HomeMy WebLinkAbout1410 W 13 Pl05/10/2018 11:46PM 4076340400 LISACOOK DECKERDOORS PAGE 49
:a
'' i CITY OF SANFORD
BUILDING & FIRE PREVENTION
14JAI 2. 0 ` PERMIT APPLICATION
Application No:
Documented Construction Value: $
2124,88
Job Address: 1410 West 13di Place, Sanford, FL 32771 Historic District- Yes ❑ No ❑
Parcel ID: 35-19-30-503-0000-0620 Residential E Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Derno ❑ Cbange of Use ❑ Move ❑
Description of Work: Replace, front and left side cajrpqrt.door unit size for size
Qovr.S/ab
Platt Review Contact Person: / ✓1 41C-f� Title:r-
Phone: ya 7- 4,41( OND Fax: ZIor- 411l1 2JZ,'i Email: (�L4.41hoo, epm
Property Owner Information
Name Dawn Jackson
Street: 13169 Fox Hunt Lane 4440
City, State Zip: Herndon, Virginia. 20171
Phone: 407-792-9262
Resident of property? :
Contractor Information
Name Daniel T. Decker
Street: 724 Brooks Court ^ TM
City, State Zip: Winter Springs, FL 32708
Name:
Street:
City, St, Zip:
Bonding Company;
Address:
Phone: 407-696-0830
Fax: 407-696-7356
State License No.: C13C1250499
Architect/Engineer Information
Phone:
Fax:
E-mail-
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROVURTY. 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 BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated_ J certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 501 Edition (2014) Florida Building Code
Revised: tune 30, 2015 Permit Application D
05/10/201e 11:46PM 4076340400 LISACOOK DECKERDOORS PAGE 50
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 of this county, and there may be additional permits required 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.
5 tgnature of Qwner/Atrent
Print Owner/Agent's Name
.Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID 'type of ID
Signature of Contractor cnt Date
Daniel T. Decker
Pript Contrajctcr/Agent's Name
signatu ofNotary-State of Florida Date
ELIZABETH COOK
MY COMMISSION # GG 189555
y,F OF rI�p EXPIRES: January
10,, 200211
Bor4w Thru Notary Pubyc unJewts
ers
Contractor/Agent is
Produced ID _ Type of ID -
BELOWIS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric W # of ,Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Leads — Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
CO1V1M)CNTS:
Revised: June 30, 2035 Permit Application
REQUIRED H4SPEcC]CION SEQUENCE
IRPff. 14_'7A4?q
Rum DING PEP.Mr,
M➢n Max Inspection Descrn fllon
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / 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
MOO
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
.Address:
Min Max. Ins2ection IlDescid Lion
Electric. Underground
looter / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min
Max
Inspection Descri2tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
M� KANT , Z,1P°��U�'Q
Min Max: I(nS ec tion Dtescril2tion
Mechanical Rough
Mechanical. Final
_
.r
Min
M�?Y
rns ection. Desern 1tion
Gas Underground
Gas Rough
Gas Final
R EWSlED: June 2014
05/10/2018 11:46PM 4076340400 LISACOOK DECKERDOORS PAGE 54
....... .....
tnavtarotx�on,cra �SilZ4;,�y F�ec�r<�_ aril
4�� Parcol: 5 I 1 ;,U r;O;t_OObD_l;i,;:0
;-r: n:Nsx,licp5lnrry N_C7RKlA Property Address: 1.1-10 'I:irFl Pt. ::� ;NFOltO, FL 32771 i
i
Parcel information Value Summary
Parcel 35 19 30 503-ODDD-o620
2018 Working 2017 Certlfled
:....... ...... . Owner(s) j JACKSON, DAWN S
j Values Values
Valuation d 5UMarket Cost/Market
Property Address l 1410 13TH pL SANFORD, FL 32771 'luatlo Method C
_... Number of Buildings 10 1
Mailing I PO BOX 71 SANFORD FL 32772 0071
�. _. Depreciated Bldg Value $28,741 $27,162
Subdivision Name 1,..F...A....L.
,La.,..\�Q...CG„ LO... NIZ.A.T...L.,L .,?f.41.�....0.............._1.L...._..t..).R....DS:......De
preciated
ct sled EXFT VaI
ue
Tax District 51-SANFORD
.................. ...... .._.........
$8,613nd VaI () $8,613
DOR Use Code 01-SINGLE FAMILY
._.....I......_....._..... ._........ ............ gildValue Ag
,
Exemptions
y - sS1 z_ $37. 54 $35,775
� Portability AaJ
Save Our Homes Adj $0 $0
- j ! Amendment 1 Adj $0 $0
Ct S ; P&G Adj $0 $0 I
Assessed Value $37,354 $35,775
{ 6361 I
Tax Amount without SOH: $6$1-2l
1 j i I ; 717 "rax Bill Amount $681,22
_ Save Our Homes Savings; $0.00
1 � � t
t A._._ ..,.,., •...y l 50 " Does NOT INCLUDE Nan Ad Valorem Assessments
t...,.:.,..,,.
j ! Sert111' Wle County GI5
Legal Description
I.OT 62
FLA LAND + COLONIZATION
COS ADD TO SOUTH SANFORD
PB 1 PG 73
Taxes
Taxing Authority
Asse smant Value Exempt Values
Taxable Value
County General Fund
_...._..............-
$37,354 .
- ....... _
$0
_ . _............,
$37,354
Schools
$37,354
$0 .
$37,354
j City Sanford
$37.354
$0
$37,354
SJVVM($aint Johns Water Management)
$37,354
$0
$37,354
County Bonds
.,
S37,354
....,
$0 '
$37,354
Sales
Description j Date Book Page I Amount Qualified Vac/Imp
i
PROBATERECORDS - ..._.._., .......___.._...... — -- .....:..:..:............. ..... ....... ..._.....
------ - ..,-- - - - ......., ...... ...... ........ 2 $10D No Improved
------..
11l112013 i)811�+i 7ryr ;
_.._,. ....... .........
.. i
Land
Method 1 Frontage Depth Units Units Price Land Value i
r=RONT FOOT & DEPTH 50.01) ....,...,.. 140.00 0 _,...... _ .,, _,._ $974 00 . ...... .... .... .... $&,813
Building Information .._.._........._...........__..........:.:......._...,. - ....
_
Is Bed B h coUnt.it rind? Cli^k H ,
..Year Effective._,.........._. ........... .........._......................,,........,.,..............._.....::.
# I Description - ilt
I Fixtures i Bed Bath Base Area i Total SF Living SF Ext Wall j Adj Value Repl Value Appendages
J--- - _
........ .......... .................__...... _.... _..........,..,.. _.. ,. - - - ...1,.. °---._........... .................
1 SINGLE 1965 6 3 936 1,308 936,.._......
CONC
$28,741 $42,573 "
FAMILY Description Area i
BLOCK
LIMITED POWER OF ATTORNEY
I hereby name and appoint:
' ' OW U S ( - (/t Q I�- (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 S- ojw�V'61
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:
35 Section
I
�0
Township
Range
53 Subdivision
'-a— Block
(v. 2-0 Lot
A Q W . P j a cc/ ,, Sqw4�V6� (Project Address)
//aa
r i 1T �, 'I�t(Owner of Property)
li-6 1Gg � V X yL � � (Owner of Address)
h -111GASM
Signed:
(certified contractor signature)
Date: �S- 3-- -/ 4
Certified Contractor: Daniel T. Decker
(printed name)
Contractor License #: CBC 1250499
State of Florida
County of Orange
Sworn to and subscribed before me this day of AO�tic Q0\�. by
Daniel T. Decker (name of person acknowledged) who is personally known to me.
(Notary Public)
Commission expires:
FORM power of attorney/042501/dv
LESUE A. TISCNLER
MY COMMISSI N # GG 03G221
EXPIRES: Ociober 24, 20'20
cF F„' Bonded Thru Natary Public Underwriters
2018-05-22 08:24
,6INM'
RECEIVED 05/22/2018 08:23AM 4076340400 LISACOOK DECKERDOORS
Home Depot 0264 COS 4073331117 » 4076340400 P 1/1
Home Improvement Agreement
PLEASE READ THIS
Important additional information regarding Customer's fights may be contained in an attached State Supplement,
Scooe: This "Agreement" consists of This page, the following General Terms and Conditions, the Invoice, the State
Supplement if applicable, and any drawings or Change Orders 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 by 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 nthet structures- The Home
Depot and its Authorized Sevke Provider wit1 perform installation services in accordance with applicable law.
