOCD Lock
$335
$800
_
$50
Sliding Patio Doors
Oty Manor I model # pim.l.ffoirk.
AMT TOTAL
F,11tte Glass mArgo,i 11—�
'120
Window World continues to mia�bfaj,, Good
Grids - Patio Door Per Panel
$
the
Housekeeping seat of approve, n'"I our
Beige - Patio Door Per Panel
$
randc),ibe are Goldhahet certified, ensuring 3
CutBack Concrete Slab Per Door
$360
our window systems are of the highest quality. All
of our f
Sliding Door Frame Installation
$250
windows have Double Strength Glds§ and DP rated
glass.
Panel Installation Add - Flo
$85
PRE 'j978 BUILT HOMES(Federal Load Contain ,lent Law)
8'Tall Panel Installation Add PP
$25
My Home Was Built In The Year
Initials: 74
Exterior Color Per DOOR -
$
The buyer Is responsible for;
Window World agrees
to instal( windows and doom You the buyer may Cancel this
Securing,identifying,and completing all HOA and Sub
as noted above and on
the attached order form and to transaction at any time
prior to
division rules, requirements, and applications.
perform other services as specified above for the price midnight of the third
business day
" Removal and re -installation of any existing securbY system,
quoted on this form.
No other promises, expressed or after the date of this transaction.
burglar bars, A/C units, window coverings, and/or obstructions
implied, are made except
those expressed in writing Notice of cancellation
must be in writing
prior to instailation.
on this agreement.
postmarked no later
than midnight of
Additional charges for removing items are at the following
if Window World seeks legal counsel to enforce the following third business day.
,cn,es. A,', und"sSu' d"', r," w!", Q
obligations under this contract, Customer agrees to NuALS:
i?A—
$10fitem; Shutters-$50 each. I
INITIALS: TP%K
pay reasonable attorneys fees and costs.
(N—
Na Customer Agrees to the terms of payment as tollaws
Total List Price $
Trip Charge and Administrative I Site Setup Fee $ 150.00
Lift / Crane - $800 to $1800 & Scaffold - $600 Per Day $
Permit, Acquisition, Processing, & Balance Cover Install Fees $ — 629.00
Total Amount $ Z=
CK # Custom Order Deposit 50% $
WINDOW WORLD. Balance Laid to Insloiler upon COMPlet1011
0 Amount Financed $ZW=
w Ate- Round Up & Contribute to St, Jude $
Loan Approval #
VISA —AMEX --T-P —Date —Sec.—Cd
27i
—
'Emp # Estimator Date Oq [Tate
W-111d d 1'� lo, i L 0 12023,
"'it""Opy 0119i'a ye—ry c—"' Owner Date
Y�LR �LT- �W.I� T to Sill - tj F_XP - /I Wind MPH -
.l T!jji.k- Roof HT- J1,14
fYl I WIDTH MANUr I f,10DEL I VW� I COLOINT � -T TH MFG sizr
COLOR R I couop. X
HAND GASS OE1,13C,
INCE OPTION nn t Im
LFE
1j"T"
LLE
ITT
LEL
_Ij;F
LET
L.EF4
LEE',
LEE
LEE
I certify the salesperson has explained and identified each and every abbreviation,
term, and drawing oil this page to my full and complete understanding including how
each and every window is removed, installed, trimmed, accossorizpd, and warranted.
DATE
FAX DATE:
Ii!)JIf
Phone.
custome��e :.ry
Phone:
Jri
Address city Zip
i V
While Copy -Original Yellow Copy . Custorner
1/7/2021 Florida Building Code Online
j
L—ME-61 Ic
BcTs Home W9 fn i User Registration Hot Topics Submit surcharge slats & Facts Pub6cabons Contact Us SCIS Site Man Logs seacio
d, b
_J ProdUCt ApproVall
b
USER.: Public User ,, Ji-
Ap";xc-.i> :fig QL,,-_.uc,, Us- > Application Detail
Nil
FL # FL12078-R7
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Associated Materials Inc.
Address/Phone/Email 3773 State Road
Cuyahoga Falls, OH 44223
(330) 922-2108
r4ckw@rwbldgconsultants.com
Authorized Signature Vivian Wright
hckwgirwbid9consultants,com
Technical Representative
Address/Phone/ Email
Quality Assurance Representative
Address/PhorielEmail
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 the Lyrdon F. Schmidt, F.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
1709,8
Method 2 Option 5
https:llfiohdabtiilding.org/prlpr_app-_dtl,aspx?param=wGEVXQwt0quJEQf8P6a6FAUmUcubT5z3Pai6x65CmTiC95Qc2CeSig`/a3d*/�3d 1/3
Florida Building Code Online
Date Submitted
Date Validated
mate Fending FBC Approval
Date Approved
FL #
12078A
Model, Number or Name
a, 3200 Structural Million
10/02/2020
10/05/2020
10/10/2020
12/15/2020
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other* Mullion Design Pressure varies according to mulled
window size. Refer to EVAL 12078,1 and INST 12078,1 for
Mullion Design Pressure Ratings, any additional use limitations,
installation instructions and product particulars,
Extruded Aluminum Clipped Mullion for use on Masonry or
Wood Openings utilizing *he Goal Post (at head and sill) Style
Mounting Bracket
Installation Instructions
Verified By: Lyndon F, Schmidt, RE, 43409
Created by Independent Third Party. Yes
Evaluation Reports
P - AF '1�) Eyi,i ndf ... . .. .... ,
Created by fndepende;tTilird Partv° Yes
12078,2 b, 3100 Structural Mullion ( Extruded Aluminum Clipped Mullion for use an Wood Openings
utilizing the Goal Post (at Sill) and the BLH Nose (at head) Style
Mounting Brackets
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ Yes
Impact Resistant. Yes
Design Pressure. N/A
Other-, Million Design: Pressure varies according to mulled
window size, Refer to EVAL 12078.2 and INST 12073,2 for
Mullion Design Pressure Ratings, any additional use limitations,
installation instructions and product particulars.
