243 Loch Low Dr 17-1068; REPLACE DOORECIV
APR 18 20V
BY•
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ i 5q . a o
Job Address:lZT hch I U) , 90 3 Historic District: Yes No Parcel
ID: 10 - U - Residential R Commercial Type
of Work: New Addition 0 Alteration Repair Demo Chan a of Use Move Description
of Work: Revie*
Contact Person: Phone:
Fax: 2
Email:
Title:
i ,, (
Property
Owner Information Name
E'' ! af-C ' \'Ly On "1 i okr Phone: Street: ,
24 ) LUJ-) l,acl Dv Resident of property? City,
State Zip: yb z 3 Contractor
Information Name
Daniel T. Decker Phone: 407-696-0830 Street:
724 Brooks Court City,
State Zip: Name:
Street:
City,
St, Zip: _ Winter
Springs, FL 32708 Bonding
Company: Address:
Fax:
407-
696-7356 State
License No.: CBC1250499 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I 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: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application 4
NOTICE: In addition to the requirements of this *permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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.
4 lg l7SignatureofOwner/Agent Date Signature of Contractor/Agent Date
Daniel T. Decker
Print Oxvner/Agent's Name Pri t Co ctor/Agent' ame
r
dirk/i7SignatureofNotary -State of Florida Date i a ure a o ary- to e o on a at
LISA ANTONINI
S Notary Public - State of Florida
My Comm. Expires May 21, 2018
Commission # FF 125242
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID _- Type of ID /:_ Prr_
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building RI Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq .Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: IF 14• :1-t- 0
Revised: June 30, 2015
Permit Application
2017-04-10 10:42 0264EX 4073331117
PW4 /v173 /
4073331117 >> 407 696 7356 P 1/1
Page 11 of 17 NO. H0264-365528
F Home Imp
PLEI
Important additional information regarding Customer's r
Scope: This "Agreernent" consists of this page, the foll
Supplement if applicable, and any drawings or Change Ord
betwPerr the Customer identified on the Invoice and Th,
Agreement shall be performed by a licensed and insured thi
perforn architectural or engineering services, nor does it rtra
De iol and its Authorized Service Provider will perform install
Payment Schedulo: Payment is required immediately Pas follows:
Payment: $ 1R.cc r F
Sales Tax;
Total Amount of Sale:
Any interest payments or other finance charges will ba determine
Home Depot is NOT a party, and will be in ,addition to Customer's
conditions of tho cardholder or Ivan agreement, as applicable. No
however, Authorized Service Providor may collect Customers pay
Anticipated Delivery I Installation Schedule
ery Date: TBD start Date:
ment Agreement
READ THIS
may be contained in an attached State Supplement,
Wrig General Terms and Conditions, the Invoice, the State
rs expressly made a part of this Agreement. The Agreement is
Home Depot. Any installation services provided under this
1 party Authorized Service Provider. The Home Depot does not
e structural changes to dwellings or other structures. The Home
tion services in accordance with applicable law.
Due in full immediately.
If applicable.
Includes all applicable discounts, rebates, and
taxes_ Excludes finance charges.*
by Customer's separate cardholder or loan agreement, to which The
eyment under this Agrooment. Customer is subject to the terms and
Inds should be made payable to Authorized Service Provider;
ent(s) made payable to The Home Depot,
Finish Date: 05/10/2017
Acceptance and Authorization: Customer authorizes The Horne Depot to order and arrange for the delivery of all goods
and services included on the Invoir;e. Customer further agrees and understands that this Agreement is the entire
agreement between Customer and The Horne Depot with regard to said goods and services and supersedes all prior
discussion;: and agreements, either oral or written relating to said goods and services. This Agreement can not be
assigned or amendod except by a writing signed by Custom r and The Home Depot. Customer acknowledges and agrees
that Customer has read, understands, voluntarily accepts th terms of and is entitled to and has received a complete copy
of this Agrcoment al tho time Customer signs the Agreement. Installation Protessional's license number and permitting
information may need to be provided later and as such this information may he omitted at the time this Agreement is
signed.
Electronic Signature: The parties to the Agreement ag ee that the digital signatures of the parties included in this
Agreement :are intended to outhenticate this writing and to h, vo the same force and effect as the use of manual signatures.
