2445 Park Ave 06-2137 SFRPERMIT ADDRES
CONTRACTOR
ADDRESS
PHONE NUMBER_
PROPERTY OWNER
ADDRESS
PHONE NUMBER
9494
w i
Pork Avgo
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # V V 0'*N' DATE SwIlAF O
PERMIT DESCRIPTION &A) wS I
PERMIT VALUATION a 00', a 00
SQUARE FOOTAGE 94C
0% 7)
i
MA
CITY OF SANFORD PERMIT APPLICATION
Permit #: - LI S-/
Job Address:
Description of Work: r✓
Historic District: Zoning:
Date: 7Z Z 4110
qO
Value of Work: $ ,3000, '
Permit Type: Building Electrical __,X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS 150 Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Type: Residential _t Commercial Industrial Total Square Footage:
Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
LAB n�a
Contractor Name & Ad ress:
5w�
gaSr. [; lb~
Phone & Fax: 707 — 3Z
Bonding Company:
Address:
Mortgage Lender:
Address:
(Alta h Proof of Ownership & Legal Description)
PO 1->0 9 sos; 's D
Phone: 3:521- :$-T7 _0
_L44W State License Number: e e — 00 /Sl yy
Contact Person: �/%Cl�-Q Phone:
Architect/Engineer: Phone:
Address: Fax:
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. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
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. WARNING TO OWNER: YOUR FAILURE- TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 pennit is verification that I will notify the owner of the property of the rcquireme)d—s4f FI - a Lien w, FV 13.
—
742 �/D .
Signature of Owner/Agent
Date Signature
to
C`/IV 1 � cr/at'✓ �,c& S -
Print Owner/Agent's Name
Print Contractor/Agent's Na
6o
Signature of Notary -State of Florida
Date Signature of No State of Florida Cl
t- 6
Date
I✓ CIAN N U
a� p vi Z
Owner/Agent is _Personally Known to Me or
Contractor/Agent is " Personally Known
to Me or N o ^ c o
m
Produced ID
_ Produced ID
Q m
APPLICATION APPROVED BY: Bldg:
Zoning: Utilities:
`
FD: L>
(Initial & Date)
(Initial & Date) (Initial & Date)
(Initial & Date)
�%
Special Conditions:
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
ISSUED BY CITY OF SANFORD
STATEMENT NUMBER 106-750 7 DATE: 7 2 G
BUILDING PERMIT NUMBER: '-'� 31CITY) COUNTY NUMBER:
UNIT ADDRESS: Z q Lf ! `• (741tj°,•.J ;- G ,1,1 r" L, -
TRAFFIq ZONE: JURISDICTION: 06 CITY OF SANFORD
SEC: -(- TWP: 1`) RNG: PARCEL: 3 3C � S Sc -46 e-C -C CI-6
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME: e rA2 (".' (" L) I - 0t-- u S i •� C'
ADDRESS: ( e- G: e -?5 C t S•G L: f*70 rd F �- L z iy �` - d
APPLICANT NAME:
ADDRESS:
LAND USE CATEGORY: 001 - Single Family Detached House
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE PER # 6 TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
-ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00
ROADS
-COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00
LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00
AMOUNT DUE 6 2,143.00
STATEMENT /
RECEIVED BY: Ile Vf-1 f 5/K 19$1%7 S SIGNATURE:
(PLEASE PRINT NAME)' --
DATE :
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY 3-CITY O
2-APPLICANT 4-COUNTY
**NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RUSES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO:
CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVENUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
*******************SINGLE FAMILY BUILDING PERMIT********************
Corinthian Builders, Inc. P.O Box 950850, LAKE MARY, FL 32795-0850 (407) 403-5658 Fax (407) 322-8641
City of Sanford
Building Department
300 N. Park Ave.
Sanford, FI 32771
Re: Building Permit # 06-2137, 2445 Park Ave.
Attention: Building Official
Dear Sir:
February 9, 2007
We respectfully request that the above noted building permit be cancelled. We will not be building
the single family residence at this location. If there is additional information you may require from us
regarding this matter please contact our office at the above number. We will be happy to comply with
whatever is required.
Since
Rick Kovacsik, President
.--Mua aIMa Sri fJ eaa Cu %Y ai it:,c aP 4'! SV"(it 9(10
_ .OTICE OF COMMENCEMENT
M I..
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Parcel ID No 36-19-30-550-0000-0050 m �-
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This Notice of Commencement is filed in connection `'' M
with Mortgage filed in O.R. BookUO13, page t� o
Public Records of Seminole county, Florida. P 51
Of Seminole County, Florida. m
Loan No. 5024404914 n 0
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STATE OF FLORIDA
COUNTY OF SEMINOLE iT
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The undersigned hereby gives notice that improvement will be made to certain real property; and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement: _(
n
1. Description of Property:
LOT 5, PARK AVENUE ESTATES, SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, CITY OF
SANFORD, SEMINOLE, FLORIDA, A REPLAT OF PORTIONS OF LOT 38, AND ALL OF LOTS 39 m
THROUGH 48, INCLUSIVE, PINE HEIGHTS, ACCORDING TO THE PLAT AS RECORDED PLAT z
BOOK 3, PAGE 51, AS RECORDED IN PLAT BOOK 68. PAGE 17, OF THE PUBLIC RECORDS OF in
SEMINOLE COUNTY, FLORIDA.
c
2. General description of improvement: Single family residence and all improvements
n
3. Owner: Name: CORINTHIAN BUILDERS, INC., A FLORIDA CORPORATION z
Address: P 0 BOX 950850, LAKE MARY, FL 32795 0
a,
Fee Simple Ownership uLPERTIFIfp C0Pr
Sri
4. Contractor: Name: CORINTHIAN BUILDERS INC
Phone number: (321) 377-0480 N IqA C
Address: P. 0. BOX 950850, LAKE MARY, FL 32795-0850
5. Surety: N/A
4-i
6. Lender: HARBOR FEDERAL SAVINGS BANK
P.O. Box 249 A n �'•
Fort Pierce, Florida 34954 R
Phone Number: 772-467-3202 or 800-226-4375, ext 20110
h
C)
h
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by Section 713.13(1)(a)7., Florida Statutes: N/A
G?
8. In addition to himself, Owner designates, HARBOR FEDERAL SAVINGS BANK, Attn: Construction
Department, P.O. Box 249, Fort Pierce, Florida 34954, to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
9. Expiration date of Notice of Commencement: 1 year from the datp of r cgrding of this instrument.
Owner CORINTHIAN BUILDERS, INC., A FLORIDA
CORPORATION BY RICHARD KOVACSIK, President
209 W. 1st St. Sanford, Fl. 32771
Owner
STATE OF FLORIDA
COUNTY OF Seminole
SWORN TO AND SUBSCRIBED before me this 20th day of April 2006 by
Richard Kovacsik President of Corinthian*who { } is personally known to me, or {X} has produced
as identification.
* uilders, Inc., a Florida Corporation
*PREPARED BY AND RETURN TO:
L . MOORE Notary Public ANITA L . MURPHY
KAMPF TITLE & GUARANTY CORPORATION O1-25-OS 4IDD 4659
3999 W. 1st St. Sanford, Fl. 32771 My Commission Expires:
(407) 322-9484 FILE#64451 ALM {Notary Seal}
o1,yx o Anita L Murphy
? My Commission D0284659
Oor,�d� Expires January 25.2008
Permit #
Job Address:
Description of Work:
Historic District:
A
CITY OF SANFORD PERMIT APPLICATION qPQ �
r113 �l.cr5) Date: n (� O(�_ 'T 2 �®O
Zoning:
Work: S. 249O.1 O00 • Oo
Permit Type: Building le*' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential V Non -Residential Replacement New V/ (Duct Layout & Energy Ca1c. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets n
Occupancy Type: Residential Vl*' Commercial Industrial
Construction Type: I— # of Stories: I # of Dwelling Units:
Parcel #: 3(,, - / ) - 30 -5-,rd - D Oo v -- o
Owners Name & Address:
Name & Address:
Phone & Fax: 'Jo -
Bonding Company:
Address:
Mortgage Lender:
# of Gas Lines
Plumbing Repair - Residential or Commercial
Total Square Footage: a00
Flood Zone: X (FEMA form required for other than X)
(Attach Proof of Ownership & Legal Description)
Phone: 3a 1 - 1 1-1 — 0 4 iRC
�1t35— "b Afticense Number: _ CCU C_05A,2.4
Person: R tck 1;(`t _s . IC Phone: 3a l 3'V1— o 13o
Address: _Mad
d Architect/E Weer: la : LrN Q Phone: AZQ Q5a J, A:�
r
Address: 6t,,, ��L^O�ci- (iAr,, lix,� ,C(� 3aRM-i- Fax: AgQ U(z l li 5%
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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.
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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
TICE: 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
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or Contractor/Agent is ✓ Personally Known to Me or
Produced ID _ Produced m
t `t C. y/Z(p o S
APPLICATION APPROVED BY: Bldg. N)6Zoning: 6 Utilities:
(Initial & te) (Initial & Da ) (Initial & te) (Ini
Special Conditions:
Co
SD 2,C 88) * 93y;g ,19
PARCEL DIVAIL
24
DAY!D JONNSON, CF-A, ASA
PROPERTY
APPRAISER
S001NOLECOUNTY Ft-
l lot E. FIRST 5T
SANFORD,FL32771-1468
407-665-75J
26
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2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 36-19-30-550-0000-0050
Number of Buildings: 0
Owner: TURNOVER INV LLC
Depreciated Bldg Value: $0
Mailing Address: 623 SARITA ST
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $30,000
Property Address:
Land Value Ag: $0
Subdivision Name: PARK AVENUE ESTATES
Just/Market Value: $30,000
Tax District: S1-SANFORD
Assessed Value (SOH): $30,000
Exemptions:
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $30,000
Tax Estimator
2005 VALUE SUMMARY
SALES
2005 Tax Bill Amount: $406
Deed Date Book Page Amount Vac/Imp Qualified
2005 Taxable Value: $20,333
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit
Method Units Price
Land
Value
PLATS: Pick...
