HomeMy WebLinkAbout115 Crown Colony Way7FECEiV
B 9 2011
rn
Permits Plus, LLC
Y
CITY OF.a 1-4r— D
p.0. Box 6650 BUILDI & FIRE PREVENTION
Ocala, FL 34478 PERMIT APPLICATION352) 861-P111 (7587
I
Application No:
G ` Documented Construction Value: $
1 Historic District: Yes No
Job Address:
Zoning:
Parcel AID: S - 1 10
Description of Work:
LL! Title:
Plan Review Contact Person 'air r T . > `
e:',b2_Fax: _
E-mail: COM
YV re-5r1 Z 1 z::>`i • Property Owner Information
Phone:
U
Nam_____ Resident of property?
Street: 1
City, State Zip: = 3`- Contractor Information
77
ph
Name
Street: crJc C,rk,hrk C...iak113O Fax• 55—
S'.al-=- --
1. State License No.:
City, State Zip: .
Architect/Engineer Information
Phone: P
Name: _ N
IJ Fax:
Street: I pE-mail:
City, St, Zip:
Lender;
Bonding Company: N I fl Mortgage
Address: N {' Address:
PERMIT INFORMATIONBuildingPermit o. of Stories:
Square Footage:
Construction Type' _ -- --
N
No. of Dwelling Units: Flood Zone:
Electrical
Plumbing C]
New Service - No. of AMPS:
New Construction - No. of Fixtures: _—
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
4
that no
Application is hereby made to obtain
prior issuance of a permitttodotheworkandtandthatallwokwillbeperformedtoationsasindicated. I certify
work. or installation has. commenced p or o,
un
meet standards of all laws regulating construction in this jurisdiction. I
n
de stand that
rs,
a separate pers, tans, and
it
must be secured for electrical work, plumbing, signs, wells, pools,
air conditioners, etc.
OWNER'S AFFI DAVIT• I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSED ON THE JOB SITE BEFORE THEOFCOMMENCEMENTMUSTBERECORDEDAND
FIRST INSPECTION. IF YOU IN OBTAININGO FINANCING,
OICE OF COMMENC MENT.
YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
that may be found in the public records of this county, and then
agemay
nbe
cies,
additional
grm
1eSrequired propertyfromother
governmental entities such as water managementdlstrlcts, g Acceptance of
permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law,
FS 713. er The
City
of Sanford requires payment of a plan review vi trct S notsubmi tedyof the ,=we reserve
rve theright tcontract is ocalculatein
the to
calculate a
plan review charge. If the executed ty levels. Shouldcalc l plan review fee
based on past perme documented g it
activis
exceedthety to your
permit fees when the construction value when
the executed contract is submitted, credit w' a app 1 ed permit is released.
Signature of Owner/
Agent Date Print Print
Owner/
Agenf
s Name Signature of Notate
ary-Stof Florida DateOwner/Agent is Personally Known
to Me or Produced ID Type of ID
APPROVALS: ZONING: ok - UTILITIES: WASTE
WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: k c
Iw )r
7
LuFeofNoFgry-State1111, 11111 ommo Date
MY
COMMISSION # EE 029992 EXPIRES: October
21, 2014 J'rgTfOF'
F`O O gpnded
Th[u 64el Notary Sw'o Rev l 1.08 Contractor/Agent
is !/ Personally Known to
Me or Produced ID Type of ID
8529 South Park Circle
Orlando, Florida 32819
Bus: (407) 370-2872
Fax: (407) 352-6309
Limited Power Of Attorney
Date-Z
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint Christy Galas, Greg Galas, Sandra Barris, Donna Malvar, Jennifer
Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for
me to register my license an apply to:
r For a permit for work to be performed at
the location: Lot: Blk: Sec:a Twp: _ Rge:
SubdivisionCYf'j i~% C.1_ Parcel or Alt Key# j ' —I S-=-05°70
Address of Job
Owner Of Property: CCA SU C- L
v
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sin ly,
Peter Anthony Cafaro III
Primary State Qualifier
CGC 1508417
State of Florida
County of Orange
The foregoing instrument was acknowledged before me by Peter
known to me and who did not take an oath. ^^
Sworn to and subscribed before this day ofE b 211_.
Notary Public a,
My Commission Expires: 10/21/2014
Anthony Cafaro III, who is personally
SEAL)
roar?'; UpFr ANNE S. ROMANS
MyCOMMISSION # EE 0202 EXPIRES.