Custortx::r acknowledges that he or she is the person named on The Home Depot contract number identified on the point of
sale. device.
CANCELLATION: CUSTOMER MAY CANCEI
OBLIGATION BY DELIVERING WRITTEN NOTI(
THIRD BUSINESS DAY AFTER SIGNING TH
ATTACHED HERETO CONTAINS A FORM TO t
LAW IN CUSTOMER'S STATE. deader such circums
business days after Hie Home t)ep, s mucipt of Customr:r;;
Accepte /)
A.
cu:,Irmier's /.._ _...
AUVIOTi/H.d Service Prowrier's Pull i3usfness/TrarlP N7nic, Address and
Llconse. No. or NO(,^,)., ms : ppiicable:
LicFnse No ;-. .
Ai,rihorizod aHrvi(e rrovidor';, l ed No.
I lurne Depot U.S.A. Im.: , 245G Pares Feriy
THIS AGREEMENT WITHOUT PENALTY OR
E TO THE HOME DEPOT BY MIDNIGHT ON THE
S AGREEMENT, THE STATE SUPPLEMENT
SE IF ONE IS SPECIFICALLY PRESCRIBED BY
ances, Customer's payment(s) will be returned within ten (10)
rlotice.
04/10/2017
Uate
X _
Assocrate''s/AuthorizoC.I Sorvle9 Provider's full Signature.
rate____...
Associate: Please print your salesperson'~ license number, if applir aolP.
N.W., Bldg B.3, Atlanta, C;r:pi<li i 30331)
312o 1 1
Page 11 of 17 No. H0264-36528 Customilr Copy
4/11/2017 SCPA Parcel View: 10-20-30-5CU-OG00-0230
Ox++i6 snim.san, c M1
r`.r_rsmx ti rCxx.'rv, r eyc;€ua Parcel
Information F
ro_erty_ Record Cart Parcel
10-20-30-5(.,U-0G0O 02 30 Owner:
tv1lN i'ER EDSEL R JR 8 Sl-iARON L j Property
Address: 243 LOCH LOW DR SANFORD, FL'327,73-5549 i
Value
Summary Parcel
10-20-30-5CU-OGOO-0230 Owner
MINTER EDSEL R JR & SHARON L Property
Address 243 LOCH LOW DR SANFORD FL 32773 5549 Mailing
243 LOCH LOW DR SANFORD, FL 32773-5549 Subdivision
Name E...:'
ll HIDDEN
L.AK[ UNIT 1_C! Tax
District I S1 SANFORD DOR
Use Code 01 SINGLE FAMILY Exemptions
l 00-HOMESTEAD(1994) Legal
Description LOT
23 BLK G HIDDEN
LAKE UNIT 1-D PB
17 PG 58 2017
Working 2016 Certified', Values
Values j
Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 f Depreciated
Bldg Value $85,748 78,675 Depreciated
EXFT Value $901 951 Land
Value (Market) $25,000 21,000 4
Land
Value Ag iustMarke - -
fallahe" ; $111,649 100,626 " Portability
Adj Save
Our Homes Adj $36,510 27,032 7 Amendment
1 Adj P&
G Adj $0 0 Assessed
Value $75,139 73,594 Tax
Amount without SOH: $1,204.00 2016
Tax Bill Amount $679.00 Tax
Estirnato Save
Our Homes Savings: $525.00 TRIM.
Nojl.,cF> tjf ll? Does
NOT INCLUDE Non Ad Valorem Assessments Taxes
Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 75,139 . 50,000 + 25 139 ! !. j
SJWM(
Samt uc .ns Water Management) 75,139 ' 50 000 ' 25 139 County
Bonds 75,139 l 50 000 25 139 City
Sanford 75,139 50,000 25,139 j
Schools 3 ...._.... ............ ............ .,....... ._...... ..........._...
75,
139 . 25,000 50,139 Sales
Description
Date Book Page Amount ' Qualified Vac/Imp w
i,. WARRANTYDEED
10/1/1985 01679 0516 67,900 Yes Improved WARRANTY D.