120783 c, 3100 Structural —&ransom Mullion
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ. Yes
Impact Resistant: Yes
Design Pressure* N/A
Other. Mullion Design Pressure varies according to mulled
window size. Refer to EVAL 120783 and INST 12078,3 for
Mullion Design Pressure Ratings, any additional use limitations,
installation instructions and product particulars,
12078,4 i 4 31.00 Structural Transom Mullion
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ., Yes
impact Resistant, Yes
Design Pressure: N/A
other. Mullion Design Pressure varies according to mulled
window size. Refer to EVAL 12078.4 and INST 12078,4 for
Mullion Design Pressure Ratings, any additional use limitations,
installation instructions and product particulars.
12078,5 i e, Series Structural Mullion
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ; Yes
Impact Resistant., Yes
Design Pressure. N/A
Other Mullion Design Pressure varies according to mulled
window size, Refer to EVAL 12078,5 and INST 12078,5 for
Mullion Design Pressure Ratings, any additional use limitations,
installation instructions and product particulars.
12078,6 i f- 'T' Series Structural Transom
Mullion
Installation Instructions
Verified By: Lyndon F. Schmidt, P.E 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent TNrd Party; Yes
Extruded Aluminum Clipped Mullion for use on Masonry or
'ood Openings utilizing the Goal Post (at head and sill) Styk
Mounting Bracket
Installation Instructions
ir,
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party; Yes
Evaluation Reports
Created by Independent Third Party: Yes
Extruded Aluminum Clipped Mullion for use on Wood Openings
utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style
Mounting Brackets
Installation instructions
P 7_j
Verified ByLyndon F. Schmidt, RE. 43409
Created by Independent Third Party! Yes
Evaluation Reports
I L I
Created by Independent "Third Party: Yes
Extruded Aluminum Clipped Million for use on Wood and
Masonry OPenings utilizing the Coal Post (at Head and Sill)
Style Mounting Braci�ets
Installation Instructions
Verified ByLyndon F, Schmidt, P.E. 43409
Created by independent Third Party: Yes
Evaluation Reports
Created by independent Third Party' Yes
Extruded Aluminum Clipped Mullion for use on Wood and
Masonry Openings utilizing the Goal Post Style Mounting
Brackets
https:f/www-floridabuilding,org/prlpr_app iC95Qc2CeSJig%3d%3d 213
_,dii.aspx?oararn=wGEVXQwtDquJEQf8P6a6FAUmUcubT5z3Pai6x65CmT
V5f232'
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. "es
Design Pressure* N/A
Other* Mullion Design Pressure varies according to **lulled
window size. refer to EVAL 12078.6 and INS7 12078.6 for
Mullion Design pressure Ratings, any addltjonal use limitations,
installation instructions and product particulars.
Installation instructions
Verified By: Lyndon P. Schmidt, RE, 43409
Created try Independent Third Party: Yes
Evaluation Reports
a
Created by Independent Third Party: Yes
12078.7 ; g, "C-Class" Series Structural Multlon Clipped Steel 2ev`, 2.25` and 2.5" Bar Mullion for use on Wood
and Masonry Openings
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. yes
Design Pressures N/A
Other; Mullion Design Pressure varies according to mulled
window size. Refer to EVAL 12078.7 and INST 12078.7 Par
Mullion Design Pressure Ratings, any additional use limitations,
installation tnstructiors and product particulars,
Installation Instructions
Verified By: Lyndon E. Schmidt, PE, 43409
Created dy Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
�0 ta,t tjS !c_ci "ha" 3-17,19 Ph.
ihv State of Norda �s an AA,, EEC �jaV"gilt, 2007-. Q $late: of Ftorna.: P'tvary statame�'r_ -: Aere5s hlticv�4f rorre�nt a aefurd �WTe;;,sT�at
Under Ronda tale, email addresses arm puhtic records. If you do not want Your e-mail addr"s re;eas„cd 'n . spasm to a public records ,*guess, de not send le tro.
.Tail to this entity, instead, coo acc the vffic by phone ur by vaditional mail it you naive any questions, pleaso cantact �150,487. f.395. °Pursuant to Se vo 455_275(i),
Florida Statutes, effe€d.e Occt er t, ._912, ken=cees licensed undcr Chapter 455, Fs, must provide the Depanmert mth an adertr«5 ,f Phe4 have one, -re 2rnails
prav"rdkd'ay a, used fe, offivit=rmmunicariczn wnh the inow ever small adorostce are pulak r, cr,d_ if Ynrr do nor w 5h to 9 rPriY a aersassai ad?Iress, pEcase
prcaride the elPeltmen= -it' an crrafl a.,dress .hiCh can h8 "ide availahie to the public. To „a re"ine_+ if Yea are is hk, oscir vnn" - t haphir455; 17:5_, p ease oc'.r .
Product App—al AsceibM
MMMEEM
Credit Crd
safe
https_l,fwtivw.flaridabwilding_orgip r�'pr_app_dti.aspx?param=wGEVXQwtDquJEOf8P6a6FAUriUcubT5z3Pai6x65CmTIC95 c2C:eSig%3d°Ia3d 13
i ht C 0 k P 0 R A T F D
3773 S1ATE ROAD
C" U YA1 OGA FALLS, 0H 44223
l
i f
ir4ULION GOAL POST STYLE BRACKET
(Al HEAD ANDSILL)
t FNPa 'ftAL,NOTBg.
Tho product nas brsen evaivale"J and is In compkame wflh the 7th Edition (202u} Erne a 8kPvffrg
,.orta (F8C`] a ud'VYJ t4'es "ifigh Velocil'f Hurricane lc A&' and ccmfor€re t� the retT+.�ireme¢,Ys rrf Fes"
scepter i7.
2. '4aad mocks by others, m ast ba ancYsored �opN to Irans�s atsds tv the sine#ird end tie tdvtie i
by 1% �sPt;rrB €�Fiitias.
3, Mullwo onch retr.tsedment to oose mole d shall be beyond wall dressing or vocca.
