HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 09/11/18 Permit Number:
�xrt' Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Window/door
PROPOSED IMPROVEMENT LOCATION:
Address: 6106 RAINTREE TRL
Legal Description: INDIAN RIVER ESTATES-UNIT 09- BILK 83 LOT 17(MAP 34/11S) (OR 2189-1715:2346-2518)
Property Tax ID tt. 3402-610-0369-000-0 _ Lot No. 17
Site Plan Name: Block No. 83
Project Name: CORTI
Setbacks Front_ Back: Right Side: —Left Side:_
----- -- — ----- ----
DETAILED DESCRIPTION OF WORK: ll
REPLACE 2 ENTRY DOORS WITH IMPACT. USING LIKE SIZES. NO STRUCTRUAL CHANGES
BEING MADE.
KSTRUCTIt7N INFORMATION:
Additionalwork to be Dertormedunder this permit—c ec a apply:
�HVAC I_J Gas Tank ❑Gas Piping _Shutters LV(1 Windows/Doors
Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction: S Ft.of First Floor:
Cost of Construction: $ 4024 Utilities:cnSewer I Septic Building Height: 15
OWNER/LESSEE: CONTRACTOR:
Name Sherrie K Corti Name: BRUCE M. TYRRELL
I
Address: 6106 Raintree Tr — Company: Kamrell Windows & Doors
City: Fort Pierce __State:_L Address: 2201 SE Indian Street
Zip Code: ,14982 Fax: _ City:_ Fort Pierre State: FL_
Phone No. 772-834-1104 Zip Code: 34997 Fax: 772-288-6269
E-Mail: scorti(�comcast.net Phone No. 772-288-6205
Fill in fee simple Title Holder on next page (if different E-Mail: admin@comcast.net
from the Owner listed above) State or County License: CGC061180
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools, fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your.property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of Owner/Le/e/CorActor as Agent for Owner 99nature of Contractor/Lice s�e Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF MARTIN COUNTY OF MARTIN
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this II tth day of September 201$ by this Ilth day of September _ 20 18 by
&ure M . lyrrell a-r- Is ale Tar et
Name of person making statement Name of person m ing statement
Personally Known V OR Produced Identification Personally Known V OR Produced Identification
Type of Identification Type of Identification
Produced Produced _
(Signature of NotaryPubli -S t of I (Signature o N to P b' tote o FI rid )
SUSAN M GODDANO iPr„rye SUSAN M GQDDA D
,•tutu,,, /
Commission No. .'��"Y P°•i°. ••PV P
Notary(�♦ �� State of FloridaI
Commission g?o �:'•, Lary public•S 9$ Florida
Commission N GG 033219 =•; ;•c Commission#GG 033219
My Comm.Expires Sep 25,202 %"�,f� c;: My Comm.Expires Sep 25,2020
''ln°;u Bonded t mull tortatNotary Asa �' Mot Bo did through National dry Assn.
REVIEWS F -SUPERVISOR PLANS OVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED _
DATE
COMPLETED
Rev. 8/2/17 — -
JOSEPH E . SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4478950 OR BOOK 4178 PAGE 2408, Recorded 09/11/2018 01 :25 :52 PM
NOTICE OF COMMENCEMENT
Permit No. Property Tax ID No. 3402-610-0369-000-0
State of Florida,County of St.Lucie
The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with
Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement.
Legal Description of property and address if available 6106 RAINTREE TRL,FORT PIERCE,FL 34982
INDIAN RIVER ESTATES-UNIT 09- BLK 83 LOT 17(MAP 34/11 S) (OR 2189-1715:2346-2518)
General description of improvements REPLACE DOORS WITH IMPACT
Owner/lessee SHERRIE K CORTI
Address 6106 Raintree Tr Fort Pierce,FL 34982
Interest in property: OWNER
Fee Simple Title holder(if other than owner)
Address
Contractor KAMRELL WINDOWS&DOORS Phone# 772-288-6205
Address 2201 SE INDIAN STREET,Q-4,STUART,FL 34997 Fax it 772-288-6208
Surety Phone#
Address Fax#
Amount of Bond
Lender Phone#
Address Fax#
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(a)7.,Florida Statues:
Name Phone#
Address Fax#
In addition to himself,owner designates of
Phone# Fax#
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of
commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRST 1I4SPECTiom IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCMENT.
