HomeMy WebLinkAboutRevisions; Product Approvals for Windows; layout for duct & HVAC CalcsOFFICE USE ONLY: l l
DATE FILED: � 1 � I q-( .
REVISION FEE:
LOCATION/SITE
PERMIT # L9 /O\) —06 >
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C /332
BUSINESS NAME: F-SC k6a2d
QUALIFIERS NAME: U
ADDRESS: 2 1 m-4f
CITY: er-0 STATE: J�L
PHONE (DAYTIME): en2- 260- `ll0/ FAX:
OWNER/BUILDER INFORMATION:
ft-efto
JUC 2 0 2021
Wale
ST. LUCIE CO CERT. #:
ZIP: 3z
NAME: FILE Copy
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ZIP:
398 E Dania Beach Blvd.
/(/A\\ BUILDING DROPS Suite338
16 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Trinity Glass International
"6'8" Glazed Fiberglass Door ®utswing"
(Impact)
cry G
for
Florida Produc$CEV
{
FL# FL2
Report No. 4418
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Door
Sub Category: Swinging Exterior Door Assemblies
Product: Glazed Fiberglass Door Outswing
Material: Fiberglass
Product Dimensions: See Installation Instructions, FL-20867 I
Prepared For: FILE
I L. � COPY
Trinity Glass International
33625 V Way S
Federal Way, WA 98003
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 07/25/2016
Contents:.
Evaluation Report Pages 1 — 4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2016.082614:47:07-04'00'
`►►►►IIIIIII//
�S F.
♦ .Z • �,� O
7 _
4u
`S/ONAI-
Herme1W!M 1W01"1 P.E.
Florida No. 73778
/ 0^
P/A\\ BUILDING DROPS
4 A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
Trinity Glass International
Exterior Door
Swinging Exterior Door Assemblies
State Product Approval Method (1)(d)
Glazed Fiberglass Door Outswing
(impact)
Date: 07/25/2016
Report No: 4418
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Trinity Glass
International based on Method 1d of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does 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.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions FL-20867.1, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane. Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing FL-20867.1 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions FL-20867.1 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
//A\\) BUILDING DROPS
4 A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Date: 07/25/2016
Report No: 4418
Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida
Building Code and Florida Product Approval system for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation Management Institute. (FBC Organization # QUA1789)
Performance Standards:
Referenced Data:
The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM 283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
1. Product Testing performed by Architectural Testing,_ Inc.
(FBC Organization # TST1910)
2.
3.
Report #: F5877.01-109-18,
Report #: F7081.01-109-18,
Report #: F8603.01-109-18,
Report #: B5950.01-106-18,
Report #: C3995.01-106-18,
Report #: D8467.01-106-18,
Report #: D8467.02-106-18,
Report Date: 04/12/2016
Report Date: 05/12/2016
Report Date: 05/27/2016
Report Date:08/29/2012
Report Date: 12/10/2012
Report Date: 01/23/2015
Report Date: 01/23/2015
Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report #: TEL 06-0918-1,
Report #: TEL 01370051,
Report #: TEL 01370210,
Report #: TEL 01470437,
Report #: TEL 04251336,
Report #: TEL 01370079,
Report #: TEL 02010411,
Report #: TEL 02010412,
Report #: TEL 08-01370020,
Report Date: 10/10/2006
Report Date: 10/01/2008
Report Date: 12/21/2009
Report Date: 11/30/2011
Report Date: 05/05/2015
Report Date: 12/05/2008
Report Date: 10/11/2011
Report Date: 10/11/2011
Report Date: 06/10/2008
Product Testing performed by ETC Laboratories
(FBC Organization # TST2411)
Report Date: 12/21/2005
Report Date: 12/21/2005
Report Date: 10/19/2005
Report Date: 12/31/2001
Report #: ETC-05-781-16179.0,
Report #: ETC-05-781-16208.0,
Report #: ETC-05-781-17122.0,
Report #: ETC-05-756-10828.0,
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
^Q^A BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/25/2016Report No: 4418
Certificate of Authorization: 29578
Installation:
Refer to Installation Instructions (FL-20867.1) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (FL-20867.1) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
Project Summary ry Doti:
wrightsoft®
Date:
Entire House By.
QUICK CALCS, INC.