4, laden used it mos re quTing vv`nd borne dobds protection, thin product does aotfactulds protection
ham an imacc i reesfuni covetii9 when vied ;n Wind tones !, 2and3ascle4ined by ASINt E 19%; in
Sine! lone d, as disfined by ASUM E f 3Ve4, this parod scl mats; be protected with an im c-resistant
covefing compNing w4h FSC Sec6ons116Ei4.1,2&R30111,2
S. wep mole prodict capprovafis for erach,,jozisrg product used vath these rnult'u m mf.nt be subr€Ated
otonj with IM rmuman prodict capprnci.
d Aescl mng of each GhIling prudUCt to rhO Motion st-all be 03 shown in yech h5rvudual lid a,g
product approycl,
i Any conditions teat covered in this escakiarlon are ,iaky.xf to separate- orrtfh:�:ring ovaIlualiall,
9 mullion sn ba ;,ion Pressure Rating_ see land Paling Tabre Sneers d t nd g of tr is ztrz wing,
Ytis c ie gn prerstrre rating of the arrambty shall be the lesser c the {oar c spear Ry of Ina me fDion as
netesluL ed E g fttis approval esr ttes rlesion teetsure ralirxg o€ tho r;div�i Eucs Lr an rs3 Arad cts U
sa
.
10, 8 r rtd sip ¢ sax dirresmions ;or gri metric, shapes roust be equ A to or tee t9 <ar ihe. re00Aguiat
,.an €.11"orrs srealyre;vrain.
rAFstK F o:L3fd ry iaT
€ (NERAL
! t)f1E At CL # Ti'Jt; Fr t rTdENOTE
MULLION i DAD TABLE f o R WOOD SRE A ANC l0l
a t,F is tai7N t t kF.B(� Flit tntrTt kr<r taQF Ei C74 FL' ,.
Mr, C,OMBNLGI
� aJ7tLNiifk 6 106
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t : " i (A Al M-,'
t LAZINC
I'?OD W'C IL . ...... ... ....
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CUAZING
FI RODUC
MAX t 00H,tt f` .
tt '`i J
ORIO.>.lr _r
13
MAY rMt-r„>4E D
iJT Er�srC7.�a tS i0a,
MAX COMB'NED
a f"WFNsiON 5 t 08 . —..•-
Val
,
FIROI C`L`i
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C i '0I `L
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TYPICAL MULLION O I UR TION
NT
D W S
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stftF rx;:
cf 4
i
C AZINC GLAZING
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1 11j
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11
SE.t,_(_iCi�Pd EriEdiLP.At#ltlC7P! i?�,'£A,tg
3fOO STRUCTURAL M ULLION LOAD TABLE (PSIS)...
TazaurnFry }v r 7}f
4r' 4r 4sY ae sa
T$°
64.4'
t tip
5120
fAi W j
55 77
49,45
47,35
4t.42
43,E&
2�
.48
31A 36 51
7Y
7€.S
7i78
6-fa?
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4375
47.93
4624� 43,
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63.26
78_"9
74,15
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70.41
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5i4 09
B#.33
58.8t
` 48
S3.9S
S .3a
�J3.43 d7 f$
fib"
9916
6585
61.23
77.16
73.62
7+` 2tl
67.47
B3 dC
fit.89
;.J,46
57.26
5.5.26 5i.£a1
W
4(X168
54.28
89.23
8'i.78
8676
7i.11
� F3.71
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&7.
s52
£2
93,8A 568i
910.28
aii3t_
98.33
A2
86,97
68.12
$4,23
Ti,85
74.Vi
7t86
602u
�573 fi2.28
62°
C4;
4£4"78
948.6R
tC+323
981
336t
89.7£
596
51
79,32
70.38
7384 68.71
FX4"
£26W
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11444
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10,00
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126.79
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DETERMINE THE DESfC f LOAD #eEOWREMENT FOR THE PAPPrULAR OPENING AS
SPE! (Ff f) E?Y THE ROILf ING DESIGNER (ARCH fE(T OR ENGfHEER CAR Rccc)RN)
2, FOR THE PARTICULAR OPENING, DETERiOINIL THE !R't3U?ARY 'Nii3TH AND MUt.00N
SPAN, REFERENCE THE SKETCHES ON T'Ff#S SHEET FOR WAl.iON SPAN ANO
TRIBUTARY WIDTH DEIERMINAOONC
s, IN THE FIRST COLUMN OF" IHL FABLE, LOCATE TE MOUJON SPAN, IN THE FIRST ROW OF THE
TABLE, LOCATE THE TRR,30TAR{ WIDTH, n HE IHTCRSECTION GF 'IHF ROW CONTAINING THE
MUL' ION SPAvA! Attie THE u£IUMN COMA. INf, )'HE If r3ufARY MOTH, READ THE MULLION LOAD
RATING GfVfN IN P5F. THE MULLPON LOAD RATWC. MUB"i" BE EOUA! TO OR GREAtEH THAN THE
OESICN LOAD PCODUREMEW DETERMINE ) IN 9TF 1 AHOW,
�titz '�
ff2Fl
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iff�r�ti tit
pN
0
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FOR ANCHOWNG'GLAZINa PRIDOUG"7S TO HIC MULLRX4, ANCHOR SIZE AND SPACING S-WJ- BE AS °`.I"UV'0I )N ONE OF m
T! fE Fc7Il.CwJtFdG:4. SUBSTITUIE (I FOR 1) T/4° 14 `-FF--f)t?FMN6 SfRFi.'NS Fir; THE FASFENTR5 SHOWN ;N #HcINt71V OT1AC CLAZIN P`tt't)DUCI ,�`-PRI)VAL,
Gf.FE 12rf 1 /08
2. SLIBFTfiitTE #8-1`8 PANHEAu SEH DRILLING SCREWC FOR THE FASTENERS SHOWN IN THE bra - JT t
INDMLIUAL GLAZING PRODUCT AFPROVA? MAXIMUM FASTENER SPACING ALLOWED iS 5" FROM EACH .
