HomeMy WebLinkAboutConstruction PlansSILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDO
(IMPACT RATED)(HVHZ)
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC(, INCLUDING WIFE AND HAS
BEEN EVALUATED ACCORDING TOME FOLLOWING:
• TAS 201-94
• TAS ZDZ-94
• TAS 2OM4
• ASTM E33(FM
• ASTM E188605
• ASTM E199606/09/n
• AAMA/WDMA/CSAS01/I.S.2/A440-08
2. ADEQUACY OFTHE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
ASA MAIN WIND FORCE RESISTING 6YSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS ME RESPONSIBILITY OF ME
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED( SHALL BE DESIGNED AND
ANCHORED TO PROPERLYTRANSFER ALL LOADS TO ME
STRUCTURE BUCK DESIGN AND INSTALLATION IS ME
RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF
RECORD FORME PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HERON ARE
GENERIC AND MAY NOT REFLECT ACTUAL 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-HVHZAREAS. IN H FIZ AREAS, ONETIME PRODUCT
APPROVAL TO BE OBTAINED FROM MMMI-DADE MR OR
AH).
S. APPROVED IMPACT PROTECTME SYSTEM LS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH TILE CURRENTEDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVETREATED
OR SHALL BE OFA DURABLE SPECIESAS DEFINED IN
CRAPTER23,
8. GIASSMEETSTHEREQUIREMENTSOFASTMEnOO
GLASS CHARTS SEE SHEET 1 FOR GLAZING DETAILS.
MAXOVERALLSIZE
DOWNS.
PRESSURE
PRESSURE
MISSILE
IMPACT RATING
WIDTH
MIGHT
52°
73°
O/X
rS5/-60PSF
LMI/SMI
0 C T 10 2ui9
ST. Lucie County, Permitting
TABLEOFCONTENTS
SHEET
REVISION
SHEEFDUCRIPTION
1
-
GENERAL NOTES &GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VEKTICALSELTIONS
4
-
HORIZONTALSECTIONS
5
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES
REINFORCEMENT DETAILS
43/64" CIA I.G. LAMINATED GLASS
CONSISTING OF:
1/8° ANNEALED GLASS
7/32°STEEL SPACER
3/32°ANNEALED GLASS
0.090" SAFLEK PVS INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32°ANNEALED GLASS
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MIN. GLASS
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SETTING BLACK
DATE: 01.23.18
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DWG. BY:
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GLAZING DETAIL
HR
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SCALE: NTS
NOTE:
DWG.#: S of
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
SHEET:
CURRENT FBCAND ASTM E 13W GLASS LOAD
RESISTANCE.
6
M/
MAX. CA FRAME
r WIDTH 52°
ELEVATION
SINGLE HUNG WINDOW
3" MAX
FROM
CORNERS
5" MAX. p
O.C.
3" MAX.
FROM
CORNERS
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
B" MAX. 5.25" MAX.
O.C. FROM
CORNERS
NOTE:
A IEME NERSABOVE
ILIN
THE MEETING RAIL IN
THE INTERIORJAMB
TRACK MUST SE RAT HEAD
L
12.50" MAX
O.C.
6.15" MAX
FROM
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ANCHORLAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
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DATE 01.23.18
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PERIMETER SEALANT
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MIN. SUBSTRATE
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EDGE DISTANCE BYOTHERS
SHIM SPACE ��
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/
CHANNEL
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HORIZONTAL SECTION
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REINFORCEMENT DETAILS
7-
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MIN. EDGE
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN (JAMB) 17 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALIATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN.
Z. THE NUMBEROF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBEROFANCHORSTO BE USED FOR PRODUCTINSTALLATON OFTHE
MAXIMUM SIZE USTED.
3. INSTALL INDIWDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31A INCH THE DEPICTED LOCATION & SPACING IN WE ANCHOR LAYOUT
DETAILS (IM, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTAUATLON ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED ATEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUMALLOWABLE SHIM STACKTO BE 318INCH. SHIM
WHERE SPACE OF 1/161NCH OR GREATER COMM. SHLM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASRCOR BETTER.
S. FOR MASONRYOR CONCRETE OPENINGS,]%WOOD BUCK MAY BE USED(OPTIONALAS LONG ASTHE MINIMUM EMBEDMENTAND EWE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOSTSUBSTINTE. SEE GENERAL NOTE 43ON SHEET 1 MR MORE
INFORMATION.
6. MINIMUM EMBEDMEWMD EDGE D19MCEEXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TOSTUCCO, FOAM, BRICKVENEEN AND
SIDING.
7. INSTALLATION ANCHORS ANDASSOOATED HARDWARE MUST BE MADE OF CORROSION RESISTANTMATERIALOR HAVEA CORROSION RESISTANT
COATING.
B. FOR HOLLOW BLOCKAND GROUTFILLE) BLOCK, DO NOTINSTALLINSTALLATION ANCHORS INTO MORTARJOINTS. EDGEDISTANCEISMEASURED
FROM FREE EDGE OF SLOCKOR EDGE OF MORTAR JOINT INTO FACESHELLOF BLOM
S. INSTALLATION ANCHORSSHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANDANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGLNS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR MANUFACTURER.
10. FOR INSTAUAMON ANCHORS ABOVE THE MEETING RAILIN THE INTERIORJAMB TRACK, USE FLAT HEAD ANCHORS.
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