LOT 0 0 1.000 30,000.00
$30,000
LOT 5 PARK AVENUE ESTATES PB 68 PG 17
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
""' If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value.
A. The site shall be re -platted for each lot to have a minimum lot width of sixty (60) feet
B. A twenty (20) foot City of Sanford City Services easement shall be dedicated along the
rear (east end) of each lot;
C. The plat shall meet the minor subdivision plan requirements and be approved by staff;
D. The lots shall be restricted to Single Family Residential development and use only;
E. All homes shall be constructed to be consistent with the lot design and architecture
style of the plans and elevations submitted or otherwise be approved by the Planning &
Zoning Commission;
F. All homes shall have a minimum 1,500 square feet of livable, air conditioned space;
G. A11`homes shall have and maintain a functioning garage;
H. All garages shall be constructed in the rear of the sites with adequate automobile
maneuverability to prevent vehicles from "backing out" onto Park Avenue;
I. There shall be no use or access to the existing alley without written city approval;
I The lots shall be developed to meet the minimum area and dimensional requirements of
the SR-1, Single Family Residential zoning district regulations;
K. Ali structures shall have a maximum building height of thirty-five (35) feet;
L. The applicant shall remove and re -install the sidewalk along Park Avenue with said
new sidewalk being straight (not winding) unless required to work around existing
trees or landscaping;
M. To be consistent with the proposed single family land use, the applicant shall submit.
applications to the City (prior to the issuance of any Certificate of Occupancies) for the
following:
1. A rezone request to change the zoning of the site from GC-2, General
Commercial and RMOI, Multiple Family Residential Office Institutional to
SR -I, Single Family Residential; and
2. A small scale Comprehensive Plan Amendment to amend the current
Future Land Use from GC, General Commercial and ROI,
Residential/Office/Institutional to LDR-SF, Low Density Residential, Shig t.
Family
D. This Development Order touches and concerns the afore described property and
the conditions, commitments and provisions of this Development Order shall perpetually burden,
run with and follow the said property and be a servitude upon and binding upon said property
unless released in whole or part by action of the City of Sanford by virtue of a document of equal
dignity her cwith. The owner of the said property has expressly covenanted and agreed to this
provision and all other terms and provisions of this Development Order.
E. The terms and provisions of this Order are not severable and in the event any
portion of this Order shall be found to be invalid or illegal then the entire order shall be null and
void.
Done and Ordered on the date first above.
By: �€� Date: 9 .20. 200q
Russ L. G bson, AICP
Director of Planning and Development Services
Development Order No. 04-0024 - 2441 Park Avenue Page 2 of 3
!. U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT B. TYPE OF LOAN
SETTLEMENT STATEMENT' ----- - - -
Kampf Title & Guaranty Corporation I•. [] FHA 2. (. _.I FMHA 3. I XI CONV. UNINS.
3999 West First Street (SR 46)
Sanford, Florida 32771 a. 0vA s. CONV. INS.
407-322-9484 fax: 407-330-5062 6. File Number; 7. Loan Number:
64451 5024404914
g. Mortgage Ins. Cue No.:
C.-ROTE. This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked
(eoc) were paid outside the closes. They are shown herejor in ormational purposes and are not included in the totals.
so N BUILDERS; INC- Florida Corporation.
D. Borrower' �LOLU9 WM Firs e-e
Sanford, Florida 32771
TURNOVER INVESTMENTS , LLC., a Florida Limited Liability Company
E. Seller:
623 Sarita Street
Sanford, Florida 32773
HARBOR FEDERAL SAVINGS BANK ----- - - - ---- - --
F. Lender:
P. O: Box.249� '
Fort Pierce, Florida 34954-9987
XXX Park Avenue
Sanford Semino outity�Flori�da 32j 7
G. Property:
- t 5,5>tTiA1TiE/ :�S!�S ton 36, Township 19 South, Range 30 East, City of Sanford,
Seminole County, Florida, A Replat of portions of Lot 38, and all of Lots 39 through 48, inclusive,
PINE HEIGHTS, according to the plat as recorded Plat Book 3, Page 51, as recorded in Plat Book 68,
__ _--_
Page 17, of the Public Records of Seminole County, Florida. --_ _ - -
H. Settlement Agent:
-- -
KAMPF TITLE AND GUARANTY CORPORATION
Place of
Settlementt::
3999 West First Street (S.R. 46), Sanford, Florida 32771 Seminole County
I. Settlement Date:
April 20, 2006
J.
Summary of Borrower's Transaction
K.
Summary of Seller's Transi
100. Gross Amount Due From Borrower:_
400. Gross A_m_ount D_ue To Seller:
101.
Contract Sales Price
100,000.00
401.
Contract Sales Price-
102.
Personal Property
_
402.
_Personal Property -- _- - -
_
103.
Settlement Charges to Borrower (line 1400)
7,175.24
403.
104. BUILDERS LIP 225,824.76
Adjustments for Items Paid by Seller in Advance:
Adjustments for Items Paid by Salle
106.
-------
City/Town Taxes
406.
City /Town Taxes -__.. ....,
107.
County / Parish Taxes
407_County./
Parish Taxes
IA.
Assessments
408.
_
Assessments
120
Gross Amount Due from Borrower:
333,000.00
420
Gross Amount Due to Seller:
200. Amounts.Paid by or In Behalf of Borrower:.
500. Reductions in Amount Due to Sell,
201.
202.
-203.
Deposit /Earnest Mon y
Principal Amount of New Loan -
5,000.00
328,000.00
501.
502.
Excess Deposit(seeinstructions)--
Settleme_ nt arges to Seller (Line 1400'
Existing Loan(s).
503.
504.
Existin Loan s
Pa off of First Mort a e to
y- - - �-�_- ....
_204_- _
205.
_
505.
Payoff of Second Mortgage to _
206.
506.
Purchase Money Mortgage to - _ -
Adjustments for Items Unpaid by Seller:
210.- City / Town Taxes
Ad ustments for Items Unpaid by Sc
510. City / Town Taxes
211.
County / Parish Taxes
----
--
511.
512.
County / Parish Taxes
Assessments -_- --
-
Assessments
-212
220
--
_-_
Total Paid by / for Borrower:
333,000.00
520
Total Reductions in Amount Due
Seller:
300. _Cash at Settlement from % to Borrower:
600. Cash at Settlement to from Seller
301.
302.
Gross Amount due from Borrower (line 120)
Less Amount Paid by/for Borrower (line 220)
_
333,000.00
333,000.00
601.
602.
_/
Gross Amount due to Seller line 420
Less Reductions Amount due Seller line
303.
Cash To Borrower:
$0.00
603.
Cash To Seller:
action
100,000.00
r, in Advance:
1,400.00
--__-100,000.00
520) _._ .. _ ... .1,400.00
$98,600.00
HUD-1 Oct 2005 OMB No. 2502-0265
April 19, 2006 9:57 AM RESPA handbook 4305.2
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
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DAYID JOHH90N. CFA, ASA
5
9
PROPERTY
a3
APPRAISER
SEMINOLE COUNTY FL.
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1101 C. i irsT 5T
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T,AN FORD, FL 32771 - 146B
407-665-7506
ry,
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63.Ar�
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 36-19-30-550-0000-0050
Number of Buildings: 0
Owner: TURNOVER INV LLC
Depreciated Bldg Value: $0
Mailing Address: 623 SARITA ST
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $30,000
Property Address:
Land Value Ag: $0
Subdivision Name: PARK AVENUE ESTATES
Just/Market Value: $30,000
Tax District: S1-SANFORD
Assessed Value (SOH): $30,000
Exemptions:
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $30,000
Tax Estimator
2005 VALUE SUMMARY
SALES
2005 Tax Bill Amount: $406
Deed Date Book Page Amount Vac/Imp Qualified
2005 Taxable Value: $20,333
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit
Land
PLATS: Pick...
Method Units Price
Value
LOT 0 0 1.000 30,000.00
$30,000
LOT 5 PARK AVENUE ESTATES PB 68 PG 17
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"•` If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=361930550000O005... 4/21 /06
\j Corinthian Builders, Inc. P.O BOX 950850, Lake Mary, FI 32795-0850 (321) 377-0480
LOT #5
PARK AVE. ESTATES
SAN FORD, FL. 32771
SOUTH PARK AVENUE
— — — — —center in—f e
27'asphalt pavement curb
2'concrete curb & gutter inl t —gap in gutter
overhead utility line
N00'27'36"W
g§ 66.41' g
LA (A�3
imha
yygg
l i t./ J E'5G
tS
23 587.5. NORTH
0
LOT 5
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AREA- 11,564 SF
Ni
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F.F. 43.50
w
w
LOT 4
J358'
�
LOT 6
un
00
00
ZI
Z
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7.5'
I�
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I� I
25'DRAINAGE EASEMENT BY PLAT
_ S00'27 6 Es
- 10'CITY OF SANFORD EASEMENT BY PLAT
in road T
66.41T
- 14'ALLEY - -
overheod utilltv lines
6'wood fence
6'wood fence
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PINE HEIGHTS
PLAT BOOK 3, PAGE 51
LEGAL DESCRIPTION: LOT 5, PARK AVENUE ESTATES, AS RECORDED IN PLAT BOOK 68, PAGE 17, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1. THE BOUNDARY SURVEY REPRESENTED HEREON WAS PREPARED BY THOMAS L. CONNER, 5424 SOUTH
BRACKEN COURT, WINTER PARK, FL 32792.