Payment Schedule: Payment Is required' Immediately as follows:
Payment: $__ _ 2174 RR Due In full immediately.
Sales Tax: S n It applicable.
Total Amount of Sate: S - 217Q Ag - Includes all applicable discounts, rebates, and
taxes. Excludes finance charges.
'Arty "list payments or other finance charges Vrill'be determined by Customers separate Cardholder or loan agreement, to which The
Home Depot is NOT a party, and will be In addition to Customer's payment under this Agre ment. Customer is subject to the terms and
condfilons of the cardholder ar tam agreement. as applicable. No funds should be made payabe to Authorized Service Provider,
however; Atithorized•$ervtce•Provider may collect Customers payment(s) made payable to The Home Depot
fticloated pelt=f Installation Schedule —
doNve 'gate: TBQ start Date' 05/Qj12p18 -- . _ Finish Date' 0�/Q6L2Q78 _
AM61111MM, and Authorizidigm 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 btltweeh Customer and The Home Depot with regard to said goods and services and supersedes all prior
discussions and agr6enients, 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 raccived a complete copy
of this Agreement at the finis Customer signs -the Agreement. Installation Professional's license number and permitting
information may need to be provided later and its such this information may be omitted at the time this Agreement Is
signed.
Electronle 2Ionature: The parties to the Agreement agree thatthe digital signatures of the parties included in this
Agreement are Intended to authenticate this writing and to have the same forts and effect as the use of manual signatures.
Customer acknowledges that he br she Is the person named on The Horne Depot contract number Identified on the point al
sale device.
CANCELLATION: 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 (10)
buslness days.after The Home Depat's receipt of Customer's notice.
Accopted by;
x 4W l / 05/18/2018
Atdhoraed Service Provider's Fill mmin iisr!'rade Name, Addreas.am
Lkonse No. or No(s)„ as app6paft
License NOW,
service
X
AssodatoWAulhoriaed Service Providals Full Signature
Date
Associate: Please print your salesperson's license number, if applicable.
HM6 06Dot OJ SA 1W. 2496 Paoas Ferty RdK NX, eldp a 7. AUMI& Georgia 90eee
3=11
No. H0264-79859
Lo
• 149' MAX. OVERALL FRAME MOTH DO
O
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT ? 'D.MAXX 36.375" MAX. cj 0
-- . PANEL WIDTH --
6'-8" DOUBLE DOOR WITH / WITHOUT S►DEL►TES I W/ASTRAGAL I FRAME WIDTHuo
J
--------- ... 4. 5C O
GENERAL NOTES
W
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I i
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, (( ' _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON co
! I
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELRES. F
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC. w i7 E
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 E
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ! 4 a
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4s
4500 HOURS XENON ARC METHOD 1 ( �
0
o r!
DOUBLE DOOR UN17 W/SIDEIaLTE$ n�
AdtNndlm to 4!9 i
� CA
Ceffag aNc.: 3 3 313 m
In n to cn
03lBRst Zi F
o� z
¢I w
U � J
W
.....:-. _...._.... ...._..._....____"--- .... _... ..... .._._...:... '_ I
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ovVM
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SINGLE DOOR UNIT MUBIX-P.M UN1T �1NGLE:._2AS2B...Udfl tNGLE DS2QH::.1d6UT S1d�LE DQ �li1lI:.1xL51J2ELLIES DL26lRLE AQS2R:»b1NlI...kYISInC! TFS
q�jlt$IDELITE WITH SIDELTE
- DATe 7 11 05
TABLE OF CONTENTS Scut N.T.S.
S�HEE�T, # , DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES _ - �' 5W5
_..-2ANCHORING. LOCATIONS &DETAILS I cnK, BY.
3 4NCHORIPJG LOCATIONS & DETAILS j KURT BALTHAZOR wuwuac Ko:
FLORIDA P.E. DWG-MA-FLO128-05
J56533
sHr i aF 3
SELF IGNRION TEMP
RATE OF BURNING
ASTM D1929�
ASTM D635
�740,,,'f y-? _850 'F
'. 0 77 I�MIN
SMOKE DENSITY
ASiM 02843
13.49.
TENSILE STRENGTH*
.ASTM.D638
7 5QZ DIF,F
'-�
DESIGN PRESSURE RATING
WHERE WATER INFlLTRATION PERFORMANCE I5
REQUIRED TO BE 15% OF DESIGN PRESSURE
FIG
tvIA7( WIDTH
INSWING
'OUTSWING
INSWING
OUTSWING
X
37.5':-.
+ 6.0
.' 76.0
+76.0
- 6 0
+t9.0 -T9 0
+55 0 -55.0.
XX
74
+55.0
55 0
+55 0
-55 0
+19.0 -19.0
+55.0 -55.0
-OX or XO
75
+55.D
55.0
+55 0
-55.0
+19.0+55.0
-55.0
OXO
112.5.
+55A
. -55:Q
+550
OXXO
149
+55.0
-55.0
+55.0
-55.0
+19.0 -19.0
+55.0 -55.0
�Q4kv,? Re-Re
p//D W,06 /3t4- Pl
Sa��•�� �L � �z�� t
Opening will meet 35 PSF +/- requirement
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11
Revision,>
Response to Comments ❑
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
1.
Permit # ' d� 9 Submittal Date
Project Address: L1/ 3
Contact:
Q CilfP�
Ph: yo,q- Cad' 3O
Email:
Trades encompassed in revision:
❑
Building
❑
Plumbing
❑
Electrical
❑
Mechanical
❑
Life Safety
❑
Waste Water
Fax:
General description of revision:
14 d Cale &( GL(-4pe ( 41
I � � GL �� G�e�•� � vD rn
GfG1r✓Jor°ewr-
RMATION
)rovals
❑ Building �j� •� l$
N
THIS INSTRUMENT PREPARED BY:
Name: Daniel T. Decker
Address: 724 Brooks Ct.
Winter Springs , FI. 32708
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: 35-19-30-503-0000-0620
The undersigned hereby gives notice that improvement will be made to cert
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and S
LOT 62 FLA LAND + COLONIZATION COS ADD TO SO
FL 32771
GRANT NALOY, SEMIHOLE COUNTY
CLERK OF' CIRCUIT COURT & C011F'TROLLER
BK 9157 F'3 1355 (11`3s )
CLERK'S x 2018071259
RECORDED 06/21/2013 11-02:215 All
RECORDIM FEES $10.01J
RECORDED BY hdevore
real property, and in accordance with Chapter 713, Florida Statutes, the
address if available)
I SANFORD PB 1 PG 73 /// 1410 13th Place
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Replace Door
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEEICONTRACTED FOR THE IMPROVEMENT:
Name and address: Dawn Jackson PO BOX 71 Sanford, FL 32772 A5
Interest in property: 100 %
Fee Simple Title Holder (if other than owner listed above)
Add
4. CONTRACTOR: Name: Decker Doors Inc.
Address: 724 Brooks Ct. Winter Springs, FI. 32708
5. SURETY (If applicable, a copy of the payment bond is attached):
6. LENDER:
Address:
n/a
n/a
Phone Number:
Naryre: n/a
Phone Number:
Amount of Bond:
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.
8. In addition, Owner designates
to receive a copy of the Lienor's Notice as provided in Section 713.13(1
Phone Number:
of
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 TO 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 OBTI�IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
aa 4.EA Dawn Jackson
(Signature er or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Till
AuthoriM Officer/Director/Partner/Manager) I
State of _ o! del V\ l (, County of ►r �I �„�t
The foregoing instrument wasacknowledgedbefore me this
by !:) 0, W h '—\Q CCcph
v Name of person making statement
who has produced IdeiVn 1 ri of identification produced:
�.\` xx 9F .
� �0 piJ�MONW,* - ;�
Q ;'REGISTRATION NO, 0
=�;MY 348617 ;D=
jCOMM. EXPIRES:
. 09/30/2020 ;
T./RGIN�P'G��`�`
Yl P 1.18\\���`°�`
day off 0-
. Who is personally known tome ❑ OR
L T— c� 9 S 19 b� 1
LIMITED POWER OF ATTORNEY
I hereby name and appoint:
' , 4 uw a S R Cwok (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
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:
State of Florida
County of Orange
�nn15
Section
`"I
Township
D
Range
505
Subdivision
-e-
Block
C010 Lot
(Project Address)
(Owner of Property)
(Owner of Address)
Signed: r lay"I Ll I
D (certified contractor signature)
Date: � —� `p
Certified Contractor: Daniel T. Decker
(printed name)
Contractor License #: CBC 1250499
Sworn to and subscribed before me this 4 day of June by
Daniel T. Decker (name of person ack ledged) who is personally k own to me.