October 21, 2014 r, ,
ate 8*W TMu Budget Notary U WA 9
Of-f A
GENERAL
Parcel Id: 33-19-30-5QS-0000-0570
ow ne r: CASUCCI JOSEFH & CONCEfTA
Mailing Address: 115 CROWN COLONY WAY
City,State,ZipCode: SANFORD FL 32771
Property Address: 115 CROWN COLONY WAY
Subdivision Name: CROWN COLONY SUBDIVISION
Tax District: S1-SANFORD
Exemptions: 00-HOMESTEAD (2004)
Don 01-SINGLE FAMILY
VALUE SUMMARY
VALUES
2011
Working
2010
Certified
Value Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 93,851 102,743
Depreciated EXFT Value 1,380 1,440
Land Value (Market) 25,000 25,000 .
Land Value Ag 0 0
Just/Market Value 120,231 129,183
Portablity Adj 0 0
Save Our Homes Adj
Amendment 1 Adj
0
0
0
0
Assessed Value (SOH) 120,231 129,183
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 120,231 100,000 20,231
Amendment 1 adjustment is not applicable to school assessment) Schools 120,231 25,000 95,231
City Sanford 120,231 50,000 70,231
SJWM(Saint Johns Water Management)
J..__.._..
County Bonds
120,231
u..___...._......._
120,231
50,000
50,000
70,231
70,231
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES 2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: $1,542
SPECIAL WARRANTY D® 08/2003 05278 0343 $142,100 Improved Yes 2010 Certified Taxable Value and Taxes
WARRANTY DEED 04/2003 04779 0081 $320,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales w ithin this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: ck...- v,
LOT 0 0 1.000 25,000.00 $25,000 LOT 57 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78
BUILDING INFORMATION
Est. Cost
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Now
Building 1 SINGLEFAMILY 2003 7 1,617 2,053 1,617 CB/STUCCO FINISH $93,851
Sketch
Appendage /Sgft GARAGE FINISHED/415
Appendage i Sgft OPEN PORCH FINISHED/ 21
NOTE Appendage Codes included in Living Area: Base, Loper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi
Finshed
Permits
97,255
EXTRA FEATURE
Dnscrintinn Year Blt Units DCFT Value Eat_ Cnst Now
scpaft.org/.../re_web.sem inole_county_...
1/2
STORE COPY o
0
Materials Price $ 63U.1
V
d
ti
N
INSTALLATION DESCRIPTION
Stock or SOS : Stock Door Type: Patio
Select Location : Back Door J- Select New Door: Hinged ;` French
Number of Doors to Install : 1 Side Lights or Transoms: No
Hidden Damage Description : None. Number of additional holes bored for accessories : None LL.
Install Specialized Mortise Hardware : No Lead Safety Practices : No
Total Linear Feet of Custom Trim to be Installed : 0 Deliver Door : No
Customer Understands Scope of the Project : Yes Permit Required: No
Additional Miles Traveled over 20 : 0 Bring Up To Code Description: None
Local Disposal Fee: Yes Describe Other Worts Needed : CUT AWAYOUTSIDE ANGLE STUCCO RE
TRIMSfPAD OPENING
m
Other Work Charge : Yes TOMM Comments : detail for install of french door with blinds
Labor Charges S 563.7
a
Detail Deduction S 35.0
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove!reinstall security system equipment. Customer is responsible to advise if prop-
erty is governed by Historic District Regulations.
Additional Specifications: The Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazard
may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for details.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES
e applicable labor is taxable,check local tax restrictions.
SUB -TOTAL 11
TAX
DELIVERY
ORDER TOTAL 11
BALANCE DUE
Store 1657 Project No. 317349445 for JOSEPH CASUCCI Page 2 of 5
2/7/2011
Product Approval Menu > Product or Application Search > Application List > Application ERMIT
FL # FL4904-R4
Application Type Revision
Code Version 2007
Application Status Approved
Approved by DCA. Approvals by DCA shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Masonite Intemational
Address/Phone/Email One North Dale Mabry
Suite 950
Tampa, FL 33609
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
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Product Approval Method Method 1 Option A -
Date Submitted 12/16/2010
Date Validated 12/16/2010
Date Pending FBC Approval
Date Approved 12/22/2010
Summary of Products
floridabuilding.org/pr/pr_app_Oti.aspx?...' 1/3
2/7/2011 i a y v
j FL S ; MOael, numwber uourname cescnption 4904.
