HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITPlanning & Development Services Department
Building & Regulations Division
Product Review Affidavit
SCgNjVFI)
St CuceCOUn
Building Permit 4 1901 - 06 ti y Owners Name Applicant: 2:).,� r,� � A- 3r
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
e
Windows
J-SS — eO
:4 we.; e.✓
f_4' ..w•
2lZ7 a+VA
F�
!t(rj ll
6 L
l o �� aC F c « •' 3 F/i�vr
�,� r„e .yA�� 4.� _� ,yb•;
Mullions
Fixed Glass
Block Glass
Skylights
Stidin Glass Doors
Swingpe Doors
-tbb -L,V
i6ia -bL
Mt.S�^;
(�•8' i>gar
Jo FH Sttr
French Doors
tiara aDoors
YZG - al
+Z6 -ate
t"'Y^^{ten
7GJ0 ,,.�
i 159'1
N �A
Vy a-ZO Se, l� �.•;(:•5 Sc.cw 6" �x�i
Nurrlcane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide
wind loads and forces specified by current code provisions. �J
Name:
Design Prof: Cert. No. %O Date: /
�70878
•, is
:h
Sor-
-TX
;
'.'47 e
JAN 2 8 :-Ji9
ST. Lucie County, Permitting
GENERALNOTES:
1. THEPRODUCTSHOWN HEREIN ISDESIGNEDAND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS
BEEN EVALUATED ACCORDING TFTHE FOLLOWING:
AAMA/WDMA/CSA 102/IS.Z/A440.11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2%FRAMING, AND METAL FRAMING
AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOAM TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE
ENGINEER OR ARCHITECT OF RECORD FOR WE PROJECT OF .
INSTALLATION.
3. 1X AND 2X BUM (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION GTHE
RESPONSIBILNY OFTHE ENGINEER OR ARCHITECT OF RECORD
FORTHEPROJECTOFINSTAUATION.
4. TNEINSTALIATIONDETAILSDESCRIBEDHEREINAREGENERIC
AND MAY NOT REf IECT ACTUAL CONDITIONS FOR A SPEOFIC
SITE, IFSOE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HERON, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENTIN NON-HVNZ
AREAS.
S. APPROVWIMPACTFROTECTNESYSTEMLSREQUIREDON
THIS PRODUCT INAREAS REQUIRING IMPACTRESISTANCE.
& WINDOW FRAME MATERIAL -PVC
7. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 13W
ER SS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
SILVER LINE WINDOWS AND DOORS
V1 SERIES170 SERIES
SINGLE -HUNG WINDOWS (290714907)
DESIGN PRESSURETABLE
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
40.00 X RIV
OM
i35/-35PSF
NON -IMPACT
44.0-X 60.0'
C/X
i35/-35PSF
NON -IMPACT
48.0"%84.01
OAL
t2*20 PSF
NON IMPACT
6D.D"XB4.P
CVWX
N5/-15 PSF
N0N4MPACT
64.0"X68.P
O/K-O/X
+35/-35PSF
NOWIMPACT
80.WX 82.0-
O/X-O/X
120/-20 PSF
NOWLMPACT
90.0"%84.0.
C1X-0/%
415/-15 PSF
NON -IMPACT
71.5X60.P
0/%-O/%
i35/-35PSF
1.11 MPACT
IO7.D"%62.P
O/%-0/X-0/X
a35/-35PSF
NON -IMPACT
107.0"%74.P I
OM-0/X-0/X
♦20/.20 PSF
NON4MPACT
43/64"OA.
INSULATED GLASS
EXTERIOR I I INTERIOR
ST EQBPACER.,
\ ' 1/2. MIN.
B GLASS SITE
GLAZING DETAIL
TABLE OF CONTENTS
SHEET
REVISION
SHEETDESCR"ON
1
-
GENERAL NOTES& GLAZING DETAILS
2
-
ELEVATION&ANCHOR LAYOUTS
3
ELEVATION&ANCHOR LAYOUTS
4
-
ELEVATION&ANCHOR LAYOUTS
S
VERTICAL SECTIONS
6
-
HORIZONTALSECTIONS
7
-
ANCHOR DETAILS
6
-
ANCHOR STRAP DETAIL, INSTALLATION NOTES AND ANCHOR
SCHEDULE
GIA7JNG NOTES:
1. GLASSTYPE & THICKNESS SHALL COMPLY WITH ASTM E1300
REQUIREMENTSAS WELLAS APPLICABLE SAFETY GLAZING REQUIREMENTS
PER THE FBC.TEMPER AND SAFETY GLAZING REQUIREMENTS SHALL BE
RENEWED ON ASTTE SPECIFIC BASIS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS
REFERENCED IN FBC CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER
THAN 36" AS PER FBC CHAPTER 24.