EED 8/1/1979 01237 1 i 3 2 45,000 ' Yes Improved I WARRANTY
DEED 5/1/1978 01161 85,500 No Vacant 52 25,000
1m 111111R1 1111110111i i1111111 10441715ia,,A n gr e
Home Improvement Agreement: Dour Site Measure
PETER . aC1aIL1A ._. { CC>$51 .•.•_••••-•• 14a`4d7 ....
First Name tali t inn ;aura# i .,N a
DOOR SITE INSPECTION FORM
MEASURE PO DATE OF MEASURE
OCATION Of ODORL131MEASURED COMPANYIMEASURER DOOR DIRECTION
MEASURER PHONE# N-S-E-W
51414WI, f . A .
ExisamG coMO)TIOn
OPENING UNITSIZE EXTERIOR RANOUNG CODE JAMB LOCK PREP SIDELIGHT OVERHANG
SLAB DOORS
ONLY
WIDTH X HEIGHT WIDTH X HEIGHT Type: Handling Code: Width; T a: Size; Th ckn ss:
Type: X X
x If Clad is Selected TYPe Backset: Lock Bore Ctrs.
X Swing Direction: Location;
Comer -to -Corner
Measurements:.
Direction:
Top L-Sol-R:
To R-Bot.L
EPA Lead Notations:
ome Builit
end Test Resullo
ead Removal Coat
PA PamplotGIVEN ToCU T MERU Home
000t Disetalmera rawing-and omments_ OTY
SKU . DESCRIPTION (IF CHECKED, ORDER PRE -FINISHED IF SELECTED) installation Options & Prking CUSTOM LA13OR i'
ELNERY 7
00 1
x
HAUt_-AWAY.. INSTALL
EXISTING STORMISECURITY DOOR INSTALL
NEw STORMfSECURITY 000R THRESHOLD
EXTENSION__ HS-
3040 (l i?t$) Millwork Meastg* Customer
Care: 1-877-467-2581 The
Home Depot -:24fi5 Paces Ferry Road, N.W. Bldg, B-3; Atlanta, Georgia 30339
RqI reDa
mil /75Lr -1 ?e-N '4hCe
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Opening will meet 35 PSF +1- requirement:
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Florid4 Building Code Online https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGE...
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3ri..-h r9I* n BCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCtS Site Map Links Search
Professi64op'!;jjj Product ApprovalUSER: Public User
Product_Approv--al Menu > Product or_Applicat_ipn Search > Application List > Application Detail
FL # FL8228-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived F7
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
615)441-4258
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 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
I affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity r Yes c No G N/A
1 of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www. flori dabui l ding.org/pr/pr_app_dti. aspx?parain=wGE...
Product Approval Method Method 1 Option A
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
j FL # Model, Number or Name Description
18228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.odf
Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date
i Impact Resistant: Yes i 12/31/2020
Design Pressure: +85.0/-85.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL82.28_R7 II_FL01-6ODx..pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute
ASCE 7, does not exceed the design pressures listed. 3'-0" Created by Independent Third Party:
x 6-8" max nominal size. Hurricane protective system i Evaluation Reports
required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 504A.odf
Debris Region. See DWG MA FL0160 07 for additional Created by Independent Third Party: Yes
information.
8228.2 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
i Impact Resistant: Yes 12/31/2020
Design Pressure: +70.0/ 70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II_FL016.1_Dx,.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute
ASCE 7, does not exceed the design pressures listed. 3'-0" Created by Independent Third Party:
x 8'-0" max nominal size. Hurricane protective system Evaluation Reports
required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 503A.pdf
Debris Region. See DWG-MA-FLO161-07 for additional Created by Independent Third Party: Yes
information.
8228.3 Fiberglass Side -Hinged Door Unit 6-8" Opaque Inswing Single or Double Door w/or w/o
i Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228_R7 C CAC NI006900_0_-,.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
i Design Pressure: +50.5/ 50.5
Other: Evaluated for use in locations adhering to the
Installation Instructions
FL8228_R7._II_FL0160_Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute
ASCE 7, does not exceed the design pressures listed. 12'-0" Created by Independent Third Party:
x 6-8" max nominal size. Hurricane protective system Evaluation Reports
required in HVHZ, but not required in the Wind Borne FL8228_R7_AE_5..0.2.A,.pd-f
Debris Region. See DWG-MA-FLO160-07 for additional Created by Independent Third Party: Yes
information.
