HomeMy WebLinkAboutBUILDING PRODUCTSSCANNED
BY
St. ucie Gowty
SILVER LINE BUILDING PRODUCTS
EB ®:1 0-1 SINGLE�f-I��•� �'�r2��
(NON -IMPACT)
GENERAL NOTES: III
1. THE Pfl000CT'HOWN11",
REIN IS DESIGNEDAND
MANUFACfLMEDTOCLY. THE fiTFIEDTIONFBC), I NCLUDING HVHZ AND HASING TO THE FOLLOWING:
2. AOEQUACYOFTHE 0' GSTIIUCTUND
CONCRETE/MASONRY, FRAMING, AND METAL FRAMING
ASA MAIN WIND FORCE ESISTING SYSTEM CAPABLE OF
WITHSTANDING AND SFERRING APPLIED PRODUCT
LOADS TO THE iOUNDA ON IS THE RESPONSIBILITY OF THE
ENGINEER Ofl ARICHITE OF RECORD FORTHE PROIECFOF
INSTALLATION.
3. I%AND 2X BUCKS (VJFIEN II SEO) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED EREIN. REFER TO SH EET5 FOR
FURTHER DETAILS OF BU INSTAlLATON.
A. THE INSTALLATION DETAI DESCRIBED HEREIN ARE
GENERIC AND MAY NOT. LECTACTUALCONDOIONS FOR
ASPECIHCSITE. IFSITE - DITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REUIREMENit DETAILED HEREIN,
A UCENSED ENGINEER OR CHOECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FO SE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN EAS, ONETIME PRODUCT
APPROVALTOBEOBTAINE FROM MIAMI-DADE REBOIL
au.
APP
S THIS PRODUCT
DCTINAPROTE VE UIRING EMBREQUIREDSTA ON
THIS P.000Cf IN AREAS QUIRING IMPACT RESISTANCE.
6� WINDOW FRAME MATERIA PVC
7. INACCORDAN[E WOH THE EDITION FBC, WOOD
COMPONENTS SMALLHAVE LEN PRESERVATIVE TREATED
ORSHALL BE OFA DURABLE PEOES AS DEFINED IN
CHAPTER 23. II
II
B. GLASS MEETS THE REQUIRT NTS OF ASTME 2300
GLASS CHARTS. SEE SHEET S, �OR GLALNG DETAILS.
MAX OVERALL SUE
CI
DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52°
6Z.50°
O/X
+62.8/ESPSF
NON IMPACT
52°
73°
O/X
♦55/-60PSF
NON IMPACT
TABLEOFCONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES&GLAZING DETAIL
2
ELEVATION&ANCHOR LAYOUTS
3
VERTICALSECTIONS
6
-
HORIZONTAL SECTIONS
S
HORIZONTAL&VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
STEEL SPACER
1/8" OR 3/32"
SETTING BLOCK
GLAZING DETAIL
5/8" OA I.G. GLASS
1 INTERIOR
J_
MIN.GLASS
BITE 7/16"
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTUNED IN
CURRENT FBC AND ASTM E 13DO GLASS LOAD
RESISTANCE.
Silver Line
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MAX.
MAX. OA FRAME
HEIGHT73"
u
WIDTH 52
MA%. D.LO.
rMAX,O"111fnME_
WIDTH 47.68°
A B
3 3
3°MAX.
FROM
6° MAX. 6.25" MAX.
I I O.C. FROM
CORNERS
I I CORNERS
NOTE:
1—
All FASTENERS ABOVE
THE MEETING RAIL IN
6" MAIL
THE INTERIORIAMB
TRACK MUST BE FLATHEADS.
.0.
O.G
12.50" MAX
O.C.
1
3°MAX
6.25" MAX
FROM
CORNERS
FROM
CORNERS
T
ELEVATION
SINGLE HUNG WINDOW
ANCHORLAYOUT
NAIL FIN -SINGLE HUNG WINDOW
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
Silver Line
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FL19715
DATE: 12.11.17
DWG. BY: CHX BY:
LMS HFN
SCALE: NTS
DWG.#: SWD010
SHEET:
2
d
c
!a
2
EXTERIOR
d
c
SEE GIAZING
DETAIL, SHEET 1
INTERIOR
SEE GLAZING
DETAIL. SHEET 1
E GIAZMG
TAIL, SHEET 1
INTERIOR
SEE GLAZNG
DETAIL, SHEET 1
VERTICAL SECTION (a) VERTICAL SECTION
3 3
Silver Line
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FL19715
DATE 12.11.17
DWG. BY: OiK BY:
LMS HFN
STALE: NTS
DWG.C: SWD010
SHEET:
3
SECTION FOR
KK&TAORE SEE GLAIING
BALANCERS �\— DETAILSHEEI
i
INTERIOR
EXTERIOR
- D.L.O.