317 ST. LUCIE LANE, Fr. PIERCE, FL 34946 Ptnre:772-466-6799 Email: QUICKCALCS@AOL.COM ^
For. NOELI EADDITION
5305 DEER RUN DRW FT. PIERL �V,
Notes:
b -f, 1� 0 N
%Lj
Design Information
Weather. Fort Pierce, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 90 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 15 OF
Daily range M
Relative humidity 50 %
Moisture difference 61 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 30569 Btuh Structure 25332 Btuh
Duds 11071 Btuh Ducts 13678 Btuh
Central vent (0 clin) 0 Btuh Central vent (0 ctm) 0 Btuh
none
(none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 41641 Btuh Use manufacturers data n
Rate/swing multiplier 0.95
Infiltration Equipment sensible load 37060 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3177 Btuh
Ducts 4448 Btuh
Central vent (0 dm) 0 Btuh
Heat' Coolingg (none)
Area (fig) 2852 2852 Equipment latent load 7625 Btuh
Volume (fia) 28520 28520
Air changeWhour 0.32 0.16 Equipment Total Load (Sen+Lat) 44685 Btuh
Equiv AVF (dm) 152 76 Req. total capacity at 0.70 SHR 4.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make Carrier
Trade Trade CARRIER
Model Cond 24ACB760ABO32
AHRI ref Coil FV4CNB006L
AHRI ref 9119431
Efficiency 100 EFF Efficiency 12.5 EER,16 SEER
Heating Input 11.3 kW Sensible cooling 39900 Btuh
Heating output 38534 Btuh Latentcooling 17100 Btuh
Temperature rise 18 OF Total cooling 57000 Btuh
Actual airflow 1900 chn Actual airflow 1900 cim
Airflowfactor 0.046 cfn/Btuh Airflowfactor 0.049 cfrnA3tuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.84
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
+� wrightsoft- 2021-JU-1913:13:07
RigftSuL-OUmrersal 202121.0.07 RSU08101 Page 1
K1Doanmrts\WrigtboftWACWOELKEADDMON.np Ca1c=W8 FrortDoorfams: E
- - wrightsoft, RighW@ Worksheet Job:
Entire House Data:
QUICK CALCS, INC. By
317 ST. LUCIE LANE, Fr.. PIERCE, FL 34946 Phore:772-466-6799 Email: QUICKCALCS@,AOL.COM
1
Room name
Entire House
EXISTING HOUSE
2
Exposed wall
290D ft
256.0
ft
3
Room height
10.0 It
10.0 it
heal/cool
4
Room dimensions
1D x
2590.0 It
5
Room area
2852D fe
2590.0 ft2
Ty
Construction
U-value
Or
HTM
Area
Load
Area
number
(BhrhA1k-'q
(BtuhAP)
or perimeter
(it)
(Bluh)
(ft)
(Btuh)
Heat
Cool
Gross
NIPS
Heat
Cod
Gross
NIPIS
Heat
Cod
6
13A-0ocs
-b.143
r
4.00
•219
600
564
2258
1234 -.
610
495
1982
1083
1DQow
0.570
no
15.96
4691
15
0
239
704
15
'
0
239
704'
11D0
U390
no
;1092
- •1034
'
' : 21.
229
217
0
0 ,;...
0
0
13AAM
.
0.143
se
.__
4.00
....
2.19
.21
470
..
374
1497
.::_...;_
_.
818
470
374
1497
818
I.
1DQow
0.570
se
15.96
47.30
25
0
399
1182
25
0
399
1182
1D-c2ow
0.570
se
15.96
2029
50
50
798
1015
50
50
798
1015
�� pG
11D03"
se
14.00
1034
21
21
217
21
21
29
217
__
740
68a
728
. .`
7
,
�8
2728
490
1451,
_
8
1
289ra
i--G
1Dt2ow
„,0.390
0570 ,sw:
596
.. 2029 M.
__.:..
13AAocs
1D-2ow
0.143
0.570
nw
nw
4.00
15.96
2.19
46.91
710
25
595
0
2382
399
1302
1173
460
0
370
0
1481
0
810
0
1DQow
0.570
nw
15.96
46.91
30
0
479
1407
30
0
479
1407
1DQow
0.570
nw
15.96
46.91
60
0
958
60
0
958
2815
P ..
12C-Osuv__ ...,_ .
_ .
_
0091
_
_ . -
�255
1.06
380
,
ry..380
_
,..
968
_
_2815
401 —
_ 380
.
