HomeMy WebLinkAbout345 Fairfield Dr (2)— E^2/19/2018 10:58PM 4076340400 LISACOOK DECKERDOORS PAGE 46
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT AP
PLIICATION
Application No: A-Iq4-
Documented Construction Value: S 2534.75
Job Address; 345 Fairfield Drive Sanford, FL 32771 Historic District: Yes ❑ No ❑
Parcel ID: 32-19-31-51i116-0000-0230 Residential FYI]Commercial1-1Type of Work-,Nevv u Addition ❑ A.lteration ❑ Repaiir ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Replace rear door unit size for size
Plan Review Contact Person: Title:
Phone:
Fax: Email:
Property Owner Information
Name Pedro and Maria Rodriguez
Street: 345 Fairfield Drive
City, State Zip:Sanford, FL 32771
Name Daniel T. Decker
Street: 724 Brooks Court
City, State Zip: Winter Springs, FL 32708
Name:
Street:
City, St, Zip:
Bonding Company -
Address:
Phone: 321-276-8717
Resident of property?
Contractor Information
Phone: 407-696-0830
Fax: 407-696-7356
State License No.: CBC1250499
Architect/Engineer Information
Phone:
Fax:
E-mail: T
?Mortgage Lender:
Address_
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 JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as abdicated. I certify that no work of installation has
commenced prior to the issuance of a permit and that all work will he performed to meet standards of all laws regulati ng construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, j}
furnaces, boilers, heaters, tanks, an() air conditioners, etc. 0Ov
F6C 105.3 Shall be inscribed with the date ol'application and tht: cote in effect as of that date: 5i1' Edition (2014) Florida Building Code
OFFRsvi.>ed:lutte36:2p15 - Perm itApplication
L
aa/19/2019 10:5ePM 4076340400 LISACOOK DECKERDOORS PAGE 47
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits requited from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
5igneture OiQ�wier/Agen(
Print Owner/Agent's Nan)e
S;.Si)a(Jtc of Notaq,-State of Florida I7alc
/1'/J'I07( / 3-lz 4I
5 imature of Contractor/Agent Date
Daniel T. Decker
Print Contractor/Agent's Name
17
jignatur p'N la StaeofF Date
tts� dut ►tr
80W.11
j ������urtttru»��i�`%'•.
i
+^. State of Florida
Owner/Agetit is Person n In t Me or, �`rF955554 Co tractor/.Agent is
Produced ID Type of ID. — Feb' 202�r duced ID Ty
Permits Required
Construction Type:
Total Sq Ft of Bldg:
BELOW IS FOR OFFICE USE ONLY
Building ❑ Electrical ❑ Mechanical ❑ PlunnbingQ Gas
Occupancy Use:
Min, Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of I -leads
APPROVALS: ,ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
fdy. T�Povvrv( to %0—
a' rr
.r ! oz
. +• 4.
, ~J`
r�umntnt������` •
`Roof ❑
Flood Zone:
# of Stories:
Plumbing - # of ,Fixtures
Lire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 54D,t S<
Reviwd:.tune30,20i5 Permit Application
02/19/2018 10:58PM 4076340400 LISACOOK DECKERDOORS
PAGE 52
20,01FA Property Record Card
P R
ParcFA: 32-16)-31-516-0000-0230
Property Address: 345 FAIRFI ELD DR SANFORD, FL. 32771
Parcel Information
Value Summary
Parcel 1: 32.19-31-516-0000-0230
2018 Working
2017 Certified
RODRIGl MARIA T
Values
Values
...... ............. ...
Owner'
RODRIGUEZ, PEDRO F
Valuation Method
Cost/Market
Cost/Market
Property Address 345 IAIRFIELD OR SANFORD, FL 32771
Number of Buildings
1
Mailing 345 FAIRFIELD DR SANFORD, FL 32771
vepreclaled il Value
$144,437
$136,100
Sul Name CELERY I AKF5 PHASE
Depreciated EXFT Value
$350
$363
Tax District Sl-SANFORD
Ill Value (Market)
$32,500
$32,500
DOR Use Code 01-SINGLE FAMILY
Land Value Ag
$177,287
SIU8,963
Portability Adj
Save Our Horries. Adj $o $0
Amendment I Adj so $13,852
P&G Adj $0 $0
Assessed value 1 77, 2 87 $ 1 55,1 11
Tax Amount without $01-1, $3,044.54
2017'rax Bill A[[LouLqj $3,044.54
Tax Esfinllto,
Save Our Homes Savings: $0,00
Doss NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 23
CELERY LAKES PHASE 2
PB 65 P13S 29 & 30
Taxas
p . . .
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
.. . ....... ...... ........ ........ ....... .. ..
