HomeMy WebLinkAbout126 Pinefield"AR 13 201
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1-3 o1. z
Documented Construction Value:
Job Address: afl�n- �GL1 `� Z7-1)Historic District: Yes ❑ No ❑
Parcel ID: - �,� - 1 - r Cjl�,- - �o NC)�,bC) Residential[J Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration LJ Repair Demo ❑ Change of Use ❑ Move ❑
Description of Work:I�p�y l ,o c_-k fy cl 1 i. '5'r -7-'P 5L
Plan Review Contact Person: Title: -
Phone: Fax: Email:
Property Owner Information
Name N p � �n \ i � , W(-)n.kV _ Phone: 4 01- -1 f oo - w),i
Street: 1. aC0 .(Y t' NeV' h i ft f . Resident of,property
City, State Zip ..?-rf
j Contractor Information
NameIC�f1� Q;l �r ��'(Y�(o1 �11 1(1 tni �� i��la Phone:
Street: -)SS Z rpn�py f_= Fax:
City, State Zip: 3(Ap \ri �--c43 � State License No.:
Name:
Street:
Architect/Engineer Information
Phone:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, ` /
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: 5eh Edition (2014) Florida Building Code ^�
Revised: June 30, 2015 Permit Application e�
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 Iwill notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature er/Agent Date
.-t, Q D uy�
Print Owner/Ag is Name
Signature of Notary -State of lorida VDate
v'B° JENNIFER MASON
'�� Notary Public - State of Florida
e> Commission = GG 181615
�� My Comm. Expires May 27, 2022
"" Bonded through National Notary Assn
Owner/Agent
Produced ID . Type of ID
S' nature of Contractor/Agent Date
Print ContracSer/fcmnt's Name ^
Signature of Notary -$tote o
`''s��'9'" JENNIFER MASON
Notary Public - State of Florida
t' u
Commission = GG 181,61S
} My Comm. Expires May 27, 2022
Bonded through National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads .
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: SF ?:,,-1p- t b
Revised: June 30, 2015 Permit Application
cra Property Record Card
Parcel: 32-19-31-515-0000-0130
Property Address: 126 PINEFIELD DR SANFORD, FL 32771
Parcel
32-19-31-515-0000-0130
Owner
APONTE, NEFTALI
APONTE, LEYLA A
Property Address
126 PINEFIELD DR SANFORD, FL. 32771
Mailing
126 PINEFIELD DR SANFORD, FL 32771
Subdivision Name
CELERY LAKES PHASE 1
Tax District
Sl-SANFORD)
DOR Use Code
01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2004)
I Z "Ok
C.n
CD _ 1 i R CD
IW"M UUFILYv10 Inip!]TH
Value Summary
2018 Working
2017 Certified
Values
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
Depreciated Bldg Value
$140,457
$132,374
Depreciated EXFT Value
$1,339
$1,401.
Land Value (Market)
$34,500
$32,500
Land Value Ag
---Just/Market Value —
$176,296
$166,275
Portability Adj
Save Our Homes Adj
i $71,547
$63,680
Amendment 1 Adj
$0
P&G Adj
$0
$0
-- .... .. .. ... ...
Assessed Value
$104,749
1 $102,595
Tax Amount without SOH: $2,378.00
2017 Tax Bill Amount $1,165.00
Tax Estimator
Save Our Homes Savings: $1,213.00
* Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description,
LOT 13
CELERY LAKES PHASE I
PB 62 PGS 75 & 76
Taxes
Taxing Authority
Assessment Value ExemptValues Taxable Value
County General Fund
$104,749
$50,000
$54,749
Schools
$104,749
$25,000
$79,749
City Sanford
$104,749
$50,000
$54,749
SJWM(Saint Johns Water Management)
$104,749
$50,000
$54,749
County Bonds
$104,749
$50.000 i
$54.749
Sales
Description
Date
17
Book
Page
Amount
",Qualified Vac/Imp
SPECIAL WARRANTY DEED
12/1/2003
05156
1404
$133,500 Yes j Improved
Land
K
Method
Frontage
Depth
Units
Units Price
Land Value
$34,500
Et$34,500.00
�
Building Information
Is Bed/Bath count incorrect? Click Here..