380
968
401
C _
16B 30md__
0,032
-.
090
1.60
2
`52
_ . •
F `:22A1p1..,
_
.. ..
_ ,...... ,.... _..
_. _
_• 0989
_ ...
_. _... _,._w
..
,._ ....
.. _
.._
_�
4.. v...._ .n..s_
.
,-..,
_.
..__
....�
_.
_290,:.
._...
.....
,__.___2555
•
::8031'..;..__:0
._.
._ ..___4563 :-
...
._-. _2590
2590
...
_
....
._
_.2590
: , •.256_
_2321 _
...'7089 :
..
- -
. _4144
0
6
c) AED exandon
22W
1788
Envelope loss(gain
25889
24078
22907
21134
12
a) Infiltration
4681
1254
4049
1085
b) Room ventilation
0
0
0
0
13
Internal gains
Occvpart@
230
0
0
0
0
Applianceslother
0
0
Subtolal(lines6to13)
30569
25332
2606
22219
Less external load
0
0
0
0
Lesstransfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
30569
25332
26956
22219
15
Dud loads
36%
-A%l
11071
13678
36%
54%
970
11997
Total room load
41641
39010
36719
34216
Air required (dm)
1900
1900
1675
1666
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
F�1- wrightsoft 2021-JJ-1913:13:07
�^ RighlSuieOUriversal 2021 21.0.07 RSU08101 Page 1
K1Doomerts\WdghtsoftWACWOELKEADDMON.rup Calc=M18 FrortDoorfaces: E
- - wrightsoft• Right-M Worksheet Job -
Entire House Date:
QUICK CALCS, INC. By.
317 ST. LUCIE LANE, Fr. PIERCE, FL 34946 Phore:772466-6799 Email: QUICKCALCS@AOL.COM
1
Room name
DEN
STORAGE
2
EVosedwall
27.0 It
7.0 It
3
Room height
10.0 ft heaVmd
10.0 It heaU000l
4
5
Room dimensions
Room area
18.0 x 13.0 It
234.0 fe
7D x 4.0 It
28.0 IF
Ty
Construction
number
U-value
(Bhrhllt;°F�
Or
HTM
(BbrhAP)
Area
or perimeter (ft)
Load
Area
(ft)
Load
(Btuh)
Heat
Cool
Gross
NIPS
Heat
Cod
Gross
NIP/S
Heat
Cod
6
11)I
19Aatas •
iD 1ow,
11D0 :. _ r
0143
0.570
:. '. 0390'__,ne
.. no
ne
,4:00
15.96
1092
2.19
.421
..1034
90
0
:21
_ 69
0
„ 21
276
0
229
151
0
217
_ 0
0
, .0
0
0
O
0
0
0
0
0
LI-__ pG
VVVjjj!!!
11
13A-4ocs
1D4ow
0.143
0.570
se
so
4.00
15.96
_
2.19
47.30
0
0
0
0
. _ _ _ _ ... 0
0
- ...
0
0
.:.....` _'0
0
0
0
0
0
0
0
0
1D•c2ow
0.570
so
15.96
2029
0
0
0
0
0
0
0
0
u
11Uu
13A4acs
0.390
;0.143
-se
10.92
10.34
`219
0
0
0
0
0
- , - 0
0
_ _ .0
0
.,. - _0
0
,. .. 0
0
0
0
,.,. ,- .:_0
fAclomd
iDc2ow_: _.
1270.,
.. .-.0S70..sw-.
sw
3556
. ,15.96
7095
0
:-.0
0
0._
0
0
0
0
0
0
0
. 0
0,
0,
0
0
VV►►11
I--G
13A-4ocs
1D4ow
1D-c2ow
0.143
0.570
0.570
nw
nw
nw
4.00
15.96
15.96
2.19
46.91
46.91
180
25
0
155
0
0
._•._. .
621
399
0
._.. ..
339
1173
0
70
0
0
70
0
0
280
0
0
153
0
0
P `
1DQaw
12C-0suv`•; ,-
0,570
.:.._._,.D091
,nw
.,- ..
