HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (4) 398 East.Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solutioh in EverV.Dtop Dania Beach,FL 33004
954.399.8478 PH
Certificate of Authorization:29579 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
6'-8" Outswing Impact Glazed Single or Double Door Unit
for
Florida Product Approval
Report No. 3392
Current Florida Building Code
Method: 1--A (Certification)
Category:. Exterior Door Assembly
Sub—Category: Swinging Exterior Door Assemblies
Product- Contours Steel Door,. Wood Edge
Material: Wood/24 Ga..Steel
Product Dimensions.* 74"x 80.75"
]Prepared For:
IELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR.97601
--,NN 41.-
fiX
Prepared by: . 0 J.,
Hermes NorP
ero, .E.
Florida Professional Engineer#73778 7
Date:01/26/2015 - T
Contents. "o 0 X�' -.
Evaluation Report Pages'l—5
r, CONAL
f
Digitally signed by Hermes F.Norero,RE
Reason:I am approving this document rero,P.E.
Florida No.73778
Date:201'5.02.0911:15153-05'00'
^^n6A BUILDING DROPS Date: 01/26/2015
A Perfect Solution In Every Drop Report No: 3392
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Door Assembly
Product Sub-Category; Swinging Exterior Door Assemblies
Compliance-Method: State Product Approval Method(1)(a)
Product Name: Contours Steel Door.,Wood Edge:
(impact)
74!'x 80.75'
Scope: This is a Product Evaluation Report issued by Hermes.Norero,P-E.(FL#73778)for JELD-WEN hic.
based on M
�ethod la of the State of Florida Product Approval,Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes Norero,P.E.does nothave 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 JW. 0509-03,signed and sealed by Hermes Norero,,P.E.(FL#73778)for
specific.use parameters.
Limits of Use:
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 orstucco.
3.. When used in areas requiring wind borne-debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does.not require an impact
resistant covering.
4. Site conditions that deviate-frorn the-details of drawing JWOS09-03 require further
engineering analysis by a licensed engineer or registered architect.
S. See Installation Instructions JW0509=03 for size and,design pressure limitations.
Hermes Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: G1/26/�t(115
A Perfect Solution in Every Drop Report.No: 3392
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code-for manufacturing under a quality assurance program audited
by an-approved quality assurance entity-through National Accreditation&
Management Institute,Inc.(FBC Organization#QUA1789).
Performance Standards: The product described herein has been-tested per:
*
TAS 201-94
* TAS 202-9.4
* TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization 4 TS-r1589)
Report NCTL-210-3195-1,j Report Date:0,1/08/1013
Report#:SJW2011-070, Report Date-.06/0$/2011
2. Quality Assurance
Natlonal Accreditation and Management Institute
(FBC Organization#CtUA1789)
3. Certification Agency
,National Accreditation&Management Institute,Inc.
(FBC Organization#CER1773)
4. Material Certification
Miami-Da-de RER—Product Control.Section NOA
Eastman Chemical Co..—Saflex 14P Inter-layer
5. Component Material Testing of Dylite Expandable Polystyrene by
10tettelt1esting Services NA,Inc.
ASTM E84-08
Re-portM 8113726SAT-001 Ri Report Date:03/13/2009
Herme's Norero,P.E.
Florida No.73778
Page 3 of 4
lops
BUILDING DR
A Perfect Solution in Every Drop Date: 01/26/2015
Certificate of-Authorization:29578 Report No: 3392
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.
JELD-WEN,inc.has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
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 materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For 2x wood buck substrate,use#10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(IX),non-structural',wood bucking is
employed,use 3/1611 diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
Refer to Installation Instructions(JW0509-03).for anchor spacing and more details of the installation
requirements.
Design Pressure*
Design Pressure
Positive 60 PSF
Negative 60 PSF
Hermes Norero,P.E.
