HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: G Permit Number:
RECEIVED
OCT 0 4 2011
y_ Building Permit Application PERMITTING
Planning and Development Services St. Lucie Gounty, FL
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR:
PRQ 'DSED IIUPRt•3UEMO NT LOCATIQ
Address:
Legal Description:
Property Tax ID#: DA2, () '�v ' Lot No.
Site Plan Name: / Block No.
Project Name: �2 P�AeeP
Setbacks Front Back: Right Side: Left Side:
DET I,I,ED DE.�SGR1`PT(ON OF WORD
/��iSr �h�ilJ2aQ(� ��1"1
FnPni 0S
CONSTRUCTlO t FfJRMAWN:
Additional work to be pertormed uncler this permit–check a tat appy:
_Mechanical _Gas Tank _Gas Piping _Shutters _ n ows/Doors
_Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Construction: Sq. Ft.of First Floor:
Cost of Construction:$ Utilities: —Sewer _Septic Building Height:
0 NER/LE-SSE : CONTM+
Name Az/�-�/Jo�ueNamee .. .
Address: Cotnpari�
City: State/:: Address: -..n ..-;- ._
Zip Code: Fax: City: State:
Phone No. �jG7—�s�-7��,2 Zip Code: Fax:
E-Mail: 1�1�e,�3�a� /Q�iyl2,��L°G�m- Phone No '
Fill in fee simple Title Holder on next page(if different E-Mail
from the Owner listed above) State or County License
If value of construction is 2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMEf�! AL CUNSTR CTfON LIEN W INFO'RMATfO
DESIGNER/ENGINEER`:, _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name:- Name:
Address: " Address:
City: State: City: State:
Zip: Phone Zip: Phone:'
FEE SIMPLE.TITLE HOLIV
DER: 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 thepermit 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 use 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/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF , � ,f�. COUNTY OF
The fo oing instru n s acknowledged-before me_ The forgoing instrument.was acknowledged before me
this-T day of 1 20 by this day of 20_ by
'n( igel WN pf,U
Name of person making statement. Name of person making statement.
'/
Personally Known OR Produced Identification Personally Known OR Produced Identification
Type of Identi ' do Type of Identification
Produced L Produced
(Signature of Notary (Signature of Notary Public-State of Florida)
' KAREN S. NIELSEN
Commission No. ,; Commisse � FF 115637 Commission No. (Seal)
My Commission Expires
''%•;,;,^,0 June 12, 2018
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.
RECEIVED
/Ae CBCT 0 4,2017
� PERMITTING
5t. Lucie County, FL
Planning&Development Services Departm E C E I`Y/E
COUNTY Building&:Code Regulations .
r R I i A 2300 Virginia Avenue M
Fort Pierce,Florida 34982 OCT 0 4 2017
(772)462-1553PERIli
ING
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT Lucie iT unty,
St. Lucie Go�nty, FL
F.S.489.103(7)EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even
though you do not have a license. You must provide direct; on-site supervision of the construction yourself. You
may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as itis for your own
use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or-improved for sale or lease,which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses requited by state law-and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed
contractor who is not licensed to perform the work being done. Your construction must comply.with all 11 ble
laws,ordinances,building codes,and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or'give advice on how to meet
the minimum code. Initial✓1` =
I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that-if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liable f r the
cost of the license. Initial `-
I understand that if any person that is unlicensed and uninsured gets injured on my construction project-
they may be entitled to workmen's compensation. I could be held liable for'all doctor,lawyer and related cal
cost,which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection,an owner must personally appear and sign"the building
permit application and initial the above.
I hereby acknowledge that I'have read and understand the above disclosure statement-and that I further
understand that any violation of the terns of the owner/builder exemption shall be reported by the Building and
Zoning Department tot the Florida State Department'of Professional Regulation. Signed and acknowledged on this
day of of 20
Owner/Builder Signature
STATE OF FLO
COUNTY OF A
The foregoing instrument acknowled ed before me this "T day of
b
y 1�[� (Z •V1 Mr, (J ujef who is personally known to me,or who has
produced 'L as identification.
I AA
1 f
Signature of No Type or Print Name of.Notary (Seal)
Title:Notary Public KAI.
� 4' C
fT Iyf('
Commission# FF 115637
SLCPDSD Revised 05/15/2014 My Commission Expires
.f f.