4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS
CHARTS.
Silver Line
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I MAX.O.C.AT
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HEAD
I IAMBS
40'0°%
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14.0'
18.5°
68.0°
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16.0,
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84.0°
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D OPP.
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QUALIFIED CONFIGURATIONS
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ANCHORSCHEOULE
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SIZE
FROM
CORNERS
MAXO.C.AT
HEAD
MAX.O.C.AT
JAMBS
80.W X 84.0"
6"
22.5"
24.0"
64.0"X68.0"
6"
17.25"
1L0"
80.0"X82.0"
6"
22.S"
17.5"
90.0" X 84.0"
6"
19.5"
24.0"
71.S" X 60.0"
6"
1935.
12.0"
SEE SHEET 8 FOR DETAILS
ANCHOR LAYOUT
THROUGH FRAME
QUALIFIED CONFIGURATIONS
ARCNTOPCONFIGUNATION6FORAlt25 A W
RATINGS. MIN UNIT CONFIGURATIONS
11.0" MAM
(TYP.)
2.0" FROM
CORNER(TYP.)
2.0" FROM 11.0' MAX
CORNER (TYP.) (TYP.)
--Ir- -1
L.0.
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ANCHOR LAYOUT
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UNITMAX
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SEE SHEET 1 O OPP.
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P/N 50.2995-2
SEE SHEET B FOR DETAILS
ANCHOR LAYOUT
THROUGH FRAME
1.0."o°D"
ANCHORSCHEDULE
PRODUCT
FROM
MAXO.C.AT
MAX.O.C.AT
SIZE
CORNERS
HEAD
IAMBS
107.0"X
24.0"
7.0"
62.0"
6"
107.13"x
74.0"
6.
24.0"
12.25"
ELEVATION 24" FROM 11.0" MAX
CORNER(TP.) (TYP.)
---i �— --i I
11.0" MAX
(TYP.)
L
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.0.
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,I%..
2.0° FROM
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ANCHOR LAYOUT
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NAILFIN INSTAWTION
SEE NOTE IINTERIOR r-SEE NOTE SEE GLAZING
EXTERIOR
HORIZONTAL SECTION
MULLION
SEE NOTE 2 — INTERIOR
EXTERIOR
HORIZONTAL SECTION
MULLION
NOTES:
T.. F€INFORCEMENT REQUIRED FOR:
48.0-X 84.0°, O/X, DESIGN PRESSURE ♦201-20
80A° X84.0°, O/X-OX, DESIGN PRESSURE i15/-25
2. REINFORCEMENT NOT REQUIRED FOR:
80,0° X 62.0°, O/X-OX, DESIGN PRESSURE t20/-2D
SEEGLAZING
DETAIL
C HORIZONTAL SECTION
IOWERSASH
7HII000H FRAME INSTALLATION
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EXTERIOR INTERIOR
MIN.
EMBEDMENT
ANCHOR DETAIL
' NAIL FIN(SILL)
MIN.
EMBEDMENT
SUBSTRATE
BYOTHERS
DISTANCE
"MAX
SPACE
INTERIOR
MIN. j
EDGE DISTANCE
I OCTERIOR
D� ANCHOR DETAIL
THROUGH FRAME (JAMB)
DIN. STANCE
D STANCE
SUBSTRATE
114" MAX
BV OTHERS
r SHIM SPACE
INTERIOR
MIN,
EMBEDMENT
IXTEflIOR
ANCHOR DETAIL
NAIL FIN (IAMB)
MIN.
EMBEDMENT
ft
1/4° MAX
SHIM SPACE
EXTERIOR
INTERIOR
DETAIL
TANCHOR
iHRou6H mum (HEAD)
MIN.
EMBEDMENT
BY
1/4^ MAX
SHIM SPACE
EXTERIOR INTERIOR
ANCHOR DETAIL
NAIL FIN (HEAD)
MIN. EDGE
DISTANCE
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(5) #14 PANCAKE HEAD
SCREWS FROM STRAP TO
FRAME, HOLES PROVIDED
TO ACCOMODATE 014 DM.
0.0620
OPENING. SEE ANCHOR
PLAN VIEW •ANCHOR STRAP (P/N 50-2995-2) REQUIREMENTS BELOW.
ANCHORSTRAPANCHOflING REQUIREMENTS:
A 0RINST TIONTO CONRETEM NRY USE (4)3/16" NWTAPCONS PER STRAP,
MIN. 1.1/4" EMBEDMENT, MIN. 1.3/4" EDGE DISTANCE.