County General Fund
$177,287
$0
$177,287
Schools
$177,287
$o
$177,2$7
City Sanford
$177,267
$0
$177,287
SJWM(Saint Johns "later Management)
$177.287
$0
$177,287
County Bonds
SI77,267
$0
$177,287
....... .
Desoription
pate
T'
Book
Pag6
Amount
I Qualified
Vaclimp
WARRANTY DEED
$200,000
Yes
Improved
SPECIAL WARRANTY DEED
511f2008
$185,000
No
Improved
CERTIFICATE OF TITLB
31112008
06947
16611
$100
No
Improved
SPECIAL WARRANTY DEED
- --- ------- - ---- ......
2/112006
06,139
7
1102
$280,500
Yes
Improved
........ ...
Land
Method Frontage
Depth
i Units
Units Price
Land Value
'LOT
$32,500
Building Information
3Be 116--t Heje.
0 Description Year Built Pixtures
Sod 1 Bath Base
Area Total SF
i Living SF i Ext wall
Adj Value
Repl
Value I Appendages
Actual/Effective
02/19/2018 10:58PM 4076340400 LISACOOK DECKERDOORS PAGE 49
NtUt1VFD 02/16/2018 06:11PM 4376340400 LISACOOK DECKERDODRS
2018-02-16 17:13 Home Depot; 0264 COS 4073331117 » 4076340400 p 1/1
`7 rl 4— wade l l of T7 No. H0264-68005
E)DP-A Home improvement Agreement
PLEASE READ THIS
Important additional information regarding Customer's rights may hts contalned In an attached Slate Supplement.
Scone: This "Agreement" consists of this page, the following General TermB and Conditions, the Invoice, the state
Supplement if applicable, and any drawings or Change Ostlers expressly made a part of this Agreement. The Agreement is
between the Customer identified on the Invoice and The Home Depot. Any installation services provided under this
Agreement shall be performed t5y a licensed and insured third party Authorized Service Provider. The Home Depot does not
perform architectural or engineering services, nor does it make structural changes to dwellings or other structures. The Home
Depot and its AuthgriZed Service Provider will perform installation seNiCB* in accordance with applicable raw.
P_ ant Sehedul ; Paynioht is required Immediately as follows:
Payment: $_ 7F �4 7� Due in full immvdiatoy.
Sales Tax: $ If applicable.
Total Amount of 5ale: tnctucles all applicable discount:, rabates, and
taxes. Excludes finance chargg5."
"Any interr$t payments or other finance Charges will be determined by Customer's separate cardholder or loan agreement, to which The
Nome Depot is NOT a party, and will be in addition 10 Customer's payment Under this Agreement. Cudlomer is Subject to the terms and
conditions of the cardholder or loan agruement, as applicable. No funds should be made payable to Authorized Service Provider;
however, Authorized Service Provider may donee! Customer's payment(S) made payable to The Hume Depot,
Anticipated Delivery r In*1PIIatlen Sch tout,
Start
Date:
c ante anct Au riz flan: Customer authorizes The Home Depot to order and arrange for the delivery of all goods
and services included on the Invoice. Customer further agrees and understands that this Agreement is the entire
agreement between Customer" and The Home Repot with regard to said goods and services and supersedes all prior
discussions and agreements, either oral or written relating to said goods and services. This Agreement can not be
assigned or amended except by a writing signed by Customer and The Home Depot, Customer acknowledges and agrees
that Customer has read, understands, voluntarily accepts the terms of and is entitled to and has received a complete copy
of this Agreement at the time Customer Slgns the Agreement, installation Professional's license number and permitting
Information may need to be provided later and as such this information may be omitted at the time this Agreement is
signed,
is Sin u : The parties to the Agreement agree that the Signal signatures of the parties included in this
Agreement are intended to authenticate this writing and to have the same force and effect as the use of manual signatures.
Customer acknowledges that he or she is the person named on The Home Depot contract number Identified on the point of
sale device.
CANCCLLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR
OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE
THiRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT
ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY
LAW IN CUSTOMER'S STATE, Under such circumstances. Customer's payment(s) will be returned within ten (1 D)
business days after The Home Depot's receipt of Customer's notice,
Aectptea by: n
Authorized Borvice PrOVICIVea Full BusIneserTrade Name, Address and
License No. Or NO(S)„ As appllceble!
'Jeense Nom---
Aulhorized SarVICe Froviders Tel. No.
02/16/2018
�L-
A' v59ociatc'n1Authorrzcd 3ervicp PIOMef s Full Sian iture
AsSOO'alc, Please print y6urraIp4per60n'5 license number, lfQpplicabie.
Home oepol U.B.A. Inc„ 2455 Paces Fcrry Rood, N.W.. Bldg e,a, Atisnta, 070,9ia 3033e
Page 11 of 17 iVO. H0264-68005 Customer Copy
02/19/2019 10:58PM 407G340400
C
LISACOOK DECKERDOORS
PAGE 48
THIS INSTRUMENT PREPARED BY:
Name: Daniel T. Decker
Address: 724 Brooks Ct.