Oma:
June 12, 2018
Florida Auilding Code Online Page 1 of 3
T
t' rNtmm
G II o�
BCIS Home.I Log In 1 user Registration ( Hot Topics j Submit Surcharge Stats&Facts I Publications I FBC Staff I SCIS Site Map I Links I Search
bpuProdct Approval
USER.Public User
bf,.ppyy�*ii
'n_L^;xS�Ft�xns
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# L2014
16674 R
Application Type itorial Change1 'i� � S
Code Version
Application Status proved
roved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary. �®
Comments
ED
Archived ° OCT 0 5 2017
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd PERMITTING
Klamath Falls,OR 97601 St. Lucie County, FL
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
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
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e 1 Y... 10/4/2017
Florida Building Code Online Page 2 of 3
Date Submitted 03/15/2017
Date Validated 03/17/2017
Date Pending FBC Approval
Date Approved 03/19/2017
Date Revised 06/30/2017
SummarV of Products
FL# Model,Number or Name Description
16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011919.01-R7.pdf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011919-R7.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010851A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER27SO SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door,3'-0"x 6-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011918.01-RS.pdf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011918-116.ndf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010852A SS 2014-09-26.0f
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R6 AE PER2751 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"
Fiberglass and 6-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011916.01-R7.odf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011916-R7.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026 ,
Other: Installation Instructions
FL16674 R6 II A010853A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2752 SS 2014-09-26.pdf
SCreated by Independent Third Party:Yes
1� 16674.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8"
(�,I Fiberglass and 6-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011917.01-RS.pdf
{fir/ Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011917-R6.pdf
1 Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010854A SS 2014-09-26.0
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2753 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011922.01-R8.1)df
Approved for use outside HVHZ:Yes FL16674 6674 R6 C CAC NI011922-R8.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e 1 Y... 10/4/2017
Florida Building Code Online Page 3 of 3
Design Pressure:N/A 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010855A SS 2014-09-26.13df
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2754 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
16674.6 F Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Impact Glazed
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011924.01-R5.Ddf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011924-R6.1)df
Impact Resistant:Yes FL16674 R6 C CAC NI013412.Ddf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other: 03/30/2018
Installation Instructions
FL16674 R6 II A010856A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2755 SS 2014-09-26.Ddf
Created by Independent Third Party:Yes
16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Fiberglass Opaque Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011914.01-117.odf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011914-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010857A SS 2014-09-26.pdf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2756 SS 2014-09-26.12df
Created by Independent Third Party:Yes
16674.8 H Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Fiberglass Glazed Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-011,
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NIO11915.01-R5.pdf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011915-R6.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010858A SS 2014-09-26.Ddf
Verified By: Hermes F.Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2757 SS 2014-09-26.odf
Created by Independent Third Party:Yes
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Contact Us::2601 apo-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 mall to this entity.Instead,contact the office by phone or by traditional mall.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://floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgsHepng4%2fS6el Y... 10/4/2017
74"MAX.O.A.WIDTH PREPARED BY:
4 1
TELE 6 4
BUILDING DROPS,INC.
1 398 E.DANA BEACH BLVD.STE.138
W I N D O W S & D Q O R S h s DgNIABEgCH,FL 33004
1 vN:1954l399'8n28
= yl W E&wwx.E"i!aingdmps.com
DESIGN PRO/SMOOTH PRO FULL LITE °° 4 Z
O Q
IMPACT APPROVEDgo
K LU "
z INACTIVE 6 ACTIVE o oo
3Z p �o j zH Fo
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) o a =a o LU? a a
o Lz-a tALU mid
°o¢ z my
GENERAL NOTES: O LLJ
L7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE >t3.1 z Fes•
(FOC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 4 4 4 Z Q We
J
• ASTM E283-04 1 TYP.ELEVATION 1 LU
ASTM E330-02LU 1ST
6'-B'D000.XnGXT Lit L� L
ASTM E188 O V
ASTM 6-0 06 74"MAX.O.A.WIDTH !^y`\
N as
• AAMA 1304-02 sLU
TAS 202-94 Ora
F
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE (-
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 2 REMARKS BY DATE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s
INSTALLATION. 3 kdd MultFPoint Lock&Radius Lt GLO6/23/1
/ \ 6
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202-94 Standard SM 09/22/14
1
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED =
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS t7 6 F
DOCUMENT. _ ¢ FiS. wEN u NE vgor gr4oF Buwu"cogoi,Mc
i AND9NgLLN0T F.
DO jr. WHolEOR OgRI
Ol O O WIWUT WRmtN CONSENT OF WIMN,S DROM MC.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR 0 LACUT t3 ACTIVE O unRAnoNs.gDwnaNs.xlDrnwinMB.oaonrzR
RESISTANCE FOR WIND ZONE30R LESS. zaLL W waoxcstotws Do°r r�T �NDt P"MMEDAND
Nv
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCHARTS.SEE SHEET 6 FOR GLAZING.DETAILS. 3< _�• ♦♦♦�'pES
F.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN z s ♦♦♦YC • %�'Q
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES.. /
7
7. NOTE:AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT -0
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT.LOCATION PROTECTED BY P,
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH OH HEIGHT IS 21.0 ii��T ••• ���
a n < ���ij� dOfW&t���G♦♦♦♦
2 TYP.ELEVATION 2
113 3 B
1 B•mDooRXUDXr w"ABE —..
RM LIRT.OF q°iHORRADON N0.295r8
TABLE OF CONTENTS NOTE: Igitally signed by Hermes F.Norero,P.E.
INACTIVE AND ACTIVE DOOR PANEL Eason:I am approving this document
SHEET REVISION SHEET DESCRIPTION ORIENTATION IS INTERCHANGEABLE. ate:2014.09.261537:02-04'00'
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
DATE: 02.05.14
2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF)
MISSILE DWG
3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSIZE . Y: CHK. Y:
CONFIGURATION INSWING OUTSWING IMPACT GL�TJM SS MSS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS
5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG.