B. FOR INSTALLATION TO METALSTUD, USE (41410 SELF -DRILLING SCREWS, GR. 5, PER
STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE.
C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1.1/2°
EMBEDMENT, MIN. 1° EDGE DISTANCE
INSTALLATION NOTES:
1. ONE INSTALLATION ANCHOR IS
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF
THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31/2INCH THE DEPICTED LOCATION &SPACING IN THE ANCHOR
LAYOUT DETAILS (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHORTOTHENEKT.
4. SHIM AS REQUIREDATEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUMALLOWASLESHIMSTACKTO BEI/4 INCH.
SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUTNOT LIMITED TOSTUCCO, FOAM, BRICKVENEER,
AND SIDING.
6. FOR MASONRY OF CONCRETE OPENINGS,A IX WOOD BUCK MAY BE USED(OPRONAI) AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOSTSUESTRATE, SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANTCOATING.
S. 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 SPECIRED BY THE ANCHOR
MANUFACTURER.
I/4" ITW TAPCON ANCHOR
4" FROM CORNERS
36" MAX O.C. THEREAFTER
L
11/4' MIN.
EMBEDMENT
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
WINDOW FRAME
BYOTHERS
11/2" MIN. EDGE
DISTANCE
2" MIN. EDGE
DISTANCE CONCRETE/ MASONRY
BY OTHERS
BUCK INSTALLATION DETAIL
NOTE:
T.'--COCATION OF BUCK OR WINDOW ANCHORS MAYBE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX O.C.
SPACING SPECIFIED IS NOT EXCEEDED,
2. BUCK MAYBE FLUSH WITH FACE OFTHE BLOCK.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHORSCHBOULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SO=0.66
#10 WOODSCREWFLAT
1.50,
0.75'
HEAD
METAL 18 GAUGE
#10 TEK SCREW FLAT
3 THREADS MIN
Steel, MIN. Fy-33KSI
HEAD
PENETRATION
0.60'
THROUGH
BEYOND METAL
FRAME
CONCRETE:
3/16°ITWTAPCONPAN
Tw3000PSI
HEAD OR HEX HEAD
1.50,
2,25"
MASONRY: CMU per
ASTM C90 MIN. 2000
g/16°ITVYTAPCON PAN
P51
HEAD OR HEXHEAD
1.50"
2.110"
WOOD: MIN. SG=0.55
NSWOODSCREW
1.50"
0.76'
NAILFIN
METAL•18GAUGE
3THREADS MIN
STEEL, MIN. Py c 33KSI
. #STEK SCREW
PENETRATION
0.50'
BEYOND METAL
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DATE: 07.02.2018
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SCALE: NTS
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SHEET:
a0
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6' V OPAQUE DOOR IN TWO-PIECE STEEL FRAME
N RAI NOT c
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE D 40�� REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUMUa
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, JS-J��4' MAK
DOES N07 EXCEED THE DESIGN PRESSURES LISTED. PANEL WIDTH 35-J�4' MAK.
2. HURRICANE PROTECTIVE SYSTEM (SXURERS) IS NOT REQUIRED. r PANEL WIDTH —11
J ACCORDANCE FACTORY
ITH SECTION 2220 OAF THEUFBC. PAINTED IN
4. POLYURETHANE CORE D INDEX
SPREAD INDEX ST 50 2 13 ® 2�
AND SMOKE DEVELOPED INDEX Of 80 PER /STM E84. ; s�
M'el p�I M
W
WW d == xQ2
1313
00
io
i
00 00 0'
— - -f
00
TWO-PIFPE ADJL C7AB FI F A / )
DO IRLF DOOR UNIT SINGLE DOOR UNIT
.wullrvn �r rcMNU BBB GASKET AND PEMKO 305CR TO FRAME JAMBS AND
PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS.
TABLE OF CONTENTS
iNEET 8 DESCRIPTION Adtlerkmlb♦✓AT�
1 TYPICAL EIFVATIONC A.
2 ANCHORING Innennu ONB708YOIIRp:
DffiRmDxe�—
KURT BALTHAZOR
FLORIDA P.E.
J56533
n
SEE
"D'
9
e
I-6' MAX I6•�
10.0' O.C.