8228.4 Fiberglass Side -Hinged Door Unit 6-8" Opaque Outswing Single or Double Door w/ or w/o
I Sidelites
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.odf
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the i FL8228 R7 II FL0160Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute
ASCE 7, does not exceed the design pressures listed. 12'-0" Created by Independent Third Party:
x 6-8" max nominal size. Hurricane protective system i Evaluation Reports
required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 502A.odf
Debris Region. See DWG-MA-FLO160-07 for additional Created by Independent Third Party: Yes
i information.__._._.......
2 of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www.floridabuiIding.org/pr/pr—app_dti.aspx?param=wGE...
8228.5 Fiberglass Side -Hinged Door Unit 9__................._............................._............._............. ......_......._...._..... i 8'-0" _ Opaque Inswin Single or Double Door w/ or w/o
j Sidelites
Limits of Use Certification Agency Certificate
I Approved for use in HVHZ: Yes FL8228_R7_C_CAC_N.I..0069_0..0.02.Odf
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the 1 FL8228 R7 II FL0161Dx.pdf
Florida Building Code including the High Velocity Hurricane I Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute
1 ASCE 7, does not exceed the design pressures listed. 12'-0" Created by Independent Third Party:
i x 8'-0" max nominal size. Hurricane protective system 1 Evaluation Reports
1 required in HVHZ, but not required in the Wind Borne FL8228_R7_AE 501A,.pdf
Debris Region. See DWG-MA-FLO161-07 for additional Created by Independent Third Party: Yes
information.
4...................................................................................................................................................................................................................................................................................................................._............................................................................. i .............. ...................... .......
I
j....._._........_..._......._................................................._....................... ............_r
8228.E Fiberglass Side -Hinged Door Unit i 8'-0" Opaque Outswing Single or Double Door w/ or w/o
j Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.0f
i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 1
iImpact Resistant: Yes 1 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & ManagementIfZone, and where pressure requirements as determined by Institute 1
ASCE 7, does not exceed the design pressures listed. 12' 0 Created by Independent Third Party:
x 8'-0" max nominal size. Hurricane protective system Evaluation Reports
i required in HVHZ, but not required in the Wind Borne
Debris Region. See DWG-MA-FLO161-07 for additional
FL8228 R7 AE 501A.df
Created by Independent Third Party: Yes
information.
1 8228.7 Fiberglass Side -Hinged Door Unit 6-8" Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL8228_._R7.._C.._CAC _._NI006900.031pdf
Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
I Design Pressure: +52.0/-52.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management
fZone, and where pressure requirements as determined by Institute
ASCE 7, does not exceed the design pressures listed. 12'-0" Created by Independent Third Party:
x 6'-8" max nominal size. Hurricane protective system Evaluation Reports
required in HVHZ and the Wind Borne Debris,Region. See j FL8228 R7_-AE.__502A.pdf i
DWG-MA-FLO162-07 for additional information. I Created by Independent Third Party: Yes
i 8228.8 Fiberglass Side -Hinged Door Unit 6'-8" Glazed Outswing Single or Double Door w/ or w/o
Sidelites 1
Limits of Use
Approved for use in HVHZ: Yes
Certification Agency Certificate i
I FL8228 R7
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i
Impact Resistant: No
Design Pressure: +55.0/-55.0
1 12/31/2020
Installation Instructions
Other: Evaluated for use in locations adhering to the 1 FL8228_R7__IL__FL01.62Dx1pdf
j Florida Building Code including the High Velocity Hurricane 1 Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by j Institute
ASCE 7, does not exceed the design pressures listed. 12'-0"
6'-8" max nominal size. Hurricane
1 Created by Independent Third Party:
Evaluation Reportsxprotectivesystem
required in HVHZ and the Wind Borne Debris Region. See F.L.822...8._R7_AE_502_A.pdf
DWG-MA-FLO162-07 for additional information Created by Independent Third Party: Yes
i
y__.___._..__....___..____.._.._.___......_-.-....___.__..._._. _.-
8228.9 Fiberglass Side -Hinged Door Unit 1 8'-0" Glazed Inswing Single or Double Door w/ or w/o I
Sidelites
j
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: Yes FL8228_._R7_._C_CAC-.N1006900_04,pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the I FL8228 R7_IIFL0163Dx_,. j Florida Building Code including the High Velocity Hurricane i Verified By: National Accreditation & Management
Zone, and where pressure requirements as determined by Institute E
ASCE 7, does not exceed the design pressures listed. 12'-0" Created by Independent Third Party:
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ and the Wind Borne Debris Region. See
Evaluation Reports
i+ FL8228 R7_AE._50_lA.pdf
3 of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www.flori dabui I d i ng. org/pr/pr_app_dtl . aspx?param=w G E...