XX 6'-0" 6'-8" 50• 50 50• 50 LMI&SMI DWG.#:A010854A
6 A GLAZING DETAILS SHEET: OF9
XX RADIUS 6'-O" 6'-8" 50• 50 50• 50 LMI&SMI
7 A WOOD SUBSTRATES
8 A CONCRETE SUBSTRATES - 6'•0" 8'-0" 50• 50 50• 50 LMI&SMI
'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
9 A COMPONENTS&BILL OF MATERIALS
PREPARED BY:
INSTALLATION NOTES: Ik
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398GDMMBFACHBLVD..STE.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE ABLE 74"MAX.O.A.WIDTH Daau Bmv,a am
FOR QTY. PH:(95)399878
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFaz.L9z.)3m<23s
1 1/2"TYP. wte:w,"N.da!emgalDmsDm
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP. 3"TYP.
En
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALLLj
G2 — — — — G2 H '
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR J J m N Q
MANUFACTURER'S INSTALLATION.INSTRUCTIONS.
m o
p z0^ 6
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR io O��
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE a W LL c
SHELL OF BLOCK. F, ti 0. F g a s
6. FOR 2X,STUD CONSTRUCTION,ANCHORING OF THESE PRODUCT5:SHALL BE THE SAME AS FOR 2X BUCK ti S2 w p"r
O
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THEz m = O = C'--I
FOLLOWING PROPERTIES: z 1z O Zo
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3—"i < ¢ Z = W-.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. j U�t 0 w O w U
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O? ,n �+ w Z t
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHd U
OF 2000 PSI. y�y• F•'7
~B. SEE SHEETS AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN TIVE Z ACT E F-
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BYJ DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM A2 3.T P A2 kdd Multi-Point Lock&Radius GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. DZ - 3"TYF D2
ANCHOR TABLE 1 TYP.ANCHOR LAYOUT
Z 6'd'OR e'-0'000RNOGtrt NIS DONMtNI 1 IpXG DPOPS,DK
6'8"DOORS 8'0"DOORS i 'Hus LNOTBFFRF 4WUCED�IN WMDIF OP IaN
WIIWUi WPTFN CON3FNt OP BUILDING DROP3,INC.
aFFMTIDNS NIDnION3.IDG[NGI3}IKG.OR Oill[P
ANCHOR MIN. MIN.EDGE It OF #OF oNcs%Nrws lgCN.l Ti Fj I PtRenmio6ND
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.GA
EMBEDMENT DISTANCE ANCHORS AT ANCHORS AT ♦�� S F,
SPACING AT ♦ _AE O
SIZE SPACING AT i
HEAD/SILL 1AM85 HEAD/SILL ♦ \' „ �
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CLUSTERS CLUSTERS `♦ (V � �
Z. .O
2X WOOD'BUCK NOTE:
WOOD SCREW p10 OR FRAMING 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 _ : 7 3-*'
INACTIVE AND ACTIVE DOOR PANEL * .
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4° '2-1/2" 17-1/2" 4 17-1/4" 4 ORIENTATION IS INTERCHANGEABLE.
:130 i,•
ELCO ULTRACON i/4" CONCRETE/CMU 1.3/8"-LONG 1" 17-1/2" 4 17-1/4" 4 '��i��iS """'�� G��♦`
1-1/4".-CMU �jplyp(. ��n��♦♦♦
398E oilEl,(Idl,1144 1336
TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 Duuasuota33ow
FBRF¢PT.ocnutwRvanW No.295M
2-#12X3"P1H B2
SCREW C2 I-STRIKE PLATE EZ
HOPPE#1965090 2.98X3"PFH F2
SCREW 1-STRIKE PLATE LE
AGAL 1-STRIKE PLATE
NOTE: LATE DATE:
INSERT PLUG HOPPE#2098945 Z-48 HOPPE#1965040 0�•OS•
------ - INTO BED OF SILICONE SCREWS DWG. Y: CHK. Y:
o^o. DETAIL F2 DETAIL12 GL�TJIVI SS MSS
DETAIL C2 TYP.ASTRAGAL)
TYP.ASTRAGAL roa MULTI-POINT DETAIL H2 7YP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION TYB.TOP ASTRAGAL MULTI-POINT STRIKE
H2 LOCATION DWG.#:
DETAIL 82 1-BOTTOM SHOOT 2-#9%21/2'PFH MULTI-POINT ONLY STRIKE PLATE 12 A010854A
PFH SCREWS STRIKE LOCATION LOCATION � 2-#9X21/2"PFH SHEET: OF9
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4#9%21/2°PFH Z::Z�45CREWS
W1 STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED ( PFH SCREWS
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE
q INSWING SILL SECTION VIEW PLATE FROM �OUTSWING SILL SECTION VIEW G HEAD SECTION VIEW
HARDWARE KIT BFE DEARUCIF2Mf 2 INSWING3NOWN OUiSWNG SMIIat
sFaDnaLazonaa6ovE
PREPARED BY:
BUILDING DROPS,INC.
398 E DANK BFACH BLVD..STE.338
OAN W BEACN,R 330m
PN:ty5113998G)8
Faz:l95.1)m:a)38
4 1/2"TYP. 41/2"TYP.