If
��Aer Built Fixtures
Bed Bath
Appendages
alffuEffective
c c= t tu uat
1 SINGLE 12003 9
3 2.5
1,120' 2,659
2,215 CB/STUCCO
$140,457 $147,849
I Description
Area
FAMILY j
FINISH
�
http://parceldetail,scpati.org/ParceiDetaillnfo.aspx?PID=32193151500000130 3/7/18, 6:50 AM
Page 1 of 2
GARAGE 420.00
FINISHED
OPEN -
PORCH 24.00
FINISHED
UPPER
STORY 1095.00
FINISHED
Permits _
Permit #
Description
Agency
Amount
CO Date
Permit -Date v
01679
5' WHITE VINYL FENCE
SANFORD
$1,000 `
4/2/2007
01443
10' X 30' SCREEN ROOM
SANFORD
$5,895 ':
2/612006
02568
NEW - RESIDENTIAL
SANFORD
$97,788 . 12/16/2003
8/6/2003
Extra Features
Description
Year Built
v
Units Value
New Cost
PATIO 1
6/1/2013
1 $438
$500
SCREEN PATIO 1
6/1/2006
1 3 $901
$1,500
http://parceidetail.scpafl.org/ParcelDetailinfo.aspx?PID=32193151500000130 3/7/18, 6:50 AM
Page 2 of 2
3 TM
•
"Simply the Best for Less"
3882 Center Loop, Orlando, FL 32808
(407) 389-1400 • 1-800-NEXT-WINDOW • (407) 389-1402 Fax
windowworldorlando.com / CGC 1514205
W L�A- �Du✓1t-C, q � A V " (D" l
U /,-
Name: 1 V EPA 1 I Phone (H):
Install Address: 0 � Or Phone (W)-
City, State, Zip:_, GX,44 ;C;�- Email: (Aye, 00-e,2 . GO
DOUBLE HUNG
Series 4000 DH Insulated 101 UI $ 189 )¢q
SPECIALTY
Series 4000 DH Insulated 102-114UI $ 240
Series 4000 DH Insulated over 114UI $ 340
<705 Carat fICI_ elf �� d
Series 6000 DH Insulated 114UI $ 275
Series 6000 DH Insulated over 114UI $ 375
SLIDING
2 Lite Slider Insulated $ 369
2 Lite Slider Insulated < 90 UI $ 259
3 Lite Slider Insulated > 121 UI $ 649
3 Lite Slider Insulated < 121 UI $ 449
Half Screens OPTIONS $ 20 200
Full Screens $ 40�,
Solar Zone Elite Low-E Glass/Argon $ 119
Tint Gray/Bronze $ 59
Flat Colonial Grids $ 69
Contoured Colonial Grids $ 89
Beige Color $ 69
Wood Grain, Interior (4000 or 6000) $ 95
PATIO DOORS
Architectural Exterior Color $ 159
Vinyl Sliding Patio Door 5' x 6' 8" $ 879
Vinyl Sliding Patio Door 6' x 6' 8" $ 989
Vinyl Sliding Patio Door 8' x 6' 8" $ 1129
IMPACT WINDOWS I DOORS
Single Hung $
Double $
Vinyl Sliding Patio Door 9' x 6' 8" $ 1459
- -Hung
2 & 3 slider $
Vinyl Sliding Patio Door 12' x 6' 8" $ 1969
Fixed Glass $
Vinyl Sliding Patio Door 5' x 8' $ 1239
Sliding Patio Door $
Vinyl Sliding Patio Door 6' x 8' $ 1489
Vinyl Sliding Patio Door 8' x 8' $ 2189
MISCELLANEOUS
J Channel Application $ 59
Vinyl Sliding Patio Door 9' x 8' $ 2489
Custom Exterior Cap & Wrap $ 89
Installation/Trim Packs $ 115
Mull to Form Multi $ 65
Vinyl Sliding Patio Door 12' x 8' $ 2889
Sliding Door Screen $ 109
Colonial Grids $ 209
-Unit
Tempered DH Sash (BSO) (TSO) $ 50
Solar Zone Elite Low-E / Argon $ 259
$ 350
Tempered (Fixed Units) $ 9/Sq. Ft.
Removal & Install
Custom Exterior Trim $ 129
Obscured Glass $ 59
1 x 4 PT Buck (Volusia Only) $ 59
Beige Color $ 289
Code Compliant Plywood Services>101UI $ 109
Architectural Exterior Color $ 459
Code Compliant Plywood Services < 101U1 $ 89
Code Compliant Plywood Sliding $ 209
Specialty Sliding Door
Blinds 5' - $675 6' - $850 8'- $975 9' - $1225 12' - $1500
Customer agrees to make themselves available to the city and/or county inspectors for a final inspection
!! NO EXTRA WORK IF NOT IN WRITING !!
St. W Q�iMr11
Researth Flospilal
St. Jude's Donation $
Other $ = .:tj V4vL-k-5
Setup & Disposal Fee $
- Permit & Fees $
$ 100.00
$ 259.00
Total Amount $ _/_7 %
Custom Order Deposit 50% $ 2 �Sj -Etl
Balance Paid to Insaller upon Completion $
CHECK RETURN FEE $59
'Received plywood code (Volusia) Buyer agrees that he has read and understands all terms and conditions on front
Please see rev for additional terms & conditions and back of this contras n rees to every term and condition.
1� iJ
Salesman Date Owner Date
White Copy - Original Yellow Copy - Customer WWWIN10117
THIS
Tattle: S l UMENT PRIWARED BY:
r
Address i Z ?_ 710�
NOTICE OF COMMENCEMENT
GRANT PIALOY= SEMINOLE COUNTY
CLERK OF CIRCUIT COURT ', C:OhiF''fROI..L.ER
SK 9non F's 11i44 (iF'ssi
CLERK'S4 2018027597
RECORDED Ii
-J. J. a.. 6 11_ 914r.J(
PermitNuntbir. RECORDING FEES $Ifi.Ci1)
Parcel IDNullnbdit- � -1� — �?� �. ' S l� — 05C%Z OV3,C) GOfiDEI� I?1 tsn�ith
The undersigned hereby gives notice that improvement wilt be made to certain neat property. and in accordance with
Chapter 713, Florida Statutes, ifte following information is provided in this Notice of commencement.
OF PROPERTY: (Legal description of the property and street address N
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. DINNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: r L eU D(7+'�"? AC1.
T
Interest in property: 27
Fee Simple This Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: `� Jonr �T c
Name: 1s,�]/1 nunu1 t � L u5(�V� Phe Number �1 1 1 ' Z>c _ i.4 i� i i
Address: 7 C� r (, (,S �J
d. SURETY (U aPPtkable, a copy of the payment bond Isattached):
Name: Phone Number.
Address: Amount of Bond:
S. LENDER: i
Name: Phone Number:
Address:
7. Persons wWft the Stab of Florida Designated by Owner upon whom notice or other documents may be
served as prcwwided by Section 713.13(1 Ka)7.. Fforids Statutes.
Name: Phone Number.
In addition b himself or herself, Owner designates
of
to receive Copy of the LienOYs Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or enft designated by owner:
S. Expiration Dab of Notice of Coi . neement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury.) declare at 1 have read the foregoing and that fire
facts stated in it are true
to the t of + that
ny knowledge and belief.