Winter Springs, FI. 32705
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number: 32-19-31-513-0000,0230
0ANT IIALOYn SENINOLE -,f-'O HTY
Ci._ERK OF "MCU11' COURT a. CONF'TROL.LER
BK Ps, 1237 (1Pes)
CLERF:'W w 1?Ia1ECl29b31
RECORDED Ci3/19.-/2013
RECA14..)ING FEES $10.00
RECORDED BY Je+_kQn,,c)
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.
1_ DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 23 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30 /// 345 Fairfield Drive Sanford FL 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Replace Door
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
`Name and edd�ess; Pedro and Fyiaria Rodriquez 345 Fairfield brive Sanford FL 32771
Interest in property: 100 °lo
Fe Simple Title Holder (if other than owner listed above) Name: n/a
4. CONTRACTOR: Name: UeCker Doors Inc. Phone Number: 407-696-0830
Address: 724 Brooks Ct. Winter Sprin s , FI. 32708
S. SURETY (If applicable, a copy of the payment bond is attached): Name: n/a
Address: Amount of Bond:
6. LENDER: Name: n/a
Address;
Phone Number:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
8. In addition, Owner designates
of
to receive a copy of the Llenor'r Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number;
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING IQ OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFOR5 COMMENCING MIORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: __-
Pedro or Maria Rodriguez
(Slgnature ar ovmsr or Lesse , or weer s o 9 77 (Print Nerne 9nd Provide Signatory's ntlerolaCe)
Authodzed Or�c2rorector/Partner/Mana
State of 'FL— County of Se W t
The ing Instrurn was acknowledged before me this n C) day of tr q Cz u
hy `C Y D _ ` �z',rry
Who is personally known to me ❑ OR
Name d pgr9on m kl 6latement C7 ,,,�
who has produced Identification pf identificationproduced:��o
swva. z O
Notary P:.k ' Florida
,T
7, 2020 Notary slgnamre v n u
„.. ..___._ w0�O
w O a
0
v C'i a n m
CITY OF
ZANFORD
ME DEPARTMENT
Building & Fire Prevention Division
DOORS / WINDOWS PERMIT GUIDELINES
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
r'
IT Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
2-" Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
❑- ` Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
0' A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
GY'` Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
❑ Owner Builder Statement / Affidavit (if the owner is the applicant).
(Must be signed in person at the Building Department)
12' Two (2) copies of an exterior wall floor plan indicating size, type and location of windows/doors.
E�-` Completed and signed Statewide Product Approval Specification Form.
C�7 Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Effective: August 1, 2017
REQUIRED OTSPIEcCTI ON SEQUENCE
i �TQi � ➢Y1�I�TQs �1�1f&11'lE�i'�
Mnn
1y1I��s
12222202 l(Descrn hu®n.
Footer / Setback
Stemwall
Foundation / Forme Board. 'Survey
Slab [Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing— Walls -
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre: Demo
Final Demo
Final Single Family Residence
Final. Building. Other
R EWS EIID: June 2014
AQIld rann: z lc J.'�A._ f, l
Min
Max
Inspection.
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Minn
Mays Ins2ection IlDescri2don
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min
MaxrR2�RonI
D
Mechanical Rough
Mechanical. Final.
{
min Mays
r
Ims echion.IIDescri hn®an
Gas Underground
Gas Rough
Gas Final
LIMITED POWER OF ATTORNEY
I hereby name and appoint:
r`il�zR 6 e �h Gao,�
(Print Name of Appointee)
Decker Doors, Inc.
(Company Name of Appointee)
to be my lawful attorney -in -fact to act for me in applying to ( &/C:�n 'c
Government commercial / Residential Permitting for a permit enabling work to be performed at the location
below - described and to sign my name and do all things necessary to this appointment:
tiJ2 Section
Township
3�
Range
5�I14!'
Subdivision
Block
34,5" )!�-44ie td br
2 50 Lot
E
(Project Address)
(Owner of Property)
6alyx-< -e-- (Owner of Address)
Signed: opt
n (certified contractor signature)
Date:
Certified Contractor: Daniel T. Decker
(printed name)
Contractor License #: CBC 1250499
State of Florida
County of Orange
Sworn to and subscribed before me this _Q\' day of QCO\76 by
Daniel T. Decker (name of person acknowledged) who is p rsonally known to me.