Florida No.73778
Page 4 of 4
� M A �
1 11� IMASONITC. 149"W. OVERALL FRAME WIDTH 00
c �
STORMGUARD FIBERGLASS DOOR UNIT 21„D.L.O.O. 36.375" MAX. Q
-- PANEL WIDTH 37.5" MAX. I O J
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH
(n O
9ANERAL NOTES O Q
1. EVALUATED FOR USE W LOCATIONS ADHERING TO
THE FLORIDA BUILDMG CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, µL U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. C Lr)
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF �? ��+ p m I- }
Cis "
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). o n Ld
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 9(s
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4y _ •-I
4 PLASTICS TESTING: Ed
EST DESCRIPON DESIGNATION FACING LRE FRAME o a
SELF IGNITION TEMP I ASTM D1929 752 'F > 650'F 842 IF> 650,'F..11
RATE OF.BURNING.. ASTM D635. 0.56 IN MIN 1.28 IN.MIN
SMOKE DENSITY ASTM D2843 53,49. 1 70.25
TENSILE STRENGTH* ASTM D638 3.2%DIFF 1.89. DIFF $75 J R
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): b � 1 11
TEST DESCRIPTION DESIGNATION RESULT H I.
RATE OF IGNITION
URN NG P ASTM D6359 OA IN MIN650'F o 4
SMOKE DENSITY ASTM D2843 39.0S AdbNly o
TENSILE STRENGTHS I ASTM D638 3.6X DIFF Q0�18LE D00� UNIT W1 -ELITES a a 9
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERINGIF
4500 HOURS XENON ARC METHOD 1 DEmRQf 3 3 m
• NNNin in
® ® ® ® ® ® ® ® 00 130 1313 1313 WW
tea¢
.0 0: 00 Do �F .0 01 00 0 00 a� oorn
• • • • =�jm? o
0 01 0ajLJ0L. ,l0000 00o�
jj'0Q Q7 QL Vi
n N g.
SINGLE DOOR UN fT DOUBLE agog um SINGLE DOOR UNIT SINGLE DOOR UN fT SINGLE DOOR UNIT WJSIDELITESDOUBLE DOOR UNIT by SIO ITS N N(Doo N Q
.WITH SIDEfTF WITH SIDELITE N CNO
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE r'
CONFIG M WIDTH INSWING I ALL OUTSWING INSWING I BUMPER OfS I Z-SERIES O S I HP 0 S. T4 0 S G AM O S
X 37.5'--- +60. -65.0 + .0 -6 N A +25.0 -25.0 +40.0 -4 .0 +50.0 - 0.0 + 0.0 -60.0 + 0.0 -60.0 w o v m¢Z
X% 4 +50.0 7 -50,9 + .0 -50, +25.0 -25.0 +40.0 -40.0 A +55.0 -!50-5 + -5D,5 ti
0 or XO 75 +50.5-Y -50. + .D -50.5 NIA +25.0 -25.0 +40.0 -40.0 A + - + . - D.5
0X0 112.5 +50.5 -50.5 +55.0 '-50.5 N A +25.0 -25.0 +40,0 -40,0. +55.0 `-50.5 + 5.0 -50.5 DATE: 419107
OXXO 149 .+50.0 -50,5 +55.0 -RECEIVED'
350.5 N A +25.0 . -25.0 +40.0 -40.0 + 5.0 - 0. + -50,5 ,/� SCALM N.T.S. 8j
I I> ��1 -- 4 ; DM BY: SWS
TABLE OF CONTENTS CHK,BY.
SHEET # DESCRIPTION KURT BALTHAZOR DRAWING ND.:
t TYPICAL ELEVATIONS do GENERAL NOTES T �� FLORIDA P.E.
2 ANCHORING LOCATIONS & DETAILS #56533 - -FLO170-07
3 ANCHORING LOCATIONS & DETAILS sxEEr__L of 3
Permitting
FILE C 0%
•
i
a 00
M1
C:)
6" SEE OETAI3� 3. 6"
"E"
�- 3" -I 3" 3" 3" 3 1 �— `�
WO
Lo
M — — pQ N L U
Mnto
U B n� Q ( t
a na SEE DETAIL.