( of Ownr Or taws or OWWZ or Laaaesfa
(Print Nam* and Provide Si¢fataya 7A1* ORICe)
Aufnrized, ORfcar/DirectarlPaMeriManaper)
State Of4 "� COrlrnty of
v
The foregoing )instrument was acknowledged before no this day of - kJU-Q-"L— __2O�
by - ` /� �' Who is Personally known to no ❑
U. Nam* or person making statement
OR who has produced ki�cation ❑ type of Identification produced-
">ar'6�'•• JENNIFER MASON
=rat. Notary Public - State of Florida
9�`• C�sion = GG 181615 ( f'liAL�Y
;for F` " My C23ftTt�'fxpires May 27, 2022 QV Q� R'S ✓ y
••Bonded through National Notary Assn. (.Q�
SiDnahas N �„11.YF
kfv
.�, r. cuL;fa7`r,CLER1�
OEPiIT`t
I
SEMINOLE COUNTY MULTI%URISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 03/12/2018
hereby name and appoint: JORGE TORRES
an agent of: WINDOW WORLD
(Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
❑ 'All permits and applications submitted by this contractor.
Or
0 The specific permit and application for work located at:
126 PINEFIELD DR., SANFORD, FL, 32771
(Street Address)
Expiration Date for This Limited Power of Attorney: _
License Holder Name: MIC T
State License Number: CC
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foff
ing instrument was acknowledge efore me this I day of
20 by A k who i personally known to me or
❑ who has produced as identification
and w Id (did not) take an oath.
SignatureL4 Notary PrirlVor type Notary name
s JENNIFER MASON
1� E
Notary Public - State of Florida
Commission,=GG'81615
'My=Cornm`Ezpires May 27. 2022
Bonded through National Notary Assn.
Notary Public - State of
Commission No,
My Commission Expires:
REQUMEIlD INSPECTION SEQUENCE
I
1 pif- I S? _
DRUM, ! , IDILI�I'q 1 IERMT
Kin
Max
lIIIIlse(CtIl®n Imescrn tll®n
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls -
Sheathing — Roof
Roof Dry In
Frame
Insulation. Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
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 1 7 r_ _ —,ram
x zZ 2' a1r ....
MIln Max. IIn� ��tll®ffi �Il®n
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min
Max.
Inspection )<Descri2tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
_...__....,, ._..._....
MIln
�. .. _�_.. ._< i._�....ti.�.�r..x_v....s.S;;w ...S�,fit
Max inspection IlD'escri tion
Mechanical Rough
Mechanical. Final.
y �u _ . -
Min Marc
ICffis tE��ll.®IIIl. )���Cr]('ll ltll�n
Gas Underground
GasRough
Gas Final
R EWS1EIID: June 2014
WINDOW MEASUREMENT ORDER FORM
1
1
1
1
1
1
1
1
18
19
20
21
22
23
24
25
26
27
28
NAME: NEFTALI AND LEYLA APONTE # OF STORIES : 2 IMEASURED BY: CHAD HAHN I DATE: 3-1-18
TYPE OF CONSTRUCTION: TYPE OF WINDOWS: 1# OF WINDOWS: 12
7
8
9
0
1
2
4
5
SIZE (WXH) MODEL LEG OBSCURED TEMP GRID MULL FS RM LOC
L 34 7/8 X 60 7/8 DH YES HS DIN RM
t 35 3/8 X 60 3/8 DH W/3 HS BED 1
3 35 3/8 X 60 3/8 DH W/2 HS BED 1
l 34 7/8 X 60 3/8 DH YES HS BED 2
i 58 X 46 1/4 TRANSOM YES W/6 ABOVE DOOR
ti 58 X 29 S105 W/5 ABOVE DOOR
24 3/8 X 35 7/8 DH X HS BATH 1
24 3/8 X 35 7/8 DH X HS BATH 2
35 3/8 X 60 1/2 DH BED 3
35 3/8 X 60 1/2 DH BED 3
34 7/8 X 60 7/8 DH BED 4
34 7/8 X 60 7/8 DH BED 5
3 n r
nm Cm o
zcm D
6 �zcop 70�=►
pppr' no
<
pm n(1� p2 C7
r<5�4 m�F — Z
�Zrn C-)
nm D -1 m y
Zrn0OT mmZ m m
nC' Y 10"
pr)=:R L>m �_ m
5cn13 �3�mDm
CA _0 0, -,
o m i c4 m z c)
DRAWING
SCREWED IN STUCCO BRICK
OTHER
3
7
INSTALLERS NOTES:
S S C 1 00 s -C9i 2 0
L,' n� S J' "fie G�av .� i-� �-. S r� l Ll r r-"e_
'3 s
n
g L4
P. l
DRAWING
SCREWED IN STUCCO BRICK
OTHER
3
7
INSTALLERS NOTES:
S S C 1 00 s -C9i 2 0
L,' n� S J' "fie G�av .� i-� �-. S r� l Ll r r-"e_
'3 s
n
g L4
P. l
ASSOCIATED MATERIALS
s. I N C 0 R a 0 R A T F D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
3100 STRUCTURAL MULLION
0 -
MULLION GOAL POST STYLE BRACKET
(AT HEAD AND SILL)
GENERAL NOTES:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) excluding the "High Velocity Hurricane Zone" and conforms to the requirements of FBC
Chapter 17.
2. Wood bucks by others, must be anchored properly 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
from 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 8 R301.2.1.2.
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 this drawing.
9. The design pressure rating of the assembly shall be the lesser of the load 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.