END AN Ar 15" 7.C. UAX, SPAGIWf , NS
L ^ ..
NOTE MfidtMUM OF 3 THREADS OF THE MF I)RILLING SCREWS muss PROTRUDE THROUGH WE 4'A£J 0 7,J
MULLION, :THIS SECTION VEW i,5 SHOWN FOR ILIU PA)A✓E PURPOSES; OTHER FRAME . UAlO S Of Ft_. PIRA. AI'f'f,,'OYEU FL-12?17F3.1
WINDOWS R' At"S0F WINDOWS CAN BE USED tN IPW, FASHION,
7..__ Vi �}-- W,
GLAfIN(: t> A=ZNC
v h? P,2OD .3 T PRODUCT
TRfR lARY W07H i
W2 .�
3100 STRUCTURAL MULLION LOAD TABLE (PSF)
- TRWTARY WIDITi
4 ` i8"
36
a
3T
5iF" 58"'
d8"
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54"
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57 23
6.29
66 67
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?. (3E;�TER0h1C ME OE''"IGN LOAD REQOIHI MENf FOR THE P f"t V,' ✓- OPENING AS
SPECfFiED BY THE. BUfLE}fNG DESIGNER (AF 'Ht1f'4;T OR !"`e?iOMEP "IF, RECOR[?)
2, FOR THE PARP LAP OPENING, DFTERkfINF THE TRfi OTARY MOTH AND MULOON
SPAN, REFERENCE THE SKETCHES ON THIS Sslfff TO&' MULLION' RAN AND
TRIBUTARY WIDTH. DETEMNATfON,
u iN THE: FiRS17 COLUMN OF THE TACKLE, LOCATE THE MULL ON SPAN, ID THE MlSI. ROW OF TNT
TABLE, L(Y'AJe THE €Rf6L'TAPY vVfflfH AT THE INTER cCiiON O 'HE ROW CONTAfNING THE
MULOON SPAri AND 1HE COLUMN CtONTAfri INC THE TFt01.JTAR' wfnTL#, REA !HE M04,0 N ` OAD
RATfNG GIVEN V PSF THE Mui.l.it N LOAD RA'TfA4G d 051 BE EE,OAL TO 00 L;K-Ai6H THAN NIL
DESiGNI LOAD PEO AREMENT DETrRmINFO iN S7 i i AR(WE
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ter
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FOR A`dCHORM GLAZING PRODUCES H) THE, MUI.00,14, ANCHOR S)Zl: AND PACING SHALL BE AS SP'ECIFiFf) IN ONL` O
THE FULL0WIN oh'` c,
n T
T. URSTT(7E 0 FOR 1) If4', 14 SELF ORIL._tN> SCNEWS FOR THE FASTENERS SHOWN IN THE
Miliv'Lx1At., GAZING tPODU0 Al-FRO"VAL- z
once. 12 1 3�r'f 8
2. Sf &STMUTE #8-18 tA.NHEAi f(F`-0R!lHNC SCREWS FORTHE FASTENERS SHOWN 1N THE NT"S
fN NVfDUA GLAZING PRODUCE APPROVAL. PROVA,L. Mh'QiBR m p.ASTENER SPACING ALLOWED IS 6" f ROM EACI -
END AND AT 15" NC. MAX. SPACING, m ttr LWS
NOTE: A f>7Nfkft).V OF i THREADS OF 1Tii= `F,"t DRILIDNG SCREWS M05T PROTRUDE THROUGH THE WAAIU Of' THE
Miff#ION. THiS SEDDON VIEW iS SHOWl, FOR ILLL6TP.AHVE PUR OSLS; €HHEP FRAME SECa ei T0 5 Pib,k APPROVED FL- .1207&1
W11DOJWS BY ALSfDE WfNE70WS CAN BE USED 04 TH6 FASMON'. -
sttE€a 1 �u- 4.
3
J >i
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0
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i (5" 51N Ei3G-F Lt, TANC,'E. 5Pf;N .)C,;'�
OR �lOL OW RU N
CONFtRMiNO TO AS'TM C�C3
USING 7j'4° XX 2P 1/4-
C:i.'NCREIE SCREWS
6_!FC(�� OR If,
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ptE:A` CaE(JS { t =4 rC47rCt�s A U
{7�z m1p,i. EDGE O3STANCE) &OM'C011 M i..UON
NDIR SEPARATE
APPROVAL)
k <,f. .._
''490 MUL OON�a A Ii
t 41C E ,01C BAS_
0(4_2Eff CREV ONNECT[ONS S FOP, W,'AEU SCREW
sms scREW (,muu TCt mal-) 4,ONNECTVIS r`yE: RRACK T SHOWW tom£ S E'er h A+dC NiPtlz
R W R W Building Consultants, Inc.
BConsulting and Enginecring Services for the Building Industr;
C P,O, 9,,x 230 Vainco, FL 33595 Phone 813,65P 9197
Ronda Bs)ar(l ofPmfesmonal F:Tinetrs Rerns,ry Liceme Nti. 981",
Product Sub Category Manufacturer Product Name
Category
Associated Materials, ino. 3100 Structural Mullion
Window Mullions 3773 State Road
Cuyahoga Falls, OH 44223
Phone 330.922.5350
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F- Schmidt, P.E. (System ID #
19C,8) for Associated Materials, Inc. based on Rule Chapter No, 6IG20-3, Method2B of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F, Schmidt, P.B. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1, This product has been evaluated and is in compliance with the 7' th Edition (2020) Florida Building Code (FBC) excluding the "High
Velocity Hurricane Zone" and conforms to the requirements of FSC Chapter 17,
2, Wood bucks by others, must be anchored property to transfer loads to the structure and be reviewed by the building official.
3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco,
4. When used in areas requiring wind bome debris protection, this product does not require protection with an impact resistant covering
when used in Wind Zones 1, 2 and 3 as defined by ASTM E 1996; in Wind Zone 4 as defined by ASTM E 1996, this product must be
protected with an impact resistant covering complying with FBC Sections 1609,1.2 & R3011,12
5, Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product
approval.
6, Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval.
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation,
8, Mullion design pressure rating, see load rating table sheets 2 and 3 of drawing FL-1 2078,1
9, The design pressure rating of the assembly shall be the lesser of the toad capacity of the mullion as determined using this approval or
the design pressure rating of the individual glazing products used.
10, Bounding box dimensions for geometric shapes must be equal to or less than the rectangular dimensions shown herein.
i i. See drawing FL-1 207& 1 for spa and design pressure limitations
Supporting Documents:
1, 2tawinct �t�a, Prepared by
No, FL-12078.1 R`W Building Consultants, Inc, (#9813)
2, ga_lculatfons RM21red by
Mullion/Anchoring RW Building Consultants, Inc. (#9813)
3, ggalit}tA surarace
Certificate of PaMcipation issued by Architectural Testing, Inc., certifying
that Associated Materials, Inc, is manufacturing products within a quality
assurance program that complies with 18011EC 17020 and Guide 53,
Signed S
V1
Lyndon F. Schmidt, P.E.
z I "a X 'indon F Schmidt, P.E.
'n
Lyndon F. Schmidt, P,E,
FL PE No, 43409
9129/2020
1J7/2021 Fonda Building Code Online
r
SC15 Home Log In 1'2'tear iogiszrgmn ', ?sac Tapirs ' S'bmit Sur�aage ,Mass a Sacs PubicaboT s '. _umta€' Us SCiS site Mac ; Lnks '. sea rz�" '..
f
Product Approval
a bpra,-io
USER; Pubic User
,k FL # FLi5�79-R11 ,
w , Application Type Revision
Code Version 2020
Application Status Approved
Com ants
Archived
Product Manijfacevrer ggincore indcw Company, ' ; C
Address/Phone/Emai' 250 Staunton, Avem, e
Parkersburg, VVV 25104
(304)483-7460 Ext228
dgecega'�wincoraw�ndc��rs.ec
Aa:thorized Signature Vivian Wright
rickw, rnrdldgconsultants.rorn
Technical represent Live Mike Reed
address�'Phone,'Email 250 Staunton Turnpike
Parkersburg, WV 28104
(304) 485-74501 Ext 2.2�'
i'>ire'E'vd[`.SYd&r3CCd"c'Ni�€�o�Tx S.wt� i
Quality Assurance Representative Mike Peed
Address,'Phone/Eimajl 250 Staunton Turnpike
Parkersburg, WV 26104
(304) 485-74E0 Ext 228
mreed @ awncore indows.com
Category Win< eOws
Subcategory Double Hung
Compliance Method Evaluation report from a Florida Ra istered s chite t or a Licensed Florida
Prolessional Engineer
Evaluation Retport - Hardcopy Received
Florida Engineer or Archit �ct Name who deve9o;oed the Lyndon F. Schmidt, RE
Evaluation Retier<
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management institute
Quality Assurance Contract Expiratic n Dare 12/31/2021
Validated By Ryan I King, RE,
Vafidat;or, Checklist - Hardcopy Received
Certificate of Independence EL j�.. . r L,_< r
Referenced Standard and Year leaf Standard)
AA�iA/WF)MA/CSAiO1/I.S.2/A -40 2008
tlAA'!A}W',aMA/ ,a,10+,/t.5,2/A44o 2005
a4.A1 "F;/WD A/C AI-Ol/I.S,2,/A440 2011
ASTM E 1300 2004
ASTM Ei?86 41IX3
ASTM E1888 2013
ASTM E1996 2014
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'Ctu Forts Building Code Onlire
asTY1,995 2010E
iAS 201, t'f', 203 191914
E€auivalence c* P o duc- Standards
Cer ;gic,F; ruy
Se l-ions :ro,,m t"c: Ccce
P-oduct Approval MeE and
ApTroval
D,ytgs t^,,3 #✓; „ Ere
Summary of Products
Fior da i_icensed v"nofcssicn a t3ngmeer or ,Arc>,itec
0yrTr 020.
C.- } 3f 2`020,
0 7'20f€2"20
11;` 1312020
Ft » Madei, Number or Name
58 i 9 t a, ruTC03 Senes Vinyl Dor:tie Hung
'. r ihli;lGC�.tai .
Insulated Glass
Limits of use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes Ver;F"r. By: Lyndon F. Schmidt, RE, 43409
Impact Resistant`. No Creat d by i :dep Gent ir;rd Parry: y.,s
Designs Pressure N/A Evaluation Reports
Other; See TNST 15819.1 for Des;gr Tres u _ Retings, a,r,y
ad ditiarai use :imitat ons, Instailaticn rstT,jctio s procuct Creates; by C:-sd,_peide„ t Third i d Parly; Yes
pam ulars.
5819
W r+.c o'w
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZr Yes
Impact Resistant: Yes
Design Pressure: N A
Other: See DIST 15819.2 for Desigr Rna-,-;sLrs Ratings, any
ie i nai use iirnftntions; nstailatic sti, ctions and pr suct
'ar' LU?ar s.
Hung Mindow
15519. CK0 Se 2s 'ITVH1` Vinyl Double
Limits of Use
Approved for use in HVHZa Yes
Approved for use outside HVHZ; Yes
Impact Resistant. Yes
Design Pressure: N/A
Cither. See TYS T i5h19.3 for Design Pressure satires any
additior,ai use lirnitat;c, , . msta18U:cn nstnuclu ;s a,7d pr _uu
parzicsEars.
1SSi .4 d, 4110 S�e,€es Vinyl Dable Hung ...
Wia"d w
Ex-r::ceu PVC Cc€ tie Hu,rg Wlr(ow ,,r Id - 'Impact" i ,.,c arcc
Installatian Instructions
ver7,ieLyndon F. Schmidt, RE. 434G9
` re^ated t;r Indepen>dent Tl';rd Party: Yews
Evaluation Reports
- - ... - 4..