Owner/Lessee,a•Owner's or Lessee's Authorized Otlicer/Director/Partner/Manager/Signature
Owner
Signatory's Title/Office
State of Florida,County of ;1 I t�I i<'
Acknowledged before me this 1 ! I"_ ,day of f N t_�,, " 20 ° ,by `7�f ' 1,\) r
who is personally known to me or who has produced `'t. ��r t I `, ! (t_x l` ,' . as identification.
yy
Signature of Notary Type or Print Name of Notary (Seal)
Title: Notary Public Commission Number ',,Iky s RACHAELANNMESSa1ER
g►� Notary Public-State d ft(da
®o�` Camino a GG t S82St
?e er ncF•. My Comm.Wires Dec 8.202,
CORTI 6106 RAINTREE TRAIL, FORT PIERCE , FL 34982
EXPOSURE C RF HGT 15 ZONE 4
# 1 - PLASTPRO PHS3068 RHOS PREHUNG SINGLE
36 X 80 20 SQ FT + 36 . 3 /- 39 . 4
FL17184 . 09 DP + 50/- 50
# 2 - PLASTPRO PHS3068 RHOS PREHUNG SINGLE DOOR
36 X 80 20SQ FT + 36 . 3 /- 39 . 4
FL14803 . 7 DP + 50/- 55
# 2
# 1
WINDOW/DOOR SCHEDULE
APPROX IMPACT PROTECTION
ID OPENING **
NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS
GLASS FXISTTNG
WXH SHUTTER SHUTTER
1 36 X 80 PLASTPRO PHS3068 DOOR OPAGUE FL17184.09 DP+50/-50
2 36 X 80 PLASTPRO PHS3068 DOOR OPAGUE FL14803.7 DP+50/-55
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
*Window Replacement using existing shutters to comply with impact protection will require the
existing shutters to meet the requirements of the 2010 FBCIResidential R301.2.1.2
TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F.
PERCENTAGE OF NEW GLAZED AREA:
(TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE)
NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family
dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters
or impact resistant glazing)as per 20 10 FBCI EXISTING BUILDING 606.4.
** TYPE WINDOWS
_SH—SINGLE HUNG AWN—AWNING SL—SLIDING
DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED
CORTI
6106 RAINTREE TRAIL
FORT PIERCE,FL
Building height Zone 4
Area 15 20 25 30 35 40 45 50 55 60
10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7
neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55
20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6
neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8
50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3
neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7
\100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2
neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4
500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8
neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1
Building height End zone 5
15 20 25 30 35 40 45 50 55 60
10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7
neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9
20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6
neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4
50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3
neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3
100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2
neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8
500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8
neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1
Wind design Pressure Chart for structures subject to
Florida Residential Code 170 mph exposure C
Wall component and Cladding pressures from Table R302.2(2) modified by adjustment
factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1
CORTI
6106 RAINTREE TRAIL
FORT PIERCE, FL 34982
Florida Building Code Online Page 1 of 3
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Product Approval
® USER:Public User Itl 1
Product Approval Menu>Product or Application Search>Application List>Application Detail (� •^Y/I v V '
FL# FL14803-R4 ^J p�
Application Type Revision
Code Version 2017 VVV v- • I �J
Application Status Approved Q(hj�^ lL uo
Comments
Archived
Product Manufacturer DLP INDUSTRIES,INC.