(Notary Public) Elizabeth C ok
Commission expires: January 10, 2021 s"� °`!tf;: EtIZABETHC00K
Commission Number: GG 189555 •:At�-O
.= MY COMMISSION # GG 189555
Orange County P 7 EXPIRES: January 10, 2021
Bonded Thru Notary Public underwriters
FORM power of attorney/042501/dv
06/05/2018 11:48AM 4076340400 LISACOOK DECKERDOORS PAGE 10
RECEIVED 06/54/2010 05:501'M 4076340400 LISACMK DECKERQQMS
2018-06-04 17:51 Home Depot 0264 COS 4073331117 x> 4676340400 P 1/1
�} Page 10 of 1(i No. H0264—$2907
Home Improvement Agreemont
PLEASE READ THIS
Important additlanol information Ireyarding Customer's rights may be contained in an.zUaahod Stare Supplement.
Rgm: This "Agreement/ consists of this page, the following General Terms and ConditloM the Invoice, the State
Supplement if applicable, and any drawings or Change Orders expressly made a part of this AgmeTW. The Agmetlterit is
between the Customer )dentifled on the Invoice and The Horne Depot. Any installation services provided under this
Agreement shall be performed by a licensed and insured third party Authorized Service Provider. The Home Depot floes not
perform architectura) or engineering servieee, nor does it make structural changes to dwellings or other structures_ The home
Depot and Its Authorized Service Provider will pe*mi installation services In accordance with applicable law.
Payinent Schndultr Payment is acquired Immedlately es iotlo�us:
Payment: 636 ag Duo in full Immg4lately,
Bales Tax: S If applicable,
Total Amount of Sate: $_ 88 Includes all applicable dlecounts, rebate,% and
texts. Exclud9s finance charges."
`Any Interest payments or other finencs charges will be determined by Customers s%Qrate cardholder or loan agnmmant, to which The
Home Depot is NOT a party, and will be in addition to Customers payment under this Agreement. Customer is subjecttathe terms and
conditions of the cardholder or loan agre®m%t, as ApplldAsle. No funds should be made payable to Authorized Scrvice Provider;
howowr, Authorized Seivlm Provider may collect customer's payment(s) made payable to The Home: Depot
Anticipalod Ctoiivm r Instellatlop cheduls
Data: TBD SW 13mta: 06/04/2018 Fioiah Date:
&Monce and AuthorkaWn; Customer authorizes The Home Depot to order and arrange for the delivery of all goods
and services included on the Invoice, Customer further agrees and understands that ails Agreement is the entire
agreement between Customer and The biome Depot vAth regard to said goods and servirres and.supersadaa all prior
discussions and agreements, ellhdr oral or olden relating to said goods and services. This Agreerrient.cen not be
assigned or amended except by a writing signed by Customer and The Home Depot. Customer acicnovAedges and agrees
that Customer hQS read, understands, voluntarily accepts the terms of. and 14 entitled to and has received a complete copy
of this Agreement at tt►e time Customer signs the Agreement. InStallation Professional's license number aria permitting
Information may need to be provided later anti as such this Information may be omitted at the time this Agneemem Is
signed.
Hfactra : The parties to the Agreement agree that the digital signatures of the portles included in this
Agreement are Intended to authenticate thi$ writing and to have the same force and effect as the use of manual slgn>a"s,
Customer acknowledges that he or she Is the person named on The Home Depot Contrast number utetttMect on the point of
sale device. .
QNCELLATION: 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 payments) Will bb returned within ten (10)
businw o days after The Home Dapot'a receipt of Customer's notloe,
Aoo*ptsd W /f )
06/04MIDI B
AuoSdriwd Service Provider's Full SUslnesolTrade Name, Add,ass anti
1J02n9e No, or We)., w9 appl"No: A aociale'a/Aut4od2pd s9rvlo9 Provioera Fldl 'signature .
Asoocialw Pie= print yroursplesperson's Ilcewe numbwP, Irappiiaabia.
mf" Q000IJA A. Inc., 2459 Paeeq Pray R08d, N.W., Bldg R-3, A,", 4wroia mm
�2p1i
Page 1a of ie No. H0264.82907 Customer Copy
06/05/2018 11:48AM 4076340400
LISACOOK DECKERDOORS
2018.05,22 10:31
� W M � j" "
Home Depot 0264 COS 4073331117 >> Home Depot 91
Horne Improvement Agreement 5r?6��/CfC f%`S
PLEASE RM THIS
ImPmUl ttaddltitltizil IttRt nlathalt regarding Custpmtnas rights may be =. Mained in an attached State Supplement.
Am, This "Agmerrior conalets of this psgew the following General Terms and Conditions, the indite, the state
Suppiement if applicable, and any drawhtgs or Change Orders eVmssiy made a part of this Agreement- The Agreement Is
between the- Customer identified an the Involoe and The Horns -0spot, Any installation services provided under thls
Agrii�rgant shag be pvrformed by se licensed and instued third party Authorized Service Provider. The Herne Repot does not
perform.archikv-1ural orenginetring aarvfc8s, nor does It make structural clvarlges to dweflings dr othet stntctures- The Home
b of and Its Authorized SeMce Provider rrAfl Orkim fnstailation services In accordance with applicaw law.
PaYmer>t fiches ill Payment is required 9mme ialely as follows,
payment: $ 212 RA OUR In full Immediately.
Una Thm d CD If tfpoltetakts.
Total Amount of Sale: $•,_ _2g24_gg Includes all appllcsbls dtacottnts, rebates, and
taxdL P.xolutllon ftnbri0e comp/a'
�Aw inwrost payments er mtdorQnarlw ;hwvos a be detormined by Cuatamera separate cardholder or teen agreeramt, to whlu'h The
Home Depat is NOT a pally, and mli be in addition to Gustomer"s pliy+reent under th)s Agreement. Customer is Subject to lire terries and
eoriNttne of the oar Wder•or loan ogreeroemt, as applicable. No funds should be made payable to AUU►prfae6 Service Provider,
howeberi Authortred-tarutce Provlder mayajecl Customer's pay
mentfs) made payable to The Home Depot,
• mini letl IiVB 01 do 9ahwiula '
� S ate' �5(�j,(��;,,,,,,,,.• FE isb efe•
JLacc6tsmo. and Airliio on; custmer 6ulttooes The HOme DEprst to order and arrange for the delivery of all goods
and services indteied on IN brvotce. ,Customer further agrees and Understands that 111l9 Agreement Is the entire
Oreeriibnt MAW Cualemer and 7ho Home pcpnt with mgdrd (o .amid goods and Services and supersedes all pM
dteoireolbne and sigr imontsv ttrlimr oral or wri t h relating to said uQuds and s ervloes. Trti& Aanaamontcan rat be
ess*wld or *metided Wept ay a writing signed by Customer and the Home Depot, Customer acknowledges and Agrass.
that Custorrror M& rsnd, uWerOlnnds, valuniarily aomepte the terms of and is a titlad to mnd hit roc*vod a complete copy
At this AWWMQM Oft time Cwlitwnbr Qns-thp Agreement, Instelluti011 Pmftwional'a limnae nuroberr. and permitting
irdbrtluft May need to be provided loiter and iia such this Inforrnettion may bo omitted at the amel this Agreement le
signed.
elee:tMAIC 91dndture: The parties to the Agreement agree that the digital 9igrtaNtMIll of the parties fnduded In this
Agreafft" Or' Intandsd to'ku&entieats thia,,,wipng and to have the some force and e►ffact a$ the Uso 9f manual slonatums.
Customer advwMedgea that he or she Is the poem named on The Home Depot contract number Identified on the point of
sale -device.