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES _
2
MULLION LOAD 'FABLE FOR WOOD SCREW ANCHORS
I 3
MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS
4
MULLION SECTION AND ANCHORING DETAILS
_ MAX. COMBINED
- DIMENSION IS 108"
W1 — W2
_ MAX. COMBINED
DIMENSION IS 108"
W1—I W2
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
MAX. COMBINED
~— DIMENSION IS 108"
WI _..—.._.—{ I—._.._....._ W2
GLAZING GLAZING
z,
PRODUCT PRODUCT
z II
O
J X
o�
MAX. COMBINED
DIMENSION IS 108"
WI — I— W2 —
I
z
a�
rn
Qu
J X
TYPICAL MULLION CONFIGURATIONS
N
W
N
=o;n
Onn OZ°
O N
a xZ°d
E W 9 S o 0
L p 0 W
O
m dfT
n `
� Cam
oz
�W
'tea
by: DWS
BY: LFS
WING NO.:
FL— 1207& 1
Er —L or 4
�WWIIW2-I
I I
GLAZING I GLAZING
V,N 11 PRODUCT PRODUCT
Z II
0
J X
IMu�i
TRIBUTARY WIDTH = W1 + W2
2
-W1�W2�
GLAZING
PRODUCT
t
GLAZING
PRODUCT AL
SECTION THRU MULLION & FRAME
I
...
3100 STRUCTURAL MULLION LOAD TABLE (PSF)
TRBUTARYWIDTH .
28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 60" 64"
76"
64.43
60.62
57.29
54.36
51.77
49.45
47.35
45.42
43.65
. 42.00
40.48
39.08
36.51
72"
76.25
71.78
07.87
64.43
61.39
58.64
56.14
53.63
51.71
49.75
47.93
46.24
43.20
70"
83.26
78.39
74.15
70.41
67.10
64.08
61.33
58.81
56.48
54.33
52.34
50.49
47.15
68"
91.15
85.85
81.23
77.16
73.52
70.20
67.17
64.40
61.84
59.48
57.29
55.26
51.60
66"
100.08
94.28
89.23
84.78
80.76
77.11
73.77
70.71
67.89
65.29
62.88
60.64
56.61
84"
110.20
103.86
98.33
93.42
88.97
84.92
81.23
77.85
74.73
71.86
69.20
66.73
62.28
62"
120.00
114.78
108.69
103.23
98.30
93.81
89.T1
'85.96
1 82.51
79.32
76.38
73.64
68.71
60"
120.00
120.00
120.00
114.44
108.95
103.95
99.39
95.22
1 91.38
87.84
84.57
81.53
76.06
68"
120.00
120.00
120.00
120.00
120.00
115.58
110.49
105.83
1 101.55
97.60
93.95
90.56
84.46
68"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
118.05
112.94
108.03
103.53
99.38
92.02
2
w
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
116.18
111.34
108.88
98.96
m6Y
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
115.26
106.72
Z
60"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
115.43
Q
48"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
46"
120.00
120.00
121.00
120.00
120.00
120.00
120.00
120,00
120.00
120.00
120.00
120.00
1 120.00
f
44"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
121.00
120.00
42"
120.00
120.00
121.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
40"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
121.00
120.00
120.00
120.00
121.00
120.00
38'
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
38"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
34"
120.00
120.00
120.00
121.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
32"
120.00
120.00
120.00
120.00
121.00
120.00
121.00
120.00
120.00
120.00
120.00
120.00
120.00
30"
120.00 .
120.00
120.00
120.00
120.00
121.00
120.00
120.00
120.00
120.00
120.00
121.00
120.00
28"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120..
120.00
720.00
120.00
28"
120.00
121.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
24"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
121.00
INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS
SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND
TRIBUTARY WIDTH DETERMINATION.
3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE
TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE.
C
•
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.`
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�
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0
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a Z o Z U
\
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aNmaam
a
w
c 6
E 0z
O
Li
o 'Jd
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF
THE FOLLOWING:
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL.
2. SUBSTITUTE #8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH
END AND AT 15" O.C. MAX. SPACING.
NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE
MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED
WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION.
SCALE: NTS
DWG. BY: DWS
CHK. BY: LFS
DRAWING NO.:
FL-12078.1
SHEET 2 OF 4
I-- WI W�2
III ICI II
z - GLAZING III GLAZING
PRODUCT PRODUCT
zll
O
J �[
g �
I1u��
TRIBUTARY WIDTH WI + W2
F
2
W1 -1 �-- W2
j
GLAZING
GLAZING
z
PRODUCT
PRODUCT
GLAZING
z II
PRODUCT
J }
L-A
SECTION THRU MULLION & FRAME
e
3100 STRUCTURAL MULLION LOAD TABLE (PSF)
•
• '
TRIBUTARY WIDTH
28" 30" 32" 34" 36" 38" 40' 42" 44" 46" 48" 50" 5c
76"
64.43
60.62
57.29
54.36
51.77
49.45
47.35
45.42
43.65
4200
40.48
39.06
36.51
72"
70.94
67.37
64.29
61.60
59.26
57.14
55.17
53.33
51.61
49.75
47.93
46.24
43.20
70"
73.47
69.82
66.67
63.93
61.52
59.31
57.24
55.32
53.52
51.83
50.25
48.76
46.03
58"
76.19
7245
69.23
66.44
63.93
61.60
59.44
57.43
5554
53.78
52.13
50.57
47.72
66"
79.12
75.29
72.00
69.13
66.49
64.05
61.79
59.67
57.70
55.85
54.12
52.49
49.52
64"
82.29
78.37
76.00
72.00
69.23
66.67
64.29
62.07
60.00
58.06
56.25
54.55
51.43
62"
85.71
81.70
1 78.23
75.07
1 72.16
69.46
66.96
64.63
6246
60.42
58.52
56.73
53.47
60'.