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�TYP.ANCHOR LAYOUT
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IH6OONx:EHiDINE PPO "OF BUil0iNG0 ,WC
NDSNALLNOTBE 0.EPn00Du01N WNOlF OR
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ALTFMTONS,AODIilONS.INGNDGIrtWG,00.mHEB
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.F O' 6'8"DOORS 8'0"DOORS ,b T T i
z z P ANCHOR MIN. MIN.EDGE MIN.CENTER i�O
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER
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L7� SPACING AT SPACING AT
�o JAMBSJAMBS ` �;
2X WOOD BUCK 2X WOOD BUCK INSTALL. 39ecDa }
J',J�a1� 358
w' ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4' 25" 30-1/4" oANaBrAogavoDE
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ELCO ULTRACON 1/4" CONCRETE/CMU 1-314„COMC 1” 4" 25" 30-1/4'
3 2X WOOD BUCK INSTALL 4 2X WOOD BUCK INSTALL.
moss sErnox 3 smtvltw
DATE: 02.05.14
DWG. Y: CHK. Y:
NOTES:
GLITJM I SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2.
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG,N:A010854A
SHEET: OF 9
3
PREPARE7BY.
BUILDPS,INC.398 E.DLVD-9 3383300L8..m WI!din8dmrs<om
1
m to N G
8
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0 m 0 4 Q
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F
REMARKS BY DATE
dd MultFPoint Lock&R.adiusLt GL 06/23/14
is DUDING MGM,
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OLITSWING 4 OUTSWING Bvgaa.aauTluvaanoxx0-57B
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM I SS MSS
SCALE: NTS
DWG.s:A010854A
SHEET: OF 9
4
PREPARED BY:
HINGESCHEDULE
DOOR HEIGHT QUANTITY HINGE DETAIL : Q ,
PLACE#9 X 2-1/2/2"PFHPFH SCREW NEXT TO WEATHERSTRIP
3
`\ BUILDING DROPS,INC.
81.0. a
398 E.DANK BFACN eWD.$iE.138
dwW BEACH,G133ro1
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14 USE 3/4"LENGTH FOR V-8"DOORS 0
USE 1"LENGTH FOR 8'-0"DOORS WO o
1 MEETING STILE 3 HINGE JAMB `
5 OUTSWINGSHOWN-INSWING SIMILAR rJ OUTSWINGSHOWN-INSWINGSIMILAR �7
F
REMARKS BY DATE
dd Multi-Point lock&Rat i.LL GL 66/23/14
NMEnI SIx rxor x)r of uxnc DxDla,W<
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78
DATE: 02.05.14
1-MULTI-PT LOCK STRIKE PLATE / (6-B UNITS) DWG. Y: CHK. Y:
15-#8 X 13/8"PFH GL/b SS MSS
DETAIL AS (8-0 UNITS)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS
FASTENING DWG.#:A010854A
SHEET: OF 9
5
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANK BFAM BLVD.,8TE.118
D/INa BFACN,rL33CDf
PH:I95e139B8498
raz:L95.dmgd. ct
wfa:wwY,.wBamRammsom
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cc
m w LL 2.
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR T C cZ
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS C)a N F -'2 a
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Z BY m g
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m m g 1/8"TEMPERED GLASS O 4 Q Z
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18 18 19 20 = °
REDI-SEAL RED[-SEAL I DOW 995 SILICONE
(j)6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GWE DETAIL 4 GLAZING DETAIL
6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.LO.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BYJ DATE
621/2"MAX.D.L.O.HEIGHT 783/2'MAX:MLO.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY dd MultFPoint Lack&Radius Is GL 06/23/14
UNMfHI frNE PPO rYp 7BT..U95's
' pNU SIIFLL NOr BF RERRUDUQDIN Yrt�OIF DR VART
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SSAMSS
SCALE: NTS
DWG.n:A010854A
NOTE: SHEET: OF 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON G
AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING V
DETAILS SHOWN ABOVE.
PREPARED BY:
BUILDING DROPS,INC.
� 398 E BANw eEnCH BLVO..STE.]38
paxw BEFCn,R 3388°
MN:(99<139984)8
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J 2
O �
mm
a
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_� F— gam`-N`.
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SILICONE WOOD ANCHOR
SEE TABLE ON SHEET 2m
N. ¢_
�W
ED EWi
I DIST. WOODANCHOR O Ln r�
SEETABLESHEET2 W a SEE TABLE ON SHEET2 a p �+o
I w�
w :J::����
W J 2X WOOD BUCK
z¢
2X WOOD BUCK �
0.25°
MIN. r
MAX. ,EDGE DIST. REMARKS BY DATE
SHIM SEE TABLE SHEET 2
WOOD ANCHOR
SEE TABLE ON SHEET 2 MIN.EMBED. dd MulK-Point Lock&Radius GL 06/23/34
SEE TABLE SHEET 2
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING a w;Lnru nrt PRovEBrr or Bunowcoxovs,i
ENDURA ZAIL4566F MIB]xn TMREPROBUQDIn wndF ORPMr
vnrnairwRrtrex con3Exr or Bundrw onovs,ixc
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x WOOD ANCHOR WOOD ANCHOR w.Ruxcsro rron:Bo<�Mr��pSxor PEAumEB MM
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2
SILICONE SILICONE
W W W 2X WOOD BUCK * `*
ut 2X WOOD BUCK .n �i �`•�••••........'G\ `�
398E BWI(Effflict TE.3r8
MIN. MIN. onxwaE�en]9ow
EDGE DIST. EDGE DIST. EevEwm.aaurn Ranironxo.)pne
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL 7 OPERABLE SILL
7 OUTSWING HIGH BUMP OUTSWING DATE: 02.05.14
AFCO J-2297 AFCO H-097
DWG. Y: CHK. Y:
GL/TJM I SS MSS
SCALE: NTS
DWG.JI:.A010854A
SHEET: OF 9
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARE7BY:
BUILDOPS,INC.398 E.BBLVTI..STE.338DFL338M8498.ane6dmmsom ��
L
LLJ
J
F O
ti C1 N Q
C .♦— W vai
MIN. r 1X WOOD BUCK ¢ m M g 6
EDGE DIST. W (OPTIONAL) CONCRETE ANCHOR U D
SEE TABLE SHEET �� '-.a': SILICONE SEE TABLE ON SHEET �¢ N
zow 04 w y
CONCRETEANCHOR Q ~ Z.