2. BEARINGS ARE BASED ON THE WEST LINE OF PARK AVENUE ESTATES AS BEING N00'27'36"W PER THE
PLAT THEREOF RECORDED IN PLAT BOOK 68, PAGE 17, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
3. THIS SITE LIES WITHIN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER
12117CO045E, DATED APRIL 17, 1995.
15_� - - �o G
CHAD S. LINN, P.E. #57524
DATE 03/31/06 HOUSE LAYOUT
SCALE 1" = 40' CHAD S. LINN, P.E.
DRAWING 20238BD5 LOT 5, PARK AVENUE ESTATES PROFESSIONAL ENGINEER
PROJECT 20238 CITY OF SANFORD, FLORIDA P.E. #57524
P.O. Box 140024
1 OF 1 ORLANDO. FLORIDA 32614-0024
TELEPHONE: (407) 252-6433
SHEET NUMBER
rORM 60OA-2004 EnergyGauge® 4.0
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: MODEL #1942 Builder: CORINTHIAN BUILDER;
Address: PARK AVE Permitting Office: CITY OF SANFORD
City, State: SANFORD, FL 32771- Permit Number:
Owner: NEW CONSTRUCTION HOME Jurisdiction Number:
Climate Zone: South
1. New construction or existing
New _
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
1 _
4. Number of Bedrooms
3 _
5. Is this a worst case?
Yes _
6. Conditioned floor area (ft')
1942 ft'
7. Glass type I and area: (Label reqd.
by 13-104.4.5 if not default)
a. U-factor:
Description Area
(or Single or Double DEFAULT) 7a(Sngle Default) 205.8 ft' _
b. SHGC:
(or Clear or Tint DEFAULT)
7b. (Clear) 205.8 ft' _
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 188.0(p) ft _
b. N/A
_
c. N/A
_
9. Wall types
a. Concrete, Int Insul, Exterior
R=4.2, 1440.4 ft' _
b. Frame, Wood, Adjacent
R=11.0, 172.0 ft' _
c. N/A
_
d. N/A
_
e. N/A
_
10. Ceiling types
_
a. Under Attic
R=30.0, 2158.8 ft'
b. N/A
_
c. N/A
_
II. Ducts
_
a. Sup: Unc. Ret: Unc. AH(Sealed):Garage
Sup. R=6.0, 215.0 ft
b. N/A
_
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
IF -Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as -built points: 24145 PASS
Total base points: 30674
I hereby certify that the plans and specifications covered by
this calculation are in compfian ith the Florida Energy
Code.
PREPARE BY•
DATE: ^ 02 0 G
I hereby certify that this buildin as designed, is in complia
with the Florida Energy Cod
OWNER/AGE T:
DATE: --/ 2 D h
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Version: FLRCSB v4.0)
Cap: 42.0 kBtu/hr _
SEER: 13.00
Cap: 42.0 kBtu/Itr _
HSPF: 8.00
Cap: 50.0 gallons _
EF: 0.93
CF, _
INC
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BSPM =
Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X SPM X SOF = Points
18 1942.0 32.60
11360.7
Single, Clear
E
1.0 2.0
17.7
78.71
0.74
1031 A
Single, Clear
E
1.0 2.0
22.1
78.71
0.74
1287.4
Single, Clear
E
1.0 2.0
30.0
78.71
0.74
1747.5
Single, Clear
S
0.0 0.0
54.0
66.93
1.00
3614.0
Single, Clear
E
16.7 1.0
40.0
78.71
0.36
1138.9
Single, Clear
W
1.0 2.0
30.0
70.53
0.75
1585.9
Single, Clear
W
1.0 2.0
12.0
70.53
0.75
634.4
Single, Clear
W
1.0 2.0
15.0
70.53
0.75
793.0
Single, Clear
N
8.0 1.0
15.0
36.46
0.61
331.5
As -Built Total:
236.8
12163.6
WALL TYPES
Area X
BSPM
= Points
Type
R-Value Area
X SPM
=
Points
Adjacent
172.0
1.00
172.0
Concrete, Int Insul, Exterior
4.2
1440.4
2.28
3284.1
Exterior
1440.4
2.70
3889.1
Frame, Wood, Adjacent
11.0
172.0
1.00
172.0
Base Total:
1612.4
4061.1
As -Built Total:
1612.4
3456.1
DOOR TYPES
Area X
BSPM
= Points
Type
Area
X SPM
=
Points
Adjacent
0.0
0.00
0.0
Exterior Insulated
20.4
6.40
130.6
Exterior
20.4
6.40
130.6
Base Total:
20.4
130.6
As -Built Total:
20.4
130.6
CEILING TYPES Area X
BSPM
= Points
Type
R-Value
Area X SPM X SCM =
Points
Under Attic
1942.0
2.80
5437.6
Under Attic
30.0
2158.8 2.77 X 1.00
5979.9
Base Total:
1942.0
5437.6
As -Built Total:
2168.8
6979.9
FLOOR TYPES
Area X
BSPM
= Points
Type
R-Value Area
X SPM
=
Points
Slab
188.0(p)
-20.0
-3760.0
Slab -On -Grade Edge Insulation
0.0
188.0(p
-20.00
-3760.0
Raised
0.0
0.00
0.0
Base Total:
-3760.0
Aa-Built Total:
188.0
-3760.0
INFILTRATION
Area X
BSPM
= Points
Area X SPM
=
Points
1942.0
18.79
36490.2
1942.0
18.79
36490.2
EnergyGauge® DCA Form 600A-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #:
BASE
AS -BUILT
Summer Base Points:
53720.1
Summer As -Built Points:
54460.3
Total Summer X System
= Cooling
Total X Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Central Unit 42000 btuh ,SEER/EFF(13.0) Ducts: Unc(S), Unc(R),Gar(AH), R6.0(INS)
1
54460 1.00
(1.07 x 1.165 x 0.95) 0.262
0.950
16116.2
53720.1 0.4266
22917.0
54460.3 1.00
1.188 0.262
0.950
16116.2
EnergyGaugeTM DCA Forth 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X WPM X WOF = Poin
18 1942.0
2.36
825.0
Single, Clear
E
1.0 2.0
17.7 4.77 1.05
88.5
Single, Clear
E
1.0 2.0
22.1 4.77 1.05
110.5
Single, Clear
E
1.0 2.0
30.0 4.77 1.05
150.0
Single, Clear
S
0.0 0.0
54.0 4.49 1.00
242.7
Single, Clear
E
16.7 1.0
40.0 4.77 1.29
246.4
Single, Clear
W
1.0 2.0
30.0 5.49 1.01
165.9
single, Clear
W
1.0 2.0
12.0 5.49 1.01
86.4
Single, Clear
W
1.0 2.0
15.0 5.49 1.01
83.0
Single, Char
N
6.0 1.0
16.0 6.03 0.95
85.8
Ae-Built Total:
236.8
1239.0
WALL TYPES
Area X
BWPM =
Points
Type
R-Value
Area X WPM =
Points
Adjacent
172.0
0.50
86.0
Concrete, Int Insul, Exterior
4.2
1440.4 1.02
1469.2
Exterior
1440.4
0.60
864.2
Frame, Wood, Adjacent
11.0
172.0 0.50
86.0
Base Total:
1612.4
950.2
AS-Bultt Total:
1612.4
1555.2
DOOR TYPES
Area X BWPM =
Points
Type
Area X WPM =
Points
Adjacent
0.0
0.00
0.0
Exterior Insulated
20.4 1.80
36.7
Exterior
20.4
1.80
36.7
Base Total:
20.4
36.7
As -Built Total:
20A
36.7
CEILING TYPES Area X BWPM =
Points
Type
R-Value Area X WPM X WCM =
Points
Under Attic
1942.0
0.10
194.2
Under Attic
30.0
2158.8 0.10 X 1.00
215.9
Base Total:
1942.0
194.2
As -Built Total:
2158.8
215.9
FLOOR TYPES
Area X
BWPM =
Points
Type
R-Value
Area X WPM =
Points
Slab
188.0(p)
-2.1
-394.8
Slab -On -Grade Edge Insulation
0.0 188.0(p -2.10
-394.8
Raised
0.0
0.00
0.0
Bass Total:
-304.8
Aa-Built Total:
188.0
-394.8
INFILTRATION
Area X
BWPM =
Points
Area X WPM =
Points
1942.0
-0.06
-116.5
1942.0 -0.06
-116.5
EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeDiFIaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #: I
BASE
AS -BUILT
Winter Base Points:
1494.8
Winter As -Built Points:
2635.5
Total Winter X System =
Heating
Total X Cap
X Duct X System X
Credit
= Heating
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Electric Heat Pump 42000 btuh ,EFF(8.0) Ducts:Unc(S),Unc(R),Gar(AH),R6.0
2535.5 1.000
(1.099 x 1.137 x 0.95) 0.426
1.000
1283.0
1494.8 0.6274
937.8
2535.5 1.00
1.187 0.426
1.000
1283.0
EnergyGauge'l' DCA Form 60OA-2004 EnergyGauge4D/FIaRES'2004 FLRCSB v4.0
FORM 60OA-2004
EnergyGauge® 4.0
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #:
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
3 2273.00
6819.0
50.0 0.93
3 1.00 2248.56 1.00 6745.7
As -Built Total:
6745.7
CODE
COMPLIANCE
STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling
Points
+ Heating + Hot Water = Total
Points Points Points
22917 938
6819
30674
1 16116
1283 6746 24145
PASS
EnergyGaugeTM DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: PARK AVE, SANFORD, FL, 32771- PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION
REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1 ABC. 1.1
Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1.ABC.1.2.2
Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Mufti -story Houses 606.1.ABC.1.2.6
Air barrier on perimeter of floor cavity between floora.
