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FL# FL22513-R3
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments �Q3 IS
Archived
REVIEWED FOR
Product Manufacturer Masonite IntemationalC®DE COMPLIANCEAddress/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-366ST. LUCIE COUNTY
• 7 1� �$
sschreiber@masonite.com WE530CC
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative ��/
Address/Phone/Email
Quality Assurance Representative File Copy
Address/Phone/Email E�.
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
https://floridabuilding.orgtprtpr_app_Od.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI°/a2bvKgHKCWn2WNgFPQkSTNAp/`3d`/D3d 1/3
6/12/2021 Florida Building Code Online
Unit
Limits of Use Certification Agency.Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22513 R3 AE 514010B.pdf
required.See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747-112.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not required FL22513 R3 AE 514008B.pdf
on opaque panels,but is required on glazed sidelites.See Created by Independent Third Party:Yes.
DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC NIO13747.03-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2025
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8" max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system is required. FL22513 R3 AE 514008B.pdf
See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit.Card
Safe
https:l/floddabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1013747-R2
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2025
qg Revision Date: 07/27/2020
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the
applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's
Certification Pro ram is accredited by The American National Standards Institute(ANSI.
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf' Yes ATLNC 1001.01-13/W-1857,
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 psf 3.4•5 Anchor Details-DWG-MA-FL0211-17
XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psfl Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 psf3 Anchor Details-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psf' Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 psf' Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 910"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXO O/S Opaque Door 910"x 6'8" +551-55 3.0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel-Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 psf 3 Anchor Details-DWG-MA-171,0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO O/S Opaque Door 12'4"x 6'8" +551-55 3.0 psP Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDetails-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE: ��"i/
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SONITC. 149"MAX. OVERALL FRAME WIDTH --- a Go
WOOD-EDGE STEEL DOOR UNIT 21" MAX o o d
D.L.D. 36.375" MAX. CD
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL R MAX. q p
W/ASTRAGAL GAL � I~FRAMMEE WIDTH
GE_NERAL ND7ES rj- �a
I. EVALUATED FOR USE IN LOCATIONS ADHERING ® ® ® ® Z 0
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Lu
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED, Ew Lo )
o Lr)
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION cO N I-
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE LLJ
PANELS, BUT IS REQUIRED ON SIDELITES, ti
W 0 d
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING: a
TEST DESCRIPTION DESIGNATION LITE FRAME }_ x
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 D.77 IN/MIN/ ' S_
SMOKE DENSITY ASTM D2843 13.4% `�z
TENSILE STRENGTH- ASTM D638 7.1% DIFF RN
f°
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING a 1`
4500 HOURS XENON ARC METHOD 1
rc
DOUBLE DOOR UNIT W/SIOELITES 0
0
¢;
a a
® ® ® ® 013 ® ® ® ® ® ® 130 0Q
uj
Dion Lj Wi �
Uin
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SINGLE DOOR UNIT DBE Q R N17 SINGLE DOOR UNIT IN DOOR UN(f _SINGLE DOOR UNn WWISIDELITE_s DQURLE DOOR UNIT W/51DELITEs
WITH SIDEUTE ,WITH SIDELITE ap w
�O o
WHERE WATER INFILTRATION PERFORMANCE IS L d
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES D S HIGH DAM 0 S T4 0 S HP BUMP 0 S
X 37.5 +70.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30,0 -30.0 +50A -50.0 +50.0 -50A. +50.0 -50.0 ¢Z
XX 74 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N,A
OX or XO 75 +55.0 -55.0 +55.0 -55.D N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
OXD 112.5' +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -5Q.0 N A N A
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 20.0 +30,0 -30.0. +50.0 4 -50.0 N A N A DATE 5 26 7 7
,,t scAu: N.T.S.
TABLE OF CONTENTS AddetdntDW A y om er: SWS
SHEET �/ DESCRIPTION �pnN,,.a• 3/4 $ CNK. W.
1 ITYPICAL ELEVATIONS & GENERAL NOTES 8Y- KURT BALTHAZOR ORAwNG No,
2 IANCHORING LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FL021 I-I;
3 ANCHORENG_LOCATIONS & DETAILS #56533
L
0 0
6"^- SEE DETAIL 6" U
3" 3" 3""E. 3" 3.. 3.