SEE TABLE ON SHEET 2 ! Z w We
Z
,xn CONCRETE/ % - W J O
w MASONRY -'•r' % p U
C) c
z.¢ _ BY OTHERS % E
1X.WOOD BUCK :A P
(OPTIONAL)
o 2 N CONCRETE/ EDGE(N.DIST. REMARKS BY DATE
MAX.
�F'F� MASONRY SEETABLESHEET2
SHIM dd Multi-Point Lock&Radius L GL 06/23/14
CONCRETE ANCHOR BY OTHERS
SEETABLEONSHEET2 CONCRETE/MASONRY BY OTHERS
MIN.EMBED.
SEETABLESHEET2
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL
BOLLw1 REREPO�Y Of BUAWN6D0.0r5,
8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING ANosx unoraE eEVB aomsnw Eo9 vAm
ENDURA ZAIL4565F N�nirzBanorAoanoNswciwciw.oBooni aF'
w.ABU I 3N6 oowEn �xoTP—TEUAuo
lttt
CONCRETE ANCHOR `\\\ �$F.
SEE TABLE ION SHEEP 2
CONCRETE ANCHOR :
SEE TABLE ON SHEET 2 SILICONE ? ••:�O
ql xis 7
p t3 SILICONE d IZ
mN� :a a• my a a• b T T O
w n
0 441
w CONCRETE/ f~ CONCRETE/ �i '••....•••'• G\ `sBY OTHERS BY OTHERSem
MASONRY MASONRY
39a EBni FML•14 ;�c 336
WNNBE•OL FL330B3
MIN. MIN. FavEMa.aFAurxo9runaNNo.x9rre
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL 7 OPERABLE SILL DATE: 02.05.14
8 OUTSWING 8 HIGH BUMP OUTSWING
Y:DWGCHK.
AF CO 1-2297' AFCO H-497 . Y:
GL�TJM SS/MSS
SCALE: NTS
DWG.s:,A010854A
SHEET: OF9
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ^
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CXJ
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS
ITEMN DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK Q
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE 398 E.OANiA GLIM BLVD.,STE.]38
1 FRAME HEAD/JAMBS LAMINATED VENEER �vn:l9saal3vvs-Be7ea
LUMBER Q ran:laselrm.M
wEB:www.wcamsaoPs<aN
COMPOSITE VI
ASTRAGAL,ENDURA ULTIMATE HURRICANE = J
2 6063-T6 ALUMINUM -
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
3 (NOT USED) - j LL o'p m$
4 ENDURA ZAIL4565F THRESHOLD - C)�
Li Q o�mm
NLLw�
5 AFCO 1-2297 THRESHOLDrz-
6 (NOTUSED) - O Q 00 m g n
7 AFCO H-497 THRESHOLD
8 WEATHERSTRIP
URETHANE FOAM&
POLYETHYLENE a O® cc Q ^o
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE
10 (NOT USEDJ WOOD HANDLE W z '
m o HEIGHT Lu
11 (NOT USED) WOOD a o �
° o �7K
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL
O QED
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 6 @ O
14 BUTT HINGE(SEE SCHEDULE SHEETS) - p V
15 KWIKSET LOCK SERIES 400 STEEL F1^�.(�. REMARKS BY1 DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL 4 O oUo dd Multi-Point Luck&Radius LE GL 06/73/1
4
HOPPE MULI-POINT HARDWARE HLS9000 ob
STEEL
17 (SEE SHEET FOR HARDWARE AND FASTENING DETAILS)
T "
18 ODL LITE KIT(LMI) 6063-T6 ALUMINUM
NMLN DINE Y0. 1r 0i 0UnWN6 OxOP`C
gxO5N4LLN0T0EREPR00
19 FLUSH GLAZING LEG FIBERGLASS ,p `N uamwxas0—T
wlrnourwxrtecry consexi oEBunwxG oaovs,INc.
ALT[RATUINS AUOINONS IUGIIUGIRING.OR ONILR
20 ODL LIPUTE KIT(RADIUS LITES) PC ABS MNauxcsroTN�s ooaiM.�r IcBxor vsarnRo.xo
F.