Additional Infiltration reqts 606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHF-K PRESGKIPTIVE MEA5uRt5 (must De met or exceeaea Dy all reslaences.)
COMPONENTS
SECTION
REQUIREMENTS CHECK
Water Heaters
612.1
Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir
breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
607.1
Separate readily accessible manual or automatic thermostat for each system.
Insulation
604.1. 602.1
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge4D/FlaRES'2004 FLRCSB v4.0
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2
The higher the score, the more efficient the home.
NEW CONSTRUCTION HOME, PARK AVE, SANFORD, FL, 32771-
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family I _ SEER: 13.00 _
4. Number of Bedrooms 3 _ b. N/A _
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1942 ft' _ c. N/A _
7. Glass type I and area: (Label reyd. by 13-104.4.5 if not default) _
a. U-factor: Description Area 13. Heating systems
(or Single or Double DEFAULT) 7a(Sngle Default) 205.8 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
b. SHGC: HSPF: 8.00 _
(or Clear or Tint DEFAULT) 7b. (Clear) 205.8 ft' _ b. N/A _
8. Floor types _
a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A _
b. NIA
c. N/A _ 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.2, 1440.4 W _ EF: 0.93 _
b. Frame, Wood, Adjacent R=11.0, 172.0 ft' _ b. N/A _
c. N/A
d. N/A _ c. Conservation credits _
e. N/A _ (HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2158.8 fl' _ 15. HVAC credits CF, _
b. N/A _ (CF-Ceiling fan, CV -Cross ventilation,
c. N/A _ HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Rct: Unc. AH(Sealed):Gamge Sup. R-6.0, 215.0 R _ MZ-C-Multizonc cooling,
b. N/A _ MZ-1-1-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building �11E STgr
Construction through the above energy saving features which will be installed (or exceeded) o Fo
in this home before final ' e Othe 'se, a ne Display Card will be completed
based on installed Code o t f s.
Builder Signature: Date: y Z/ "
Address of New Home: 104 ✓1K It ✓tom City/FL Zip: SR 10 P:_6 aA 3 Z-771
*NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"4designation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. uef'edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction, contact the Department of Community Affairs at 8501487-1824.
I Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 21a4.
areas,
(Version: FLRCA v4.0)
Summary Energy Code Results
Residential Whole Building Performance Method A
NEW CONSTRUCTION HOME Project Title: Class 3 Rating
PARK AVE MODEL #1942 Registration No. 0
SANFORD, FL 32771- Climate: South
3/18/2006
Building Loads
Base
As -Built
Summer: 53720 points
Summer: 54460 points
Winter: 1495 points
Winter: 2536 points
Hot Water: 6273 points
Hot Water: 6273 points
Total: 61488 points
Total: 63269 points
Energy Use
Base
As -Built
Cooling:
22917 points
Cooling:
16116 points
Heating:
938 points
Heating:
1283 points
Hot Water:
6819 points
Hot Water: 6746 points
Total:
30674 points
Total:
24145 points
PASS
e-Ratio: 0.79
EnergyGaugeo(Version: FLRCSB v4.0)
Sheet 1
Job #: MODEL 1942 AIR CONCEPTS OF MID FLORIDA I... Scale: 1 : 137
Performed by SHAWN C. MANSDOER... Page 1
CORINTHIAN BUILDERS INC. 1335 BENNETT DRIVE SUITE 115 Right -Suite Residential
P.O.BOX950850 LONGWOOD, FL 32750 5.9.56 RSR43829
Phone: 407-330-5953 Fax: 407-339-3005 2006 Mar-18 11:07:25
LAKEMARY, FL 32795 CAMy Documents\Wrightson HVA...
Phone:321-377-0329 Fax:407-322-8641
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4
3
4
3
16060 OXM f000
19"S It -0D
f
10
4
3
4
•S
lam Om0. 1UOa
120-sn k 96
� e
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7
s
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6
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Iq-1n x VS
7 .
e
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e
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6 '
•• 6
1 -
bR�ORWA H.O.A.F. SECTION a-eCA= MOWS
VOIN ,
- J �i B" p�7RIG A
igH:ca"CrIn
FU*ONE er WOOD ae WAsv/RT
BOCK By oltERs By S
• \ _ OLASf DOOR
4 • • 4 • 4 r1/4•SOL _ NOOK S7RP d e DOOR '
itarmtY."w 7 CAULXIWG • • t1 1T 7-IH' 10l . / ,Hrflolt .., • ' . -.
tummR SILL OR SET SBA N r4 ' + a E d'
.BED
0/ CONCRIM/
COKOM Orr! -
SECTI(7N A-k iISTArAATHON A„OlA
pBy 01HERS �G 3/L6' 00. TAPCON .
j om uAxRYL; uu-K / VIE. {0{A
3) TAKIN Ivt aS,Mkzpl "Ittm 1NST at cr S "m" LDDM 10 AOI[,t W L O@aOR a• S-,/r WHO ,
Y410Y M Camiarm
3 µTDRr41t Taub NSTy am* •^Olq'{ MOr1.10. WAOt a ALL rwAW3 lCumm .
13 LR lAlE3 ColK Ipl, PitaEi[R RAL IRLt3D [tlEtldr A DOpl4 '
S) f LUCT WM SQL 6 WM't4IID r A100 aux USG. Aloe Www" us= 141H Ton L.Kgot SOL rGR TK
./PR7,VTtt DIM PRLSW KOD '
4) r0. PQee, tlON wo = Qe,t{1 eT1AU BOOT 30t 6 eOLfIRAT1ol TO r1t6�D C=
7) FRiaRD•Q4SS PIO.,t UQLt CLAM" ALfo A►.Wb471 ?DVOCD OLIO TI4piQ1 w1 TARI SO 4CI.L[+Vn{
or MTu C130D GLASS OWOL
6
1 ALL r,1 AocitT ohco acs Nol Q smw rat IAKW ANp= f1o3D K ruLD Q1H 16 1 F O SOi CW
LD,,'iM U PRAQ Nu. 1/r •Lu)romw MO low VIAL
1) UVB./ SILL WRIM An 10 K Kato arA ASV NA Aoen an
,V) tit a3 4[oa Al CA M Or GWAUAM W NIMM t1A3 A1t0.AR[ S. tTi�OT Tsar. Vr.
11) All .t{7ALt41411 A MM ,NSI W.VAK O C�VCSIVII RLVaTAM WATVI4A
17) A+iR[ •T• ACu1CfrV,i 4,OullO EA1A. 4rlo 'O' WVWoan{ rVtID ►A,QL A►PRO!CD OvnlwlTole Aid U lt{1m
• P 441AU.T10W MAIM ,
13) rot All m/•.il.a,l7Mr latCO 4GOK AHe: Eery O, T,R au,.•4 ,o,nO S,SigLATgI {[tttGAa •MA'. '/-•'
IE HOdt Ll}V oC4IiIAPLT>o .:S1AtlAAd1.R Au APr'RPm CPRY,laA,AA1 ..//��p�
,q.. A alyCalw PRONG KTV(D/ U PCON a 04*1110 K.2r aC
,3) i•l'5..11 aoax Q4S{ D00R Jr I1," on rw ALSO SNLU to a30 II 440 SOKI
is) ate( Oo* 4 -s"Lro r C00 Im i�tIC1IRCAi 1t0 SaR" or Orrm" UWODI TO Ao1[K 1_3/r
uA+, E„2ma4r, a,o A-S,R4,r. naR f,V SOKuS r rMY LLltierRf . rr aC. INC
(Sit Mori)
STUCCO E'
- EXTERIOP ELEVATION
AR�i I �T MI HOME PRODUCTS
44•• , ' H000 Bunt S 6RATZ, PA...
1C - ADNG Q ASS DOOR 511OOK 7M
DOOM .0r7EiRObt 7Oa SER)ES 4201430/440 SLIDING. GLASS AOOR
rNSIALLA110N )NTH 7APCONS
V 7[ Mf74lLATgN AMM01, D&1Q!
4 316- D,,t 7iPCp, Yu+�AI rwrn+Er "I"
88 M T2/1.3/01 .
L-jHOOK STRIP DETAIL. -QvtL {r"D. N.T,S. ""L1 UtiPOO11 .
.a tc .a..42I= .c.. u„m n, , of , 1
ti
,.NATO td P'1�'T A Orldlm N4mvrv4,t 1L,R�T le. W OV t41.R Mani, 11N ,4C w *&.= ru .N cb;c Y
CDNCNETE x'
'
5/16• pA 1APCON
MSTALLATION ANCHOR
/e SCREW (7TP:
NRRE torS ARE
0EOD)
AS RE070
WN NOS)
(SEE
ONE By
8tRr OTHERS
TAFCOt
INSTALLATION� .,
LOCATION 0.�-A; A .-M_
,P -,w T}•5 vs
'i^70 [70 Pr
,AASONRr OPEHXNG
Or OTHERS
UU1X lE1WEH
,P_
. -0.:62
pa pSF 7? a5t OF+ OP
•
'
WOW.