(Notary Public)
Commission expires:
LESLIE A. TISCHLER
MY COMMISSION # GG 039221
... P EXPIRES: October 24, 2020
FORM power of attorney/042501/dv oFOF d �.•' Bonded Thru Notary Public Underwriters
RECORD COPY
REVIEWED FOR
A PERMIT ISSUED SHALL BE
LICENSE TO PROCEED WITH 1
AUTHORITY TO VIOLATE, CA
ASIDE ANY OF THE PROVISIOI
CODES, NOR SHALL ISSUANCI
THE BUILDING OFFICIAL F
REQUIRING A CORRECTION i
CONSTRUCTION OR VIOLA
#18-1419
COMPLIANCE
'ONSTRUED TO BE A
4E WORK AND NOT AS
I,CEL, ALTER OR SET
S OF THE TECHNICAL
OF A PERMIT PREVENT
i0M THEREAFTER
F ERRORS IN PLANS,
IONS OF THIS CODE
2/13/2018
Florida Building Code Online
4
BCIS Home Log In User Registration ; Hot Topics ( Submit Surcharge I Stars & Facts Publications FBC Staff BCIS Site Map Links Search
Flod( L#
'd r
Product Approval
P; USER: Public User
Product Approval Menu > Product or Applicat;on Search > Application List > Application Detail
a..
µ� FL # FL13541 R14
" Application Type Editorial Change
Code Version 2017
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
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
fbcl@jeld-wen.com
Jason Kantola
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA 1304
ASTM E283
ASTM E330
TAS 202
Year
2002
2004
2002
1994
Product Approval Method
Method 1 Option A
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 1/3
2/13/2018 Florida Building Code Online
Date Submitted 02/01/2018
Date Validated 02/02/2018
Date Pending FBC Approval
Date Approved 02/07/2018
Summary of Products
FL # Model, Number or Name
_...... .................. .........._........._.........._.._........_..._......_..........__...._......_.._.._......_.._.........._.._......_.............._.._....__...._.._....__.._..........._.._.._...__.._.._.-...........................-......_.._.._......-....._.._.._........_.._.._........................,.._......................_.._......................_.._......_.........._.......
Description
._ ........
13541.1 A. Design Pro / Smooth Pro / Studio
Single (X) Opaque Fiberglass Door, 3'-0" x 6-8" and 3'-0" x
Fiberglass
8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_R14_C-CAC_ NI011906.01-R7.pdf
Approved for use outside HVHZ: Yes FL13541_R14_C_CAC _NI011906-R6.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541R14.__IIA010831A SS 2014-09-26_pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14 AE_PER2742 SS 2014-09-26.12df
Created by Independent Third Party: Yes
i--
13541.2 ; B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and
j Fiberglass 8'-0", Inswing and Outswing
_ __.__.... ..... ................ - ........ ....... _._.._.._...._.._._......_.._....._._...._.........._......_..,_...___..... _..... _._......_.......... ...... -....... __... ._.............. ......... .-....__..... .._................ _........ ........... .... _..__.__..._._.._.._....
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_R14_C_CAC_NI011921.01-R6.pdf
Approved for use outside HVHZ: Yes FL13541_R14_C_CAC_NI011921-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541_R14_11_A010832A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2743 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
........... ......... _....................._................. ........... ................ ................... ,......... _......................................................... ................... ........ ........................ x................ _... _._.......... ............................__..................__.
13541.3 C. Design Pro / Smooth Pro / Studio
Double (XX) Opaque Fiberglass Door, 6-0" x 6'-8" and 6-0" x
Fiberglass
_........_..-__._....... ... _......... _._..._..._.... ............. ...... ................ ................................ .... ............. _.......... _.._._............._ ......_.II.._...._....___
8'-0", Inswing and Outswing
....... _.__.... ............ ........ --.1-....._._._........ ....__...._...... _..... ..._....._....... _-.......... -..._................... __...... ....... . ............ _............... ...
Limits of Use
I Certification Agency Certificate
Approved for use in HVHZ: No
FL13541_R14_C_CAC _N1011907.01-R6.pdf
Approved for use outside HVHZ: Yes
FL13541_R14_C_CAC_NI011907-R6.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
03/30/2026
Other:
Installation Instructions
FL13541_R14_11_A010833A SS 2014-09-26.pdf i
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2744 SS 2014-09-26.pdf
.................. ................ ._..................... ... _..... ..... ........... -..................... ._......................... ..._._...__......_.......... .... _......... .................... ......
Created by Independent Third Party: Yes
..... ........._....... .......... ........ _.................. _........._......_........._..... ................................. _........................ _........................ _...._...... _................ ...... _...... ...
13541.4 _ D. Design Pro / Smooth Pro
Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x
Fiberglass
Limits of Use
8'-0", Inswing and Outswing
Certification Agency Certificate
Approved for use in HVHZ: No
FL13541_R14_C_CAC _NI011908.01-R7.pdf
Approved for use outside HVHZ: Yes
FL13541._R14_C_CAC _N1011908-R7.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
03/30/2026
Other:
Installation Instructions
FL13541_R14_II_A010834A SS 2014-09-26.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2745 SS 2014-09-26.pdf
Created by Independent Third Party: Yes —�
_......__...__._...-.......... ....... .._......_.................... .........__.___.._............_._.........._............._..._..__._..........................._..........