0
6" 3"TI ioco 'o CL
In ��' n'• W U
rn I-
a SEE DETAIL Q ``Ld
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J Q M
SEE DETAIL . PY
SEE DETAIL
}. SE
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A v G
6" o
o
3" " 3" 3" I— I S� of a
3. 6" �
6" SEE DETAIL #8 x 2" m
"F' ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH a
THE THRESHOLD & INTO THE -�
#8 x 2" #1O x 5/8' STRUCTURE DEEP ENOUGH
#10 x 5/8 FOR A 1.375" THROW w
8 x 2" 10 x 1" DETAIL "E" ASTRAGAL _
# # DETAIL T" ASTRAGAL w c
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT
❑ •` #10 x 1" STRIKE PLATE TO FRAME o n
#10 x 5/8 AS SHOWN. a
DETAIL "C' .p
DETAIL
1 HOT MELT
1 0.962" EIISTOMER��� `r
. 1,437" JB x 1-1/2'FHS
1.37
T T T
Z
INSWING THRESHOLD BUMPER 0/S NOT MELT THRESHOLD T4 O/S THRESHOLD /'' 1/2"BITE AddendmtoNA61,�;1�^v..,
EIASfOMER
SCALE: N.T.S.
bumos oew
t7 1.75" 2j�Rj 1.047" 1.437" M.BY: SWS
1.482" TYPICAL GLAZING DETAIL
T T NON—IMPACT GLASS cHx.er:
T
OWIWING N0:
Z—SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD
HP 0/S THRESHOLQ owc-Ma-ttort,-�a
sHEET 2 of 3
v
SEE DETAIL 3" 6"— ) - 6" DO
"E" SHT. 2 3" 3" O
3" 6", 3" I — �-3` U
_ J
_� � -- I
-7 s" 6" —6" ! 6" 6
10 O
10
N
_ a �Q
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a SEE DETAIL _ — ¢ llJ Ln U
} "D" SHT. 2 Z �f~
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SEE DETAIL
"C" SHT. 2
n w 9
in 0
6"— GD-
6"
10 Z5
3"
" T- 3"-� T�� -T
3" 3"6' 6" 3" o
AManintDWU
SEE DETAIL 6" 6" bi
"F" SHT. 2 6 j
er HARDWARE SCHEDULE . in U3
a n }
1. KWIKSEi SERIES 400 GRADE 3 CYLINDRICAL LATCH AND V)V m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. o 0
ATT�,E6QHM _�E_�ENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. W o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN > t —DM'�" t"Xt/2" CORRUGATED %t OX2" WOOD SCREW pLu
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6 FROM EACH END m= c
00
(FLORIDA #62514) WITH THE LOWEST (LEAST) I AND 7" OC AND 12" GC
CL I_
FASTENER RATING FROM THE DIFFERENT FASTENERS { =w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND "'' ACRYLIC ¢¢ C
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK D
I:
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC o
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX
CL
LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2". o¢
WOOD SCREW EDGE DISTANCE MIN 3/4". �. COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"� MULLION (BOXED) MULLION (BOXED)
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT I 0.25"
MAX ( ) g/(l OX2-t/2" m¢Z
OF 1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM wobD SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END
CL—I I- •; n�TE 5 26/77
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ter` ® scnLE: N.T.S.
TRANSFER LOADS TO STRUCTURE. DwD.BY: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® `" BY:
ANCHOR INSTALLATION mawwc No.:
INTEGRAL WOOD owc-Mn-�oz�i-�;
MULLION (CHS) s"ter 3 of 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rflomasCaMdomaspe.com
Test Report: N/A
Product: Single door Tx 6'8"(Wood Frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/A w/out gap:
a With threads present in shear plane
Fastener type:#10 wood screw (NDS 2018,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I,,, Mode I, Mode IT Mode III, Mode III, Mode IV
qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Kt,= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z„= 302 Ibs Z,= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Ka= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Kp= 2.400 Ko= 2.400 Kp= 2.400
Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 lbs
Allowable Design Value tZCo): Z'= 175 Ibs/anchor
Fastener type: 1/4 I W Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
—� Zone Z O.C. Cap. Load Result
A' 79 25 (ft) (Ibs) (in) Qfy
(in) (Ibs) (Ibs)
]2
j Al 2.3 195 N/A N/A 155 2 98 OK
q1 Az 7.7 656 6.00 18.00 155 5 131 OK
d���ii
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TAT OF • �=
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� isZONALI����`�
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Luis R. Lomas P.E.
FL No.: 62514
1 of 3 9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rllomas(bIrlomaspe.com
Anchor Locations:
1 36.38
IL---18.19
6.00 TYP.—I---J 6.00 TYP.—L—
i
6.00
I
I
1 8•
MAX
O.C.
I
A---
I
i
i
79.25
I
I
I
I
i
6.00
,ti1�1•t
�� 5 R•. L�j i�i
�;•'�,�G E,.sue.•`�'
51
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OF
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Luis R. Lomas P.E.
FL No.: 62514
2 of 3 9/2/2020 -
1
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rllomas(alrlomasoe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. 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 SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
TAT OF
D
0/0
. . . . •
ttii11\
Luis R. Lomas P.E.
FL No.: 62514
-3 of 3 9/2/2020