_ 15,96
'.',.255
46,91
,_.. `1,06
0
, ., ..,...:0
_ _ 0
. 0
=..0._
._.. .,0
O
U
C
t=
16B-30md
0.032
-
0 90
:27.69
1.60
, _ •..O.QO
234
-. 234
. 234
_ , , .2Z
210
748
. .. - , ,.374
..v 0
-----_ 28
,, .. ..28
_ _, 28
.. . ,... 7
_. _ - 25
: 194
- 45
. i 0
61
c) AED mcursion
1492
1
10
Envelope lossfgain
2483
2746
499
198
12
a) Infiltration
501
134
130
35
b) Roomventilation
0
0
0
0
13
Internal gains O--pants @ 230
0
0
0
0
Applianomlother
01
0
Subbfal (lines 6 to 13)
2984
2880
629
233
Less external load
0
0
0
0
Lesstransfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
2984
2880
629
233
15
Dudloads 136%
54%1
1081
1555
36%
54%
228
126
Total room load
4065
4436
857
358
Air required (cfm)
185
216
39
17
Calculations aDDmved bvACCAto meet all reauirements of Manual J 8th Ed.
_ -Flawrightsoft 2021JU-1913:13:07
ACC,k ' "^ RigttSuhe®Uriversal 2021 21.0.07 RSU08101 Page 2
KOocmerts\WdghtsoftWACWOELKEADDMON.rp Calc=W8 FrortDoortaces: E
+ wrightsofte Duct System Summary o �:
Entire House By -
QUICK CALCS, INC.
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phore:772-466-6799 Email: QUICKCALCS al OL.COM
For.
Bdemal static pressure
Pressure losses
Available static pressure
Supply/return available pressure
Lowestfriction rate
Actual airflow
Total effective length (TEL)
NOELIEADDrrION
5305 DEER RUN DRIVE, FT. PIERCE, FL
Heating
0.50 in H2O
0 in H2O
0.50 in H2O
0.250 / 0.250 in H2O
0.388 in/100ft
1900 dfm
129 It
Cooling
0.50 in H2O
0 in H2O
0.50 in H2O
0.250 / 0.250 in H2O
0.388 in/100ft
1900 Cfrn
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
(Btuh)
(dm)
(cfm)
FR
(in)
(in)
Mal
Ln (ft)
Ln (ft)
Trunk
DEN
c 4436
185
216
0.388
&0
Ox 0
VIFx
34.0
95.0
EXISTING HOUSE
h 34216
1675
1666
0
0
Ox 0
VIFx
0
0
STORAGE
h 857
39
17
0.420
4.0
ox0
VIFx
24.2
95.0
Name
Grille
Size (in)
Htg
0m)
ag
(Cim)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mati
Trunk
rb1
ox0
1900
1900
0
0
0
0
Ox 0
VIFx
Bo1dldaic vakres have been manly ovenidden
Wrightsci , 2021-JU-1913:13:07
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�...K1Doamerts\WrigfdsoftFNACWOELKEADDfT10N.np CaIc=M18 FrortDoorfams: E
AM E RI CAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZAND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E188612
• ASTM E199617
• AAMA/WDMA/CSA 101/1S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEESHEET 1 FOR GLAZING DETAILS.
70 SERIES / V1 SERIES / (2127)
SINGLE- HUNG WINDOWS
(HVHZ) (IMPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
IMPACTRATING
52"
1 73"
O/X
+55/-60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECFIONS
5
-
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
GLASS
0.090"AFLEXANNEALED
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
INTERIOR
1/8" OR 3/32" J� L MIN. GLASSBITE 7/16"
SETTING BLOCK
DOW 995 SEALANT
TREMCO S700 SEALANT
GLAZING DETAIL 1
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
4ERICAN CRAFTSMAN WINDOI
VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
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A B
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MAX. D.L.O.
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4
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HEIGHT
73"
D
4
MAX. D.L.O.
X.
HEIGHT 33.50"
ELEVATION
SINGLE HUNG WINDOW
3" MAX. � 6" MAX. 6.25" MAX.
FROM _ O.C. FROM
I I�
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6" MAX. _
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FROM
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ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD
I-
12.50" MAX.
O.C.
6.25" MAX.
FROM
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ANCHOR LAYOUT
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VER LINE WINDOWS AND DOD
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, N108902
PH: (888) 741-0354
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MIN. SUBSTRATE
EDGE DISTANCE BY OTHERS
MIN.
