HomeMy WebLinkAboutRevisions OFFICE USE ONLY: I
DATE FILED: 1 3 L 1 PERMIT# 11 a 53�
REVISION FEE. RECEIPT#
4III G�, lillIh _
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE r,
ADDRESS: 6 I A-'0 5 T
a--
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
IAE �IyI0 0/L
T A;lgA L T 1p U 4
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME: Aj L X 0
ADDRESS: ` r✓ T
CITY: ,/.. STATE: G ZIP:
PHONE: S' Ste- 1,7 F 777q-8 T(/, FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
Florida Building Code Online Page 1 of 3
Business & Professional Regulation
BCIS Home -', Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map -'. Links Search
Product Approval
dopr USER:Public User ffj S �.,,7b
_. approval Menu>Product or Application Search>Application List>Application Detail JAN `
0 3 1018
FL# FL22513-R1
Application Type Affirmation ap.'
Code Version 2017 i�a .......................
Application Status Approved
Comments FILE
Archived COPY
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
ssch reibero masonite.com
Authorized Signature Steve Schreiber
ssch rei berg masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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
!A5 202 1994
IAS 203 1994
Equivalence of Product Standards
Certified By
®I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ()Yes :.s No ON/A
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/t)r/pr_app_dtl.aspx?paratn=wGEVXQwtDgtdytNblepz46Q... 1/3/2018
Florida Building Code Online Page 2 of 3
Date Submitted 11/21/2017
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL 1.N 10 1 =
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0212.udf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R1 AE 514008.udf
system is required. Door top rails stamped"HPC".See DWG- Created by Independent Third Party: Yes
MA-FL0212 for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C_ I NI013
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the FL
Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22_.;;.__ ...900-L12dt
system not required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CAC N1p13747.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0215.Ddf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22.13_R1 AE 5.1_10.0/,rdf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.Q4S. .cj':'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II 1`1_0215.odl
Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 RI AE 51400/.0
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites. See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"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 R1 C CAC NI013747.06.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 11 FL0217.odf
Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46Q... 1/3/2018
Ftorida Building Code Online Page 3 of 3
When impact resistance is required, hurricane protective FL22513 R1 AE 514007.gdf
system is required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CA; "_13747.pdr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 i;.: 211.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514010,E
system not 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 R1 t _ _, NI013747.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL021l.r)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514008.Ddf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See 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 ! '.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0214.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective F122513 R1 AE 514008.pdf
system is required.See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
Back Next
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 emails 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:
rr Cl F100 E9 E
Credit Card
Safe
https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46Q... 1/3/2018
NOTICE OF PRODUCT CERTIFICATION
.�CER7fF�.
Company: Masonite International Corporation Certification No.: N1013747.03
r 1955 Powis Road Certification Date: 06/08/2017
y ' West Chicago,IL 60185 Expiration Date: 06/30/2021
N I
Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impact
Rated Sidelites(w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E330-02
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 Listine at www.Namicertificalion.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Test Report Number
Configuration or or Maximum Design Test Drawing Number&
Outswing Opaque Size Pressure Pressure Comments
X 1/S Glazed 3'0"x 6'8" +50/-50 0.0 psf NCTL-110-19469-1
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Dctails-DWG-MA-FL0214-17
X O/S Glazed 3'0"x 6'8" +50/-50 3.0 psP NCTL-110-19469-I
Single 3/4-Lite Max 4.5 psf'
Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0214-17
XX 1/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Double 3/4-Lite Max Maximum Panel Size:3'W'x 6'8"