Created by independent Trird Party: Yes
Ex ru, ___. .__.. ... .. c
�`t'C} r"��-`C 3,?t,t...,._e ti`5`f3 ('g ��ti"L'�-.mkt £a -.h "impact' 3 _Ll....;,".d '.
Glass
Installation Instructions
Verified By: Lyndon F. Schmidt, RE, 4 -1C9
_;-eater by i adep n. eW Ti lr1 P rty: Yes
Evaluation Reports
C.cat d by Independer t TI,:rt Party: Yes
Ex:rudsd PVC Couti4 H€uriy Wi€cdaw v0d! Nailing Fir, - "Non -
Insulated Suss
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: ','rs VerSfied By: Lyndon F. Schmidt, RE. 43409
Impact Resistant. No Created by inti pe.ndent T"ird PartY: Yes
Design Pressure: N/A Evaluation Reports
Other, Be,-- INST 13319.4 for Design' Pressure Ratings, eny � _ m
additionaf use lim tarjarnc, ins"ai[c ion mstruetions. and Drobuct x Creased by I depen,dient Trr,,; d Fart`✓. Yes
arti�iaiars.
LSD 13.5 e, 500 Series Vinyl Double Hung
Wirsow
Limits of Use
Approved for use in 4^aVHZ. No
Approved for use outside HVHZ; 'raj
Impact Resistant, No
Design Prasissa . N/A
Extruded PVC Douu e `riurc x if' caw 'w' eta€ ing t "r and
I :tags i . C: rr i _ .Noce ,mpac:` ins !a n Crass.
Installation Instructions
verfe. .y„dry€r R Schmidt, RE43.u,:'
Created by Independent T`Ivrd Pa vy Yes
Evaivatlon Reports
? 4 i;'wr=av flcrtua Uii:i€<d.vrc;`ai,`1r app 'dtl a ux wa,ar:,=, G<F v 4t qua °o-CL?r "s? t Fi vtJ (: ;U ' 2i r°G fSY('I.. Z y yfii v R 3id§ti F,u v°Ya ,.. 2!3
,AM
Flcr�d? Building Code Onhe
EAher: See i€$_:T 158191 for Design Prm3un Ra;nrq a:^^r _ -
c €.ditior<ai use Hmitat o ;r..;=.F . E, nst '.jc`. crrs and pr st 0-satcd by Indcpendent 7,^ rd Farm . Yes
Paramus,
5.ii)0 1 54,. S Sews y,ny, Coutle _x-rude! PVC Doc nie -Hung ':"Bract by th •`No,'I_ir Vact'
hung ohrdv~r I€1sWaNd Glass Ec Wle Strar<etr Glsss +rust^. Reinfc ced Sash,
Limits of Use
Approved for use in VHZ; No
Approved for use outside I'iVHZ: Yes
Impact Resistant, No
Design Pressure.- N/
CXher: See ? i T t 5 . k Far D sto Renure Ra mg,,,, any
ac=d€tior:ai use fimiC -tons, if st'ailaoc"n ,. „ec'tsC 's and poduc,
pamculam
Installation Instructions
C-cated ty Indlepende n l- r4 Plat y
Evaluation Reports
heated t, .I, epe. dent TV ra Part,,Yes
Ex'r,ided PVC
.Csaa We Hurn Mrdc.,14 , „cr, impact"
msulated Mass Strength, Glass witr n _n ,a=nfrarcpd
Sash)
timRs of US-- InstWitit on Instructions
Approved for use in HVHZ.,. No _
Approved for use outside HIVHZ. Yet ier;f r C By: Lyn on F. Sc hr.,idt, RE, 43401'
Impact Resistant; sic Created by ',:sdependcnt Th rd Wv :yt: Yes
Design Pressure N/A 10"lumon ReRorbs
Other,, See !NST ? 5S3.9.7 for Des gr Frersu Ra`.; gs, .<:,y .
adnLmt we Amr.ciora, ir.,cnat,c.,, and pmdtct C-eated by ..,_ ensJentFar ,: Yes
r
Hwg Wieccyr
urnits of Use
Approved for use in HVHZ., No
Appreverl for use outside HVHZz Yes
Impact Resistant: iso
Design Pressure, 14;'a
War. See 1NST 1 81TS Or iesto Wessure Radngz any
a"itl+weal we 4isirazamas, M aJWhon _rst-uAws ant; product
Cart;mlars.
ExNaded PVC Double Hung IEWranw with 'Non i,T:p ict"
I
,f-,.sWa&d Glass
Installation Instructions
Ver1lez By: Lyndon F. Schmidt, P,E434,09
Created by lnd pe id rt 71.ird Party: Hies
Evaluation Reports
Created ty 1+idepe ,dµnt T�, rd Fa- y Ye,m
158299 t i , Ij0, l 9000 Sires V. nsyl ss d;c Ertrjc_d PM EMMA -Hung W r„w 4r:air03ru,d MR) W&
-"g Wind`v l ' don-i pst7�' Glass
LiMits of USE Installation Instructions
Approved for use in HVHZ< N
Approved for use outside HVHZ: Yes Verfie,,j By: Lynda,-, F. Schmidt, r E ,109
I papa Pesistant: NO Created by IndependentTh;rd Pad{. Yes
Design Pressure F;,,`,A Evaluation Reports
CAW: See 1NS r 158192 Mr DeSgr FTORWLre , .a ring , - -
rir3 U�;a iiMi _t:o ns, mstsilawan _`�Qons ar.d crLs!uct i Created by t ,depe dent Third Parry: Yeas
w "=R MM H = do rat -an y.,.r, e -, W Ord= -, ob..e,.. &.. „wse .W "tabR"NA N"_., doom 10 ,.IMMIC
�rio ,C,tte. JC! t„:r mm ;JS =6 W 0 . _caw" <. Ev< H .'= , ate.. " n omm W�:. "Lac_ 8C,0 4a' . 395,'F Vi5 3, i ...�, S�. y .>•, .: ?,
i_+-': _ Cclocer 1, _Q__. keno u .,ddr`C C W9. r 4W Fb. =.W P _v de the C e.a.;.."t ." m. onw! owe. 9 me We we. Fee a,,w
n zt 'a� 11tr, 700 A.:. 5__. ,°i.C'=+cT u e'r'ei d aw .5wv a. ,.,,:,;. w __„..... if: 0, do ,.rt aan W =PW a 0WCM dpxemac
..ldF. �,c> ..eN�,� „_. :Y,r �n ,�. .�tr.._s �� .ice cep, , e aw ; . ai_� _ _. ,.�uYi�.�. <e m .. , > 4 " arm : ,.�;e� e ,.,,de u .�-r-,,:r __, [a �_ _ " ��_�_.