DWG-MA-FLO163-07 for additional information
8228.10 i 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 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: +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-
FL0162-07 for additional information.
8228.12 ' 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-
FL0162-07 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-
FL0163-07 for additional information.
8228.14 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: +43.0/-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-
FL0163-07 for additional information.
j Created by Independent Third Party: Yes
8'-0" Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228_R7_C_CAC _N1006900..04.._pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 II FL0163Dx.pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL82282..28_R7_A E_5.0..1...A,pdf
Created by Independent Third Party: Yes
6'-8" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900.05.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0162Dx.pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
F1_8...2.2..8 R7_AL_20. A.pdf
Created by Independent Third Party: Yes
6'-8" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 C CAC N1006900. 5.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
F L8228_R7___I I__F L0162Dx_,_pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
F L822.8.._R7_A E_.5::02A.pdf
Created by Independent Third Party: Yes
8'-0" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228._R7_C CAC. NI0069.0..0.06.,.p_df
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7_TI_F.L...O_.1_6..3_Dx,_pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7.__AE_50.1_A,pdf
Created by Independent Third Party: Yes
8'-0" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900.06,pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 II_FL0163Dx. f
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 501A.pdf
4 of 5 6/29/2015 6:07 PM
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 wwNv.Naniieertification.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 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-FL0162-07
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 Detail-MA-FL0162-07
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-FL0162-07
XX O/S Glazed 6'0" x 6'8" 551-55 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 US 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-FL0162-07
XO/OX O/S Glazed Door 6'0" x 658" 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-FL0162-07
OXO I/S Glazed Door 910" 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-FL0162-07
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-FL0162-07
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-FL0162-07
OXXO O/S Glazed Doors 12'6" x 6'8" 551-55 6.00 psf Doors -No NCTL-210-3108-1/CTLA-805W-2
Double w/SidelitesL Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size: 3'0" x 6'8" I Anchor Detail-MA-FL0162-07
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:
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 502A
336-945-9695 Date: 12/29/09
Product: Double Door with sidelites 12'x6'8"
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.
Drawings verification:
This analysis verifies anchoring for the following drawings
DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07
Anchors to be qualified:
1. #10 Wood screw, for installation in wood frame substrates.
2. 3/16" ITW Tapcon, for masonry installation
Anchor capacity in shear condition:
Fastener type: #10 wood screw
Side member: Douglas Fir -Larch
Side member thickness: t, = 1.000 in
Side member dowel bearing strength: Fe, = 4,650 psi
Minimum required penetration: 1.330 in
Duration Factor: Co = 1.6
Allowable Design Value: Z'= 171 Ibs/anchor
NUS 2005, 11.3)
Main member: Spruce -Pine -Fir
Main member thickness: t„,= 1.500 in
Main member dowel bearing strength: F_ = 3,350 psi
Screw bending yield strength: F,b = 80,000 psi
Tabulated lateral design value: Z= 107.0 Ibs
Fastener type: 3/16" ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Mode IV
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z = 197 Ibs
Actual edge distance: 2.50 in
Design value per interpolation: Z = 189 Ibs,
Allowable Design Value: Z'= 189 Ibs/anchor
Minimum anchor capacity: 171 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
Double. Pressure against stops with bump threshold:
36.38 36.38 Design pressure: 60.0 psf
M 79.25
Al
72.75
Zone
Area
Zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) QtY
Load
Ibs)
Al 2.3 138 N/A N/A 171 1 138 OK
AZ 7.7 463 6.00 21.00 171 5 93 OK
A3 1 7.7 463 N/A N/A 171 3 154 1 OK
o\ \111i11///
51 -
s r
y' .- TAT OF` Z
OR04tP #\^'w
jONAL1 ?