Address/Phone/Email 2125 SW 60 WAY
HOLLYWOOD,FL 33023
(800)243-7373
DLPINDUSTRIES@AOL.COM
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Brian Phipps
Address/Phone/Email 2125 SW 60 Way
HOLLYWOOD, FL 33023
(800)243-7373
DLPINDUSTRIES@AOL.COM
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 1. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14803 R4 COI (a)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
TAS 201,202, 203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDquHlFzfePouW)... 3/6/2018
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/28/2017
Date Validated 08/29/2017
Date Pending FBC Approval 09/09/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
14803.1 a.WINDSERT WINDSERTTm an operational window insert utilizing a 6'8
Plastrpo"Non-Impact"Outswing Single Door-available
configurations(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14803 R4 II (a) Inst 14803,1.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14803.1 for Design Pressure Ratings,any FL14803 R4 AE (a)Eval 14803.1.1)df
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.2 b.WINDSERT WINDSERTan operational window insert utilizing a 6'8
Plastrpo"Non-Impact"Outswing Single Door with Sidelites-
available configurations(XO or OX and OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14803 R4 II (a) Inst 14803.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14803.2 for Design Pressure Ratings,any FL14803 R4 AE (a)Eval 14803.2.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.3 c.WINDSERT WINDSERTT"an operational window insert utilizing a 6'8
Plastrpo"Non-Impact"Outswing Double Door with or
without Sidelites-available configurations(XX or OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14803 R4 II (a) Inst 14803.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14803.3 for Design Pressure Ratings,any FL14803 R4 AE (a)Eva] 14803.3.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.4 d. WINDSERT WINDSERTTm an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Single Door-available
configurations(X)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14803 R4 II (a) Inst 14803.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14803.4 for Design Pressure Ratings,any FL14803 R4 AE (a)Eval 14803.4.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.5 e.WINDSERT WINDSERTT"'an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Single Door with Sidelites-
available configurations(XO or OX and OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14803 R4 II (a) Inst 14803.5.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14803.5 for Design Pressure Ratings,any FL14803 R4 AE (a)Eval 14803.5.gdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.6 f.WINDSERT
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHl FzfePouW3... 3/6/2018
Florida Building Code Online Page 3 of 3
WINDSERTTm an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Double Door with or without
Sidelites-available configurations(XX or OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14803 R4 II (a) Inst 14803.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14803.6 for Design Pressure Ratings,any FL14803 R4 AE (a)Eva[ 14803.6.1)df
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.7 g.WINDSERT WINDSERT'°'an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Single Door-available
configurations(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14803 R4 II (a)Inst 14803.7.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14803.7 for Design Pressure Ratings,any FL14803 R4 AE (a) Eval 14803.7.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.8 h.WINDSERT WINDSERTT'"an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Single Door with Sidelites-
available configurations(XO or OX and OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14803 R4 II (a)Inst 14803.8.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14803,8 for Design Pressure Ratings,any FL14803 R4 AE (a) Eval 14803.8.0f
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14803.9 i.WINDSERT WINDSERT'"'an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Double Door with or without
Sidelites-available configurations(XX or OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14803 R4 II (a)Inst 14803.9.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14803.9 for Design Pressure Ratings,any FL14803 R4 AE (a) Eval 14803.9.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
Back Nezt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH l FzfePouW3... 3/6/2018
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product / Report' Repo / i i
Product
Category Sub Category Manufacturer Product Name
Exterior Swinging
DLP Industries WINDSERTTM
Exterior Door 2125 SW 60 Way Operational Window Insert
Doors Assemblies Hollywood,FL 33023 Utilizing a Fiberglass Door Panel
800.243.7373 Outswing-"Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F. Schmidt, P.E. (System ID#1998)for DLP
Industries, based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have 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.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-14803.7 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-14803.7 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01940372 ASTM E330-02, E331-00 Testing Evaluation Lab., Inc. V.K.Wright
ASTM E1886-05, E1996-06
TEL 01941416 ASTM E330-02, E331-00 Testing Evaluation Lab., Inc. V.K.Wright
ASTM E1886-05, E1996-09
2. Miami-Dade NOA Materials testing
16-1117.01 Kuraray Trosifol(Butacite) PVB Interlayer
3. Drawing No. Prepared by ®®®e®b9agesot:BgBB®, Signed&Sealed by
No. FL-14803.7 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
4. Calculations Prepared by ®a, °�\C,E N���•°° n Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) No 43 s0� �rndon F.Schmidt, P.E.
5. Quality Assurance °°
Certificate of Participation issued by National Accreditation and a,r ry
Management Institute, certifying that DLP Industries is manufacturing ° T uy
9 fY� 9 9 �'S� STATE 'C)f' r/ ,
products within a quality assurance program that complies with ISO/IEC ®O °° °
17020 and Guide 53. ®�v�s�'.°L 0 H 1 �N
Lyndon F.Schmidt,P.E.