SEE DETAIL w SEE DETAIL -
.C. w w — — '0' II
�..a 'w E
I A n B O 'g a Gui
G H.. H yyi
6" 3•
_ 6' 6"
I 1 1 I
3. —
" 3
33" 6•
3" 3" 3" G
6" SEE DETAIL �! 6" #8 x 2" 3 CA CA 3 3 m
.F" ASTRAGAL RETAINER BOLT HOLEMUST BE DRILLED
�'�''
#8 x 2" #10 x 518". THE THRESHOLD &TINTO UTHE m
STRUCTURE DEEP ENOUGH W a
#10 x 5/8" FOR A 1.375" THROW aa,w-
#8 x 2" #10 x 1" DETAIL "E ASTRAGAL o •* o n
#10 x 2-1/2" • ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o~o=o� N,
•
#10 x I" STRIKE PLATE TO FRAME o v a v
#10 x 5/8 AS SHOWN. 10 S a>a
DETAIL "C" E,
DETAIL "0'
1 o.96z• o
1.375" l�••�� 1.437" o.,W(N smaoncwo oo w"AL)uasar sw raw -Ml.l"n (opwmc usnr r n
T T 9—may---� T aaeo sMw fwa 15-1201.11) J24r UNP c000 sv�tt EAt ,xo,.,,> fartrt+�
0.124•xw smocn+aw--►- �--.mzr rwo. a,:a•„rnr maranni® ma.•,evr. '
INSWING THRESHOLD BUMPER 0/S THRESHOLD HP 0/S THRESHOLD z
arrr aos :: "= uoa eea oav ova 9B3 orale 4/9/07
1.4821.75" 1.047" 1.437" Dam= oao.BY. SIMS d
T ,T! T
P�L—m TYPICAL GLAZING DETAIL QI,TERNATE GLAZING DETAIL
IMPACT RATED GLagS IMPACT RATED GLASS OPAWNG
owuvwc nfl:
7_-SERIES OLS THRESHOLD HIGH DAM O/S THRESHOLD TA O/S THRESHOLD OWG-MA-FLOr70-07
LO
SEE DETAIL6"'" 6 00
"E" SHT. 2 J" 3` 3" 3" I—3" Q 0
6` 6' 6` I Q (n 0 j
M O
U U 1
_ Ln U
a SEE DETAIL
vi'D"SHT. 2 — v7
} r-
SEE DETAIL w o
C. SHT. 2 o-" w
w w B
6-
'�
io O 5
6" J
X1 I
3" 3" w
3" 3"6, 6" 3" v
Add¢MmtDNN1 SEE DETAILS.
"F" SHT. 2 6" a a
SC
HARDWARE HEDULE u
• inwrninu> s
AT-TACWENT DETAIL 1. 'KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m
;SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE, _ y
SIGNED AND SEALED BY ROBERTO LOMAS, PE 25 2.- 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN a 4..'. 0.25" _ . _....._. ooIn
FASTENER RATING FROM THE DIFFERENT FASTENERS MAx 1"x1/2"CORRUGATED j�10X2"WOOD SCREW ==Q
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" FROM EACH ENO fi FROM EACH END a v o
1.25 a AND 7" OC AND 12" OC y~ o:) o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �— MIN
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. +�,� —0.25" o o v tn
> u
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ': s"H'M ACRY
ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2 CAULK
WOOD SCREW EDGE DISTANCE MIN 3/4", TEK SCREW EDGE TYPICAL MASONRY CL—FI` �r.: ALCARTF_LIIC ^o
DISTANCE MIN 1/2". ANCHOR INSTALLATION :+n cauLK _CL �y W11IN
LID Q 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ° •' x ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
MIN
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN �Ax• (3) 810X2-7/2" (4) SNIOX2-1/2" wn msZ I
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
SHIM vrEACHSENDS WEACH ENDS I
OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE CL_I �_ Dare: 419197
}
MINIMUM EMBEDMENT OF 1-1/4", x ® Sum N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
'-":• DWG,BY: sws
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® m m DRA BY: '
RfiYING ND.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW Dwc-W-FLo170-07
MULLION (CHS) MULLION (CHS) SHEU 3 OF 3
In
i
1!11 1 SQITE, 149^MAX. OVERALL FRAME WIDTH U Q O
STORMGUARD FIBERGLASS DOOR UNIT 21° MAX 36.375 MAX. � Q
D.L.O.-+ PANEL WIDTH
37.5" MAX. Q O
8'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH IY_
QGENERAL NOTES Z �i
�O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO cc
THE FLORIDA BUILDING CODE AND WHERE PRESSURECL
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z €
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, wU
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
co
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF m N L37
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). LLA
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _ o
Ci
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP f ASTM D1929 1 752-F > 650 -F.. 842'F > 650'F
RATE OF.BURNING ..ASTM p635...... 0.56 INjMIN . 1.28 IN.MIN
SMOKE DENSITY ASTM D2843. 53.4%.. 70.27V
'1.87 DIFFo _
TENSILE'STRENGTH+ ASTM D638- - 3.2%DIFF c „A ;
5, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT - I `� N
SELF.IGNITION TEMP .ASTM D1929 .. 779.'F > 650'F m " '
;RATE OF ON
.ASTM..0635 0.0 IN/MIN .., _.. - .. _ �I.