89.44
85.33
81.70
78.37
75.29
72.45
69.82
67.37
65.08
6295
60,95
59.08
55.65
58"
93.51
89.27
85.43
81.91
78.66
75.67
72.89
70.31
67.90
65.66
63.56
61.59
57.99
56"
97.96
93.51
89.44
85,71
82.29
79.12
76.19
73.47
70.94
68.57
66.36
64.29
60.60
Z
54"
102.81
98.08
93.77
69.82
86.20
8Z85
79.75
76.88
74.20
71.71
69,33
67.19
63.21
h5Y'
108.07
103.04
98.46
94.27
90.42
86.88
83.60
80.56
77.73
75.10
72.64
70.33
66.13
2
50"
113.78
108.42
103.55
99.10
95.01
91-25
8717
64.65
81.56
78.77
76.17
73.73
69.29
48"
120.00
114.29
109.09
104.35
100.00
96.00
9Z31
88.89
8571
8276
80.00
77.42
72.73
46"
120.00
120.00
115.14
1 110.08
105.45
101.19
97.26
93.62
90.25
87.11
84,18
81.44
76.47
44"
120.00
120.00
120.00
116.36
111.41
106.86
102.67
1 98.60
95.21
91.87
88.75
65.84
80.56
42"
- 120.00
120.00
120.00
120.00
117.97
113.11
108.63
104.49
100.66
97.09
93.77
90.67
85.05
40"
120.00
120.00
120.00
120.00
120.00
120.00
115-20
110.77
106.67
10286
99.31
96.00
90.00
38"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
117.73
113.33
109.25
105.45
101.90
95.48
36"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
116.36
112.28
106.47
101.59
34"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
119.94
115.84
108.42
32"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
1 120.00
120.00
120.00
120.00
1 116.13
30"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
28"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
26"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
12i1.00
120.00
120.00
120.00
120.00
120.00
24"
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS
SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND
TRIBUTARY WIDTH DETERMINATION.
3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE
TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE.
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31'd
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF
THE FOLLOWING:
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL.
2. SUBSTITUTE #8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH
END AND AT 15" O.C. MAX. SPACING.
0
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occ
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JOATE: 1211 1 /08
SCALE: NTS
owo. BY: DWS
CHK. 8Y: LFS
NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE OPAWING NO.:
MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1
WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION.
SHEET 3 OF 4
a
0
6
o
5.5"
0.375"
0 0. 75'
0.75"
1 GO
rn
O0-1
0 125"
n
0.727"
L
I
MULLION ANCHOR ANCHOR BRACKET
MAT'L: 6063-T6
k DO NOT USE CENTER HOLE FOR
CONCRETE SCREW INSTALLATION
�n ^
N NO %k
/ O O O
0.75"
0.75"
0.375"
0.125'
N 0.727"
N
MULLION ANCHOR OFFSET BRACKET
MAT'L 6063-T6
6
f
0.75" o ^
IN I N
MULLION
MAT'L: 6063-T6
0
(4) 1/4" ELCO ULTRACON CONCRETE SCREWS
(2.5" MIN. EDGE DISTANCE, 1.5" MIN. O.C.)
Q ,
o
v
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a ,
v
o
Z
V
a o
v
6
. w
\
Li
Q
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3,000 PSI CONCRETE
CONFORMING TO ACI 301
OR HOLLOW BLOCK
CONFORMING TO ASTM C90
3/4" SMS
ANCHOR THROUGH IX BUCK
USING 1/4" X 2-1/4"
CONCRETE SCREWS
p._=
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9 Z o U
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8 Ord
2
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ANCHOR TO MASONRY
USING 1/4" X 1-3/4"
oz
CONCRETE SCREWS
z
o
(6) #10 x 1-1/2" WOOD SCREWS
��
�
N
o=
(3/4" MIN. EDGE DISTANCE)
w
v~
a
z
!
2X MAT'L:
>x SPRUCE -PINE -FIR
G=0.42 OR BETTER
3/4" SMS ANCHOR TO 2X STUD OR TO 2X BUCK
USING #10 X 1-1/2" WOOD SCREWS
BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING
FOR CONCRETE SCREW CONNECTIONS & FOR WOOD SCREW APPLICATIONS
SMS SCREW (MULL TO MULL) CONNECTIONS (OFFSET BRACKET SHOWN)
(4) #10 X 3/4" I
SHEET METAL SCREWS I
(1/2" MIN. EDGE DISTANCE) I
I I
3100 MULLION I
MULLION TO MULLION
�
>c HORIZONTAL
�� ALUMINUM MULLION
(UNDER SEPARATE
APPROVAL)
ANCHORING
a n
N
O
oaE:12111108
sruE: NTS
owc ': DWS
CHK. R : LFS
DRAWING NO.:
FL-12078.1
SHEET 4 or 4
Florida Building Code Online
Pagel of 3
SCIS Home ! Log In User Registration
Mot Topics sub—t surcharge seats A Facts Publications FK Staff ''.. $CIS skte Map 2 Links '', Search
&Product Approval
drx""'rUSER:
Public User
as .. A ..r n, y Rr i
�.
> A . id t:era t�?L' > Appticatien petalt
FL #
FL12678-R6
..w-$xmr4d
Application Type
Revision
Code Version
2017 -
Application Status
Approved
Comments
Archived
,.�...
Product Manufacturer Associated Materials Inc.
Address/Phone/Emalt 3773 State Road
Cuyahoga Falls, OH 44223
(330) 922.2108
rlckw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwt,ldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email'
Category Windows
Subcategory Mullions
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Lyndon F. Schmidt, P.E,
the Evaluation Report
Florida License
PE-43409
Quality Assurance Entity
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Ryan 1. King, P.E.
Validation Checklist - Hardcopy Received
Cettificate 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 B
Quick Notes Page 1
Florida Building Code Online
Date Submitted 07/29/2017
Date Validated 07/3112017
Date Pending FBC Approval 08/0212017
Date Approved 10/10/2017
Summary of Products
Page 2 of 3
FL #
model, Number or Name ? Description
12078.1
a. 3100 Structural Mullion I Extruded Aluminum Clipped Mullion for use an Masonry or
Wood openings utilizing the Goal Post (at head and slit)
;.Style Mounting Bracket
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLtZg79 R§-L jlli'la5t,1,7pzg,Lpdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure,: MIA i Evaluation Reports
Other: Mullion Design Pressure varies according to mulled jv11.291f df,
window size. Refer to EVAL 12078.1 and INS 112078.1 for created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use €
limitations, installation instructions and product particulars_
12076.2
b. 3100. Structural Mullion i Extruded Aluminum Gipped Mullion for use on Wood
Openings utilizing the Goal Post (at Sill) and the Bull Nose
(at head) Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E, 43409
Impact Resistant, Yes Created by Independent Third Party: Yes
Design Pressure: NiA 1 Evaluation Reports
Other: Mullion Design Pressure varies according to mulled 17 df
window size. Refer to EVAL 12078,2 and INST 12078.2 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation Instructions and product particulars.