W000. BUCK a
.. YASONRT OPENING
B. OTHERS
/A4
ODOR TRAITE
CC'+CRE-
,(• •p OWAS•OMPT
OHE Br
IA,Ca Br OTHERS
.
•�yq
er OTHERS
SHIM As RED'o'''""""""���
Q
0
If1-1/4• MW.
q EYBEOpERt
( i;
C -
(SEE NOTES) \
CD'.
-
1/4' Y4X.
' SHM SPACE'
SEE NO 51
/
p CAW,.BElWEEh .
WOW �� a
STUCCO J
Alm
•r OFEG
MASNw
Bt•OTHERS•
I.
By OTHERS '
rN51/J1At1LX1 ANC110R '
PERIMETER
0 SCREW (77P. ,
CAULK BY
11�lm TAPCONS ARE
oteaNs
•
NOt REO'D.) '
•
EXTERIOR
'• .
-
CLAIING
(SEE NOTES).
VOW /RAPE
Hm
PEP31ETEA GIOt2,'
By OTHERS
.
SDe! •O. Oi XX
e: • �0
:
3
i �
� 1
r'eDe6 Xa Da: XX
ve a:
. 1076E A0._OX. xX
E33t XO. Ox.'Xz
xx
.2: X
91
g.
• 157SE BUS'
"_"-L• X 6D
E
.. .
E
9}
1278C-OXO'
1
.Ay_,,. X D8
IB-"- .'X.
J I
•
11
9056 oX
106 of K BoDo,
S
1
J
.• ,t:• .
lose tox,
1.2- 11 It OR;
J
e
7880 >7E
to-f)11 X. 98
5
a
: • : .
•�S
9080. IyX.
176-fM X 98
S
S'
..
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•
I MIT142-1111
X 98
7
e'
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.'
ROX
t7 - X.
1t
10066 OxXO. XXXX
1.0-6/6 :.
a
a
"•
1206e 0?tXO, XiXX
IN-sn X 60
' 7
�:
ISO68.(IxXOI X70R
191_,A X IIV'
9
j0•
12
..
A
S.
100e0 oxxQXX70t
120_#A X. 96
6
.6'''
:77.
S .
12030 OxXA, X100I'
1{4-f/f X s6•
7IGO
t{
t•
S.
192= i US
2
12
,
ipA2, A .
. � IQRt DOOR WpTfl SAm HDI DACE . . .
EXTEfi aR , 1
LIBERALLY MOLT-�.
/ V O
LNSIALLAIM ANCHOR
ng BED of CONCRETE
'
ill -SCREW (TOP.
WHERE TAPCONS ARE
•
COKCRETE OR
NOT REOD.) '.
AASIMY OPE2@IG
Bl O7)ffiM
SECTION A -A
DOOR .
pZiRAYE 1 Q MATERIAL141M6L Altlr r.to ACHIEVE ura p»t a t_Tjr.6rtD .
. TAPOW TIDE IRS
AAONOIIS Cr.
MASOAIt of COIIQEIL L .
ALTERNATE TAPCOI CTIALLAICR AN0400 r"" 10 6A[X H ALL tltAlE• AIElT�1
4) USE LE¢x cau rrn4 PEFM 1 9a AROUND maI ttxII•ErR� OP DOCK .TM Tut LAmm A= Toe A[.• .
up Ac�
3): Ab"';;9p1IAw0EAtX1 PRLnUXE Przm F v>t Aw1er1 b»Hun t,sl� .
q 9f1OIE tXAE.O PIO.L.NRSllL1® C AIKID ALSD A TEAro� ��• ucom OAT 1rM[T PQ I'•
.. .. R[tXA11BfUTs Ci NIETII,E120O Cu53 OIA r. SIM" SE rLID long p 5=4 t/ 1L21IO><)1I J,
r)' ALI. ►ACtoTT A"UM I' Nor R9om rm Arm/ t110KO _ .
lFlIC71N .t0 PR0,9[ ROE s/s' pNemlul INTO
F4,OL. ' • .
at16 / SAL.OM1eR5 dt iO X Sniv PM' 9uE1 mlt SAr >LrABE .A .
Y) � Xg iaOD. Ar EjL SET Or MStAlAtIm VAX AtlAMA6tL D.r XtAOI 10,6E 1/,4' .
10) ALL ABIMUTAM ACM"' M BE MRE .6 IESStANt MAMMA �5 A1O AS {O7FD .
11) MOM ,r orA�cM&AW PAIN .0_ n rv� EXTERIOR ELEVAT)ON
OR rdEALLAOOR ®A[i01i A4 t21 VAS O14Irm KI"l t wSfANADoI 3CtOd '•'-"' •
12) NOT AIL mllp-OtA XS )p . Ian a'• lei • ' , .
'lYr APrLT TO 1131DI DC6N
���� -
t-)//P 6Q6 'u) INAx ••Im.nerp ACING aITmN.Aeo TO eE 2,r. O.C. Y123 i �+7 }��•�' f�( .. J
2T 1 YtK! 1t6 ante9 DASS DOISIM ' ALSO APFUE9 TO 4m a MO •'i,�,rA!rx+1;j �. � HOME' 'E' 2CQ(� 1i; L:7-.^
T6EP.E ODOR rf INSTALLED a.AE S USE !10S>>41� i 24 oftRPAY» sc . /�-tzETA' NEXL MIO 41sSTRQ E10 6- F110Y COMAS. i �A �i_+
i r V
TZ
SER)ES'470'SDINC
ll'�:EASSY '
SiSSS R IK51AUATiON PATH' :TA1P.00hS'-:`s:+T•- _ =.• . ''
O15TA ATOd ANCHOR . ij, rrT
]/RRr pl iil/C01/ • Kt MAa)A. FIARTC�Z
r� FL•OF1to '=�
Rlf�.r•
I �rY /ApaLT A IRL101 OOfO/4 E m a®w.eeua fY •O �'
IA.. am @L IQ1N.l Rlb•, ADn afO2'•O',titiW .
rie s. 'S'TRUCTUI
HORIZONTAL MULLION, Nail in.
NOTE: Ifs.
YOU are stacking. a single unit over another single unit, such as a roundhead over. a 'single hung, NO ORI ON1
IMPORTANT
tTAIVT'. eefore you begin, �1/4" must be sowed off the top end of the V43 vertical mullion H Z AL hdULL.IS R nrnRr
are -twinned. Follow all steps on V43 vertical mull instruction sheet #MU.LLV43A first. Continuous head &sill units
-do
before the lower windows
Note: ®Overall length of 'mull is to be the same as the overall frame to frame dimension do not require this.
vertical mull. EXAMI' of the mulled units below, including the
�L For twin S-0'% mull length will be 35 1/4" window + 1 1/4". mull + 35 1/4" window = 71 3/4
Step Strip fins. from head of windows to be mounted below transom.
�fep 2.. APMY a full length bead of caulk in the groove on the bottom side of .the
Step 3. �. mull.
(Place windows and mulls together as shown below. Note:. This* mullion can be installed with the hollow
shown) or outside, depending on, the construction or personal preference. Care must be. t.ak Portion facing inside
Step. With .a 1 8" en not to disturb the caulk. -line.
/ drill. bit, pre —drill down. through :the sill of the transom (top window) into- the mull. Fasten with. 8 x' 3
Sheet metal screws ,(not included). , /4"
Step �, Again with the 1/8" drill, drill up through the. heads of the lower units into the
drill and fasten with #8 x 3/.4" sheet -metal screws. mull Re —drill heads of lower unit 'with • 3/1,6:"
Step S. The vertical mull "telescopes" 3/8" into- the -underside of ' the *horizontal mull to Zack it in 1
a 1/8" hole, centered on: the "V" groove, through the horizontal mull and vertical mull. R.e.—drill'
with 3/16" bit and fasten with screw. For best a place structurally. To fasten, drill
.the horizontal. mull only.
Step 7. Before lifting into rough a enin.g, drill two .holes inpeachnclip and inselrt into eachnk anda�flathead screw.
pointing up and down. F.a.s#:en each clip tab •to construction with two #.10 X 1 1./2 � struMc`iur96 j1 Wity �'qb,s o
in. egrlty. °
Exterior Cg R NA1,�.o
PRE —PUNCHED HOLES IN SILL
�— Ve" DRIVE HOLES (DRILLED)
SAW %4"OFF
VERTICAL. —MULL:
BEFORE TWINNING
.FACE SCREW —
V43 Vertical. Mull
r
CAULK
"(reference)
_reference)
Vic," CLEARANCE HOLES
IN SINGLDERILLEDHUNG HEADS
�4
3I6CLEARANCE HOLES.' _
(FIELD DRILLED) r. �:
NOTE: SEE REVERSE SIDE FOR FASTENING REOUIREA4EIV.T
e s - V43.°STR:UCT:URAL.. )VERTICAL MULLI:UN m riorr t1���. type,.
NOTE: If adding a transom, roundhead, etc., saw 1/4" off the top -of the mull before J.*oinin u it and refer. to horizontal mull instructipn she ULLH43A
9 ,� ,FL. -
h mulls are to be used, b
Stop 1. Strip •fins from windows w IVAN F :.� ��
'
seal against window jambs.. ,��� • ' ;
Step 2. Apply a bead o.f caulk iri the mull to g
Step. 3. Place windows -and multion.s together as shown below. ��= - -•. - �--._., %o eFatin .sashbot-
_ � o .nn in t o p 9
Step-4. A a.