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 1 /7/2010
Luis R. Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
336-945-9695
Manufacturer: Masonite
Report #: 502A
Date: 12/29/09
Double. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
2
Al- - - Al
2 79.25
Area Load Ind.
Max. Anchor
Cop.
Ibs)
Q
Load
Ibs)
Zone
Zft) Ibs) in)
O.C.
in)
Result
Al 10.0 601 6.00 21.00 171 5 120 OK
AZ 10.0 601 N/A N/A 171 4 150 OK
72.75
Double. Pressure against stops with saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
Al Al =
3Y
A2 - A2
79.25
72.75
Zone Area
Zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs)
Q
Load
Ibs)
Al 2.3 138 N/A N/A 171 1 138 OK
Az 8.9 532 6.00 21.00 171 5 106 OK
A3 7.7 463 N/A N/A 171 3 154 OK
A4 10.0 601 N/A N/A 1 171 4 1 150 OK
Double with sidelites. Pressure against stops with bump threshold:
37.50 36.38 36.38 37.50
Al A4 A4 \ Al
lY Y 5 Y_
A2 A2
5 3
A2
Al A4 A4 Al
79.25
147.75
Double with sidelites. Pressure away from stops'.
37.50 36.38
79.25
147.75
Double with sidelites. Pressure away from stops'.
37.50 36.38 36.38 37.50
Al Al
A22 3 A4 1
1
3
J A2 79.25
3 A4 A3
Al Al
Design pressure: 60.0 psf
Area
Design pressure: 60.0 psf
Zone Area
ft2)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCa
Ibs) QtY
Load
Ibs)
Al 2.4 146 N/A N/A 171 1 146 OK
AZ 7.9 473 6.00 21.00 171 5 95 OK
A3 8.9 537 N/A N/A 171 4 134 OK
A4 10.0 601 N/A N/A 171 4 150 OK
147.75
Double with sidelites. Pressure against stops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50
Al
Y 6 Y
Al
A2/ A2
Al Al
79.25
i
147.75
2of4
Zone
Area
zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
Anchor
ResultCap.
Ibs)
Qri
Load
Ibs)
AI 2.4 146 N/A N/A 171 1 146 OK
Az 7.9 473 6.00 21.00 171 5 95 OK
A3 1 7.8 468 1 N/A N/A 171 3 156 1 OK
A4 8.9 537 N/A N/A 171 4 134 OK
A 2.3 138 N/A N/A 171 1 138 OK
A 7.7 463 N/A N/A 171 3 154 OK
A, 10.0 601 N/A N/A 1 171 4 150 OK
Luis R. Lomas P.E.
FL No.: 62514
1 /7/2010
Luis R. Lomas P. E.
3of4
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door with sidelites
U
a0
4
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
P,
r
LJ0
TAT QF
tf«NI
N AL
tltt
Luis R. Lomas P.E.
FL No.: 62514
1 /7/2010
4of4
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door
36.38 -- 36.38 —
6.00 TYP.
1
6.00
I
1 3.45
MAX. O.C.
I
i
i
79.25
1
6.00
0
6.00 TYP. — —i— 18.19 TYP.
3.00 TYP.
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
tt1l1t1/1//
4
s
46 q 451X»•
TATE OF
ORVOt
11t111-4 1
Luis R. Lomas P.E.