QUOUXTION; CUSTOMER MAY CANCEL T41S AOREEMIfENT WITHOUT PENALTY OR
01{O
BLIGATION BY DELIVERING WRITTEN NOTICE TO THE Mi: Dr:POT BY MMR)NIONT ON THE
THIRD BUSINESS DAY ,AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT
-ATTACHED HERIETO CONTAINS A FORM TO USE IF, ONE IS SPECIFICALLY PRESCRIBED BY
LAW IN CUSTOAIIFIVS STATE. Under such birw natdnde9, Custornar's paymettt(a) wilt tie returned within ten (10)
business days.after The Herne Despot's maelpt of custonwo nonce,
AexopW bybwwar
Cu
t}5t18EZt?18
e
Au wkmd tlervtal Pnl dwa Fun awkwwrrado Name, Adorm and x
LleptytotQo, nrMetat,ssapptw�bte AO1tQfrd2BS/Al11hoftedservicoPte EWSRAI 'grw8ture
•, Tints -
Assodate, Please print ym,r 5alespemwe ikttm wuirobor, if apptkae
uewse KP(sy
"b WIPOe 4.S.A, rnc, 2455 Pecae Ferry Fmrd, N.W.. Bldg 0.3, waft tlhnW 9gjQ
=11
No. H0264.79859
PAGE 11
P 1/1
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Opening will meet 35 PSF+requirement
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1 /6/2018
Florida Building Code Online
FL #
FL8228-R8
Application Type
Revision
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 Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
Equivalence of Product Standards
Certified By
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
TAS 202 1994
Product Approval Method Method 1 Option A
Date Submitted 12/21/2017
Date Validated 12/21/2017
https://wv.w.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq 1 BvStmXEZYTLXH U%2bGCOs%3d 1 /4
1 /6/2018
Florida Building Code Online
Date Pending FBC Approval
Date Approved 12/27/2017
Summary of Products
......... ........ -........................................................... _............................ ..... _................ _..._.............._..........................................................
FL # Model, Number or Name Description
8228.1 Fiberglass Side -Hinged Door Unit 1 6'-8" Opaque I/S and O/S Single Door
..... --....................... ......
._......--
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +85.0/-85.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 3'-0" x 6'-8" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO160-07 for additional information.
8228.2 j Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70,01-70.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 3'-0" x 8'-0" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO161-07 for additional information.
8228.3 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 6'-8" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO160-07 for additional information.
8228.4 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 6'-8" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO160-07 for additional information.
8228.5 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO161-07 for additional information.
Certification Agency Certificate
FL8228 R8 C CAC NI006900 O1tZ
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0160 odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514010A od`
Created by Independent Third Party: Yes
8'-0" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL8228 R8 C CAC NI006900 02 odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0161.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514009A.Ddf
Created by Independent Third Party: Yes
6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900 01 pdr
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0160 pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A.odf
Created by Independent Third Party: Yes
6'-8" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900.01 pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0160 pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A,odf
Created by Independent Third Party: Yes
8'-0" Opaque Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900 02 pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0161 odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514007A.pdf
Created by Independent Third Party: Yes
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3TglBvStmXEZYTLXHU%2bGCOs%3d 2/4
1 /6/2018
Florida Building Code Online
8228.6 1 Fiberglass Side -Hinged Door Unit
8'-0" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. Hurricane protective system required in HVHZ,
but not required in the Wind Borne Debris Region. See DWG-
MA-FLO161-07 for additional information.
8228.7 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +52.0/-52.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 6'-8" max
nominal size. Hurricane protective system required in HVHZ
and the Wind Borne Debris Region. See DWG-MA-FLO162-07
for additional information.
8228.8 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 6'-8" max
nominal size. Hurricane protective system required in HVHZ
and the Wind Borne Debris Region. See DWG-MA-FLO162-07
for additional information.
8228.9 Fiberglass Side -Hinged Door Unit
__......- --—.......... --- ....... ..............._......_. _ . ............
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40.0/-45.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. Hurricane protective system required in HVHZ
and the Wind Borne Debris Region. See DWG-MA-FLO163-07
for additional information.
8228.10 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +43.0/-47.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. Hurricane protective system required in HVHZ
and the Wind Borne Debris Region. See DWG-MA-FLO163-07
for additional information.
8228.11 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL8228 R8 C CAC NI006900.02 odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0161,pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514007A odf
Created by Independent Third Party: Yes
6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900.03.pdf
Quality Assurance Contract Expiration Date
j 12/31/2020
Installation Instructions
FL8228 R8 II FL0162.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A.odf
Created by Independent Third Party: Yes
j 6'-8" Glazed Outswing Single or Double Door w/ or w/o
i Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900 03.odf
j Quality Assurance Contract Expiration Date
12/31/2020
i Installation Instructions
FL8228 R8 11 F1_0162.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A.odf
Created by Independent Third Party: Yes
1 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites
_..............................._...__.......__.............._..__............_.._...............
j Certification Agency Certificate
FL8228 R8 C CAC NI006900.04.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0163.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party: !
Evaluation Reports
FL8228 R8 AE 514007A.pdf
Created by Independent Third Party: Yes
i
8'-0" Glazed Outswing Single or Double Door w/ or w/o j
Sidelites
............ .... .... ........... ..... ... ............. .................... ... .... ............................... ........... ........ ....... .... _.......... ... _....._....... ........ ...... .................. ....... _................
Certification Agency Certificate
FL8228 R8 C CAC NI006900 04.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0163 odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514007A.odf
Created by Independent Third Party: Yes
i
6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900.05.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEZYTLXHU%2bGCOs%3d 3/4
1 /6/2018
Florida Building Code Online
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +52.0/-52.0
Other: Evaluated for use in locations adhering to the Florida
Building Code not including the High Velocity Hurricane Zone,
and where pressure requirements as determined by ASCE 7 do
not exceed the design pressures listed. 12'-0" x 6-8" max
nominal size. See DWG-MA-FLO162-07 for additional
information.
8228.12 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code not including the High Velocity Hurricane Zone,
and where pressure requirements as determined by ASCE 7 do
not exceed the design pressures listed. 12'-0" x 6'-8" max
nominal size. See DWG-MA-FLO162-07 for additional
information.
8228.13 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +40.0/-45.0
Other: Evaluated for use in locations adhering to the Florida
Building Code not including the High Velocity Hurricane Zone,
and where pressure requirements as determined by ASCE 7 do
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. See DWG-MA-FLO163-07 for additional
information.
8228.14 i Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +43.01-47.0
Other: Evaluated for use in locations adhering to the Florida
Building Code not including the High Velocity Hurricane Zone,
and where pressure requirements as determined by ASCE 7 do
not exceed the design pressures listed. 12'-0" x 8'-0" max
nominal size. See DWG-MA-FLO163-07 for additional
information.
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 H FL0162.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A Ddf
Created by Independent Third Party: Yes
6'-B" Impact Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900 05 Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0162.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514008A.odf
Created by Independent Third Party: Yes
8'-0" Impact Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900.06 Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 I1 FL0163.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514007A.Ddf
Created by Independent Third Party: Yes
8'-0" Impact Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R8 C CAC NI006900.06 odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R8 II FL0163 Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R8 AE 514007A.Ddf
Created by Independent Third Party: Yes
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:
W FM R
Crecht Ca
Safe
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquftCwaMPtp3TglBvStmXEZYTLXHU%2bGCOs%3d 4/4
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation
Certification No.: NI006900.03
1955 Powis Road
Certification Date: 01/14/2007
West Chicago, IL 60185
Expiration Date: 12/31/2020
Revision Date: 11/21/2014
Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 202/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertificatioit.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI1.
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Glazed
3'0" x 6'8"
+52/-52
2.86 psf
No
NCTL-210-3108-1/CTLA-805W-2
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-F'L0162-07
X
O/S
Glazed
3'0" x 6'8"
+55/-55
6.00 psf
No
NCTL-210-3108-1/CTLA-805W-2
Single
8.25 psf*
Maximum Panel Size: 3'0" x 6'8"
Anchor Detai I-M A-F LO 162-07
XX
I/S
Glazed
6'0" x 6'8"
+52/-52
2.86 psf
No
NCTL-210-3108-1/CTLA-805W-2
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
XX
O/S
Glazed
6'0" x 6'8"
+55/-55
6.00 psf
No
NCTL-210-3108-1/CTLA-805W-2
Double
8.25 psf*
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
XO/OX
1/S
Glazed Door
6'0" x 6'8"
+52/-52
2.86 psf
Door -No
NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
XO/OX
O/S
Glazed Door
6'0" x 6'8"
+-55/-55
6.00 psf
Door -No
NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites
Glazed Sidelite
8.25 psf*
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
OXO
I/S
Glazed Door
9'0" x 6'8"
+52/-52
2.86 psf
Door -No
NCTL-210-3108-1/CTLA-805w-2
Single w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
OXO
O/S
Glazed Door
910" x 6'8"
+55/-55
6.00 psf
Door -No
NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites
Glazed Sidelites
8.25 psf*
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
OXXO
I/S
Glazed Doors
12'6" x 6'8"
+52/-52
2.86 psf
Doors -No
NCTL-210-3108-1/CTLA-805W-2
Double w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
OXXO
O/S
Glazed Doors
12'6" x 658"