The single- hung jar►a.b has an. exterior track (screen ar.elot holes. through th mb's Iri# 'tnE mall_ n, then re -drill . ttiE jambs
upper half of window). In* these areas. only, drill 1/8" p
only with 3/16" clearance holes, Holes should be spaced evenly on approximately 12" to 1.6" centers.
Attach windows to mullion using #8. x 3/4" sheet metal screws (not included) .through dril.l.ed holes as shown b'elAw: To
avoid jamb distortion, do not overtighten screws.
t8 6.. The gap between window jambs dt the "*Ioh.g black top ,must be fl0s.ticaflashin and caulked
uc ipdwhi h preferably clips onthe topcoveedge red otethet acltifin /.
p overhang• to prevent water leakage. U e ample sealant) under. and .on the edges of thcs clip.
is provided to help close: this gap. P
. $f8 Z. BefAre lifting into rough opening, drill two h.ol.es in each clip .and insert into each end df mull as shown' below
p with tab pointing to inside. ' Fas.ten each clip tab to construction with two #10 x 1 1/2"' screws for structural integrity..
NOTE: FACTORY TWNNED UNITS ARE F'URNISH.ED WITH A FULL LENGTH DRIP CAP. THIS IS MULLV43.8 LE
AS AN OPTION. - SPECIFY SECS 7.69 AND. LENGTH SHOWN ON INSTRUCTION SHEET
CAUTt0M This.mi�lll0 -W . one: Inch. wider than. the
.Se.rles., 543 mull which to•.ok -W '1/4 betwe.er� :units..
ADJUST - THE 'WID�T1 �OF ROUGH. OPENINGS AND
STA.C.1�-0p1. SERIES M0. ,05X .WINDOIIW ACCORDINGLY
1 1%4A Caulk full length (2 Places)*
# 8 x 3/4" sheet metal screws
,, �111'.l11 tl'11!111►'�.• •�t�1111!11`I tl�ll'!1 �� ..�
IL
uII
. As" DRIVE HOLES (MULLION)
3/16" .Clearance Moles.
(Eiel.d .DrAvd)
_- .4:W
021 .-NOTE: SEE REVERSE SIDE FOR'
M" CLEARANCE. (JA�16S) �-' FASTENING REQUIREMENTS,-
s
Q
d;
J.
J
:2-
tVll H..OME-PRoDUCTS. / f3t=Ti��I�-B�'L'7'•
VEJ4.TiGAL MULLION Q SiG�I �QALYCAPAcrrigs.
FUR AL[1y11NURli N(413 TUBE MULLION (61E # 5766; APRX. SI
OZE: 1:5/8" Xt2
WHEN USED TO MULL FIN FREAMW1Nl301RjS
NOTES:
` CHART -APPLIES ONLY TUBE- MULLION #5766 WHEN USED TO VERTICAL MULL SERIES
542/05X PW ANp / OR SERIES' 700/704l740/744.SH WINDOWS
` READ WINDOW WIDTH AND MULL SPAN IN -INCHES;
` WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE
OPENING,'NOT THE OV6RAL L. WIDTH OF THE. OPENING.
` DESIGN PRESSURE VALUES ARE -NOT L•IMITED'TO-TWO WINDOWS IN'A SINGLE OPENING,
ANO APPLY '1A/HERE-ANy NUMBER OF MULLIONS: ARC EMi'L.OYED IN A SINOLE OPENING.
"' DESIGN PRESSURE-vAL:l,1ES. ON. TkSi.O} Alk.-r qRE IN PSF
` Qrtiax = U175
MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO
#10 X 1-1/2• SCREWS IN WOOD OR TWO 3/16. IN DIA. X 1-1/2 RAWL TAPPERS OR,
EQUAL IN. MASONRY OR CONCRETE. APPROVED
. •��J43 �.
CA98p582-A
07-Feb-2002 '
98-1012
PMPARED BY;
PRODUCT d AF. PUCA77ON F.NGINEE}ZINQ, INC.
250 INTONATIONAL PARKWAY
SUMS 250.
HEATHROW. FLORIDA 39746
PHONE 4& 8050365 I F/j(407 805-0366
37.000.
42.000
48.000
53.125
213.3
: 21.3.3
. .213.3
213.3
160.0
157.4
1 S
157.4
126.3
121.5
120.0
120.0
115.7
11116
107.9
107.9
105.5
100.0
96.0
95.0
82.5
77.3
73.3
71.3
69.8
65..1
61.4
59.4
'44.4
41.1
38.2136:4
MASTER FUL;�.
e
MULL FCT 5765 for 7. Ta I I Ffc'.' Ie.t�
M-CTURAL VERTICAL-'
NOTE, THIS MULLION IS FOR 7'- TALL UNITS (AND 6' TALL UNITS WHEN. HIGHER D.P'.s- ARE. REQ.qJj3-E0):_
Step 1.. couik Inside rhull. -as shown to seal frame lambs..
and' Mullions togethee as shown' below.7 o %_JJ_ _T.0'- SH
Ste2. Place windows .-
p.
Steil I Using the prsi=pbnched Installation. holes In window Iambs 69 a drill guide. drill 1/a"'hojes Into
,Step k Attach windows to mullion using' # 8 x 3/4" sheet metal screws (not -'Included) Ahrough. drilled holes as shown -below..
To avoid jamb distortion, do not overti.9 m hten screws. Use' four per jamb With: 1W* maximu-spa.cl
.Step- 5."Coulk any voids to prevent any leakage..
Step' -15.. before lifting into rough opening,- drill two holes In each clip and Insert 'Into*each -end .of'. mull as' shown, below.
with tab -painting to. W31de; Fasten . each clip tab to construction. with two. #124 1: 1/2n'tscrdws for structur.al., -Ihte'dt
.9. Y...
125. 3/1.6" Clearance Holes
Ca plIc under Fin (2 places) # (Field, Drilled).
8' X 3/4` sheet -metal screws 7\.
A
A
Exterior
L FL
r 19,
OIMA*
04 IQT.URE
DRIVE- HOLES (DRILLED)
SE 5 65.
(H83 USEPIMICALLY).
A.I. Home* Products*
- of - j
PRE-i-PUNCHED JAMB HOLES-
NOTE
DESICN,-FRESSURE CAP40TY OF THIS INSTAL
AA WY rN EACH SPEMC AI�PUCAWN,
LOAM' AUUMOWANCHM 'AA
RN
tCXWh(EtH00
1F.REM990.
N
tic
1lF iTfCI�L i tULL@QP Clfi° .��FW-L6A CAPt dl'-1.1ySr
T Fi83 (
FQ1t LE EylEhil� [ /iI�L)r.�i3iV., F�0.RS,l qT 049); M-'ES;RB 8a ERR-6SQ51
CQN(lP/�.Rfi7lVE C 'k'RT fN4 UNIRM pRESSUR� - PSF
CHART APPLIES ONLY TO. EXTRUDED ALUMINUM MULLION (DIE NO.: HB3, M-190 & CM-MM1)
READ WINDOW WIDTH AND HEIGHT IN INCHES:
DESIGN PRES6URE'VALUES• ON THIS CHART ARE, IN PSF
WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW
IN'A SINGLE OPENING, NOT THE OVERALL WINDOW OPENING -WIDTH.'
UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE
OPENING. CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING, PROVIDED
WINDOW WIDTHAND:MULLION SPAN ARE'NOT EXCEEDED.
D.nm a LI 175
INSTALLATION OF MULLION;' MULLION MUST BE -ANCHORED TO SUBSTRATE AT EACH END.
CONNECTION N IUST BE, DESid ED TO ADEQUATELY TRANSFER LOAD TO.THE STRUCTURE SEE
.MANUFACTURER MULLION INSTALLATION'DETAILS.
PREPARED BY;
PRODUCT TECHNOLOGY-CORP.
1150 LOUISIANA AVE
SUFI E 8 .C',A090053
WINTER PARK, FLORIDA 32T89 12-Febr09
PHONE 4(7 627•6334 / FAX 407 62 4MS . 03-a217
VL
..OMA B 0..Lp:
b!kNLT'CT R NAME.1
X4ST # A ,
r
1. Shim as required at each installation anchor as shown, with load becring shim.
Cartards or Massa, aPar+i+➢ TCPO0" Z. Anchor must' be :of sufficient length to provide 1 1/4' inln. embedment
Into masonry or concrete.
3. Caulk between window flange -and buck.
" • ° a 4. Caulk* full perimeter of window.
° , '➢, cam Bet.ee,; Bud 5. If exaet'window size is- not given,'uae anchor quantity for
a ° and mom, Opening next larger window in chart.
! ` r • Br "" 6. Gloss thickness will vary with window size and design lood. and ti:Idat comfy
z+= with ASTM E1300.
a ! Rood QUd by -others 7. Letter designations an the, t'opcori location chart indicate where
anchors are to be installed using the eleVat[on as a key.
8. All. factory applied holes not -designated for topcono should be filled with
L a J screws of sufficient ith. to provide 5/-ti min. embedment into, wood buck. •
Perimeter -Caulk By others .