FL PE No.43409
8/21/2017
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Florida Building Code Online Page 1 of 5
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Product Approval
IUSER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail_ P LAST P ROGLAZED F G SINGLE
FL FL17184-R4 W OR WO SIDELITES
Application Type Revision
Code Version 2017 FL 17184.9
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsuitants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd,
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F, Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17184 R4 COI (b)Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201,202,203 1994
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Florida Building Code Online Page 2 of 5
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17184 R4 Eauiv (a)Equivalency of Standards.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/13/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Date Revised 03/07/2018
Summary of Products
Go to Page @ p Page 1/ 2 0
FL# Model,Number or Name Description
17184.1 a. Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without
Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17184.1 for any additional use limitations, FL17184 R4 AE (a)Eval 17184.1.1)df
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.2 b. Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R4 II (a) Inst 17184.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 17184.2 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.2.1pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.3 c. Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without
Sidelite(s) (X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (b) Inst 17184.3.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E,43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.3 for any additional use limitations, FL17184 R4 AE (a) Eva] 17184.3,odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.4.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17184.4 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.4.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.5 e. Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without
Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a)Inst 17184.5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
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Florida Building Code Online Page 3 of 5
Other:See INST 17184.5 for any additional use limitations, FL17184 R4 AE (a) Eva] 17184.5,pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.6 f. Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R4 II (a)Inst 17184.6.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.6 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.6.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.7 g. Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without
Sidelite(s) (X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a)Inst 17184.7.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party;Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17184,7 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.7.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.8 h. Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R4 II (a)Inst 17184.8.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.8 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.8pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.9 i. Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without
Sidelite(s) (X, OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R4 II (a)Inst 17184.9.odf
Approved for use outside HVHZ:Yes Verified By; Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party; Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.9 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.9.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.10 j. Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R4 II (a) Inst 17184.10.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.10 for any additional use FL17184 R4 AE (a) Eval 17184.10.1)df
limitations, installation instructions and product particulars, Created by Independent Third Party: Yes
17184.11 k. Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without
Sidelite(s) (X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 7'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a)Inst 17184.11.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17184.11 for any additional use FL17184 R4 AE (a) Eval 17184.11.1)df
limitations, installation instructions and product particulars. Created by Independent Third Party:Yes
17184.12 I. Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without
Sidel]tes(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 7'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R4 II (a)Inst 17184.12.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party;Yes
Design Pressure: N/A Evaluation Reports
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GLAZED FIBERGLASS SINGLE DOOR ° rm
115.0"MAX.OVERALL FRAME WIDTH X
w/ or w/ovt SIDELITES 37.25"MAX. 37.5"MAX. OEZ
FRAME WIDTH OVERALL 0 C w
" INSWING/ OUTSWING FRAME WIDTH o
--1.50" co
""IMPACT X o
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GENERAL NOTES O zo oz
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0 1. This product has been evaluated and is in compliance with the 6th Edition z O X O ° X �� W w
(2017) Florida Building Code (FBC) structural requirements excluding the — O o �w N J w
"High Velocity Hurricane Zone" (HVHZ). EU _ > o �m Q
OCR O = Cn
N 2. Product anchors shall be as listed and spaced as shown on details.Anchor = o = o 0
o CL
embedment to base material shall be beyond wall dressing or stucco. CO co OX of a
3 3. When used in areas requiring wind bome debris protection this product ' ' m
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an
oimpact resistant covering.This product meets missile level"D"and includes OXO m
Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&
R301.2.1.2.1. X °
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4. For 2x stud framing construction, anchoring of these units shall be the same Lj
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as that shown for 2x buck masonry construction. F
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5. Site conditions that deviate from the details of this drawing require further XO o o
a engineering analysis by a licensed engineer or registered architect. Q
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a Q
TABLE OF CONTENTS MAX. MAX. SIDELITE DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF)
LO
CONFIGURATION FRAME D.L.O. INSWING OUTSWING Ld
SHEET# DESCRIPTION z
1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE o
a 2 Door panel details z
z 3 Sidelite panel details and glazing detail X 37.5" X 82.0" N/A +50.0 -50.0 +50.0 -50.0 N zz
a 4 Elevations DATE: 02121112 z
5 Horizontal cross sections OX/XO 76.25" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 SCALE: N.T.S. 0
6 Vertical cross sections DWG. BY: JK m
s 7 Vertical cross sections
8 Buck anchoring OXO 115.0" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 CHK. BY: LFS 3
9 Frame anchoring DRAWING NO.:
N 10 Bill of materials and components FL-17184.9 N
v LN
SHEE7 OF 1 O
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EXTERIOR f---.40"
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a4 TOP RAIL 1.5$ -�{ Ode 00
�i p • �� z o ao 0
INTERIOR (COMP.) — ���ttt1 11<< i U 04 .: Z
HINGE STILE CLOCK BLOCK(WOOD) X 0 "i
Cellular PVC STILE REINFORCEMENT o o m° 0
3 (LVLj STILE REINFORCEMENT(LVL) � a s 0) _J c w
a o� c n
'R `� a cn M 5 Z m
LL
HARDWARE CHART LATCH STILE d o u-d m a a
1 HORIZONTAL CROSS SECTION Cellular PVC �! ` E o Z
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MANUFACTURER MODEL 2 FOAM CORE 10 w
(POLYURETHANE- 0 a
N KWIKSEi LOCK: SIGNATURE SERIES 1.9 PCF MIN.)