Prae3—t Apprauai Aceeats;
. { w,-,J
Safe
hEz„fs:ir sv ta.ficedattii[ it r rw a dss 2s < a -uvGU r`X SvtDci c 1 ;o2t 7„ ,-,9-1 wU,31.. HU rl.:'4:=Mi*;;Ko scwWal,'.. I
4
52" MAX FRAfAf: WIDTH, F yea
�_...__._43"MAX s.r0,eT)Tlt bu � � �
j y LL Z
W
WN
h 'r
:Srttk tnniu tp�`r.€ (att<;rsicr sld,1261114
Seriesf
r�
Vinyl Double Hung
Window
En
LNRAL NOTES
i$EX f�
1
V
1
Thl., tart curt hcs tit r n 3 cind is in z nplkonnc �Qith tits th E dIllors k c
CF ( s) F mein BiAl h t C <; ° (fe'f) strocturof requiremenis oxc lut1.r1,,1"
;.( Ili ;t9`tVeCuilty`}Tiarrie,aras.1lcnnr (I-i'sfb"(i). �....... ..,�..�e.._.. ....,.".�.....�.�.. i9 �,lr
f1roduc' i an n ,cs shall be cis I if a i o ncl rpoced cra shown on ci t ,il .. � t�� � �x � ���}�varees�+sree r�r} � nt�x, � �r. �sr asssIm rs
{ cho ifmbedrnent to hma rntad n,ai 3Itrr13 E,,e Da and vi li cirr shrug err t4At4E 9 V.a.a. 'wvEs _ RAWin,01 vpfs _. �
p6.C.cfJ. f"InEP VON ( WMEN ON PoSr? I MOARV£ _DIUMENSOn 6d:x£83$8ON .,. " �`+''91rv`tr We„4£YG"'z
32 X 5&RS'. 25ft" X VJV G1, Cx a +Li,o 55.f1 i 3i lB"!; bfi rY" a4 G' X 2?.3 fist, G2 +40,0 I 40'a rr
B. Vft€(,,n used In orens rr quiiins) v aid bovine d ebrls 1, rtscilon fni poduct i,
'+ hau ,, S2.4"X4001 4,.vX is,iry 01,C2 +46,0 -45.0 32,0xad3V 25,6XE 03X" G1,ir2 +4T$.0 .._.-+4fd,9�__. :i 'u 7t �>
�� Tr;irw= i tot_rn"sc It+rf +a tYs (in t ri;7tE,t resistt�3i c,✓a>crrtc i€arr c.rrnnt,lie>r
With FBc5ections160l?,1-2PR301.2.12 4es r42a 41rr'x1471" eat,Cat AS 450 52rrX506" 45n42n,t� fit,c32 +3,Q 3aa p >
t o
4, For ,?x shr # irra r.il+h c r rsta:,Oion, an.:+ Qiing of these units shclil he tht: � as l Y, 44 1 sr en'' X ULM" Gt, 02 +45,0 -4�,B Offl K S. r> 4t, T CUJs' GI, G2 +3!,o -35,0
srsrnss cis t'sot shcmrt for 2u bucV, raur anfy c _ns#ructOrn. j —
.z. i 40b" X 57,f¢' 3301)(21JSI Csi 132 +45.0 46k 44?t X tri (!' 8 'a, x 25.95 Gt, fi2 +35.0 ... - s5.ra ( Y s
B Silo crndifionnthaldeviate trorothisr%oil.0If dfovong recivia, fufther aa^xEaW a9.a`x23.75' G1,G2 +45.t3 -45,Cr 40A,x26,01 $3,cnXVV t,G2 +`a'5,O -35,ti
t-rly i r, J _---
t.ant. is ca li,'»ttcs , �rtE Iny e t I,r t�ir 1 tart 11 Ir=.ta i
XSQ"Y,17,1' Cat fat i4.5 {2 4S.Ct � �°xy2 i7" �C"1,
{1 BBB tjC,
0' X d4.KX' Sffi ti" X f t `+°s 6 Gt +410 4f! E3 � 6?.tY" X 0CV' 45 i§" k 2a.35 r` i, G2 f � 0 -SCLC� � t
star ���sckwnc2tr __ _
1 rT{iie: IsVrril 'r3> tlil rc»,i13,�c,r.`i =a,Et tt sl nuit;s 4.E";G &6.tt" ;t01X 193 Ct G2 +400 4Q Ci kS LEL
f)`#64 C" di x27,Ji Ct: tSi +3 �.11 .... "�
a tyX51rP' � RD`X.2t15 �01 Cd +4Cq 4E1d3,,,k 446"x7f�4P .. 37 'X3076 Cat.G2 +�I O.... .3ii.4 [o-�x
4 J&x*_sand46 nr 8ct 1�- i
.. ._. _ _ - d7t5F r#P 11g,xlcw &mt Cr2 +4t3 i7 •4i .[i `fl tY R`.a2di" 77"XXt..'iX S„a,r3;r +'f�"Q ,..3L7.41
t,i r 'r°<, t 3ra V t s rs
0 (3,x7aiy" 46 a,YaY_7a` 61,G2 +25.ii 25A
1-114"MIN,
I HORIZOUTAL CROSS SECTION
hown wl 2Y, b G,
m
SH DO� It I
A
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iC
Pu t', E'
DET'All,
FXTFR'i0P
a cR(,)ss sEc-noN
2_1) ch-,n ched jo mawr'fy
I�i ell' "AW
HORIZONTAL CROSS SFCTION
,I �,4 n w/ I' buck
I
1 ~', VERTICAL CROSS SECTION
,C 5hown v✓I 2Y b )"J,
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bb
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f
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( 1 VER ICAt CROSS SECTI N
VfkTLCAi (RCiSS SECTION
r
Shown ditegl to rnr�;jc;ry
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9
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ct 1.48J9,61
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m16ONRY
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6UCr AtiCNCSRIN
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HSAiC7P:R"
a'
CJPENN(
i Concrete anchor~cx.atrarts of 0w, comars tray be out josjf i is moirttr' n 'he mrn,
edge- C hronce, t rrscu rrjc�nfs.