Also belwean flange and -buck TAPCO ' UX4MOR tiW '
T�7� CODE N➢Sa1T D FASTd{EFt LOCATIONS
'-. • If, MIN.
taaunryopenri➢' SRE SIZE 1pyB To UPsr oPszt• TO ov7o.e
Head: ,tkrlskle titnenalotn 1 rPElt�EtRlinon 12 •te 7/e s 23 C .a c
Pptrnetn Cwh I 14 1B 1 1'4Y 6/B "�l C A. C
Caulk and ck ie :fat � is A. c - a e C
• a:
►L° d .d •• 1/2 32 25 t�2 s 25 A. C- •A. C*
• TWO _ 1/2 �. QS 1%'l• s 37 3/0 4 C l� C
6hdos Head 1/2 3s 25 129-J2 x➢62 A. e. C A,--B, C '
p 112130. 23 i -x 71 1/4t A. Oi-C A. B. C
p 22 k C C
Jamb rdAw - A 4 •' `' 23 35 1 ,3723/d A, C a B, C
24 36 x' 42 .5/a A. B. 0; A, B, C
a:• 245 AS'it 51` 3 174 B, C A. % C'
a a ' • ' d 25 35.:s 62 A. B, c A, a, C ..
• 20 36 x 71 1/4 A. III C A. B, C. 0
Glass as RequFrsd a .
I32 52 6, x 25 A, .0 A. C
>�52.1%e. % 37 3/0 An C' & A C • .
BUCK. 4 d 34 62 1f-4 s.4➢ 6/6 A. B, c A % C
• 345 52 1/8 : 65 1/4• .. A. -IL C 'A. �B, C. 0
} 35 62 1 .B x 62 A. 6, C. A, B; C. 0
Topton 36 52 1/0.x 71 1/4 A. B, 1. 0 A. B..C.- 0, •E
Flom. T1ps inside Dirnenalm Rood Bud. By Others
ant F►em• Cw➢t Between
Bud and Opening V7APcoW TM 1ARDElat a &1�',s y
INCLUDE Pujmeter Caulk Sill p' p
BY Atha ^tas:rrrga AT_ � aQ•��• Oestgn Preaore values Gated abets gro In PX
° Stod•By other ��iM\�Basew '
• A AACK
�Aarm= Vim
y
Pre -Cent SW
.. b • V . Q. Y�•'• 1� rPt':��+♦ - '" eue.se • oaen
By olhQe _/. ? e e ��• J�. i D INSTALLATION I.NSTR�I.C•110NS S.W. 1/ts/02
` st&IL.;.r & FASTENER SCHEDULE
loss, ••-'• / ' b. aan Caulk Between Flange and Pro -post 50 C - C ey•. (Qr,lt•.•;4 �° .
<� �/ 740/74.4- SIN•G.LE HUNG 119NE m.1 ' .1
EXTER)OR QLEVATION • % o= lIV.5740, �•'
�De ��0, w,p 8N (O' nr n Leath Ncminal Maz GI>rirtp +OP OP Impact Rel. that RepcAs•
Lea181ze (Ins.) tjpe' (psi) (pst) Wed (NM-210-)
EN4101 -02 wood X I 36 x 80 1 36 x 80 1 0 76.0 78.0 Y 1884' S8
F EN4102-02 wood XX I 72 x 80 1.2 36 x 80 0 55.0 55.0 Y 1905 7-9
EN4103 02 wood XO/OX I 50 x 80 1 36 x 80 0 67.0 67.0 Y 186010,12
SL 14 x 80 IG 67.0 67.0 N
EN4104-02 wood OXO I 108 x 80 1 36 x 80 0 67.0 67.0 Y 1905 74188010.12
SL 14 x 80 IG 67.0 67.0 N
M
° SL 36 x 60 IG 55.0 55.0
o EN4105-02 wood OXXO 1 144 x 80 1,2 36 x 80 0 65.0 55.0 Y 1905 7-9
SL 36 x 80 IG 55.0 55.0 N
EN4121-02 wood X 0 36 x 80 1 36 x 80 0 78.0 76.0 Y 18614-0
oEN4122-02 wood XX 0 72 x 80 1, 2 - 36 x 80 0 55.0 55.0 Y 1805 7 9
o EN4123-02 wood XO/OX 0 50 x 80 1 36 x 80 0 67.0 67.0 Y 188010,12
m SL 14 x 80 IG 67.0 67.0 N
n 36 x 80 0 67.0 67.0 Y 1905 7-9'.188010,12
° EN4124-02 wood OXO 0 108 x 80 1
a' e
o SL 14 x 80 IG 67.0 67.0 N
0
c SL 36 x 80 IG 65.0 55.0
EN4125-02 wood OXXO 0 144 x 80 1,2 36 x 80 0 55.0 55.0 Y 1905 7 9
SL 36 x 80 IG 55.0 55.0 N
36 x 80 IG 505 505 N 1897 7.9
EN4141-02 wood X 1 36 x 80 1
EN4142-02 wood )0(I 72 x 80 112 38 x 80 IG SOS 50 5 N 1897 7-9
EN4143-02 wood XOIOX 1 72 x 80 i
SL 36 x 80 IG 505 50.5 N
EN4144-02 wood OXO I 108 x 60 1 36 x 80 IG 505 50.5 N 1897 7-9
SL 36 x 80 IG 505 50.5 N
EN4145-02 wood OXXO 1 144 x 60 1, 2 36 x 80 IG 50.51897 7 9
50S N
SL 36 x 80 IG 50.5 50.5 N
' Opaque; IG4nsu4atln0 01ass w8h minimum 118' tempered Glaft
'tested in accordance WIN Motro-Oade Protocols PA201, PA2D2 and PA203
x
P s
. a 0
>I
WD-WL-M I
ODD1-02
0003.02-0L
l/1
k-O2
000
D41.02
net.n2
0005-02
00108110041-02
0
0005-02 0
v
1
M owi-m
OD02-02
0003-02
M+
0004-02
0005-W N
r
.o
0
0
N
COP#
(WL-)
Frame
Type
Coofig.
Swim
(tM
Max. Overall
Stm (Ins.)
Lest#
Nominal khL
Lao S ra (Ing.)
Gtazlag
Type'
+OP
(psi)
-OP
(psi)
hnpaet
Apprd
Ref. Teal Reports'
(NCTL-210-)
ASO Detan
(MAD-WL-M
tabu Detall
(MID•WL-MA)
EN4161.02
wood
X
0
36 x 80
1
36 x 60
IG
50.5
50.5
N
1897 7-9
0011AX141.02
0001-02
EN4162-02
wood
XX
0
72 x 80
1,2
36 x 60
IG
50.5
50.5
N
1897 7-9
0012/0041 -02
0002-02
EN4163-02
wood
XO/OX
0
72 x 80
1
36 x 80
IG
50.5
50.5
N
1897 7-9
0013-02;
OO18A I-02
0003-02
SL
36 x 80
IG
50.5
50.5
N
EN4164-02
wood
OXO
0
108 x 80
1
36 x 80
IG
50.5
50.5
N
1897 7-9
0014-02;
0017/0041.02
0004-02
SL
36 x 80
IG
50.5
50.5
N
EN4165-02
wood
OXXO
0
144 x 80
11,2
S6 x 80
10
50.5
50.5
N
1897 7-9
OO25A)041-02
0005-02
SL
36 x 80
IG
50.5
50.5
N
' O-opaque; IG-Insuteting glass with minimum 1/8'tempemd glazing
tested in accordance with Metro -Dade Protocols PAM, PA2O2 and PA2O3.
0
0
Y
M
O
Y1
M
M
r
gsg
3 v
0
f �( 0
all
COP-WL-JH4100-02
WOOD -EDGE STEEL DOORS
Glazed Units
6'8" Height — InswinQ
X
X0, OX, OXO
2.0.
COP-WL-JH4141-02
f
Not Usted
40.5
NO
2,6•
2'8' '
2'10"
3'0'
3'6'
ILOMIMI]:
2'8' + 1'0"
Not Usted
COP-WL-JH4143-02
Not Usted
Not Usted
40.5
NO
2'8'+IT
2'10' + 1'0'
2'10" + 17-
3'0" + 1'0" '
3'0' + 1 T
• 1'0' + 2'8" + 1'0'
COP-WL-JH4144-02
Not Usted
-
40.5
NO
1'0' + 2'10' + 1'0'
1'2' + 2'8" + 1'2'
1'O' + 2'8" + 1'0"
1'0" + 37 + 1'0'
1'2' + 2'10" + 1'2'
1'2' + 3'0' + 1'2'
2'6' + 2'6" + 2'6"
2'8" + 2'8' + 2'8"
2'10' + 2'10" + 2'10"
3'0' + 3'0' + 3'0"
XX, OXXO
2'8' + 2'8'
COP-WL-JH4142-02
Not Usted
40.5
NO
2'8" + 2'8"
2'10' + 2'10'
3'0" + 3'0'
2'6" + 2'8' + 2'6" + 2'6'
COP-WL-JH4145-02
Not Usted
40.5
NO
2'8' + 2'8' + 2'8' + 2'8' i
2'10' + 2'10" + 2'10' + 2'10'
3'0" + 3'0' + 3'0' + 3'0'
Notes:
I. Door arrangements using fewer panels than what Is shown In the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation Instructions are available from the Masonite International website (www.niasonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design bads for '
buildings and other structures). National, state or local bullding codes•speciy, the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Mlaml-Dade BCCO protocol PA201,
PA202 3 PA203.
Johnson
E 0I.M ��rrf f�''�� [uludrdr from
mf� E • •
Mifdl2a, feet Mwb� Owllp own �L.u.�l
ME=tk'°'oMamofgo" bvrm lmsmmmr KMCKWMdmw.roproaw Masonits Intffrnatlonal Corporatlon "d � todnp wVw ndk&
X OPI
Glazed Inswing Unit
WOOD -EDGE STEEL DOORS
APPROVED ARRANGEMENT-
0
0
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0' x 6'8°.