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RIALUMINUM
DATE:o 02.05.14
0.06" I
DWG. Y: CHK. Y•
MOO
'— a Gt TJM SS'IVISS
4.56" NTS
� ~
4.563" 1 .4'62 —�1 DWGEu:.A010854A
1,78^ SHEET: OF9
9
Florida Building Code Online Page 1 of 1
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Code Version 2014 FL# 16674.2
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Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Other ALL
Search Results-Applications
I=LA Tgpp- Manufa,,q_turer X41k&ted By Status
FL16674- Editorial JELD-WEN National Accreditation& Approved
R6 Change FL#:FL16674.2 Management Institute
History Model:B Design Pro/Smooth Pro Fiberglass (804)684-5124
Description:Single(X)Impact Glazed Fiberglass Door,
3'-0"x 6'-8"and 3'-0"x 8'-0",Inswing and Outswing
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 mall.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:
MTT ® e9 M
Credit Card
Safe . .
https://floridabuilding.org/pr/pr_app_lst.aspx 10/4/2017
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Product Approval Menu>Product or Aoolication Search>Apolication List>Application Detail
FL# FL16674-R6
Application Type Editorial Change
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived I
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
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
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e 1 Y08I3ShBDtL... 10/4/2017
Florida Building Code Online Page 2 of 3
Date Submitted 03/15/2017
Date Validated 03/17/2017
Date Pending FBC Approval
Date Approved 03/19/2017
Date Revised 06/30/2017
Summary of Products
FL# Model,Number or Name Description
16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC N1011919.01-R7.ndf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC N1011919-R7.0
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010851A SS 2014-09-26.pdf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2750 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011918.01-R5.01'
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI01191.8-R6.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010852A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R6 AE PER2751 SS 2014-09-26.1)df
Created by Independent Third Party:Yes
16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"
Fiberglass and 6'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC N1011916.01-R7.pdf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011916-R7.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010853A SS 2014-09-26.pdf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2752 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8"
Fiberglass and 6'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC N1011917.01-R5.0
Approved for use outside HVHZ:Yes FL16674 R6 C CAC N1011917-R6.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010854A SS 2014-09-25_pdf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2753 SS 2014-09-26.odf
Created by Independent Third Party: Yes
16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011922.01-R8.ndf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC N1011922-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=WGEVXQwtDgsHepng4%2fS6elYOSI3ShBDtL... 10/4/2017
Florida Building Code Online Page 3 of 3
Design Pressure:N/A 03/30/2026
Other: Installation Instructions
FL16674 R6 II A01O855A SS 2014-09-26.ndf
Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER2754 SS 2014-09-26.1)df
Created by Independent Third Party: Yes
16674.6 F Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Impact Glazed
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC N1011924.01-RS.udf
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011924-R6.odf
Impact Resistant:Yes FL16674 R6 C CAC NI013412.1)df
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: 03/30/2018
Installation Instructions
FL16674 R6 II A010856A SS 2014-09-26.1)df
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R6 AE PER2755 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Fiberglass Opaque Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC NI011914.01-R7.Dd
Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011914-R8.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R6 II A010857A SS 2014-09-26.1)df
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R6 AE PER27S6 SS 2014-09-26.1)df
Created by Independent Third Party:Yes
16674.8 H Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Fiberglass Glazed Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R6 C CAC N1011915.01-R5.1)df
Approved for use outside HVHZ:Yes FL16674 R6 C CAC N1011915-R6.01'
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other: Installation Instructions
FL16674 R6 II A010858A SS 2014-09-26.pdf
Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R6 AE PER2757 SS 2014-09-26.Ddf
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.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:
® RE M
.,.Credit Card
Safe.
https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsHepng4%2fS6el YO8I3ShBDtL... 10/4/2017
.NOTICE OF PRODUCT CERTIFICATION
H
.so
. CERTIFICATION.NO: NI01.1918.01-R5
DATE: 03/25/2014
CERTIFICATION,PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
.g REVISION DATE: 08/18/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICettification.com.to assure that the
product is active and currently listed..Tlvs certification represents;product conformity to the applicable specification and
that certification;criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review andadvise NAMI if at corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD=WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard .Approved"Fiberglass Glazed In-Swing or
Klamath.Falts,OR, 97601 Out-Swing'Side-Hinged Door
Configuration:X
Glazing:lG-118 Tempered-Glass/Laniinate-118"Annealed
Glass/0.090"Solutia FVB Interlayer/l/8"Annealed Glass
IS Frame: W=952mm(37.50") H-2487mm(97.93")
OS Frame:'W-952mm(37.50") 11-2470mm(97.25")
Panel: W-9.08mm(3535") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION, PRODUCT RATING
ASTM_E283-D4/E330.-02 Design Pressure: +5.01-50 psf
TAS 202=94 Wind'Zone 3 -Missile.Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:X
AAMA 1304-02
Product Tested.By; National.Certified Testing Laboratories
Report No: NCTL-210=3918-01/NCTLr210-3924-02/SJW201'3-�23'1/SJW2013 234/SJW2013-
235/SJW2013.251/SJW2013-252/SJW2013-253/NCTL-2-10-3924-01/NCTL-210-3925-
03/SJW2010-003/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-
068/SJW 201.4-071/SJW2014-069/SJW2014-0797W-1670/W-1703/W-1783
Expiration Date: March 30 2018 .
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Alemorial:H ghway
Hayes,VA 23072
Tel: (804)684-5124/ Fax: (804)684-5122
.!