i . Concrete anchor faen)ions noted o5 MAX, (N CENTER" rnusr he adLuiecl tc
fr rxinfoln Ibe rorn, edge dsfart e to rnuflar joints, a k0 );rd cnrfr,5e and ofs
may be royutted to en u.e the MAX, tire rW,4OXCOOciOd
3 Ccncretpon:_hortobk-.
ANCI-i k NCfioR MIN. MIN Cl-fAnANCE MIN.CtEARAEICE
TYPE SIZE EMBEDMPTO MASONRY TO ADJACENT
_ FDGF ANCHOR
ITW TAPCON'AiE ' 1.1l4' i
ELCO
tIL7RACQN t.
yaPtjOD SCREW iNSTAt_i.AVON NCJF;Sr
1, nAiaYn63n to rr4,wiwt 5/6'taci0r dr i(,incrv, 4' ,wul dislow, e, b P" a.r. siy,mre;drfr of
--
wood screws to prewent the spri f ng ofwocul.
ZZ Buck
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EHL APPROVEWONIrE RiGUID PVC EXTENOR EKTRUS`xDNS fOR WINEKJW5 ARE TO 6F PROOLICED RY
EX-fRODERS LICENSEES R4AAMIA CERTHCATON PROGRAMS FORWOD PVC EVRUSIONS"
VI 6- X WQ-
3EA Pi
1116'X 1/21
T GLAS KE
G[ AMIG TAPE
713 111ICK G"'Ass
UAPNG E
�/FIWCK( l ASS
I/WANNEALIHO
Dbl(f Soffex"PVR 111TERLAYER
AS: SPACE
it
I JK' A*4FAI ED
- F- I 1fr ANNEAIVT I
IffANNEAlff)
NfLIPCEP! SPACER
INTEPCEPTSPACER
GWINGMA)l
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(§2
fsoe G'fonf Note 3, shef! 11
- flF I AD I ADAPIE'R
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Product t Sub Category T Man factures___ Product Nann
Category
WinscreWindcvif =pany,LLS. 770iSOOO Seves
Windows � Double Hung 25St—aunt.os; Turnpike Vinyl Double urn
Parkersburg 'AV 26104 Window
"Mori -Impact, ::]
Scope: This is a Product Evaluation tailor, issuedby F t:%r' Building Consultants, Inc, and Lyndon f . Schmidt, P6 (SyC tern, l #
1998% for Wi£az,o?eW9i i,''cw or -,pa tip`. LLC, based or Rule Chapter No, 61G2 . , Niet od D of, .he State 01 RoiuJa Produc'
ciPt Sd!`t CCi:sL1iai,is and L tnC% i® , Schttti, �E. �o rt have no,,- .roll acquire `inancaS tn r?'ea" j� Companyn'
3 .during ar di�aiributing the " duct or in any d t er enitiny it aolved i., the approval process of the product ticrnec
her=em
?. This product has been evaluated and is in comps i ve'Mtri the 7 =k" Edition i,202 ) Flonda S,, ildA n ode "3=EC) stiuccard€i reqF .,ements
ex,clr dng the "High Velocity- Hurricane Zone" (FVH ).
%. PdtJut aec;ors, stal be as listed and spaced a -s,oEn on d?1z,is Anchor embedment to base material ��i�Le ��j:�d wa3
i U(£:sat`i
3, When Used in areas requiring wind:; i=Qs -iie debris Prot? ction this product is required to be protected with are impact resistant covering
dt tcomp'3he--- with F BC Sectors 160 - 1.2 & K 0 2 1,2.
4For 2x stud framing construction, an=Whchnu of these units, s! -all be the scx`rif:,', as that shown for .�'<..Y bratk masonry conslr" xtcn..
&tz' f„cri'dRiQa::5 t}':at de'II2te froii" the 'etcStS of drawing tChu?r% further �t"�fn�..uf�<'tg ..s:.ly',".ala f c. Iitte(ass„t't.. engines,, �^
ri ��' '��j^s
registered architect,
6, See, drawing FL_1, 58 i C2,8 for size and design presu',,e IimitaIrcns..
SupporUng, Documents.,
1 Test Retort No, hest Standard
TEL 02801071 A," ,fv'sAIsA,1ONU € Cf 1, 21A 40-0v
2 Lirari Pry red by
No, FL-158`S.B PV',! Building Consultants, € c. ti-ti
3, Calculations [2pre by
tschc? ng Res+ Euii;inc Conauttants, in (C ',981 11
,`=STt I E1InGlass Load Lyndon F Schmidt, P.E.
4- Quality suna C
Certil€c?te of Participaticiri issued by National Accreditation and
Management Institute, certifying that Winc*re Window Company, LL , is
!"'mutt€fact-u ing products within a C}i1aRty assurance rograE:', that complies
wit ISOPEC 17020 and Guide 53,
Testing Laboratoa Ian dY:
Testing Evaivalinn Leab-Inc, V K Wright
estini Evaluation Lao,, Inc. V K. Wnght
Signed Sealed b
Lyndon F, Schmidt, P E,
Lyndon F, Schmidt, RE,
LyridQo ``. Schmidt, RE.
FL PE No, 43,409
7`2 202S