13541.5 E. Design Pro / Smooth Pro /Studio
-...._..............._.._.......... _...._..__..................-......-__......_...................._.._._..._.,......_...... _........... ....._._......._......._._......._.._.._......._...._.......,
Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass
iI Fiberglass
......... -..__...................._.._.,._.._.__.._......._...........__..............................._._...._...___.....___...._............_____....._..
j Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing
..__......._._..... __.__............ _..._...-.......__._.....__......_.._...............
........
Limits of Use
Certification AgencyCertificate...
ertificate
Approved for use in HVHZ: No
FL13541_R14_C_CAC _NI011910.01-R7.pdf
Approved for use outside HVHZ: Yes
FL13541_R14_C_CAC_NI011910-R7.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
03/30/2026
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 2/3
2/13%2018
Florida Building Code Online
Design Pressure: N/A
Installation Instructions
Other:
F iL 3541_R14_II_A010835A SS 2014-09-26.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2746 SS 2014-09-26.pdf i
i ............... .... ._............... ._..... _._........_...__......... _._-.... _........ -........._............ _... ............. .._.... ..................... ............_........... _................... ...
—
Created by Independent Third Party: Yes
...... _..... ...................................... ................ _._.... _.
13541.6 1 F. Design Pro / Smooth Pro
Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass
1 Fiberglass
_...._.._._..._.—..__._.........._......................... _._............. __.......... _.......... _.... _
Door, 9'-0" x 6'-8" and 9'-O" x 8'-0", Inswing and Outswing
_...........__..._..._...._._.............._._._._....-......._....._.........._..._..._......_._.._..._............._.._.-...........-----........__..............._......._...__....._..._.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL13541_R14_C_CAC _NI011923.01-R7.pdf
Approved for use outside HVHZ: Yes
FL13541_R14_C_CAC _NI011923-R7.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
03/30/2026
Other:
Installation Instructions
FL13541_R14_II_1354I.6.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2747 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.7 G. Design Pro / Smooth Pro / Studio
Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque
Fiberglass
Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and
i
Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL13541_R14_C_CAC_NI011911.01-R7.pdf
Approved for use outside HVHZ: Yes
FL13541_R14_C_CAC_NI011911-R7.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
03/30/2026
Other:
Installation Instructions j
FL13541_R14_11_A010837A SS 2014-09-26.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2748 SS 2014-09-26.pdf
Created by Independent Third Party: Yes j
_._.__.._................. _....... ............... _...... __.............. :_.._..._..........._._.........................._.......... ...... .... ._.......... _... _.......... _._..,._...........
13541.8 1 H. Design Pro / Smooth Pro
........... _.......... .......... _........................... _.._._.._._......... _............. _... _............. .............. _............. ........ _.... _........ ................................ _.......... _.._.
Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed
i I Fiberglass
Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and
i
Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL13541_RI4_C_QAC_NI011912.01-R7.pdf
Approved for use outside HVHZ: Yes
FL13541_R14_C_CAC _N1011912-R7.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
03/30/2026
Other:
Installation Instructions
FL13541R14_11_A010838A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_AE_PER2749 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
ii,zc:k fvz�a.t
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please dick here .
Product Approval Accepts:
MMMERM
�8
f securit1 [I 1ICIc 5
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011908-R7
DATE: 03/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 02/01/2018
To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the
product is active and currently listed. This 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 and advise NAMI if anv corrections are reauired to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro/Studio"
3737 Lakeport Boulevard
Fiberglass Full Lite
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: Insulating Glass (Tempered)
IS Frame: W-1879mm(74.00") H-2081mm(81.93")
OS Frame: W-1879mm(74.00") H-2063mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Qualifies Configurations: XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251 /SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930-
01 /NCTL-210-3930-02/SJW 2014-069/SJ W 2014-079/W-1662/W-1699/W-1783/w-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: N1011908.01-R7
DATE: 03/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 02/01/2018
To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the
product is active and currently listed. This 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 and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro/Studio"
3737 Lakeport Boulevard
Fiberglass Full Lite
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: Insulating Glass (Tempered)
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame: W-1879mm(74.00") H-2466mm(97.12")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1587mm(78.87")
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Qualifies Configurations: XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251 /SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930-
O 1 /NCTL-210-3930-02/SJ W2014-069/SJ W 2014-079/W-1662/W-1699/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
° A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@ buildingdrops.com
Product Evaluation
Of
JEL,D-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No.
