HomeMy WebLinkAboutWINDOW PLANSvilolvw
SILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(NON -IMPACT)
SCANNED
BY
St. Lucie County
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 6TH EDITION
FLORIDA BUILDING CODE (FBCL, INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TA5202414
• ASTM E330-02
• AAMA/WDMA/CSR 101/1.5.2j%MO-0B/11
2. ADEQUACY OFTHE MONS STRUMML
CONCRETE/MASONRY, 2K FRAMING, AND METAL FRAMING
AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF
INSTALLATION.
3. 1K AND 2K BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR
FURTHER DETAILS OF BUCK INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
ASPECIFICSITE. 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
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHD.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL• PVC
7. IN ACCORDANCE WITH THE GTH EDITION FBC, WOOD
COMPONENT SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E13M
GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS.
MAKOVERALLSIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52"
62.SO"
OM
•62.8/45 PSF
NONIMPACZ
12"
73"
OM
•SS/-60PSF
NONIMPACT
I
TABLE OF CONTENTS
SHEET
REVISION
SHEETDESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICALSECTIONS
4
-
HORIZONTAL SECTIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
118" OR 3/32"
SETTING BLOCK
Silver Line
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INTERIOR
MIN. GLASS
BITE 7/16"
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FL19715
GLAZING DETAIL
DATE: 12.11.17
OWE. BY:
CHK. BY:
NOTE:
LMS
HFf
SCALE: NTS
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
DwG.R: SWD010
RESISTANCE.
SHEET:
I
HEIGHT
I�MM. O.A FRAME
WIDTH 51"
ELEVATION
SINGLE HANG WINDOW
3FROM�
FROM
J �6"MAX.
6.35"Ml
O.C. FROM
CORNERS
I
CORNEF
NOTE:
ALL FASTENERS ABOVE
THE MEETING PAIL IN
6" MAX.
THE INTERIOR JAMB
TRACK MUST BE FLATHEADS.
O.C. n�l
II1H111 13.51
3" MAX.
M FRO
CORNERS
FOML
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
6.35" MAX.
FROM
CORNERS
ANCHORLAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
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DATE: 17 11 17
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SCALE: NTS
I DWG.a: SWDO10
SHEET:
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EXTERIOR
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SEE GLAZING
DETAIL, SHEET 1
INTERIOR
SEE GLAZING
DETAIL, SHEET I
E GLAZING
TAIL, SHEET 1
INTERIOR
SEE GLAZING
DETAIL, SHEET 1
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DATE: 12.11.17
SCALE:
DWG. M.
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VERTICAL SECTION [i VERTICAL SECTION SHEET:
3
SECTION FOR
BLOCK & TACK
BALANCE
SEE GLAZING
CETAILSHEET 1
INTERIOR
HORIZONTAL SECTION
4 UPPER SASH
INTERIOR
EXTERIOR
- D.L.O.
MAX. FRAME WIDTH
T HORIZONTAL SECTION
4 LOWER RASH
SEE GLAZING
OETAILSHEET1
i
«^ION FOR
TANT FORCE
NCERS
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FL19715
DATE: 12.11.17
SCALE:
DWG. R:
MIN. wW1lwm
EDGE DISTANCE /BY OTHERS
MIN.
EMBEDMENT
PERIMETERSEALANT,f 1/4"MAX.
RY nTHFRs GGGG�� iiii''������ ......--��-XXXBIILLLLLL -SHIM SPACE
EXTERIOR IB INTERIOR
T VERTICAL SECTION
(j THROUGH FRAME(HEAD)
SUBSTRAT
1/4"MAK
BY OTHERS
SHIM SPACE
INTERIOR
IN
0
s
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EXTERIOR
1/4' MAIL
SHIM SPACE SUBSTRATE
3JVSCREW
BY OTHERS
INTERIOR
IN THE INTERIOR
NNEL
MIN.
DISTANCE
CHANNEL
EXTERIOR MIN.
EMBEDMENT
T HORIZONTAL SECTION
6 THROUGH FRAME(IAMB)
EXTERIOR
MIN. EMBEDMENT
E)
L OS � .B]" I-0.13,"
0.77' L t 0,9 L IJ II --1 �-- OA6'
OERIOR � 0.45' 0.06" Dar
I
O LOCK RAIL ALUMINUM P O ALUMINUM LOCK MEETING
LLUMNUMNG RAIL(D3 AO MOM M LIFT RAIL&SASH
MIN. EDGE
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
(j NAIL FIN(IAMB) 6 MEETNGSTILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS NEQUIREDAT EACH ANCHOR LOCATION SHOWN.
Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OFANCHORSTO BE USED FOR PRODUCT
INSTALLATION DIME MAXIMUM SIZE LISTED.
3. INSTALL IND RDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF]1/Z INCH THE DEPICTED LOCATION &SPACING IN THE
ANCHOR LAYOUT DUMB(I.E., WNHOUTCONSIDERATION OF TOLERANCES). TOLERIWCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE
3/8INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
OR BETTER.
S. MINIMUM EMSEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER,ANDSIDING.
6. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANTMATERIAL OR HAVEA
CORROSION RESISTANT COATING.
7. 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.
8. INSTALLATIONMN ORSSMUBEINSTALLEDINACCORDANCEWIT MA ORMANUFAMRER-SINSTAWMONINSTRUCTIONS,
ANDANCHORSSHALL NOTRE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPEOFIEO BYTHE
ANCHORMANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVETHE MEETING MLIN THE INTERIORIAMBTRACK, USE FLAT HEAD ANCHORS.
ANCXORSCHEWIE
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ANCNDR SCHEDULE
IN EMBEDMEN!
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FLN:
FL19715
DATE: 12.11.17
DWG. BY: CHK. BY:
LMS HFN
SCALE: NTS
DWG.R: SWD010
SHEET:
5