+55/-55
6.00 psf
Doors -No
NCTL-210-3108-1/CTLA-805W-2
Double w/Sidelites
Glazed Sidelites
8.25 psf*
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FLO162-07
*Denotes High Dam Threshold Design
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
L. Roberto Lomas P. E.
1432 Woodford Rd.
Manufacturer: Masonite
Lewisville. NC 27023
Report #: 514008A
434-688-0609
Date: 10/10/2017
d lomasAIrlomasoe. com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements
for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of
the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ S w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NUS 2012, NDS 2015, TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t,= 1.000 in
Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F„ = 4,650 psi
Main member dowel bearing strength: Fa = 3,350 psi
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode I,,, Mode I, Mode II
Made III", Mode III,
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.00 77
A: 0.00096 A: 0.00107
A: 0.00135
P = 725.61 Ibs P = 884 Ibs B: 1.07
8: 0.57 B: 0.5
B: 0.000
Ko = 2.400 Ko = 2.400 C:-427.674
C:-253.623 C:-267.699
C: -93.6
ZT= 302 Ibs Z,= 368 Ibs P = 331 Ibs
Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ko = 2.400
P = 297 Ibs P = 319 Ibs
P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Ko = 2.400 Ko = 2.400
Ka = 2.400
Duration Factor: Ca = 1.6
Z= 124 Ibs Z= 133 Ibs
Z= 110 Ibs
Allowable Design Value (ZCo): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Tapcon
Tabulated values
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00
4.00
2.00
130
161
4.00
163
202
Actual C To C spacing:
Allowable Design Value:
3.00 in
Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 GA, Steel
Tabulated design value:
Z= 1266 Ibs
Safety factor:
Fs= 4
Allowable Design Value (ZF,):
Z•= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations. minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
79.25
AIM"\
72.75
37.50 36.38 36,38 37.50
Al
A4
A4
Al
J". A3/
A
3 n
Al
,As
A4
�A4
Ai •,
147.75
1 of 4
79.25
Zone
Area
(ftZ)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
Al
2.3
138
N/A
N/A
155
1
1 138
OK
A2
7.7
463
6,00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
F 154
OK
UPsinn nretsure: ,,no n<
Zone
Area
Z
(ft)
Load
(Ibs)
Ind,
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
Al
2.4
146
N/A
N/A
155
1
146
OK
AZ
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
N/A
N/A
155
4
117
OK
A4
2.3
138
1 N/A
N/A
155
1
138
OK
A5
7.7
463
1 N/A
N/A
155
3
154
1 OK
` \11111!1//j
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�7��1lillllitit�
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
,Lewisville, NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
fi1ornas(c IflOrnas0e.c0m
Anchor Locations
Double door
6.00 TYP
1 1
6.00
1
18"
MAX
O.C.
1
79.25
1
6.00
1
1
2of4
36.38 36-38
6.00 TYP. -- 18.19 TYP- -
3.00 TYP. -�
\oItI III///7
R . L 0
J ••" •:� jam%
,,.'0�`�EtVS�;q`A`�
*4.-TAT
0 5
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Vi/,/ONALIII ,E\\��`
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
.Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rIIomas(@lrlorna80e.corn
Double door with sidelites
37.50 36.38 — 36.38 - — -- - 37.50 - - —
18.75 TYP. - -
6.00 TYP. — 6.00 TYP. - 18-19 TYP. —
3.00 TYP.
6.00
18,
MAX
O.C.
1
79.25
r.
6.00
3 of 4
``��ttll!►//�!
P. • L 0•�_���i
G
TAT OF
Q.
sC 0 R1dt'G���
/0�ONAI.,E�����
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville. NC 27023
Manufacturer: Masonite
Report #: 514008A
434-688-0609 Date: 10/10/2017
rllornast7U.lf oma8pe.corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4 of 4
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•
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ON AIL
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
dPLI&,ow,t&-
SIDE-HINGED FIBERGLASS DOOR UNIT
6-8"GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
SERA✓
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED,
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (WHZ).
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS
WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
I SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F
RATE OF BURNING Lsjy-.s
SMOKE DENSITY ASTM I
LIEALILk _§1j!EN2pj* ASTM 1
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
1 SELF IGNITION TEMP ASTM 1929 0 "T_ 74> 650 'F
E OF BURNING ASTM_ IN
SMOKE DENSITY ASTM D2843 13.4%
TENSILE__STRENGTH- J_ASTM D638 _'7.50% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
149* MAX. OVEP4LL FRAME WIDTH
21 " MAX 36.375" MAX
f D.L.O. PANEL WIDTH 37,5- MAX.
WIASTRAGAL FRAME WIDTH
I
If
AWvdn to NAW
Cerlifictillm No.: tY.YAt]t44lSn��„_�����y�!_. j
Dam Rwkm-�'
D9vJRLL_D.QQF_1jNLT _wz5jDfQ1E5
..... ...... . ........... .......... . ........... . .. —
_SjHQ.Lk.D OR UNIT WISIDELITES
WITH SIDELI
TABLE _ CONTENTS__-"'_'_____
T
- — — - ---------- --- _
SHEET DESCRIPTION
1 TYP
ICAL ELEVATIONS &
LGENERAL
AL NOTES
ANUHUKINU CAJ!2kDETAI
JACHORIN6LOnii
N-.-.CATIONS & DETAILS
D=U,PQ.Qff MLAiZ=M
W_A�ffRRFJ*ET_RAf16R_ PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG I MAX WIDTH INSWING OUTSW FNG INSWING IN
OUTS OUTSWING*
155..'0 ,+19.D -19.0 ;VO.O -55.0
+ � _-:5_
1+52.0 + -19.0 +40.0 -400 +-55.0 -55.0
j ...... . Z4 +0 J/_ .47 -
0 DO ;
OR or XO 1 75-- +52,0 -5 + .0 =1 9.0 + +55.
0 -11510
XO 1 112.5- +52.,O -!�2.D +55-0 -55�O + 0,
9.0 -19.0 +4U.0 -40.0 +55
�"' I I.' / -111 . .- - I - +'r
_4 0 1)
OO
L_ _0xxb 149� + lq-- �4
I High Dam Threshold Design
Lc)
ex: DO
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0
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In Q)
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SCALE N.T.S..
DWO. BY: SIMS
CHK. UY:
KURT BALTHAZOR 5WMNG NO,
FLORIDA P.E.
#56533 DING—M4—FIL0762
sHm 1 of 3
-ft
SEE DEN
3'
6" —I SEE DETAIL 3„
3'- .E"
� I
N
w a
SEE DETAIL 1 I
ui
a `G
F
6"
'F'
AddenlpmmNo #8 x 2-112"
Ceddig6on /
EE DETAIL
0.
6"
- • 1 'ASTRAGAL RETAINER BOLT HOLE
#10 x 2\
# 10 x 5/8'•_ ,.,.,-`,
#8 x 2-1/2" �" >#10 x 3/4'"
# 10 x 5/8
0 \ • \�#10 x 3/4"
# 10 x 2''..-' ,
FRAME / DOOR
D. ETA1( _.. Q DETAIL .,C.,
TYPICAL
1,375" c
T
I(J,WIND—THR 5 OLD
0.962"{
OUTSWING TH.R.E.No_LQ
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
DETAIL `E" A TRA A STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW
STRIKE PLATE TO FRAME DETAIL _"F"_.ASTR4G4
AS SHOWN.
0.124' ANNEALED•-OECORATIVE INSERT
0.090- SAfLEX (NOA15-1201.11)............
- (OPTIONAL) DOW 832. 1 1 - .0124- TEMP.
0. 124' ANNEALED .0124' TEMP.
1.75" ��1.047-
T
,r►jAM 0; S THRESHOLD
#6 X 1-1/2 PHS
r
DOW 832 '` i DOW 832
.:yj�,�`:•• DOW 832-
EXTERIOR r� INTERIOR
IYPICAL GLAZINGQETAIL TYPICAL GLAZINQ_DMI
IMPACT RATE ED QiA5_5 L4Q —IMEAQ j2LA55
Lr)
Do
�a0
O
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~ �O
W 0 Q
Z
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N.T. S
ErY. sws
Eft:
t G NNO,
-MA-FtD162
2 - 3
SEE DETAIL
"C" SHT. 2
ATTAQ-HMEN JL ..ETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. MULLIONS TO BE 2-1/2 X 4-3/8" STRUCTURAL. GRADE.