No
.jW I ,N- D- W& A D 0 iO,R S'
DESIGN PRO /SMOOTH PRO FULL LITE
IMPACT APPROVED
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) -
GENERAL NOTES:
00 o
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT --
INTERNATIONAL
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE � ti
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDINGTO THE FOLLOWING: 00
• ASTM E283-04 z_ 6
• ASTM E330-02 z
• ASTM'E1886-05 H 3�
�
• ASTM.E1996-06 0 z
• AAMA 1304-02
• TAS 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY'OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION,
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS.D.ETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.FOR WIND ZONE 3 OR LESS.
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1,300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN
GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON. RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS
AT DP+/-50PSF-ONLY.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS.NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT,PRODUCT.SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCHTHAT OVERHANG(OH)RATIO=OH LENGTH-=OH HEIGHT IS>-1.0
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 B TYPICAL ELEVATIONS;DESIGN PRESSURES,AND GENERAL NOTES
2 A TYPICAL ANCHOR LAYOUTS AND NOTES
3 A OPTIONAL 2X BUCK.ANCHORING DETAILS
4 A VERTICAL ASSEMBLIES
5 A HORIZONTAL ASSEMBLIES
6 A GLAZING DETAILS
7 A WOOD SUBSTRATES
8 A CONCRETE SUBSTRATES
9 A COMPONENTS&BILL OF MATERIALS
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS`REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).. MAXIMUM ALLOWABLE
SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(Sj SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND:EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO
STUCCO,FOAM,BRICK VENEER,.AND.SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING,AND SHALL;BE'INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION.INSTRUCTIONS.
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION.ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION,.ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION.ANCHOR CAPACITIES:FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.,
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DI.STAN.CE ARE ACHIEVED.
ANCHOR TABLE
6'8."DOORS 8'0"DOORS
ANCHOR MIN. MIN.EDGE
ANCHOR TYPE SIZE. SUBSTRATE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C.
SPACING AT SPACING AT
JAMBS JAMBS
2X WOOD BUCK:
WOOD SCREW #10 p12 FRAMING 1-1/2" 3/4" 17-1/2 17-1/4"
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17=1/2" 1.7-1/4"
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 17=1/4"
1-1/4' -EMU
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1"
B2 2-#9 X 2 1/2"PFH
SCREWS
DETAIL.D2 25 26
2-#9 X21/2"PFH TYP:HOPPE
PFH SCREWS MULTI-POINT SHOOT BOLT
® PLATE LOCATION
DETAIL B2 (RH PLATE SHOWN)
TYP.HOPPE D2
1-
MULTI-POINT SHOOT BOLT BOTTOM SHOOT
BOLT PLATE
PLATE LOCATION HOPPE#2098911
q. SILL SECTION VIEW C HEAD'SECTION.VIEW
2 INSWING SHOWN OUTSWINGSIMILAR 2 INSWING SHOWN OUTSWING SIMILAR
SEE DETAIL B2 SEE:DETAIL D2
41/2"TYP. 41/2"TYP.
1 1/2"OFFSET
aMP.ANCHOR LAYOU
'3 PTIONAI ZX BUCK IN CONCRETE/MASONS
1 1/4"MIN.EMBED TYP:.
z_
SEE TABLE
ci o o `' G•
ANCHOR TYPE
w
ED
0
"' 2X WOOD'BUCK INSTALL.
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE
ITW TAPCON
e32X WOOD BUCK INSTALL. (1)2X WOOD BUCK INSTALL. ELCO ULTRACON .
" CROSS SECTION 3 SIDE VIEW
NOTES:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3.
11
INTERIOR EXTERIOR. EXTERIOR �•
4
.1 OPERABLE HEAD r3 OPERABLE SI
4 OUiSWING.SHOWN-INSWING SIMILAR 4, INSWING
ENDURA ZAIL4565F
EXTERIOR '/
INTERIOR' EXTERIOR
_ 6
o �
o �
5 OPERABLE ADA SILL 6 OPERABLE SI
4, INSWING/OUTSWING ,4 INSWING
ENDURA 11-1105000 AFCO A-276/P-2000
11
11
9 INTERIOR
$ INTERIOR EXTERIOR
Ui
C=) -
g OPERABLE SILL 9 OPERABLE SI
4, OUTSWING 4 OUTSWING
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4!
HINGE SCHEDULE
DOOR HEIGHT QUANTITY
6'-8" 3
4
j/.
1819
INTERIOR INTERIOR
1-#9 X 24,
�. FLATHEAD
3-#9 X 3/4
FLATHEAD
EXTERIOR EXTERIOR 0
4-#9 PHIU
17 USE 3/4"LI
USE 1"LEN
1, LOCK JAMB, r3 HINGE JAMB
5 OUTSWING'SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR
9-#9 X 13/4"PFH13-#8 X 13/8"PFH
8-#9 X 21/2"PFH W/HARDWARE W W#8 2"PFH%STRIKE HARDWARE 15-#8 X 13/8"PFH W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDW,
4-MPL STRIKE PLATES
21
20
EXTERIOR. EXTERIOR
=rn
INTERIOR o INTERIOR
1r 11
4 ROCKWELL MULTI-POINT LOCK JAMB 5" HOPPE MULTI-PO
5 OUTSWING SHOWN.-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMI
V.MAX. 1"IMAX.
1/2"AIRSPACE 1/2"AIRSPACE
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERR
1/8"ANNEALED:GLASS 1/8"ANNEALED GLASS
0:090"'SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER ui
Z,m 7; On Zm
N 1/8"TEMPERED GLA_ SS 1/$"TEMPERED GLASS N
co
Ln �g �g
� 0.