.SMOKE-DENSITY ASTM D2843 39.07 '" Add6dm&90
- - o'
TENSILE STRENGTH* ASTM D638= 3.67 DIFF 0
DOUBLE DOOR UNIT W G. 1
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 11yr /SIDELI a:
4500 HOURS XENON ARC METHOD 1 �16Ei6Y" (n cn 3 3 yl 3 m
V)ul V) to
1313 13 13 El 13 0 13' El rA11113 013LE �
j
�, ' �a ..� Ln
• ' •. 9 • Tt-Ul 0O �'
i � � O O Q Z W
y-
QQ�Q� :,
*�r_�
.
F <
SIN BOOR UNIT DO♦BLE 000 UNR S�GLE DOOI�UNTT, SINGLE DOOR UNIT SINGLE DOOR UNIT WZ21DFLITES D1j,U,�L,� DOOR UNIT WISIDEL7TES NHWITH SIDELfTE WITH SIOELIo
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
'CDN FIG ' MAX WIDTH I INSWING I ALL OUTSWING INSWING BUMPER O.S Z-SERIES 0 .S HP D S I - T4 O:S HIGH DAM 0 S
X 37=5 +60.0 -55.0 +60.0 -60.0 N A +25,0 -25.0 +40.0 -40.0 +50.0 -50.0 +60.0 -60.0 . +60.0 -60.0 w o U m.¢z
XX 74 +50.0 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0: -
-40.0 N A +55.0 -50.5 +55.0 -50.5 3
OX or XO 1 '.75 +50.5f -50.5. ;+55.0 -50.5. NA ...- .,. +25.0 :-25.D +40.0 -40.0 N A +55.0 -50.5 t55.0_ -50,5
0X0 1 112.5......'"+50.5 -50.5 -+5fl0 --50:5;. N A - +25.0 -25.0 +40.0 -40.0 N A. +55.0 _ -50.5 +55:0 50.5. DATE: 419107 #'p
OXXO 149 +50.0 -50.5 +55.0 -50.5 50.5 ✓` ,tscALE: N.T.S.
4.T y / DWG.BY. S WS
TABLE OF CONTENTS �.t
CHK.BY: I,
SHEET DESCRIPTION ���''''''''''''���"""��, - KURT BALTHAZOR DRAWING a0.: g
1 TYPICAL ELEVATIONS & GENERAL NOTES RECEIVED FLORIDA P.E. DWG-MA-FLO770-07
2 ANCHORING LOCATIONS & DETAILS X56533
3 ANCHORING LOCATIONS & DETAILS L sNEEr__L of 3
ST. Lucie County, Permitting LE
Lo
cc
6" SEE DETAIL 3"
3 .E" ; � Q I
3" Q
3" 3" 3-1
- L C)
Q
6 6 �• W �'Q
;� 3• iD in �. CL U
e M — N _ r
n M: 1-0 Q
Lo
pa SEE DETAIL a V)
D' LLJ
SEE DETAIL a W SEE DETAIL
c.
A — — —
Lu
A M A 8 g G 0 H M H;' qqQ I
30
3" 6.
FF�� e Q'
J) d
6.
6" 3" 3"6" a a
SFE DETAIL #8 X 2' 3 3 3 3-3.8
ASTRAGAL RETAINER BOLT HOLE N 1n rn 1n V
8 x 2" #10 x 5/8" - MUST BE DRILLED THROUGH
# THE THRESHOLD & INTO THE V)
- STRUCTURE DEEP ENOUGH Q Q '"
#8 x 2" #10 x 5/8 FOR A 1.375' THROW I N
#10 x 1" DETAIL "E" ASTRAGAL °'¢ n
DETAIL "F" ASTRAGAL a z a
• #10 x 2-1/2" * ATTACH ASTRAGAL RETAINER BOLT In
#10 x 1" STRIKE PLATE TO FRAME w w g m U
#10 x 5/8" AS SHOWN. p8l bmmtWl on>z �'
-DETAIL "C tax.