FL No.: 62514
1 /7/2010
SIDE -HINGED FIBERGLASS DOOR UNIT
6-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
00
GENERAL NOTES
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 (HVHZ),
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.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TFCT nFgrPIPTnN nFCI(:NATIlnN RFCIIIT
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F
RATE OF BURNING ASTM 0635 0.56 IN/MIN
SMOKE DENSITY ASTM D2843 1 53.47
TENSILE STRENGTH" ASTM D638 1 3.27. DIFF
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFCT nrCrPIPT!l1N nrCIr NATI(1N RFCI II T
SELF IGNITION TEMP ASTM D1929 740 T > 650 'F
RATE OF BURNING ASTM D635 0.77 IN/MIN
SMOKE DENSITY ASTM D2843 13.4%
TENSILE STRENGTH" ASTM D638 7.507 DIFF
COMPARATIVE TENSILE STRLNGIH AF1ER WEATHERING
4500 HOURS XENON ARC METHOD 1
7. IMPACT GLAZING LAMINATE MIAMI DADE 8CCO NOA 09-0127.13.
149" MAX. OVERALL FRAME WIDTH
21 " MAX 36.375" MAX.
PANEL WIDTH - 37.5" MAX. --
FRAMEW/ASTRAGAL WIDTH
w
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DOUBLE DOOR UNIT W/SIDELITES
Addff dun l0 NAMI
Ge U1141dm No.: N!60
Reviewed Br. - -
Date flevie ed:
I 1
I % iU l LE 6i i
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SINGLE DOOR UNIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET #1 DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 JANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT SINGLE DOOR UNIT
WITH SIOELITE WITH SIDELITE
SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING"
X 37.5 52.0 -520 55.0 -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0
XX 74- 52.0 -52.0 55.0 -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0
OX ar XO 75 52.0 -52.0 SS.D -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0
OXO 112.5 52.0-52.0 55.0 -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0
OXXO 149' 52.0 -52.O j 55.0 -SS.0 419.0 -19.0 140.0 -40.0 55.0 -55.0
nlgn uam Inresnow uesign
4r 1 C
KURT BALTHAZOR
FLORIDA P.E.
56533
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BY: SWC
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MA-FLO162
v _L OF 3
6" — — SEE DETAIL
E. — 3.. }—
3.1
I I Ck I— 3
iE 3..
3..
SEE DETAIL
1 1— 3.i
3"
6" 3"
I IIII
6"
J it I
3' —
3
3,. —
3
3"
SEE DETAIL
8x2-1/2" #
10x2"
i0 x 5/8"
8 x 2-1/2" #10 x 3/4"
10 x 5/8" #
10 x 3/4"
10 x 2
FRAME / DOOR
DETAIL "D" DETAIL "C"
TYPICAL
0.962"I
1 .375"
T
INSWING THRESHOLD OUTSWING THRESHOLD
0
N
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Ow
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6
AdGeraMn to NAMI
C216kzbo t ND.:
Reviewed By
8 x 2-1/2 Da?eRwiew.; ,/./,•,
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL
STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT
FORA 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
AS SHOWN.
0.124` ANNEALED DECORATIVE INSERT
0.090" SAFLEX IIIG (
OPTIONAL) DOW 832
0.124* ANNEALED — 0124` TEMP.
f/6 % 1-1/2" PHS
EE DETAIL
C"
6"
1 .75" 1 .047"
HIGH DAM O/S THRESHOLD
DOW 832
EXTERIOR V INT RI R
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
f
DOW 832„'.;
DOW 832 ,'•i`^,.
XETERIORINTERIOR
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
C.
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DATE: 1/5/07
SCALE: N. T. S.
DWG. Br: SN/S
CHK. BY:
DRAWING NG.:
DWG-MA-FLO162-
SHEET 2 OF 3
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
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" T.APCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8".
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.
U
a SEE DETAIL
D" SHT. 2
r
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3
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I —
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6.. 6" —
1 1 I I
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II II
I
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a
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1.50'" MIN
0.25' MAXSHIM
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.
1.25' MIN °
0.25" MAXSHIM
CL — (—
TYPICAL MASONRY
ANCHOR INSTALLATION
AWendum to NAMI
Ceftziw It: /J i c , 6, 9 00 _ rZ ,
Reviewed 9y
Dale Reviewed: , /, -. i
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DATE: 1 /5/07
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO162-07
SHEET } OF
REQUIRED INSPECTION SEQUENCE
BF# t o 61K
BUILDING(PERMIT
Min Max )Inns ection Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL PERM'IT
Min Max llns ee Ron Descri ti®n
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min max Ins ectio Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
ME.CIIANWA.L;Pi
Min I Max
Minn Max
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014