DOW 995 SILICONE DOW 995 SILICONE
22 22
REDI=SEAL REDI-SEAL
1 V-8" GLAZING DETAIL. 2 :8`-0" GLAZING DETAIL 3 1
6 201/2"MAX.D:L.O.WIDTH 6 201/2 MAX.D.L:O.WIDTH 6
62.1/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT
.NOTE:
FRACTIONAL GLAZING,INCLUDING INTE
BETWEEN:GLASS,DECORATIVE,EXTERN,
AND RADIUS(SHAPED)LITES ARE APPR(
DETAILS SHOWN ABOVE.
• 2X WOOD BUCK
ry
w
Lu
2
MIN. �n
EDGE DIST. Lu
m ��� WOOD ANC
SEE TABLE SHEET2, p¢ SEE TABLE
w I-
N. _..... N
.F
i1WJ 2X WOOD BUCK
�W
Lnuj
25
0
In
. '
N i
o in_ MAX.
WOOD ANCHOR SHIM
SEE TABLE.ON SHEET 2 MIN.EMBED.
SEE TABLE SHEET 2
1 HEAD (TYPICAL) 2 JAMB (TYPICAL)
OUTSWING.SHOWN-INSWING SIMILAR , OUTSWING SHOWN-INSWING SIMILAF
SILICONE
SILICONE
2X WOOD BUCK
4 OPERABLE :SILL 6 OPERABLE SILL
7 OUTSWING.-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED
AFCO:J-2297 AFCO A7.276/P-2000
SILICONE
2X WOOD BUCK
g OPERABLE SILL 9 OPERABLE SILL
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR,REQUIRED
AFCO A-117 ENDURA ZOBL4565F
E OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD O,R JAMB AS LONG AS MINIMUM,
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
MIN. N 1X WOOD B
EDGE DIST. w (OPTIOI
SEE TABLE SHEET 2
(LD.m • %
j� C
N Lu F • S
Lu •+
Luw %
m N s n ► . .: CONCRETE/
w
.m MASONRY
BY OTHERS
g w
Lu
N j
1X WOOD.BUCK 4.,
(OPTIONAL)
N a= = I I MAX.
o N 'a• -►{-�� SHIM
CONCRETE ANCHOR
SEE TABLE ON SHEET 2,
CONCRETE/MA:
MIN.EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) 2 JAMB (TYPICI
O OUTSWING•SHOWN.-INSWING SIMILAR' $ OUTSWING SHOWN-,INSWING
SILICONE
SILICONE
CONCRETE/
MASONRY
BY OTHERS
4 OPERABLE SILL 6 OPERABLE SI
8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQ
AFCO J-1297 AFCO A-276/1)-2000
SILICONE
d d' d d"
CONCRETE/
MASONRY
BY OTHERS
g OPERABLE SILL rg OPERABLE SI
8 OUTS.WING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR RE(
AFCO A417 ENDURA ZOBL4565F.
OPTIONALLY,ANCHOR CAN BE PLACED IN'NARRO.W
SECTION OF HEAD OR JAMB-AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
BILL OF.MATER.I.ALS Rol
• ITEM# DESCRIPTION MATERIAL 20
FINGER-JOINTED PINE
SOLID PINE
1 FRAME HEAD/JAMBS LAMINATED VENEER
LUMBER
COMPOSITE
2 (NOT USED) -
3 (NOT USED) -
4 ENDURA ZAIL4565F THRESHOLD -
5 AFCO J-2297 THRESHOLD -
6 AFCO A-276/13=2000 THRESHOLD -
7 AFCO"H-497 THRESHOLD -
8 AFCO A-117 THRESHOLD -
9 ENDURA ZOBL4565F THRESHOLD -
10 ENDURA HCISOOO ADA THRESHOLD
11 WEATHERSTRIP URETHANE FOAM&
POLYETHYLENE
12 NON-COMPRESSION SHIM(0.25"'MAX.THK.) COMPOSITE
13 (NOT USED) -
14 (NOT USED) -
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL
16 CONC./CMU ANCHOR(SEE,ANCHOR TABLE SHEETS 2&3) STEEL
11 BUTT HINGE(SEE SCHEDULESHEET5) STEEL
18 KWIKSET LOCK SERIES 400 STEEL
19 KWIKSET DEADBOLT SERIES 780 STEEL
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT
ZO ROCKWELL MULTI-POINTTONGUE LATCH#73228780 8-0 UNIT STEEL
21 HOPPE'MULI-POINT HARDWARE HLS9000 STEEL
22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM
23 FLUSH GLAZING LEG FIBERGLASS
24 ODL LIPLITE KIT(RADIUS LITES) PC ABS
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL
OFRAME HEAD/JAMBS 4 ENDURA ZAI L4565F O AFCO J-2297
VARIES,SEE BOM ABOVE O THRESHOLD THRESHOLD
L, z Ln
//
14 xf
�II
�- - 4.563""
4.56" --� t� 5.62"
AFCO H-497 THRESHOLD. NDURA ZOBL4565F S AFCO A-117 THRESHOLD 9 E
0 o THRESHOLD
Ln -a
OEM
tD -
Ln
} m 4.58"
4.62' I- 4.56