Current Florida Building Code
Method: 1— A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro /Smooth Pro Full Lite
Non -Impact
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: C-0" X C-8" (Nominal)
6'-0" X 8'-0" (Nominal)
Prepared For:
JELD-WEN, ion..
3-737 Lakeport Blvd.
Klama h Halls, OR. 97601
``j%%111LI//jj1/
g F. ,,
• • : o
Prepared by:
1=1e°mes=orekro, P.E._
Florida Professional Engineer # 73778
Date: 09/22/2014
Contents: '// illOjlllll N%
E] t' I? If Pa es 1— 4
V. ua ion epo g
Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E.
Reason: I am approving this document Florida No. 73778
Date: 2014.09.26 15:22:43-04'00'
BUILDING DROPS
Q A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro / Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
6'-0" X 6'-8" (Nominal)
6'-0" X 8'-0" (Nominal)
Date: 09/22/2014
Report No: 2745
Scope:- This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc.
based on Method 1a of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does 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.
This product has been evaluated for use in locations adhering to the current International Building
Code, International Residential Code, and Florida Building Code.
See Installation Instructions A010834A, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current International Building
Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excluding
the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010834A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010834A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 0
/2014
Certificate of Authorization: 29578 Report Noo:: 22745
45
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute (FBC Organization # QUA1789).
Performance Standardsf The product described herein has been tested per:
Referenced Data:
• ASTM E283-04
• ASTM E330-02
• AAMA 1304-02
• TAS 202-94
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report #
Report Date:
NCTL-210-3918-01
10/04/13
NCTL-210-3924-02
12/18/13
SJW2013-234
12/09/13
SJW2013-235
11/26/13
SJW2013-251
12/23/13
SJW2013-252
12/23/13
SJW2013-253
12/23/13
NCTL-210-3925-03
02/07/14
SJ W 2014-032
04/22/14
NCTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
SJ W 2014-069
07/07/14
SJ W 2014-079
07/07/14
2. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization # QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Date: 09/22/2014
Report No: 2745
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon
or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (A010834A) for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX. OVERALL
DESIGN PRESSURE (PSI")
NOMINAL SIZE
MISSILE
CONFIGURATION:
IMPACT
INSWING
t�UTSVWIIkICa
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
xx
6vn0,n
6 811
5D*
50
50's
50'
NON=IMPACT
XX RADIUS
6t-0"
6'-8"
50*
50
50'*
50
NON -IMPACT
XX
F -O'
8'-0"
50*
50
0-.
50
NON -IMPACT
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
JELBrWEN
DESIGN PRO/SMOOTH PRO FULL LITE
NON -IMPACT
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
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
(FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ASTM E330-02
• ASTM E283-04
• 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 DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 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 AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED-8 FOR 6'" DOORS AT DP a/ -SO PSF ONLY.
7. NOTE: AFCO H-497 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
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS 2 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
4 1
5 a
3
ti
6
\
3
6
2
d l2
4
=
6 C
6
LL
ACTIVE
®
INACTIVE
3 3
5
\
/
a a a
T1
TYP. ELE
8'-8VATION 1
" GOON HEIGH
4 3
5 a
r
Z
r
6
3
6
/
1
\
H
=
D 21
5
-
n =
f
i
nQ
ACTIVE
e
INACTIVE
c
�LL
t
z
3
x
5
\
/
\L!�7_j
a a n
��z�/ TVP. ELEVATION 2
�/ 8'8"DOOR HEIGHT
NOTE:
INACTIVE AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE.
a
0
0
CONFIGURATION
MAX. OVERALL
NOMINAL SIZE
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
WIDTH
HEIGHT
INSWING
OUTSWING
POS.
I NEG.
POS.
NEG.
XX
6'-0"
6'-8"
50•
50
SO'
50
NON -IMPACT
XX RADIUS
6'-0"
6'-81,
50'
50
50'
50
NON -IMPACT
XX
6'-0..
50`
50
50'
10
NON -IMPACT
-gee Ut:IVCRAL NUI❑ /, �MttI 1, -UK WAI en INFILI RATION APPROVED SILLS.
PREPARED BYIQ�
BUILDING DROPS, INC.
898 E. DANIA BEACH BIVD., STE. 338
DANIA BEACH, FL 33004
PH: 195413998478
A%: 19541744 4738
WEB: A. buAdir9d,OP3.lO
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REMARKS
I BY
FDATE1
Add Multi -Point Lack
GL
O6/12/14
Add TAS 202-94 Standard
I SM
09/22/14
S F.lyO i
*Qer j 0
/
= o TTC�1 Qj
aR{O....^' 4
39e E. DnAl,f lfrptN�rI8,41E'33e
Iigit.11y signed by Hermes F. Norero, P
eason: I am approving this document
Late: 2014.09.26 14:55:17-04'00'
DATE: 02.05.14
GL/TJM I SS/MSS
SCALE: NTS
DWG, Js: A010834A
SHEET: OF9
1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 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(S) SHALL BE A
NON -COMPRESSIBLE COMPOSITE 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.