1.2078.3 C. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or
Wood Openings utilizing the Goal Post (at head and sill)
Style Mounting Bracket
Limits of Use i Installation instructions
Approved for use in HVHZ: No F RkJ1-L4L0*LIZQ2B-3-,Pqf
Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: -NIAEvaluation Reports
Other: Mullion Design Pressure varies according to mulled
window size. Refer to EVAL 12078.3 and INST 12078.3 for ' Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation Instructions and product particulars, i
12078.4 d. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post (at $111) and the Bull Nose
(at head) Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No Fh%%QZ .�8&..,1I...
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes € Created by independent Third Party: Yes
Design Pressure: N/A is Evaluation Reports
Other: Mullion De91gn Pressure varies according to mulled EL12078 R5
window size. Refer to EVAL 12078.4 and INST 12078,4 for j Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars.
12078.5
e. "I" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and
i Masonry Openings utilizing the Goal Post (at Head and Sill)
Style Mounting Brackets
Limits of Use '; Installation instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Mullion Design Pressure varies according to mulled Fit 78 Rfi A�t�.a€
window size, Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party: Yes
Mullion Design pressure Ratings, any additional use
limitations, installation Instructions and product particulars.
12078.6
f. "I" Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and
Mullion Masonry Openings utilizing the Goal Post Style Mounting
` Brackets
i
http://www.flo idabu.ilding.orl1prlpr_app_dtl,aspx?param=wGEVXQwtDquJEQf8P6a6FA... 1i5/2014
Quick Notes Page 2
Florida Building Code Online Page 3 of 3
Limits of Use
Installation Instructions
Approved for Use In HVHZ: No
E Z025...Rta...J1....Ulilr'rl-M?. ADZ:Ian?.
Approved for use outside HVHZ; Yes
Verified By, Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Mullion Design Pressure varies according to mulled
FL12078 R6 AE (a) Eva[ 12078.6.0
window size. Refer to EVAL 12078.6 and INST 12078.6 for
Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
limitations, Installation Instructions and product particulars.
12078.7
g. "C-Ciass" Series Structural
Clipped Steel 2.0", 2.25" and 2,5" Bar Mullion for use on
Mullion
? wood and Masonry openings
Limits of Usei
Installation Instructions
Approved for use in HVHZ: No
j FL12078 R4
Approved for use outside HVHZ: Yes
i Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
i Created by Independent Third Party: Yes
Design Pressure: N/A
Other: Mullion Design Pressure varies according to mulled
Evaluation Reports
i F.j„i2078_R6 L�.E
window size. Refer to EVAL 12078.7 and INST 12078.7 for
Created by Independent Third Party: Yes
Mullion Design Pressure Ratings, any additional use
j
limitations, Installation instructions and product particulars.
i
back Maxi
Cwoct its :: 2601 Blair Stmv Road, Tallahassee FL 32399. Phone: 850-487-1024
The State of Florida is an WEEO —player: %anvriaht.211Q7 2g1T ${a, of F3orida� :: j' ,yayy yf cot.:: &&lu5jWliU 59MMIE :: Rerund StatemerN
Under Florida law, email addresses are public records. if you do not were your e-mail address released in response to a public -records request, do nm send
electronic mril to this enbty. Instead, contact the o€ ike by phone or by traditional mail, if you have any q•;Msua.s. please contact $50,487,1395. sNmuant to
S.alcm 455.275€1), Florida Statutes, effecu- Ober 1, 2012, licensees licensed under Chapter 455, F.5, must provide the Oepartm rs: with an small address if
they have one, The emails provided may be used for official communication with the icensee. However email- addresses arc pub0c record. If You do not wish to
supply a personal address, please provide the Department' with an email address which can be made'avairabie to the pubiz. To determine if Y' are a licensee under
chapter 455, F.S., please dick ajar i
Product Approval Accepts:
r;;' WIN a E
Credit Card
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Quick Notes Page 3
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�� �� � ASSQCIATE D MATERIALS
E
d......_ ._._.. .... _. _. _.._.
ear 1 N ... C O R P 0 R A T E _..D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 300713BO113AO113AB 1 "STrr
EXTRUDED VINYL
DOUBLE HUNG "Replacement" WINDOW
"NON -IMPACT"
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is
required to be protected with an impact resistant covering that complies
with FBC Sections 1609.1.2 B, R301.2.1.2.
4. For 2x stud framing construction, anchoring of these units shall be the same
as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Horizontal cross sections
3
Vertical cross sections
4
Buck and frame anchoring
5
Bill of materials, components and glazing detail
FRAME WIDTH
i
w
X
0
�
U
w
X
i
AAZ,
OyERALL
FRAME
DIMENSION
MAX.
D.LO.
(TOP)'.
MAX:
D.L.O:
(BOTTOM)
GLASS
TYPE
DESIGN PRESSURE (PSG:
POSITIVE -
NEGATIVE
36.0" X 60.0"
29.12" X 25.75"
30.12" X 26.75'
GI
+50.0
-60.0
36.0" X 72.0"
29.12" X 31.75"
30.12" X 32.75"
GI
+50.0
-55.0
36.0- x 78.0"
29.12" X 34.75"
30.12" X 35.75"
GI
+45.0
-45.0
44.0" x 75.0"
37.12" X 33,25"
38.12" X 34.25"
G1
+35.0
-35.0
52.0" x 62.0"
45.1E X 26.75"
46.1E x 27.75"
G1
+35.0
-35.0
48.0" x 84.0"
41.1E X 37.75"
42.12" X 38.75"
Gl
+30.0
-30.0
44.0" x 96.0"
37.1E X 43,75"
38.1E X 44.75"
G1
+25.0
-25.0
52.0" x 96.0"
45.1E X 43.75"
46.1E X 44.75"
GI
+15.0
-15.0
E: 11/12/13
LE: N.T.S.