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
......_..... .................. ........... I ....... ...
....�.
I •;
IMI I
� f MAX
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
HARDWARE SCHEDULE
. _....... _........... .__.._.______.___...._.___.................._....___..........._.._.._..._...
1.KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4 ' X 4" FULL MORTISE BUTT HINGES
MIN
MAX
SHIM
_I I_
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
WE:
LO
¢ °°
8o0
Q O
a V) Cj
¢
�aoQi
O T I'"n
N. T. S.
BY: sws
Dr: —
NC ND.:
3 or
01"IL010 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications FBC Staff BCIS Site Map Links Search
db
�
o
Product Approval
USER: Public User
Product Agprocal igeru > Product Or _Rpiication Searcl; > Applicetior isi > Application Detail
k
FL # FL17798-112
Application Type PP YP Revision
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 202
Method 1 Option A
12/01/2017
12/04/2017
12/06/2017
Year
1994
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVnlIVIUL6Q%3d%3d 1/3
3/4/2018
Products
Florida Building Code Online
Model, Number or Name Description
17798.1 Fir Wood Side -Hinged Door Unit
_ ........ ___._...
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO155-06 for additional details.
I...".., ........... .. ................................. .... ............. .............
Fir Wood Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO155-06 for additional details.
17798.3
Fir Wood Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +47.5/-47.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO156-06 for additional details.
6'-8" Single or Double Opaque Inswing Door w/ or w/o
Sidelites
- ... _............ .._...... ... ....
Certification Agency Certificate
FL1�_...R2.._C.....CAC NI006721.0?.p
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL1"/796_R2_li_FL01�5.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17798_R2AE_.,51.4008A.pdf .
Created by Independent Third Party: Yes
6-8" Single or Double Opaque Outswing Door w/ or w/o
Sidelites
.............. ........ _ ......... _.. ..............
Certification Agency Certificate
FL17798_R2_C_CAC_NI006721.02.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17 7 9$.......L.....FL..pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
L17798....R2....AE....514006A. Cdf
Created by Independent Third Party: Yes
6-8" Single or Double Glazed Inswing Door w/ or w/o Sidelites
Certification Agency Certificate
FL17798__R2_C,_CAC,._NI006721.01, pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17798_R2_II_FL0156.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17796__R2_AE.._,514008A.pdf
Created by Independent Third Party: Yes
__..... ...... ... .. ............ ....... ........ ..... ._.............. ........... ........ ..... ................
... _ _....... _... ........... ---..... . _............. ... ......... __............. __............ _.......
- -.._....
17798.4 Fir Wood Side -Hinged Door Unit 6 -8" Single or Double Glazed Outswing Door w/ or w/o
Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +47.5/-47.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO156-06 for additional details.
Certification Agency Certificate
FL17798—R2_C_CAC _NI006721.Ol.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17798_.R2__II_FL0156. pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17798._-R2....AE..... ,!4008A. FLdf
Created by Independent Third Party: Yes
Contact Us :: 2591 Blair Stone Road,_ Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007=2013 State of Florida.:: Privacy_Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs°/a2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVnllVIUL6Q%3d%3d 2/3
3/4/2018
Florida Building Code Online
Cred!t Cara
Safe
https://www.floridabuiIding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgs%2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVn11VIUL6Q%3d°/o3d 3/3
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation
Certification No.:
NI006721.02
1955 Powis Road
Certification Date:
09/22/2006
West Chicago, IL 60185
Expiration Date:
12/31/2020
Revision Date:
11/21/2014
Product: Fir Opaque Inswing or Outswing Wood Door w/
or w/o Non -Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: PA 202/TAS 202/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMVP Certified Product Listing at www.Namicertitication.com. NAMI's Certification Proeram is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswin
O a ue
Size
Pressure
Pressure
Rated
Comments
X
US
Opaque
3'0" x 6'8"
+50/-55
2.86 psf
No
NCTL-210-3313-1
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLO155-06
X
O/S
Opaque
3'0" x 6'8"
+55!-55
5.25 psf
No
NCTL-210-3313-1
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
XX
US
Opaque
6'0" x 6'8"
+50/-55
2.86 psf
No
NCTL-210-3313-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLO 155-06
XX
O/S
Opaque
6'0" x 6'8"
+55/-55
5.25 psf
No
NCTL-210-3313-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL.0155-06
XO/OX
US
Opaque
6'0" x 6'8"
+501-55
2.86 psf
Door -No
NCTL.-210-3313-1
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLO155-06
XO/OX
O/S
Opaque
6'0" x 6'8"
+55/-55
5.25 psi'
Door -No
NCTL-210-3313-1
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
OXO
US
Opaque
5'0" x 6'8"
+50/-55
2.86 psf
Door -No
NCTL-210-3313-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Delaits .MA-FLOl55-06
OXO
O/S
Opaque
5'0" x 6X'
+55/-55
5.25 psf
Door -No
NCTL.-210-3313-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLO155-06
OXXO
US
Opaque
8'0" x 6'8-
+50/-55
2.86 psf
Doors -No
NCTL-210-3313-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLO155-06
OXXO
O/S
Opaque
8'0" x 6'8"
+55/-55
5.25 psf
Doors -No
NCTL-210-3313-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
National Accreditation & Management Institute, Inc./4794 George Washington .Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
(.ewisville. NC 27023 Report #: 514008A
434.688-0609 Date: 10/10/2017
rllomasCa),ldomas0e.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (ND5 2012, NDS 2015, TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fr; = 80.000 psi
Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Fine -Fir (6=0.42)
Side member thickness: t, = 1.000 in Main member thickness: tR. = 1.500 in
Side member dowel bearing strength: F�, = 4,650 psi Main member dowel bearing strength: Fe„ = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1„ = 1.140 in
Mode Im
Mode I,
Mode II
Mode III,.
Mode III,
qm =
636.5 Ibs/in
qs = 884 Ibs/in
A:
0.0007
A:
0,00096
A:
0o0107
P =
725.61 Ibs
P = 884 Ibs
B:
1.07
B:
0.57
B:
0.5
Ka =
2.400
Ka = 2.400
C:
-427.674
C:
-253.623
C:
-267.699
Zm=
302 Ibs
Z; 368 Ibs
P =
331 Ibs
Ms =
46.8 in-Ibs
Mm =
46.8 in-Ibs
KD =
2.400
P =
297 Ibs
P =
319 Ibs
Min. Design value:
Z= 110 Ibs
Z=
138 Ibs
Ka =
2.400
Ka =
2.400
Duration Factor:
Ca = 1.6
Z=
124 Ibs
Z=
133 Ibs
Allowable Design Value (ZCD): Z'=
175
Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
Z.00
4.00
2.00
130
1
161
4.00
163
202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
M79.25
72.75
37.50 36.38 36.38 37.50
Al
A4
A4
Al '
,�
j -
�.
IP3i
Al
/ A4
, A4
Al -,
147.75
1 of 4
79.25
Zone
Area
2
(ff)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap,
(Ibs)
Q�
Load
(Ibs)
A,
2.3
138
N/A
N/A
155
1
138
OK
AZ
7.7
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
Iw_cinn n <¢ ro: Ann naf
Zone
Area
Z
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
A,
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6.00
21.00
155
5
95
OK
AI
7.8
468
N/A
N/A
155
4
117
A4
2.3
138
N/A
N/A
155
1
138As
JOK
7.7
463
N/A
N/A
155
3
154
Mode IV
A: 0o0135
B: 0 000
C: -93.6
P = 263 Ibs
KD = 2.400
Z= 110 Ibs
\R ����i
`a 0
E IV
*� 051 '
TAT OF •c��
i o • ,,Ab p.. •.5'
ZORIO
roil
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
'Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomastaSidomasoe.com
Anchor Locations
Double door
79.25
t
2of4
36.38 — 36.38
6.00 TYP. — 6.00 TYP. 18.19 TYP. —
3.00 TYP.
t
6.00
18,
MAX
O.C.
t
6.00
* • 0�C'� 1 • �t =
TAT OF
AI.111 i0\���
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomasna ldomasoe.com
Double door with sidelites
37.5(
18.75 TYP. —
5.00 TYP. —
1
6.00
1
18'
MAX
O.C.