S. 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 DISTANCE ARE ACHIEVED,
ANCHOR TABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SUBSTRATE
MIN.
MIN.EDGE
MAX. O.C.
#OF
MAX. O.C.
#OF
SIZE
EMBEDMENT
DISTANCE
SPACING AT
ANCHORS AT
SPACING AT
ANCHORS AT
HEAD/SILL
HEAD/SILL
JAMBS
CLUSTERS
JAMBS
CLUSTERS
WOOD SCREW
#10
2X WOOD BUCK
1-1/2"
3/4"
17-1/2"
4
17-1/4"
4
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17-1/2"
4
17-1/4"
4
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8" -CONIC
1-1/4" - CMU
1"
17-1/2"
4
17-1/4"
4
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
11-5/8"
8
14-3/8'
6
2-112X3"PFH B2
SCREW 04 C2
1- STRIKE PLATE
HOPPE #1965040
NOTE:
-
INSERT PLUG
INTO BED OF SILICON
oqo.
DETAIL C2
TYP. ASTRAGAL
INSERT PLUG WITH
2- #9
X 2 1/2" PFH MULTI -POINT
DEFR11- BOTTOM SHOOT PFH SCREWS STRIKE LOCATION
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG
W/ STD. REINFORCEMENT PLATE (INSTALL IN SILICONE BED
(INSWING ONLY)
UNDER REINFORCEMENT PLATE)
A INSWING SILL SECTION VIEW
2 SEE DE ML B20R Q A
FOR QTY.
1 1/2" TYP.
3
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PLATE FROM
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z TYP. ANCHOR LAYOUT
6'49" OR 8'A" DOOR HEIGHT
TYP.
NOTE:
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1-TOP ASTRAGAL 1-STRIKE PLATE
STRIKE PLATE HOPPE #1965040
2-#9 %3" PFH
SCREWS
DETAIL 12
DETAIL H2
TYP. TOP ASTRAGAL/
TYP. TOP ASTRAGAL
MULTI -POINT STRIKE
ONLY STRIKE PLATE
H2 LOCATION
LOCATION
12
2-#9 X 21/2" PFH
SCREWS
HEAD SECTION VIEW
2 NSWINGSHOWN—WINGSIMIUR
PREPARED BYIQ�
BUILDING DROPS, INC.
398 E. DANIA BEACH SWO., STE, 319
DANIA BEACH. EL 330M
IN (9SAI3998".
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DATE: 02.05.14 1
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2
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--'EXTERIOR
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QUANTITY
INTERIOR L4\1\d, /
HINGE DETAIL AT IAMB:
PLACES X2-1/2" PFH SCREW NEXTTO WEATHERSTRIP
1- #9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
f— 3- 89 X 3/4" PHILLIPS
FLATHEAD WOOD SCREW
EXTERIO\
4-N9 PHILLIPS FLATHEAD WOOD SCREW
14 USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
3 --- HINGE JAMB
5 OUTSWING SHOWN - INSWING SIMILAR
3-#8X2"PFH
1 - MULTI -PT LOCK STRIKE PLATE
DETAIL AS
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FASTENING
4 - d8 X 1 3/8" PFH
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HOPPE g2512296
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13 - p8 X 1 3/8" PFH 1
�""U� TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY
(6-8 UNITS)
15 - N8 X 1 3/8" PFH
(8-0 UNITS)
COMES WITH HARDWARE
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH—D., STE. 338
A BEACH, FL 33004
PH: 19541399 8478
A%: (954I144 4738
WEB:—.bI,.IdmBd,lps.Ip
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DATE
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GL
06/12/10
WITHOUT EN CONSENTOF 811LDiNG DRA_AY
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DATE: 02.05.14
DWG. V: CHK. Y:
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SCALE: NTS
DWG. a: A010834A
SHEET: OF9
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PREPARED BY:
Z
1" MAX.
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1" MAX.
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1" MAX.
� 3/4" AIRSPACE
INTERIOR
3/4" AIRSPACE
1" MAX.
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318 E. OANIA BEACH BWO., STE. 338
DANIA BEACH, FL 33004
PH:Issal39se478
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FOR OVAL, SUNBURST, AND ROUND TOPS
W
62 1/2" MAX. D.L.O. HEIGHT
78 1/2" MAX. D.L.O. HEIGHT
78 7/8" MAX. D.L.O. HEIGHT
ONLY IN 6'B" UNITS AT DP+/- SO PSF
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06/1
NOTE:
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS
BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS (SHAPED) LITES ARE APPROVED
IN ALL GLAZING DETAILS SHOWN ABOVE.