DEADBOLT: SIGNATURE SERIES(780) STRUCTURAL SILICINE(DOW 995)
a 5/8"GLASS BITE
LU LOCK: YH COLLECTION N
YALE DEADBOLT: YH COLLECTION(80 SERIES) NON STRUCTURAL SEALANT EXT. rr Q
00 KNOB: "F"SERIES(F10) v 0 o
SCHLAGE 1"OVERALL GLASS THK. c�
DEADBOLT: "B"SERIES(B60/62) z n
1/8"ANNEALED GLASS o
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35.75"DOOR 0.090"SAFLEX®PVB �-:-g m �N
24.22"MAX. - o � �
WIDTH INTERLAYER v'�
FRAME WIDTH
2 20.5'MAX. _ 1/8"ANNEALED GLASSt4 m w Q
2 D.L.O.WIDTH AIR SPACE D V)
0 0
m 1/8"TEMPERED GLASS G1 Q m
a a
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#7-19 X 1-3/4"PPH ALUMINUM SPACER Y Y m
m / SELF DRILLING SMS $A INT. INTERIOR EXTERIOR >
NON STRUCTURAL SEALANT
0 WUJ
G1 GLAZING DETAIL
rn F- � _ �—1. V)
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q X O ¢ � v 118 cot
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1 BOTTOM RAIL o
zSEE HARDWARE TABLE 4 25' (COMP.) N z
Z (TYP.)
DATE. 02121 12 z
4DL LITE FRAME UAODL LITE FRAME
SCALE: N.T.S.M (Alum.) DWG. BY. X m
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CHK. BY: LFS 3
a Z DRAWING NO.:
DOOR PANEL 2 VERTICAL CROSS SECTION N
FL-17184.9 0
N
a�i SHEET 2 OF 11019
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2.50" ♦♦♦♦ .*.. ���i
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TOP RAIL �i� • ... ♦♦ N > rn
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M HINGE STILE INTERIOR LOCK BLOCK(WOOD) 0 X z a
Cellular PVC N E E rn a m° „
o STILE REINFORCEMENT(LVL) a t a c w
STILE �° a N to 5 m
REINFORCEMENT LATCH STILE a LL It m n `�
00 1 HORIZONTAL CROSS SECTION \ o
(LVL) Cellular PVC o Z
3 FOAM CORE , v
(POLYURETHANE- 0 Ji
1.9 PCF MIN.)
o STRUCTURAL SILICINE (DOW 995) 5/8"GLASS BITE
w LO
i NON STRUCTURAL SEALANT EXT. ¢¢
co 1"OVERALL GLASS THK. zo 00
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1/8"ANNEALED GLASS
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WIDTH ___ _i,� 0.090"SAFLEX®PVB N w
12 INTERLAYER nw v, U
24.22'0 FRAME
MAX. 1/8"ANNEALED GLASS INTERIOR EXTERIOR �m < w Q
2 FRAME WIDTH n
3 20.5"MAX. AIR SPACEcn o
D.L.O.WIDTH 1/8"TEMPERED GLASS 0 a
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#7-19 X 1-3/4"PPH ALUMINUM SPACER Y Y
/ SELF DRILLING SMS $A INT.
NON STRUCTURAL SEALANT
' mm
o G� GlAZlNG DETAit
0 _ ao
a w C7 'c' 'c' (n
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(Alum.) -- SCALE: N.T.S.