1
79.25
1
6.00
3 of 4
6.00 TYP. 18.19 TYP.
3.00 TYR
36.38
36.38 ^ 37.50
0\�W l/////
*• 0 51 `* —
�y0 TAT OF tc,
:cC 0 R10' . � ►`��
s/ONAL'E\\�����
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
'Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllornas(a)Irlornaspe.corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW,
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI-
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING Is THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
101.5" MAX. OVERALL FRAME MDlf
SIDE -HINGED GLAZED FIR WOOD DOOR UNIT 6.75 MAX 36.375" AM.
D..0. PANEL WIDTH 13.5" MAX.
6'V DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH
GENERAL NOTES TDL MAX
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO D.L.O.
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 6.75" X 12"
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
� N
2. IF LARGE MISSILE IMPACT RESISTANCE IS REQUIRED, co
HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS REQUIRED.
3. ONE LITE DOORS & SIDELITES GLAZED WITH 1/2" INSULATED GLASS.
TDL SIDELTTES GLAZED WITH 7/32" TEMPERED.
Mk
TABLE OF CONTENTS
SHEET it DESCRIPTION
1 ITYPICAL ELEVATIONS & GENERAL NOTES
2 JANCHORING LOCATIONS & DETAILS
3 IANCHORING LOCATIONS & DETAILS
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
X
3 .5
+4 -47.5
+47.5 -47.5
+19.0 -79.0
+30.0 1 -30.0
XX
74
+47.5 -47.5
+47.5 -47.5
199..0D
+30,. --3300..00
OX XO
51
+47.5 -47.5
47.5 -47
.5
+19.0
190-1
+30.0
OoXrO
+47.5 -47.5
4+54.5
-30.0
OXXO
101.5
+47.5 -47.5
+47.5 -47.5
+19.0 -19.0
+30.0 -30.0
. AddendlmtoNW
C%Wi&ftW:. Nr00
OmemaleZ
L L
KURT BALTHAZOR
FLORIDA P.E.
#56533
scA�: N.T.S.
owc. BY: SWS
CHK BY:
BrtAWM NO.:
DWG-MA-FLO156
SHEET 1 OF 3
6"
11 s SEE DETAIL , 3„ c 6"
3 3"E3"
3" E 3c .._
" 31
SEE DETAIL
"D„
6" 6"
6" 6'
3•
T-
—
—
0
W
a
N
J
B
A
B
W B
p
2
6"
10
3- 3" t 3" t
3„ 3.,
6'
SEE DETAIL
"I"'
#8 x 2-112" #10 x 2"
#10 x 314"
#8 x 2-112" #10 x 1"
#10 x 314"
#10 x 1"
#10 x 2"
DETAIL "C'
DETAIL "D"
1.375" IP'ifaltn--,
T
INSWING THRESHOLD
0.9621
T �--7
OUTSWING THRESHOLD
t
3"
0
� N
w
n SEE DETAIL
In -D•
pD
J
21-7
W
W
W.
� N
a G
6"
#8 x 2 -112"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
EE DETAIL
C.
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
IG (1/8" TEMP.)
OR 7/32. TEMP.
1/2- WE
swcoNE
INTERIOR SIDE
,PI % :26q0.
N NAL
nil,
TYPICAL GLAZING DETAIL
Addendun to NO
C"ilmbmNo.: -1:
D� a
N.T.S.
BY: SINS
BY:
RG ND.:
•MA-FLO158-
2 OF 3
SEE DETAIL
"C" SHT 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE, JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
3" I I G, 6«3 c � r I �"6" c I 31
11.1 N
o e
V
a SEE DETAIL
N «D" SHT. 2
J
� a
a
w
10
1.25"
MAXMIN > ". {. — '•
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
1
1. T—
MIN I ` p MAX
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
N
I 11
_
I 111
6" 6"
I
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—
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6' —{ -j{ f jj 6"
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Catdisa W No.:. NxOO6>�
RubWRehewed:
HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 98D GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
I
ALARIC
TEX
CAULK
ACRYLIC
LATEX
CAULK CL
COMBINATION COMBINATION
MULLION (BOXED) MULLION (BOXED)
(2 10X2-1/2"
0 D SCREWS
EACH END
e
COMPOSITE
MULLION (INTEGRAL)
10
CL 00
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J �
0
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i �o
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W pQ
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scar.: N.T.S.
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CHK. BY:
OF
3/4/2018
Florida Building Code Online
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Product Approval
USER: Public User
Product xpproeal Menu > Pr, dug or Apj ication Searcy; > Applic-u n L;Sr > Application Detail
=:
FL #
FL17798-R2
Application Type
Revision
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 202
Method 1 Option A
12/01/2017
12/04/2017
12/06/2017
Year
1994
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVnIlVIUL6Q%3d%3d 1/3
3/4/2018
of Products
Florida Building Code Online
FL #
17798.1
............. I ............. ...
Model, Number or Name Description
Fir Wood Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO155-06 for additional details.
.... . _ ...........
.................... ................... ................ ......... ................. ...................................... ........_... ....
17798.2 Fir Wood Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO155-06 for additional details.
17798.3 Fir Wood Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +47.5/-47.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO156-06 for additional details.
._..... _............................................. ......_... __..................... ..........._................. ,......... -.................................... ............_..... .............. ......_........_.,.
6'-8" Single or Double Opaque Inswing Door w/ or w/o
Sidelites
Certification Agency Certificate
FL1779'__.R2-_.CAC_ N1006721.02.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17796_R2_Ii_FL0155. pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
F1-17'o._.R.-AE...SI.4fa ?!,P�Lf
Created by Independent Third Party: Yes
6'-8" Single or Double Opaque Outswing Door w/ or w/o
Sidelites
_........... ........ ....._ ..... .. ......... ...... ....... ....... ..... _ ............ .................
Certification Agency Certificate
FL17798_R2_C_CAC_NI006721.02.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
F117798__R2_.II.... L0155.p9f
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17798....82..._P._�.._51?008A.:.p�r
Created by Independent Third Party: Yes
6-8" Single or Double Glazed Inswing Door w/ or w/o Sidelites
Certification Agency Certificate
FL17798_R2__C_CAC__NI006721.0I.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17798_R2_II_FLO156.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17796_R2 AE_514008A.pdf
Created by Independent Third Party: Yes
17798.4 Fir Wood Side Hinged Door Unit 6-8" Single or Double Glazed Outswing Door w/ or w/o
Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +47.5/-47.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the pressures listed. When large missile
impact resistance is required, hurricane protective system is
required. See DWG-MA-FLO156-06 for additional details.