Anchor Detai6-DWG-MA-FL0214-17
XX O/S Glazed 6'0"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1
Double 3/4-Lite Max 4.5 psf'
Maximum Panel Size:3'0"x 6'8"
7.50 psf Anchor Details-DWG-MA-FL0214-17
XO/OX I/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110.19469-1
Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"z 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1
Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L 7.50 sf' Anchor Details-DWG-MA-FL0214-17
OXO I/S Glazed 910"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
OXO O/S Glazed 910"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1
Single w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidchte:3'0"x 6'8"
Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL 0214-17
OXXO I/S Glazed 12'4"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
OXXO O/S Glazed12'4"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1
Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0'x 6'8"
Full-Lite Max S/L 7.50psf' Anchor Detaik-DWG-MA-FL0214-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Thrnhuld }Hi-Dam Ouhwiog Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VVAA 23072
Tel:(804)684-5124/Fax:(804)684-5122 ,��,C/
NAMI AUTHORIZED SIGNATURE:
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rllomaslC lrlomaspe COM
Test Report: N/A
Product: Double Door with and without sidelites 12'x8'(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/&w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,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: Fy,,= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=0.42)
Side member thickness: t.= 1.000 in Main member thickness: t.= 1.500 in
Side member dowel bearing strength: Fes,= 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: 1m= 1.140 in
Mode I. Mode I, Mode II Mode III. Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Zm= 302 lbs Z:= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/&w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,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: Fye= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t.= 0.048 in
Side member dowel bearing strength: F,,= 4,650 psi Main member dowel bearing strength: F_= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode I. Mode I, Mode II Mode III. Mode III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z.= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCo): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85 ```,
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs `\� (� O
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs � •,`. • • • ��//
Actual spacing: 3.00 in Reduction factor: 0.91 V • r E •• -.yam/
Allowable Design Value(Zf,,,,,): Z''= 155 lbs/anchor �\ �� •u•
Minimum anchor capacity: 155 lbs/anchor = 7c 0 2D51
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. •
4- TAT cc
0 F �cJ
�
4 .
':A%, 0 R IOP• �����
ri11i
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rllomasQIrlomaspe com
Anchor calculations.minimum required anchors
36.38 36.38 Design pressure: 55.0 psf
Area Load Ind. Max. Anchor
Al Al Zone Z O.C. Cap. Load Result
y 'Y 95.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)
A A A, 2.3 126 N/A N/A 155 1 126 OK
- Az 9.7 535 6.00 21.00 155 5 107 OK
72.75 A3 9.7 535 N/A N/A 155 4 134 OK
37.50 36.38 36.38 37.50 Design pressure: 55.0 psf
' Max. Anchor
Area Load Ind.
Al A4 A4 Al Zone z O.C. Cap. Load Result
1/ y y y (ft) (lbs) (in) (in) (lbs) Q� (lbs)
A2- A2
A3 A5 A3 ^� 95.25 A, 2.4 134 N/A N/A 155 1 134 OK
Al Aa A4 Al AZ 10.0 548 6.00 21.00 155 5 110 OK
A3 1 9.8 542 N/A N/A 155 4 135 OK
147.75 A4 2.3 126 N/A N/A 1551 126 OK
A5 9.7 535 N/A N/A 155 4 1 134 1 OK
Anchor Locations:
Double door
-- --
__36.38 -- - - - 38.38 -
8.00 TYR - 8.00 TYR-� -18.19 TYP. -
3.00 TYP.
8.00
1865
MAX.O.C.
95.25
\�` s R L0 ''i.
N
_���,�•\0\GENSF9�
� = * X51 • yt
8.00
4uT
• OF ;
w�
ss/ONAt`.`ti?��`�
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
L. Roberto Lomas P.E.
1432 woodlord Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rllOmasa' Iriomaspe corn
Double door with sidelites
37.50 36.38 .-. 36.38 37.50
18.75 TYP.
6.00 TYR — 6.00 TYP. 18.19 TYR
3.00 TYR
I I
6.00
1
16.65
MAK O.C.
I
95.25
6.00
I
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
112"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"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=0.42L
`N �Cj R'• OAS Z
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. J • •C E
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. =�.•�� SF c1''
D.METAL STRUCTURE: STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI 1 •
.052"THICK MINIMUM *• 0 51 '
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE E • ('
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. "
TAT 0 F •tc,
O'. k�
OR
s�ONAL`ti?\���
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/2/2017