1 i Wood -edge Steel Side -Hinged Door 6-8" Opaque I/S and O/S Single Door Units
4 Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes Approved
for use outside HVHZ: Yes FL4904
R4 C CAC NI006110 R4.PDF Quality
Assurance Contract Expiration Date Impact
Resistant: Yes Design
Pressure: +76.0/-76.0 12/
31/2014 Installation
Instructions Other:
Evaluated for use in locations adhering to the Florida Building
Code including the High Velocity Hurricane Zone, and FL4904
R4 II FL0128.odf Verified
By: National Accreditation & Management Institute; where
pressure requirements as deter fined by ASCE 7, Minimum Created by Independent Third Party: Design
Loads for Buildings and Other Structures, does not exceed Evaluation Reports the
design pressures listed. 3'-0" x 6-8" max nominal size. When large
missile impact resistance is required, hurricane protective FL4904
R4 AE 504A.odf Created
by Independent Third Party: Yes system
is NOT required. See DWG-MAAFLO128-05 for details. Y i.................................................................................................................................................................................................................................................................................................................................................................................
4904.
2 1 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units
i
Limits of Use Certification Agency Certificate Approved
for use in HVHZ: Yes Fi a904 R4 C CAC NI006110 R4.PDF i
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: Yes Design
Pressure: +70.0/-70.0 12/
31/2014 Installation
Instructions j
Other: Evaluated for use in locations adhering to the Florida FL4904 R4 II FL0129.odf Building
Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute, s
where pressure requirements as detenined by ASCE 7, Minimum Created by Independent Third Party: Design
Loads for Buildings and Other Structures, does not exceed Evaluation Reports the
design pressures listed. T-0" x B'-0" max nominal size. When FL4904 R4 AE 503A.odf large
missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system
is NOT required. See DWG MA FL0129 05 for details. 4904.
3 Wood -edge Steel Side -Hinged Door 6-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units
iLimits
of Use Certification Agency Certificate s
Approved for use in HVHZ: Yes FL4904 R4 C CAC NI006110-R4.PDF Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: Yes Design
Pressure: +55.0/-55.0 12/
31/2014 Installation
Instructions j
Other: Evaluated for use in locations adhering to the Florida Building
Code including the High Velocity Hurricane Zone, and F14904
R4 II FL0128.12df Verified
By: National Accreditation & Management Institute, where
pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design
Loads for Buildings and Other Structures, does not exceed Evaluation Reports the
design pressures listed. 12'-0" x 6-8" max nominal size. When FL4904 R4 AE 502A.pdf large
missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system
is NOT required on opaque panels, but is required on 1
glazed panels. See DWG-MA-FLO128 05 for details. i
4904.4 i Wood -edge Steel Side -Hinged Door _ 8'-0" Opaque I/S Door w/ or w/o Sidelites i
Units Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes Approved
for use outside HVHZ: Yes FL4904
R4 C CAC NI006110-R4.PDF Quality
Assurance Contract Expiration Date Impact
Resistant: Yes Design
Pressure: +45.0/-50.0 12/
31/2014 Installation
Instructions Other:
Evaluated for use in locations adhering to the Florida Building
Code including the High Velocity Hurricane Zone, and FL4904
R4 II FL0129.odf Verified
By: National Accreditation & Management Institute, where
pressure requirements as detemined by ASCE 7, Minimum Created by Independent Third Party: Design
Loads for Buildings and Other Structures, does not exceed Evaluation Reports the
design pressures listed. 12'-0" x 8'-0" max nominal size. When FL4904 R4 AE 501A.odf large
missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system
is NOT required on opaque panels, but is required on glazed
panels. See DWG-MA-FLO129-05 for details. 4904.
5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites j
Units Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes Approved
for use outside HVHZ: Yes FL4904
R4 C CAC NI006110-R4.PDF Quality
Assurance Contract Expiration Date Impact
Resistant: Yes Design
Pressure: +50.0/-45.0 12/
31/2014 Installation
Instructions Other:
Evaluated for use in locations adhering to the Florida Building
Code including the High Velocity Hurricane Zone, and FL4904
R4 II FL0129.Ddf Verified
By: National Accreditation &Management Institute, where
pressure requirements as detemined by ASCE 7, Minimum Created by Independent Third Party: Design
Loads for Buildings and Other Structures, does not exceed Evaluation Reports the
design pressures listed. 12'-0" x 8'-0" max nominal size. When large
missile impact resistance is required, hurricane protective FL4904
R4 AE 501A.odf Created
by Independent Third Party: Yes required
on opaque panels, but is required on 59.
NOT
Se _
e -- 4904.
6 Wood -edge steel Side -Hinged Door i
Units 6-
8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits
of use Certification Agency Certificate floridabuilding.
org/pr/pr-app—dtl.aspx?... 2/
3
2/7/2011 Florida Building Code Online
Approved for use in HVHZ: Yes FL4904 R4 C CAC NI006110-R4.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +50.5/-50.5
12/31/2014
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R4 II FL0130.odf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute,
where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports
the design pressures listed. 12'-0" x 6'-8" max nominal size. When FL4904 R4 AE 502A.odf
large missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes
system is required. See DWG-MA-FLO130-05 for details.