MA%. FRAME WIDTH
�C HORIZONTAL SECTION
4 UPPERSASH
INTERIOR
EXTERIOR
- D.L.O.
MAXL FRAME WIDTH
/1 HORIZONTAL SECTION
4 LOWER SASH
SECTION FOR
ONSTANTFORCE
BAfANCERS
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FL19715
DATE: 12.11_77
4
MIN. SUBSTRATE 1/4" MAX
EDGE DISTANCE BY OTHERS SHIM SPACE SUBSTRATE MIN. EMBEDMENT SUBSTRATE
INTERIOR BY OTHERS —� BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN,
MIN. EDGE DISTANCE
EMBEDMENT
SCREW IN THE EXTERIOR
PERIMETER SEALANT I —� 1/4°MAX CHANNEL z�
�o
BY OTHERS SHIM SPACE PERIMETER SEAIANi
BYOTHERS 1/4' MAX
EXTERIOR MIN. SHIM SPACE
EXTERIOR j INTERIOR EMBEDMENT EXTERIOR INTERIOR
A �, ERTICAL SECTION HORIZONTAL SECTION rC1 HORIZONTAL SECTION
6 THROUGH FRAME (HEAD) 6 THROUGH FRAME (JAMB) 6 NAIL FIN (HEAD)
I. REINFORCEMENT DETAILS
SUBSTBY OTHE I SHIMS ACE I•�034"
BY OTHERS INTERIOR Z 043
0.87"
m 7
II LI I I-0.13"
0.77° l�U}l 0.9 0.46°
EXTERIOR INTERIOR T �f � 0.06° 0.87°
0T
w 1
I EXTERIOR
O LOCK RAIL ALUMINUM O LOCK ALUMINUM ING RAIL O BOTTOM RAIL &SASH
MIN. EDGE
DISTANCE
p HOR ZONTAL SECTION VERTICAL SECTION
6 NAILFIN(JAMB) 6 MEETING STILE
INSTALLATION NO
1. ONE (1)INSTA' TION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
1. THE NUMBER INSTALLATION ANCHORS DEPICTED O THE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT
INSTALLATION F THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVI UAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF El/2 INCH THE DEPICTED LOCATION R SPACING IN THE
ANCHORLAYO DETAILS(LE.,WDHOUT CONSIDERATIONOF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION CNOR TO THE NEXT.
4. SHIM AS REQUI DAT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACXTO BE
3/9INCH. SHI /1ERE SPACE OF1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
OR BEITER. Ilb
S. M INIMUM EMB MEW AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOTLIMITED TO STUCCO, FOAM, BRICK
MVENEER,ANDSI NG.
6. INSTALLATION CHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVEA
CORROSION RES ANT COATING.
7. FORHOLLOWBLCX AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARIOINTS. EDGE
DI NC'
ISMjREDFSt'.M FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.8.INSTALLATIONALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTIIUCTIONS,
ANDANCHORSU. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BYTHE
ANCHOR MANUF REP
9. FOR INSTALLATIOIANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TACK, USE FLATHEAD ANCHORS.
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FL19715
DATE: 17.11.17
5
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Of
Silver Line Building Products
Series 70 Model 2127 — Extruded Vinyl Single Hung Window
(Non -Impact)
for
Florida Product Approval
FL## FL19715
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— D (Engineering Evaluation)
Windows
Single Hung
Series 70 Single Hung Window
PVC
See Installation Instructions, SWO010
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:12/15/2017
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.12.18 18:32:10-05'00'
�%j111IIfit4
S F. O '��ii
.O
7 r
r
141
Hermeso P.E.
Florida No. 73778
';: BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
facturer: Silver Line Building Products
uct Category: Windows
uct Sub -Category: Single Hung
ce Method: State Product Approval Method (1)(d)
Name: Series 70 Single Hung Window
�Ibf Use:
FL#: FL19715
Date: 12/15/2017
Report No: 4805
This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method 1d of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
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 SWD010, 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,
includiM 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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD010 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD010 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
�I- BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 12/15/2017Report No: 4805
Certificate of Authorization: 29578
I
I
%II lity Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
I
r; ormance Standards: The product described herein has been tested per:
I
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
!frenced Data:
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
it
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
ation: 1. Approved anchor types and substrates are as follows:
FL#: FL19715
Date: 12/15/2017
Report No: 4805
Nailing Fin Installation:
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length,to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (IX), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Pressure:
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4