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D 2 VERTICAL CROSS SECTION CHK. BY: LFS 3
bo DRAWING NO.: N
FL-17184.9 0
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HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION
6 E $ Outswing shown-inswing also approved
= Shown w/1 X sub buck
$ Outswing shown-inswing also approved �m a �
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N 5 Outswing shown-inswing also approved Of a �
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am Y Y
.3 mNOTE:
1. Spacing for item K:6'from ends $8
11
o and 6 more equally spaced along EXTERIOR $8 M 27 EXTERIOR K SEE NOTE 1 L_ T
o sidelite (8 total). 10
K
SEE NOTE 1 K a N �„ Z
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z DATE: 0 z 2121112
----
21 20 L 21 20 SCALE: N.T.S.
L DWG. BY: JK Ill a
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2 HORIZONTAL CROSS SECTION
3 HORIZONTAL CROSS SECTION CHK. BY: LFS 3
m 5 Outswing shown-inswing also approved 5 Outswinq shown-inswing also approved DRAWING NO.:
Shown with 2X reinforcement Shown with 2X reinforcement FL-17184.9 N
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1 VERTICAL CROSS SECTION N 30 32 7 20 21
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Shown w/1 X sub-buck 0°
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5 VERTICAL CROSS SECTION 0 0
INTERIOR 6 Shown w/ADA threshold
EXTERIOR `
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LUUJ DWG. BY: JK m
3 VERTICAL CROSS SECTION
6 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION CHK• BY- LFS 3
6 Inswing configuration 6 Shown w/O.S.ADA bump threshold b Outswing configuration DRAWING No.: N
FL-17184.9
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SHEET 6 OF 1 O N
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E NOTE ®t�y�.• Ln
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1. Spacing for item K: 6'from each end :6
and at centerline(3 total). v: * �C; Q__z
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EXTERIOR INTERIOR EXTERIOR INTERIOR
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3 2 VERTICAL CROSS SECTION
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7 Shown X sub- inswing also approved W '�coCn
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SEE NOTE 1 SEE NOTE 1 0 0 o f
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3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION SCALE: N.T.S.
s ] Inswing configuration 7 Outswing configuration 7 Outswing configuration DWG. BY: JK m
o CHK. BY: LFS 3
a
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MASONRY TYP.HEAD MASONRY (I &JAMBS zo
MASONRY7 i I 11 &JAMBS �
LL OPENING &JAMBS OPENING
-- - — 2X REINFORCEMENT I I OPENING r �
(' 2X REINFORCEMENT ' 'I M Q
SHOWN FOR REF. I I I I I I w
SHOWN FOR REF.
2X BUCK ONLY ONLY
2X BUCK I I 2X BUCK I I I I t
Q 0 0
X n- II V II II C
II - p II II - p a °
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a CONCRETE ANCHOR NOTES: o o
a 1. Concrete anchor locations at the comers may be adjusted to maintain the min.CL a. z
edge distance to mortar joints.
0 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to W
maintain the min.edge distance to mortar joints,additional concrete anchors a
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. a N o
3. Concrete anchor table:
a MIN.CLEARANCE MIN.CLEARANCE: cv •-
F "ANCHOR ANGHOK MIN.
w TO MASONRY:: TO ADJACENT-:, z
Z TYPE.; SIZE EMBEDMENT: EDGE ; ANCHOR
DATE: 02/21 12 z
w ITW ® 1/4" 1-1/4" 2" 4" S N.T.S. j
a TAPCON DWG. BY: JK m
S ELCO ® 1/4" 1-1/,C 1" 4- OHK. BY: LFS 3
ULTRACON
WOOD SCREW INSTALLATION NOTES: Dw+nnNG No.:
1.Maintain a minimum 518"edge distance, V end distance,& 1"o.c.spacing of
FL-17184.9
N
wood screws to prevent the splitting of wood.
v SHEEr 8 OF 10
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OPENING — OPENING TYP @ OPENING J 1 X BUCKP
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FRAME &JAMBS FRAME HEAD AND FRAME TYP.@ HEAD AND rr o
JAMBS JAMBS X c50 z
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2X BUCK TYP.@ SILL N TYP.@ SILL C101+ p ct�Lo z
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N 2X BUCK TYP.@SILL N TYP.@SILL O 2X BUCK N g4�, UJ w
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FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING 00
X XX OXO
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o CONCRETE ANCHOR NOTES:
ii 1. Concrete anchor locations at the comers may be adjusted to maintain the min.
a edge distance to mortar joints.