MAX
SEE DETAIL
C'
=o o=
6• 'MAX —I 1— 6' MAX 6"
1.25'
N
0.50"
�— 5.64" —1 1 --1 4.56"
.INSWING THRESHOLD ADA IN/OUTSWING THRESHOLD
B84-1/2• PF4 WOOD SCREW #10e3/4' PFH SELF TAPPING SCREW
ate•-v •• ••�-- --••.1 y10 x 3/4' PFH SELF TAPPING SCREW
TYPICAL WOOD BUCK INSTAL ATION TYPICAL STEEL BUCK (NSTALLATION
A
SEE
6' M
o.so-
4.56' f--
ADA OUTSWING BUMPER THRESHOLD
TYPICAL
STRIKE DETAIL "D"
NOTES:
1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT.
2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2.
3. BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE.
#10 x 1/2,'
#8 x 1-112
#10 x 112=
#10 x 112"
FRAME ATTACHMENT
(3) MACHINE SCREWS
HAROWARF SOHFOUIF
;EE DETAIL
C'
6' MAX
ZI-- 4`� B, '1
OUTSWING THRESHOLD
. dddll�mloNPAq
Oyffimtn
_NF�G6
DumbReAewe: MM
WOR
INE SCREWST110x112l0 x 1/2"
1.
SERIES 400 CYLINDRICAL AND SERIES 960 DEADLOCK
JKWIKSET
OR SCHLEGE F—SERIES CYLINDRICAL AND B—SERIES DEADLOCK
HARDWARE TO BE AT 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
D NORS
1. ROFICA NIO Cox A W MCONOAVCE MTH
RARING IS COPE ER O CENTER DU BWG CODE
z 6POLwA 6 THE CENTER TI OR CFHIFT NNONAN. BOTTOM FASTENER
MMW a wFHFO OF .005
4. CONCRETES I20NFD AS iBEEIGN PSF.
1. CONCRETE om JP2NB6 o JAON P9 CONCRETE 0.55) 1.
S. woo JAMBS CONCRETE
BeBE 60UMBTN FINECON UM, HIMO I5) M T 3
N.
B. OR DI EO fdHCREIE AVCN016: TIPCANPWO, HILT KVN(BOLT J
OR E GAUGE
Nf.
T, snRl. fAUGE THICKNESSES PFA WSW Tos/I54.
C
S. J 61 CONSTRUCTION AND DESIGN BY OINfAS JWES NUSf BE DESIGN
TO MTISPWD THE 100GNUu NOXEUI NORWL, .YID P.WL£L FORCES
NPMED ON THEN BY THE MR, AS US1EO BELOW:
GUIDE 1: NONNI IRS ITS/FT OF DOOR HECHT
PARl1LLEL - 356 IBS/FT OF DOOR MGM
GUIDE 2: NORM- 240 LBB/FT OF ODOR ROOM
FAIYLEL- 840 lBS/FF OF DOER WIGHT
B. 1/4' GRAM 2 BOLTS SPIKED S' O.C. NAY BE USE W LOU
OF SNOT WLOM
SECTION A -A GUIDE 1
SECTION A -A (ROTATED) GUIDE 2
(SIED. JALB UP TO 14 WISE MENWO -
AS WDEATED W CHWO
DEEP GWOE (14 G) W/W L M'CIE (1JJ a x,25 s 11 G) A551 OEfbL
DEEP GMOE (14 GA) A GUM.
ISSsNO
OL.
OWG/ x2W0G
WSoNRY/WOMB J0166 ALL s1205
J a
(STEEL. JAVB SHOY2N)
STEEL JAHBS It-,- TO 20'- WINE OPENING
.(STEFL ams SHOWN)
A
Dow. —4!1'=
Al
TeW
— I
APRON' 4.084
11'
LO%
LCM
CLIRTAI4 DETAIL
PM 22DOW
BOTTOM BAR DETAIL
P/N 22001e
1
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—r
1$B
J-
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BFA180F
WINDLOCK DETAIL
WEE WINDLDKIKSxxoR FOUT RnCHTP/H
,YN L 31'DI BE ]I1�
PROFEBSIOXAL ENGWEIX'3 6FN. PRSgOEO ONLY fOR
VFRBIWIIGN OF WMOLOID CQNSTMCIbN OETMLB
GUIDE
1 SPECIFICATION
JOMBTYPE
W-22 M
2M.2E 1
61141sl
GG.16 1
411-411
STEEL
51
SI
62
62
8]
0'MO
CONCRETE
C2
CI
CI
CI
CI
WOOD
wl
wI
wl
wI
WI
STEEL
SI
S2
62
S2
S2
18wiG
CONCRETE
CI
CI
CI
MEGINE2
UEFOMU2
MOD
WI
WI
WI
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Dlgltally signed byJohn E. SEates, P.E.
Date. 2016.04.14 13:33:22-CS'00'
JAMB AND FASTER DEFINITIONS
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