EMBEDMENT
PERIMETERSEALANT J"SHIM
X
BY OTHERS ACE
EXTERIOR LL
INTERIOR
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5
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SUBSTRAT
SHIM SPACE
BY OTHERS
INTERIOR
EXTERIOR
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SHIM SPACE �
INTERIOR
PERIMETER SEALANT
BY OTHERS
EXTERIOR
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
g HORIZONTAL SECTION
5 THROUGH FRAME (JAMB)
0.83"
0.77"
INTERIORhd� �09"
T
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OLOCK P O
ALUMINUMINUM
MIN. EDGE
DISTANCE
vp HORIZONTAL SECTION VERTICAL SECTION
S NAIL FIN (JAMB) 5 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SRE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIM UM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM
WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE
DISTANCE REQUIREMENTS ARE STILL MEI WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.
MIN. EMBEDMENT SUBSTRATE
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SHIM SPACE
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0.45" 0.06" 0.87"
LOCK MEETING RAIL O BOTTOM LIFT RAIL & SASH
ALUMINUM ALUMINUM
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEDULE
MIN EMBEDMENT
MOI.EDGE
DISTANCE
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PAN HEAD
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Steel,
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WOOD: MIN. SG - 0.55
M10 FLAT HEAD IN THE
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N10 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.57
METAL 18 GAUGE Steel,
METAL
THROUGH FRAME
MIN. Fy= 33KSI
010 FLAT HEAD IN THE
3 THREADS MIN
IN7ERIOR CHANNEL
PENETRATION BEYOND
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METAL
CONCRETE:/a3000PS1
3116"ITWTAPCON
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1
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MASONRY: CMU p.ASTM
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AERICAN CRAFTSMAN WINDOL
.VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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M
//POAA\\ BUILDING DROPS
A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
ILF COPY
Product Evaluation Report
of
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
American Craftsman Windows
Silver Line Windows and Q E70 Series / V1 Series / (2127) Single -;Zs
, -m-
d
(HVHZ)(IMPACT) W'
for
Florida Product Approval
FL# FL14911
Report No. 7263
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product: 70 Series / V1 Series / (2127) Single -Hung
Windows
Material: PVC
Product Dimensions: See Installation Instructions, SWDOSO
Prepared for:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:10/14/2020
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.10.22 02:28:29 +02'00'
Hermes F. Norero, P.E.
Florida P.E. No. 73778
//PA\\ BUILDING DROPS
4 A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Single Hung
FL*:FL14911
Date: 10/14/20
Report No: 7263
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows
(HVHZ) (IMPACT)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does 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.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD050, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of Installation Instructions SWD050 require
further engineering analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWDOSO for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 4
//P\A\ BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Dropl Date: 10/14/20
14 Certificate of Authorization: 29578 Report No: 7263
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been evaluated per:
Referenced Data:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization # TST1589)
Report:
Dated:
NCTL110-16327-1
08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18
NCTL110-16327-2
11/05/2013
NCTL110-16327-3
08/13/2013
11524.01-109-47
05/01/2018
11238.01-109-47
03/28/2022
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company (Previously Solutia)
Saflex (Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 4
//QA\\ BUILDING DROPS
A Perfect Solution in Every Dropl
14 Certificate of Authorization: 29578
Installation:
FL#:FL14911
Date: 10/14/20
Report No: 7263
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Manufacturer has tested their products to the following test standard edition(s):
1) AAMA/WDMA/CSA 101/I.S.2/A440-08
2) ASTM E1886-05
3) ASTM E1996-06/09/12
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) AAMA/WDMA/CSA 101/I.S.2/A440-11
2) ASTM E1886-12
3) ASTM E1996-17
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results. All referenced
standards have been found to be equivalent. All material test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 4 of 4
// ^A\\) BUILDING DROPS
4 A Perfect Solution in Every Drop
Certificate of Authorization: 29578
June 14, 2017
TO: Whom It May Concern
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 TEL
954.744.4738 FAX
www.buildingdrops.com
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
MANUFACTURER: Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Dear Sir (Madam),
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
``` illI11/11."f
DES F.
!(j ,
.0
7 - —
=
�)3�,c�' Digitally signed by Hermes F. Norero, P.E.
s Reason: I am approving this document
ii�I// ONA %%%%%% � Date: 2017.06.14 21:49:30-04'00'
Hermes F. �b��itO, P.E.