:. BY: JK
BY: LFS
WINO NO.:
FL-11720.9
E7 _L OF 5
1-1/4' MIN.
EMB.
1-1/4' MIN.
INTERIOR EMB.
v (r 1 16 18 12 EXTERIOR
2 HORIZONTAL CROSS SECTION
2 Shown w/ Direct to Masonry Option
it
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INTERIOR
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EXTERIOR
3 HORIZONTAL CROSS SECTION
2 Shown w/lx sub -buck
NOTE: Sheer Metal Screws must penetmte a min.
or 3 threads through at least Mro (2) sheets or
metal. Maintain 5/8"min. edge distonce.
n (;-:) INTERIOR
I(4� HORIZONTAL CROSS SECTION
2 Shown w/ Steel Stud Framing Option
Shown w/ MED Bottom Sash Stiles
EXTERIOR
Ad
SCALE: N.T.S.
DWG. BY: JK
OHK. BY: LFS
DRAWING NO.:
FL-11720.9
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VERTICAL CROSS SECTION
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2
VERTICAL CROSS SECTION
r�VERTICAL CROSS SECTION
Bwc. BY: JK m
4 VERTICAL CROSS SECTION
3
2x Buck Construction
3 Optional masonry sill
CHK. BY: US i
3 O tional mason sill
Bottom
Shown w/ MED Bottom Sash Rails
a
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oeaFL
Shown w/ MED Sash Rails
1 1
FL-11720.9 0
N
SHEET 3 OF S Ig
4" (TYP.) —I I--
i
2X BUCK
MASONR
OPENINC
V
FRAME f
TYP.
2X BUCK _ 1
MASONRY
OPENING
EXTERIOR INTERIOR
BUCK ANCHORING TRACK TRACK
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR.'
ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE -
TYPE
SIZE'
EMBEDMENT
TO MASONRY
TOADJACENT
_.
EDGE.:
ANCHOR.:
ITW
TAPCON
ULTRACON
IC)()L)W SCREW INWALLAIIVN NUM):
1. Maintain a minimum 518" edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
/ TYP.
FRAME ANCHORING
(2X Buck)
INTERIOR EXTERIOR
TRACK TRACK
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MASONRY
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(1 X Buck, Direct to Masonry, Steel Stud) w S w
000
aE: N.T.S.
3. BY: JK
C BY: LFS
1WIN NNO.:
FL-1 1720.9
a 4 - 5
BILL OF MATERIALS
ITEM M
DESCRIPTION
MATERIAL
A
I X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#10 X 2-1/2" PFH WOOD SCREW (1-3/8" MIN. EMBEDMENT)
STEEL
G
1/4" x 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
H
1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
# 10 PFH SELF -DRILLING SMS
STEEL
L
#10 X 2-1/4" PFH WOOD SCREW (1-5/16" MIN. EMBEDMENT)
STEEL
X
STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min)
STEEL
1
EXTRUDED VINYL HEAD AND JAMB "
RIGID PVC-
2
EXTRUDED VINYL SILL'
RIGID PVC
3
EXTRUDED VINYL LOCK RAIL `
4
EXTRUDED VINYL MEETING RAIL'
5
EXTRUDED VINYL SASH STILE (MED) `
6
EXTRUDED VINYL LOCK RAIL (MED)'
URIGIDPVC
7
EXTRUDED VINYL HEAD INSERT'
8
EXTRUDED VINYL BOTTOM LIFT RAIL'
9
EXTRUDED VINYL TOP PULL RAIL •
10
BALANCE COVER
11
EXTRUDED VINYL SASH STILE'
RIGID PVC
12
GLAZING BEAD'
RIGID PVC
13
EXTRUDED VINYL BOTTOM LIFT RAIL (MED) '
RIGID PVC
14
REINFORCEMENT - MEETING RAIL
STEEL
15
REINFORCEMENT - LOCK RAIL
STEEL
16
REINFORCEMENT - SM. STILE
STEEL
17
REINFORCEMENT - MED. STILE
STEEL
18
WEATHERSTRIP (FIN PILE)
19
WEATHERSTRIP (VINYL BULB)
VINYL
20
1 CAM LOCK
STEEL
THE APPROVED WHITE RIGID PVC EXI tRIUK EX I KUNUN3 rUK WINUUVY3 AKC iv DC rKUuuL,Cu Dy CAIKU—KJ
LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
O.OT'
O.OT'
I� 0.7T'
REINFORCEMENT REINFORCEMENT
14 Meeting Rail 5 Lock Rail
0.06" ---I
o
I
. I.. I
0.06"
0.75' —i
I o
F�-1.07'
b REINFORCEMENT
SM Stiles
@REINFORCEMENT
MED Stiles
3.95"
HEAD d JAMB
Qj—
— 0.04" O
I— 4.07'
2 SILL
1.3" I o 2.04" 2.04„
0.065' } o
I
L 0.065" o, I I 0.065'
2 D'
9 TOP PULL RAIL
1.35"
LIFT0.066'
SASH STILE
8 BOTTOM UFT RAIL
(— 1.55"
I f
0
0
6 LOCK RAIL
MED
.065'
f— —} 0.91"
$ SASH STILE
Bottom Sash
MED
1.39"
HEAD INSERT
7
13 BOTTOM LIFT RAIL
MED
v
0
3 LOCK RAIL
\•�nn
V n
0.36"
0.05"
t2 GLAZING BEAD
0
d
I 1.ST'
4 MEETING RAIL
1/2"GLASS BITEGLAZING TAPE
13/16" THICK GLASS
1 /9. ANNEALED GLASS
AIR SPACE
1/8" ANNEALED GLASS
STEEL SPACER
Gl GLAZING DETAIL
al 6D
JDATE: 11 12113
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
FL-1 1720.9
ET S OF rj
Florida Building Code Online
Page 1 of 4
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Approval1lbik
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.�
ro FL #
FL11720-R3.6
:....:r.