Certification Agency Certificate
FL17798_B2_C_CAC_N I006721.01.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL17798_.R2_II_FL0S .pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL17798.__R2.._AE..._514008A. pd f
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cgpyrjgh[ 2007-2013 State of Florida.:: Priv y te Stament :: 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:
El
Em
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVn1IVIUL6Q%3d%3d 2/3
3/4/2018
Florida Building Code Online
credit card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HobQn%2brOgrELgT32dYVcLQLJwVnllVIUL6Q%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006721.02
1955 Powis Road Certification Date: 09/22/2006
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
Product: Fir Opaque Inswing or Outswing Wood Door w/ or w/o Non -Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: PA 202/TAS 202/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listinty at www Namicertification com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
US
Opaque
3'0" x 6'8"
+50/-55
2.86 psf
No
NCTL-210-3313-1
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
X
O/S
Opaque
3'0" x 6'8"
+55/-55
5.25 psf
No
NCTI.-210-3313-1
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
XX
US
Opaque
6'0" x 6'8"
+50/-55
2.86 psf
No
NCTL-210-3313-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
XX
O/S
Opaque
6'0" x 6'8"
+55/-55
5.25 psf
No
NCTL-210-3313-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-M A-FLO 155-06
XO/OX
l/S
Opaque
6'0" x 6'8"
+50/-55
2.86 psf
Door -No
NCTI. 210-3313-1
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
XO/OX
O/S
Opaque
6'0" x 6'8"
+55/-55
5.25 psf
Door -No
NCTL-210-3313-1
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
OXO
US
Opaque
5'0" x 6X'
+50/-55
2.86 psf
Door -No
NCTL-210-3313-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
OXO
O/S
Opaque
5'0" x 6'8"
+55/-55
5.25 psf
Door -No
NCTL 210-3313-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: Y0" x 6'8"
Anchor Details-MA-171-0155-06
OXXO
US
Opaque
8'0" x 678"
+50/-55
2.86 psf
Doors -No
NCTL-'_' 10-3313-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
OXXO
O/S
Opaque
8'0" x 6'8"
+55/-55
5.25 psf
Doors -No
NCTL-210-3313-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0155-06
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/ 10/2017
rllomaSi(@ldom a s pe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ d w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2012, NOS 2015. TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: F,y = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t, = 1.000 in Main member thickness: tm = 1.500 in
Side member dowel bearing strength: Fe, = 4.650 psi Main member dowel bearing strength: F_ = 3,350 psi
Side member dowel bearing length: I, z 1.000 in Main member dowel bearing length: I., = 1.140 in
Mode I,
Mode I,
Mode II
qm = 636.5 Ibs/in
qs = 884 Ibs/in
A: 0.0007
P = 725.61 Ibs
P = 884 Ibs
B: 107
Ko = 2.400
Ko = 2.400
C:-427.674
Zm= 302 Ibs
Z,= 368 Ibs
P = 331 Ibs
Ka = 2.400
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Duration Factor: Co = 1.6
Allowable Design Value (ZCa): Z175 Ibs/anchor
Fastener type: 1/4ITW Topcon
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3.00 in
Mode III,
A:
0,00096
B:
0.57
C:
-253.623
Ms =
46.8 in-Ibs
P =
297 Ibs
Ka
2.400
Z=
124 Ibs
Tabulated values
Made III,
A: 0.00107
B: 0.5
C:-267.699
Mm = 46.8 in-Ibs
P = 319 Ibs
Ko = 2.400
Z= 133 Ibs
edge
distance
spacing (in)
Z.00
4.F
2.00
130
161
4.00
163
202
Allowable Design Value: Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type:
Substrate:
Tabulated design value:
Safety factor:
Allowable Design Value (ZFs):
#10 Tek screw
16 GA, Steel
Z= 1266 Ibs
Fs= 4
Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
M-,',
79.25
72.75
37.50 36.38 36.38 37.50
Al /
A4 /
, A4
, Al
I
A2I --
-,
-
-I A2
i,
),
Al
/-A4
, A4
/ Al •.
147.75
1 of 4
79.25
Zone
Area
z
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
A,
2.3
138
N/A
N/A
155
1
138
OK
AZ
7.7
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
Design pressure: 60.0 psf
Zone
Area
(ftz)
Load
(Ibs )
Ind.
(in)
m)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
A,
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6 00
21.00
155
5
95
OK
A3
7.8
468
N/A
N/A
155
4
117
OK
A4
2.3
138
N/A
N/A
155
1
138
OK
A5
7.7
463
N/A
N/A
155
3
154
OK
Mode IV
A: 0,00135
B: 0.000
C: -93.6
P = 263 Ibs
Ko = 2 400
Z= 110 Ibs
0\11III 1///,/
s R. i b�����
•�.\� E N SF • (P�''�
4-TAT13 OF
il4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford ad. Manufacturer: Masonite
•Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rII0MaSCa)Ir10M8SDe.00M
Anchor Locations
Double door
36.38 — 35.38
6.00 TYP. — 6.00 TYP. 1 8.1 9 TYP. —
3.00 TYP. —
I
6.00
18,
MAX
O.C.
I
79-25
r
6.00
t
2 of 4
`�llllif///
�����\S R • 0y��ii�
v •�`� E N q qCP
�::134 TAT 4F
A.
/ONAi.,E�����
Luis R. Lomas P.E.
FL No.: 62514
10/ 10/2017
L. Roberto Lomas P.E.
1432Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
r1lomas6a7[Homasm.com
Double door with sidelites
— 37.50 — 36.38 36.38
— 18.75 TYP.
6.00 TYP. — _ 6.00 TYP. — 18.19 TYP. —
3.00 TYP. —
1
6.00
1
18"
MAX
O.C.
79.25
1
6.00
3 of 4
37.50
�%
*4-.TAi
0YOF
%•,�'`Fs : ;l 0 Rio
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas &1dornaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
SIDE -HINGED FIR WOOD DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2, IF LARGE MISSILE IMPACT RESISTANCE IS REQUIRED.
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. ONE LITE SIDELITES GLAZED WITH 1/2- INSULATED GLASS.
TDL SIDELITES GLAZED WITH 7/32' TEMPERED.
TABLE OF CONTENTS
SHEET N
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
1ANCHORING LOCATIONS & DETAILS
IOLS' MAX. OVERALL FRAME Wiffil
6.75 MAX 36.375' MAX.
D..0. PANEL WIDTH 13.5" MAX.
W/ASTRAGAL I FRAME WIDTH
® ® ® ® TDL MAX
D.L.O.
6.75" X 72"
n
m w
ti O
C) 01 9D I
a
1916111-14
Addendum to NAW
Cediisal m w.. Aron
Renewed By
1118111.14m....:
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
x
37.5
+50.0 -55.0
+55.0 -55.0
+19.0 -19.0
+35.0 -35.0
XX
74
+50.0 -55.0
+55.0 -55.0
+19.0 -19.0
+35.0 -35.0
OX or x0
51
+50.0 -55.0
+55.0 -55.0
+19.0 :4 5
+35.0 -35.0
OXO
64.5
+50.0 -55.0
+55.0 -55.0
+19.0 -19.0
+35.0 -35.0
OXXO
101.
+50.0 -55.0
+55.0 -55.
+19.0 -19.01
+35.0 -35.0
L0
cc Do
-
8 0
6cl�cc
�
30
Z
L0U
In
LLI
DATE: 9122106
/J
W f y
SCALE: N.T.S.
DWc. BY: SWS
CNK. BY:
KURT BALTHAZOR
DNAWING NO.:
FLORIDA P.E.
DWG-MA-FL0155
156533
SNEEr 1 DE 3
1 3„ -1 � 6^3 h-h� 3'.EE 1; 3� 3` �3-
6. i 31
SEE DETAIL
"C"
I I l
I
6" 6"
6'
6" 3
i t I
T-
—
w
u
a
to
J
Q
— �J
o
B
o
A
B
6" 3'
Il�lr
6'
6"
-�
II
3" -
3. 3" 3..
6"
SEE DETAIL
#8 x 2-112" #10 x 2"
#10 x 314"
#8 x 2-112" #10 x 1
0 #10 x 314"
#10 x i"
#10 x 2"
DETAIL "C"
DETAIL "D"
1 .375" 'MsiJ r�
T
INSWING THRESHOLD
0.962' 1
T �'
OUTSWING THRESHOLD
C
3"
3'
6"'
a
a SEE DETAIL
r "D"
J 0
0
0
w
0
#8 x 2-112"
9
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
a
;EE DETAIL
C"
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
�— 1/2' IG S1/e' TEMP.)
OR 7/32 TEMP.
SILICONE \ i/2' SITE
INTERIOR SIDE AddBfbUIRbNW
CertftaUm ND.: Ns 00
1x 16yo.If 71'
PIN NAIL 2
TYPICAL GLAZING DETAIL
SCALE: N. T. S.
DWG. 9Y: SINS
CNK. BY:
DRAWING NO.:
DWG-MA-FLO155.
SHEET _L OF 3
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
3" � � C 6'3� r C ,6^ C I �- 31
N
N
O C
W
U
a SEE DETAIL
"D" SHT. 2
J
Q 0
(7
W
off IV)
� II ui
3"
1.25" I > t.
MIN MAX
SHIM
CL —I I— - ;;
:tM':
TYPICAL MASONRY
ANCHOR INSTALLATION
2, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
6' 6"
O
W
_
_
Q
a
r
J
D
w W B
_
I II
G H
II II
B
II I
0
�
a
tl
t t I I 3"I
3"6 — 6" — — " -'I I—
6" — — 36"
Ad*dn to NAMI
CerdCisatia k: N.TOC>
Reviewed Br
O�eReview 2
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
MIN,.
0. MAX
SIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
I"X1/2" CORRUGATED #IOX2" WOOD SCREW
3' FROM EACH END 5" FROM EACH END
AND 7" OC ��yy AND 12" OC
AUTEX
CAULK
ALATEX
CAULK CL
i
COMBINATION COMBINATION
MULLION (BOXED) MULLION (BOXED)
( WOA SCREWS"
EACH END
p9122106:N. T. S.BY: SWSBY:
COMPOSITE owc—MA—Flo "2'
MULLION (INTEGRAL)
SHEET .3 OF 3