Florida Registered Professional Engineer #73778
Page 1 of 1
Window Opening
The rough opening must be plumb, level, square and 1/2" larger than the window size in width and height, not including the nailing
fins (See fig.l). Close and lock the sash to aid in keeping the window square during installation. Note: Install sill flashing before the
window is installed (refer to "Flashing" below). Apply a 3/8" continuous bead of silicone caulking to the interior surface of the
HEADER
nailing fin, covering the holes in the fin, to seal the windows fin to the sheathing or house wrap. If the rough opening is larger than
All Corners
Square
the window unit by more than 1/2", also apply the caulk to the sheathing or house wrap making sure the bead is no more than 1/4"
from the edge of the rough opening, so that it is covered by the nailing fin when the window is installed.
Rough
Opening
Setting Shims
The sill of the window must be supported in a straight and level position, with shims at all locations where the jamb, intermediate
Sides Plumb, —
jamb, or the stiles of a slider meet the sill (See fig. 2A & 2B). Place 1/4" shims on the sill plate of the window opening spaced as
Sill Plate Level
described above. Multiple, twin or triple windows should have a shim under each mullion, intermediate jamb or the center stiles of
sliders (See fig. 2A & 2B).
Setting the Window
Set window on the shims and adjust side clearance to be equal on both sides. Fasten
one upper corner of the nailing fin to keep the window in place. Check the sill with
a level and adjust the shims as required to level sill. Do not force shims into place,
possibly bowing the window frame. Shim both sides of window as needed to assure
window is plumb and margins are equal (see fig. 2A & 2B). Measure window
diagonally from bottom, left corner to top, right corner and from bottom, right
corner to top, left corner to ensure it is square. If the above has been done correctly
the width across the top, middle and bottom of the window will measure the same.
The weatherstripping clearance between the sash and frame should be equal. The
meeting rail and lock rail should align evenly, with parallel sight lines. The window
locks should engage smoothly.
HEAD
HEADER
Locations of Shims Under Window Sill
Fastening the Window
Use stainless or galvanized steel fasteners, long enough to penetrate studs a minimum
of 1".
Top Shim
Shim at —
Meeting
Rails
both sides
Fasten the entire perimeter of the nailing fin to the sheathing using every other slotted Shim
hole at minimum on single windows. Multiple windows, twins, & triples should be nailed
in every slotted hole.
Fasten the fin snug but do not "sink" the nails. Fasteners should be just tight enough to
hold the window but not stop the movement of the framing underneath during expansion
and contraction. Make sure the head and sill are NOT crowned up or down,
or the jambs bowed in or out.
HEADER
Meeting
Rail(s)
Lock
Bottom
Window Rail
Sill
Locations of Shims Under
Window Sill
Flashing
Use self-adhesive flexible flashing, a minimum of 4" wide (6" for windows rated above DP/PG 50), approved for use on vinyl,
wood and other substances, such as house wrap. Must meet or exceed the Minimum Requirements for Flashing Material in
ASTM E 2112.07 Standard Practice for Installation of Exterior Windows, Doors and Skylights.
Sill flashing should already be applied prior to window installation and extend beyond the sides of the window nailing fin at
least 2" (See fig. 3). Now apply jamb flashing over the jamb nailing fin, continuing over and beyond the sill flashing, at least 2".
Apply head flashing similarly extending 2" past either side of the jamb flashing, to complete the window flashing detail.
Install batt insulation between the window and rough opening. It is very important that these openings are not "over stuffed"
and warp the frame. Only use low expansion, low pressure foam products, made specifically for use with windows and doors,
that comply with AAMA 812. Do not overfill to avoid bowing frame.
If the exterior finish is brick, stone or stucco, make sure to leave a 1/4" gap around the entire window to allow for the
expansion of materials.
Cautions
• Remove or cut ventilation holes in plastic shipping wrap if windows are not installed immediately.
• Do not lay windows flat or store in the sun. The heat will shrink the plastic wrapping and warp
the frame.
• Do not caulk or plug weep holes. • Do not drill into or through the sill of the window.
• Protect vinyl sill from traffic and damage. • Do not lift window by top of frame, only by jambs.
• Protect the window during construction and plastering.
P16a e, 6u,
:our hot' fine ,
1(800) 2344228`.`.f
for�ainy.insltallation '
Help that you
imi<ght need
Note: The manufacturer's warranty can be voided if these instructions are not followed. If special applications are needed during the installation you must contact
the manufacturer for approval.
SL-101 3-12
EXISTING
HOUSE
PROPOSED MECI
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