Application Type
Revision
Code version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emait
Quality Assurance Representative
Address./Phone/Emait
Associated Materials Inc.
3773 State Road
Cuyahoga Falls, CH 44223
(330)922-2108
rlckw@rwbldgconsultants.com
Vivian Wright
rick w@ rw bid gco nsu I to n ts. com
Category
Windows
Subcategory
Double Hung
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
.'I Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Lyndon F. Schmidt,. P,E.
the Evaluation Report
Florida License
PE-43409
Quality Assurance Entity
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Ryan 3. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence I):.:4.I,%.c.Ug 1110 C(`,;.. ta7 Cart, f?,F,Wi g„ frr+ln-nce prlf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Stan-grd Year
ANSI/AAMA/NWWDA 10.1/I.S.21A440 2008
ANSI/AAMA/NWWDA 1.01/1.5.2/A440 2011
ASTM E1386 2005
ASTM E1996 2005
Quick Notes Page I
Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 09/08/2017
Date Validated 09/19/2017
Date Pending FBC Approval 09/22/2017
Date Approved 12/12/2017
Summary of Products
Page 2 of 4
FL #
Model, Number or Name !!!ascription
scrIP__,_
11720.1
a. Model 0301 J Extruded Vinyl Double Hung Window with Nali Fin - "Non -
Impact'
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant., No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
. _A� jQj.j,P_0.[
Other: See INST 11720.1 for Design Pressure Ratings, any &j.j7ZQj.� — z
additional use limitations, Installation Instructions and created by independent Third Party: Yes
.duct particulars.
11720.2
b. Model 0501 Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use Installation Instructions
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. No i Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other. See INST 11720.2 for Design Pressure Ratings, any F1.11770 R16 AF fa) FVAL 1172.0,2.0df
additional use limitations, Installation instructions and I Created by Independent Third Party: Yes
product particulars.
11720.3
c. Modet 0501 HP Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL11720 1t16 11 (al INST 1172Qj.i2d
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant- No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
I
Other: See INST 11720.3 for Design Pressure Ratings, any I R11 )I-Q R16 AE (a) EVAL 11.720,3.pdr
additional use limitations, Installation Instructions and j Created by Independent Third Party: Yes
product particulars.
........... I., ........................ .................. I .................. 1.11,11,111, ............ ............................ .................... ......................
11720.4 d. Model 0601 Extruded Vinyl Double Hung Window - "Non -impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720-RI6-11.,(a) INS'T 11720,41.pdf
Approved for use outside HVHZ- Yes Verified By: Lyndon F, Schmidt, P.E. 43409
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 11720.4 for Design Pressure Ratings, any ELLiLgG�Al �rV —T �Q�
additional use limitations, Installation Instructions and Created by Independent Third Party: Yes
product particulars.
11720,5
e. Model 8001 Extruded Vinyl Double Hung Window - "Non -impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No R , (a I INST 11720.5.pd
Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Cleated by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other- See INST 11720.5 for Design Pressure Ratings, any WAMA
additional use limitations, Installation InStruCirOns and Created by Independent Third Party: Yes
product particulars.
11720.6 f. Model 9001 Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 R16 11 (al INST 11720,6,pdf
Approved for use outside HVHZ: Yes verified BY: Lyndon F. Schmidt, P.E. 43409
Impact Resistant- No created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other- See INST 11720.6 for Design Pressure Ratings, any ELILM9
additional use limitations, Installation Instructions and Created by Independent Third Party: Yes
product particulars.
11720,7
g. Model T 201 / "T' 201HP Extruded Vinyl -Tilt" Double Hung Window - "Non -Impact"
Limits of Use Installation Instructions
Approved for use In HVHZ., No FL11720 R16 11 (a) INST 11720.7.pdf
http://wwNv.flondabuilding.org/p.r"/pr� app dti.aspx?param=:�vGEVXQwtDquzHEiiMXJwex.., 1/5/2018
Quick Notes Page 2
The State of %nda is an WEED a Moyer. fwar.°riahc %46t7- 32 a 5;ara.of' zia s. PnwIvy.5tarAMent - & es.36s� .: Rdu N,,1W1rmgtI i
ifnder f'WWa law, .rued addro— as ppb€im mead.. If v— de car# want v— —if -address- reixaned in 1-p—m m a -q—m. do — send
e4.6-1k malt to IN. . -"'city. I—d, -ntae the d r— by phase or by ttaditi-4 mail. If — have anv CueeESfela, pt-at >mta.t 850,487.1395. `R:r mr* to
http://Www.floridabuilding.orplpr!pr_app_dtl.aspx?param=wGEVXQwtDquzHEnMXJwex.,. 1 /5/2018
Quick Notes Page 3
Florida Building Code Online
Page 4 of 4
Sxti- 455.275(3), Florida SUWt., eftectivt October 1, 2012, licensees Ikensed under Chapter 455, F.5. must provide the Department with an tmail address it
they have one. Tht a..0 prtvidtd mar be used for official commein cat oh wtth tht r xnstt. Nawt,•er amml addresz art public r rd. if you da net wish to
supply a p—nai address, please provide the Deparbrtnt with an email address which can be made available to the pubic. To detttmine if you arc a fi— mder
dwpmr 455, f.5., please dick bMIL,
prod..€ Approval Accepts:
Ed 13
Cfedit Card
Safe
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