4904.7 Wood -edge Steel Side -Hinged Door
Units
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, Minimum
Design Loads for Buildings and Other Structures, does not exceed
the design pressures listed. 12'-0" x 8'-0" max nominal size. When
large missile impact resistance is required, hurricane protective
system is required. See DWG- MA- FLO131-05 for details.
8'-0" Glazed I/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4904 R4 C CAC NI006110-R4.PDF
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL4904 R4 II FL0131.odf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL4904 R4 AE 501A.Ddf
Created by Independent Third Party: Yes
14904.8 :Wood -edge Steel Side -Hinged Door 8' 0" Glazed O/S'Door w/ or w/o Side ites
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45.0/-40.0
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 design pressures listed. 12'-0" x 8'-0" max nominal size. When
large missile impact resistance is required, hurricane protective
system is required. See DWG-MA-FLO131-05 for details.
Certification Agency Certificate
FL4904 R4 C CAC NI006110-R4.PDF
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL4904 R4 II FL0131.Odf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL4904 R4 AE 501A.Ddf
Created by Independent Third Party: Yes
Back Next
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
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Product Approval Accepts:
W® aChrc:,_
sewriCvxi,ruicr
YerfSfgntrurted
vE 1'.1 1
floridabuilding.org/pr/pr_app_dti.aspx?... 3/3
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
6'-B" GLAZED DOU13LE DOOR WITH / WITHOUT SIDELITES
GENERAL NN0777 y
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. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED,
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED: INDEX OFFLBO PER ASTM E84.
4. PLASTICS TESTING OF UTE FRAME MATERIAL
TEST DESCRIPTION OESICNAnON RESULT
SELF .IGNITION TEMP ASTM 01929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE OENSI- AST. 02643 13.4R
TENSILE STRENGTH• ASTM 0638 7.509. DIFF
COMPARATIVE TENSILE STRENGTH AFTERWEATHERING 4500
HOURS XENON ARC METHOD 1 NpgnWf761A
d
co 149"
MAX. OVERALL FRAME WIDTH O p V 21"
MAX 36.375" MAX. 37.5" MAX. PANEL
WIDTH I- O D.L.O. W',
ASTRAGAL I FRAME WIDTH - O
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T I- U) cl)
Llj
L
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6
DOUBLE
DOOR UNIT W/SIDELITES SINGLE.
DOOR UNIT DOUBLE DOOR UNIT SIN FI,DOORUEIiSINGEDOORUNITWITH
SIDELI7E WITH SIDELITE TABLE..
OF CONTENTS SHEET
f DESCRIPTION 1
TYPICAL ELEVATIONS & GENERAL NOTE5 2
ANCHORING LOCATIONS & DETAILS 3
ANCHORING LOCATIONS & DETAILS SINGLE
DOOR UNIT W/SIDFI I. E DESIGN
PRESSURE RATING WHERE
WATER INFILTRATION PERFORMANCL IS REQUIRED
TO BE 15% OF DESIGN PRESSURE CONEIG
MAX WIDTH INSWING OUTSWING INSWING OUTSWING X
37.5 50.5. +50.5: -50.5 19.0 -19.0 .. XX
74 50.5 -50.5 +50.5 -50.5 19.0. -19.0 OX
or X0. 5 50.5 -50.5 +50.5 -50.5 19.0- -19.0 DXO'
112.5. 50.5 -50.5 +50.5 -50.5 19.0 .-19.0. OXXO
169 - 50.5 -50.5 +50.5 -50.5 19+0.. -19.0 N
A SO.SN A-50.5 X -
VEPT 37.5 55.0 -55.0 +55.0 -55.0 L^
t4 1p KURT
BALTHAZOR FLORIDA
P.E. 156533
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ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
10 x 2" #8 x 2_1/2"
THE THRESHOLD & INTO THE
18 x 2-1/2' STRUCTURE DEEP ENOUGHii;"#
10 x 5/8*##,
FORA 1.375" THROW
8 x 2-1/2"10 x 1
DETAIL "F" ASTRAGAL
j/10 x 5/80 x 3/410x2DETAIL "E" ASTRACAL DETAIL "
C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 ALUM. STEEL OR WTTE SPACER STRIKE
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SLED BY LUIS R . AS. PE
FLORIDA #62514) WITH THE LOWESTA(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.
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.
m
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SEE DETAIL
D' SHT. 2
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3'
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
1.50" — MIN I 0.25" MAXSHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.zs' MIN 1'
0.25"
SAX
CL —I I— Adkdo 10 NYV
fleriaAei Br
DmeHe— /i/.cu
TYPICAL MASONRY
ANCHOR INSTALLATION