j a. U
2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to
2 maintain the min.edge distance to mortar joints,additional concrete anchors 1 X BUCK 1 X BUCK H
Q. may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 N c
0 3. Concrete anchor table: Z8 M 2X BUCK 2X BUCK K
u MIN.CLEARANCE MIN.CLEARANCE- - - h o N
ANCHQR ANCHOR: MIN. _ in N z
F TYPE: -EMBfDMfNT TO MASONRY TO ADJAGFNT 1 ( 1 Q LO _ `� z 3
w EDGE ANCHOR 27 M M SATE 02121/12 z
a ITW ® 1/4" 1-1/4" 2" 4" o
2: TAPCON SCALE: N.T.S. �
UJ
ELCO a ULTRA ON® 1/4" 1-1/4" 1" 4" HINGE DETAIL owc. BY: JK m
ITW LATCH&DEADBOLT DETAIL CHK. BY: LFS 3
n TAPCONa 3/16" 1-1/4" 3" 2X Buck DRAWING NO.:
WOOD SCREW INSTALLATION NOTES: FL—'I 7184.9 N
4 1.Maintain a minimum 518"edge distance, I"end distance,&1"o.c.spacing of STRIKE JAMB HINGE JAMB a
wood screws to prevent the splitting of wood. SHEET 9 OF i 0 N
O
4.56" �
BILL OF MATERIALS ,;,O ' ®�''�� CD
ITEM# DESCRIPTION MATERIAL
A 1 X BUCK (SG>=0.42) WOOD ' * _- ` �
B 2X BUCK SG>=0.42 WOOD I -�•
o .
1 ) i Z ®� Z U �
C 1/4'MAX.SHIM SPACE _ C14 2.36 f-- 2.2' '�� , •• _ ►���� o c`"o ao
D 1/4'X 2-3/4'ELCO OR ITW CONCRETE SCREW STEEL ! •• �t• •• ��``�` z o too
00 0
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI HEAD&SIDE /III I i ��� •• O � Z
E CONCRETE 20 Jamb m N •:
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 r v 0 x Zo q
o E� Z o av
3 F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" M Q It 8 m
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 0 2.1 Z'-- �' m a a IL
H 1/4"x 3-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL .
o
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E o Z
I. K #9 X 2-1/2"PFH WOOD SCREW STEEL `V o `w
5�1 I . . . I I t TL #10 X 2-1/2"PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL II -'
o M #8 X 2"PFH WOOD SCREW STEEL f- 2.44' - - 2.13" -
W N 1 X X 1-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL
� SIDELITE SPACER
7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM HEAD&SIDE 24 ISSLB Of En
8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM 21 Polyfiberjamb
LL 9 4"X 4'BUTT HINGE STEEL ova qo
10 #9 X 1"PFH WOOD SCREW STEEL an m
11 #9 X 3/4'PFH WOOD SCREW STEEL :525 tuni
o0
20 FINGER JOINTED PINE FRAME, HEAD&HINGE JAMBS WOOD � M cn
a -�'j�
21 POLY FIBER JAMB COMP./VINYL 4.56' 4.56 o
27 LATCH STRIKE PLATE STEEL —� o
3 28 DEADBOLT STRIKE PLATE STEEL 57nr---.,
a29 SIDELITE SPACER (ISSLB) PVC � 4MZ �_-� '- > > m
30 DOOR SWEEP PVC
31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP (ISHC) ALUM. m m
0 33 INSWING THRESHOLD BY DLP (ISCS) ALUM./WOOD 31 OOU HWING THRESHOLD 33 SNCSWING THRESHOLD
34 SIDELITE THRESHOLD BY DLP (ISH/EIS) ALUM./WOOD o 0
E.
35 TRIM WOOD �'� z
`- 36 OUTSWING ADA BUMP THRESHOLD ALUM. w w o
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - --5" o ,~ �
N 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4.62 "' o o
88 2X REINFORCEMENT (CLEAR PINE:SG>=0.49) WOOD _
a .. a a U
t Z
ADA SILL Lo ul
2 32 ISHC w i
N I—
N N p
O N
D7 34 StDECITE THRESHOLD o 0
z 5" o ISHJ EIS "' '- z Ll
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DATE: 02121112 z°
scAI.E: N.T.S.Lu
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DWG. BY: JK m
v CHK. BY: LFS 3
�t-4)-QUTSWING ADA BUMP THRESHOLD DRAWING NO.:
OSHC FL-17184.9 ci
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SHEET 10 of 10
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