.DETAIL "D" r
mT� 0.
oa
r
1 0.962'l N ao
1.375" 1.437" e.fN•fexr smewcncNco. `I''n
T p (UMORm¢urn r WI (NO sm-fl0l.11) eeaRAmr O 3RT
T o.ueo•vna(aaf fs-lxof.l l) - (amaze) o.ao•:�(Nw fs-fmf.f f) (arrw'uU y
TOAN'NEAT STRU&MEKEA—r• "'1--.0174'7W. 0.174'NFAT STFM TIOM —.M24'TEYV. 1 p?
l�'i•UM 1/Y mm WOUD]
,
a
INSWING THRESHOLD. BUMPER 0z
/S THRESHOLD HP 0/S THRESHOLD ,tom
If;
gas Ow gas DOW m "* ow ecs DAZE 4/9/07
yt SCALE N.T.S.
1.482" 1.75"E;��j 1,437"' Da " »fa= mac.6r: SWS
TYPICAL GLAZfNG DETAIL ALTERNATE GLAZING DETAIL
T T IMPACT RATED GLASS IMPACT RATED GLASS M.BY:
DRAWING NO.:
z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD A O/S THRESHOLD ,WG-Aw-FLal7o-o�
sN� 2 of 3
s
I
SEE DETAIL 3. 6"— 6" a D
E" SHi. 2 3", 3 U O
—� 3 6" L 3» I—3" Ocj�6.
(O
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a SEE DETAIL } a Lo U
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. .SEE DETAIL
SHT. 2"C" ow
i w
WIn
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ui
OIr
ui G.. H B
z f.
t 6" 6" ,0
• — II II I 'II % Wzo
I"
3. 3"f
HN
Addert�trMfLU/ 3" 3
"yr
" 6 6" 3" �~ o Q
SEE DETAIL �'
"I SHT. 2 6.� 6 6
HARDWARE SCHEDULE
_ m�nmm�n
3
ATTACHMENT DETAIL ;1. KWIKSET SERIES 400 GRADMAN,
E 3 CYLINDRICAL LATCH AND v MAN,
m
,
- - ;SERIES 960 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, s"AT 5-1/2" CENTERLINE i
SIGNED AND SEALED BY ROBERTO LOMAS, PE 125 - a2. 4" X 4" FULL MORTISE BUTT HINGES. ¢'4v
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN
0.25'
FASTENER RATING FROM THE DIFFERENT FASTENERS SHIM 1-XI/2-
CORRUGATED
#6O FROMOOD SCREW p a a
BEING CONSIDERED FOR USE. JAMB, HEAD, AND - fop
1.25"' AND 7" OC AND 12" OC z r a. z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �— MIN o �Co 4
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 0.25" o o a M c! > a
grr `MAX ACRriIC p z�z.
w
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM LATEx a?a
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK
°L
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ' ACRYLICLATEX
I r no
DISTANCE MIN 1/2". ANCHOR INSTALLATION pr CAULK CL w
NN�N QO
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO "' -
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. >`. t. 1X BUCK MASONRY COMBINATION WOOD ` COMBINATION WOOD
1.50' ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 17 ('
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN — MAX( 3) N1 DX2-1/2" (4) 810X2-1/2" r w o C-)m a O
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WO6D SCREWS WO D SCREWS z u
/ EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL -) ( DATE: 419107 a
MINIMUM EMBEDMENT OF 1-1/4". fscale: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® D++� BY.. sws '
® ® ®@ I. .'
TRANSFER LOADS TO STRUCTURE. CHK.ftTYPICAL WOOD BUCK IHM
RAWING NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW wc-aw-FLol7a-o7
MULLION (CHS) MULLION (CHS) 3 of 3
I
1
QQ
-10 -
rs6 --PE
70' G
1.L7r,_2t E.7 / 9 jy
-9 v/Q'! 7