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DATE: 02.05.14
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SHEET: OF 9
6
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SEE TABLE SHEET 2
w
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z_¢ �
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(X) HEAD (TYPICAL)
7 % OUTSWING SHOWN - INSWING SIMILAR
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
2X WOOD BUCK
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7
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ILICONE
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SILICONE 6WOOD ANCHOR
SEE TABLE ON SHEET 2
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SEE TABLE SHEET 2
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7 INSWING
END URA ZAIL4565F
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I SHEET 2
ILICONE
2X WOOD BUCK
MIN,
EDGE DIST.
SEE TABLE SHEET 2
Oj
OPERABLE SILL
7
HIGH BUMP OUTSWING
AFCO H-497
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANTA BEACH BLVD., STE.33B
C—A BEACH, EL 33004
eH: 1954)3998478
FM: (95417A4.4738
WEB:—.blbdmgCrops—
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BY I DATE
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DATE: 02.05.14
DWG. Y: CHK. Y:
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SCALE: NTS
DWG. Is: A010834A
SHEET: OF9
7
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BIND., 5iE. 33B
DANDAEACH,FL33DD4
VH:19941399Ba>8
1954174E 4738
W fB: www.builtlingtlro0ssom
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MIN. 1X WOOD BUCK
EDGE DIST. (OPTIONAL) Q n7 m LL
SEE TABLE SHEET SILICONE CONCRETE ANCHOR
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CONCRETE ANCHOR Z
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o I.. —�--�— MAX. MASONRY/ EDGE DIST.
CONCRETE ANCHOR .4• SHIM BY OTHERS SEE TAB LE SHEET2 REMARKS BY DAT
SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS
MIN. EMBED. Add Multi -Point lock aL as 12
SEE TABLE SHEET 2
HEAD (TYPICAL) /'-�2 JAMB (TYPICAL) Q OPERABLE SILL
8 OUTSWING SHOWN - INSWING SIMILAR $ OUTSWING SHOWN - INSWING SIMILAR ` Q INSWING
ENDURA ZAIL4565F
ROUT W—ENECONSENTOE BUILDING
CONCRETE ANCHOR ABN m5'T fi4uo AI * A
SEE TABLE ON SHEET _n� No "I"
CONCRETE ANCHOR \ `` S ,I II
SEE TABLE ON SHEET 2 `
SILICONE
SILICONE o ` C, • 4Y�
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MASONRY MASONRY 'i T .......
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MIN. MIN. 19 ESAYii lNQITM"
EDGE DIST. EDGE DIST. D.2957B
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL (�7) OPERABLE SILL
8 OUTSWING $ HIGH BUMP OUTSWING DATE: 02.05.14
AFCO 1-2297 AFCO H-497
DWGY: CHK. Y:
GL.�TJM SS�MSS
SCALE: NTS
DWG. #: A010834A
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENDURA ULTIMATE HURRICANE
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
6063-T6 ALUMINUM
3
(NOT USED)
-
4
ENDURA ZAIL4565F THRESHOLD
-
5
AFCO J-2297 THRESHOLD
-
6
1" O.A. IG TEMPERED NON -IMPACT GLASS
-
7
AFCO H-497 THRESHOLD
-
8
WEATHERSTRIP
-
URETHANE FOAM &
POLYETHYLENE
9
NON -COMPRESSION SHIM (0.25" MAX. THK.)
COMPOSITE
10
2X WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
11
1X WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
12
N30 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
13
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
14
BUTT HINGE (SEE SCHEDULE SHEET 5)
-
15
KWIKSET LOCK SERIES 400
STEEL
16
KWIKSET DEADBOLT SERIES 780
STEEL{
17
HOPPE MULI-POINT HARDWARE HLS9000
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
I
STEEL
18
ODL LIPLITE KIT (NI)
PLASTIC
19
FLUSH GLAZING LEG
FIBERGLASS
20
ODL LIPLITE KIT (RADIUS LITES)
PLASTIC
OFRAME HEAD/JAMBS
VARIES, SEE BOM ABOVE
PREPARED BY:
17 HOPPE MULT-POINT LOCK
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., — 338
DANIA REACH,FL33D04
O PH: 19541399 8478
4%: 19541744.4738
WEB: ww P.ildmgd,.,_
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ANONi. POONXlNSM *ING.OB O3HFi
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II
398 E. DARIR BU#H*j11.41E: 330
EBeE CFeD NIAV7HOI, FL 33NNO. 39s78
O ALUMINUM
ASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD
o DATE: 02.05.14
0.06" DWG. V: CHK. Y:
G L/TJ M IK�l:
4.56" � I ,. .,,<..-...,.' I SCALE: NTS
4.62" I DwG. a: A010834A
1.78" SHEET: OF 9
9