Single Door
AAmdmum unit sire - 3t x 6 8'
Design Pressure
+40.5/.-40.5
United water unless special threshold design to used.
Large Missile Impact Resistance
Hurricane 'protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirerrrents for a specific btAft design ad geograpldc logUon Ia determined by ASCE 7intlonal.
state or loci] buUM codes specify the edi9on required. .
MINIMUM ASSEMBLY DETAIL:
Compliance requires that -minimum assembly details have been followed — see MAD-WL-MA0001-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum Installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
1/4 GLASS:
�� �� / son �■
. ao an
100 Series 133,135 sodas 136 Seder 690 Soda e22 Soda
1/2 GLASS:
. oa oa nn on an an an ...
105 Seder• 106.160 series- 129 Series* 200 Seder• 12 RA., 23 RA., 24 RIL 107 Series* ills sodas 304 Series
series,
'This glass Idt may also be used In the folowA,o door styles: 5-artel; SV nel vdth sad; Eyebrow 5yarnek Eyebrow S-panel VAlh txrciL
Johnsonn
E�q [�cturl�Nr from
itrd'y5ysiellins .
`.�►��r�ieQbr. •
AAarch 26, 2002 F—i"• o..uer ove .
our mlhft sromematsroatlnpomr[Millis spsumttore dosoCdprom rct Masonite International Corporation
field noted to Wipe elhma notlra
X
Glazed Inswing'Unit
WOOD -EDGE STEEL DOORS
APPROVED DOOR STYLES:
3/4 GLASS:
00 00 00
404 sodas 410 Series 450 Slide:
CERTIFIED TEST REPORTS:
FULL GLASS:
iM Seder 114,120,122 152 Slides 149 Seder 300 Slides
Slides
NCTL 210-1897-7, 8, 9,10,11,12; NCTL 210.1861-4, 5, 6,10,11,12; NCTL 210-2185-1, 2,3
Certifying Engineer and License Number. Barry D. Portney, P.E. / 16258.
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Evaluation report NCTL-210-2794-1
Door panels constructed from 26-gauge 0.017" thick steel skins. Both Stiles constructed from wood.
Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior
cavity of slab filled with rigid polyurethane foam core. Slab glazed with Insulated glass mounted in a rigid
plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
Iris
State of Florida, Professional Engineer
Kurt. Balthazor, P.E. — License Number 56533
Johnsor exclusively from
E ellns
Mich 29, 2002 ►••• •• o.,uq o..rr
dp
Our wnlnrgpopomOfPro" ftMmremuueepunmwn.daWW4poa,d Masonite International Corporation
d" aged to tlimq •seoul notb,
X.
Opaque Inswing Unit
COP-WL-JH4101-02
>' WOOD -EDGE STEEL DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0' x 6'8°.
Single Door
Maxhnum unit d - 3 a r x 6r
Design Pressure
+66.0/-66.0
limited water unless apeslal threshow design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is NOT REQUIRED.
Actual design pressure and Input resistant requlrernents for a specific buMn dedpand peopnpWc location is determhied by ASCE 74aftal,
state or local buUmnp codes specify the edition requ red.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed -see MAD-WL-MA0001-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum Installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
0
ao 00 �� 00
0® na na ao 00
Flush Ards Top 3-pmel 3-panel i 6- aul New Enptand 4-pand Eyebrow 41" svd
ma
Boo 113130
a
13
M0 00 00 1113 m
09sud 15panel 5 parrel 5-panel with call. Eyebrow 5-Wel Eyebrow 5-panel with scroll
Johnso'IIIs
C'. eMt:clurlrolr from
�,•
•
March 2B, 2002
0" 1Product bWW«rwtemutoserrmWA(INI nsmsroduct Masonite International Corporation
. rn+i4s �ergic na6b.
X .
Opaque Inswing Unit
WOOD -EDGE STEEL DOORS
CERTIFIED TEST REPORTS:
NCTL 210-2185-1, 2, 3
Certifying Engineer and License Number. Barry D. Portney, P.E. / 16258.
Unit Tested in Accordance with Miami -Dade BCCO PA201 and PA203.
Door panels -constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood.
Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021° steel. Interior
cavity of slab filled with rigid polyurethane foam core.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA201 6 PA203
COMPANY NAME
CITY, STATE
To the best of my Imowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
do
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Johnsow r..tU,t..t,,.•m
E1llJ1IbVSys1bems Al
.
Meta, 29, zooz .,.�PR61fDO1IP�°?°,►
wcatiknr Wgmmotoroawr,iammmaaw,dnauomdmd oWpro" Masonite International Corporation
dohD oteiod to dw9s Wait notb.
COP#
(M►L )
Conflp.
Bslnp
(UO)
Max. Overall
Sim (Iru.)
Leaf#
Nominal Max.
Leal She (Ias.)
Glaring
Type'
♦DP
(psQ
-OP
(D�)
Impact
Apprd
Ref. Test RepoAa'
As'y Detail
(MAD-WL-MA)
InLR Detail
(MID-WL-MA)
MA0101.02
MA0102-02
MA0103-02
X
XX
XO/OX
1
1
I
36 x 80
72 x 80
50 x 80
1
1.2
1
36 x 80
36 x 80
36 x 80
0
0
0
76.0
55.0
55.0
76.0
55.0
55.0
N
N
N
'NCTL 210-19731-3
CTLA-772W-2
CTLA-772W-2
0001-02
0002-02
00031000610041-02
0001-02
0002-02
0003.02
SL
14 x 80
IG
55.0
55.0
N
MA0104-02
OXO
1
64 x 80
1
36 x 80
0
55.0
55.0
N
CTLA-772W-2
0004MW7/0041-02
0004-02
SL
14 x 80
IG
55.0
56.0
N
MA0105-02
OXXO
1
100 x 80
1,2
36 x 80
0
55.0
55.0
N
CTLA-772W-2
0005/OOOS10041-02
0005.02
SL
14 x 80
IG
55.0
55.0
N
MA0106-02
MA0107-02
MA0108.02
X
XX
XO/OX
1
1
1
36 x 96
72 x 96
50 x 96
1
1.2
1
1 36 x 96
36 x 96
36 x 96
0
0
0
70.0
55.0
55.0
70.0
55.0
55.0
N
N
N
CTLA-772W
CTLA-772W-1
CTLA-772W-1
0001-02
0002-02
0003MOOS p041-02
0001-02
0002-02
0003-02
SL
14 x 96
IG
55.0
55.0
N
MA0109-02
OXO
1
64 x 96
1
36 x 96
0
55.0
55.0
N
CTLA-772W-1
0004=07/0041-02
0004.02
SL
14 x 96
IG
55.0
55.0
N
MA0110-02
OXXO
1
100 x 96
1,2
36 x 96
0
55.0
55.0
N
CTLA-772W-1
0005=14-02
0005-02
SL
14 x 80
IG
55.0
55.0
N
MA0121-02
MA0123-02
X
XX
XO/OX
0
0
0
36x80
72 x 80
50 x 80
1
1,2
1
36x80
36 x 80
36 x 80
0
0
0
76.0
55.0
55.0
76.0
55.0
55.0
N
N
N
NCTL21D-t9731-3
CTLA-772W-2
CTLA-772W-2
0011.02
OD12-02
0013=16=14-02
0001-02MA0122-02
0002-02
ODM-02
SL
14 x 80
IG
55.0
55.0
N
MA0124-021
OXO
0
64 x 80
1
36 x 80
0
55.0
55.0
N
CTLA-772W-2
0014AX117AXM1-02
0004-02
SL
14 x 80
IG
55.0
55.0
N
MA0125-02
OXXO
0 • 1
100 x 80
1,2
36 x 80
0
55.0
55.0
N
CTLA-772W-2
0015J0018A I-02
0005-02
SL
14 x 80
IG
55.0
55.0
N
MA0126-02
MA0127-02
MAD12M
X
XX
XO/OX
0
0
0
36 x 96
72 x 96
50 x 96
1
1,2
1
36 x 96
36 x 96
36 x 96
0
0
0
70.0
55.0
55.0
70.0
55.0
55.0
N
N
N
CTLA-772W
CTLA-772W-1
CTLA-772W-1
0011-02
0012-02
0013=16d0041-02
0001-02
0002-M
0003-02
SL
14 x 96
IG
55.0
55.0
N
MA0129.02
OXO
0
64 x 96
1
36 x 96
0
55.0
55.0
N
CTLA 772W-1
0014=17/0041-02
0004-02
SL
14 x 96
IG
55.0
55.0
N
MA0130-02
OXXO
0
t00 x 96
1,2
36 x 96
0
55.9
55.0
N
CTLA-772W-1
0015dO018/0041-02
W05-02
SL
14 x 96
IG
55.0
65.0
N
' D-opaque; IGdnsulatlnp plans with minimum 1/8' tempered glaring
'tested in accordance with Metro -Dade Protocols PA201, PA202 and PAZD3
0
0
0
t+r rM
CIO
1<
Opaque Units
FIBERGLASS DOORS
6'8" Height — Inswing
Arrangement
Singles 1width)
COP-WL-MA0101-02
,•
01-1031.01
1
1
76.0
,. ,
NO
X
2'0"
2'6"
2'8"
2'10"
3'0"
TV
Not Usted
Not Listed
—I
—
Arrangement
X0, OX, OXO
Multiples (wid1h)
2'8" + 17
111asonite International
COP-WL-MA0103-02
,• OCCO
Application Filed
DP Rating
60.0
Impact,
NO
2'8" + 1'2"
210" + 1'0"
2'10" + 17
37 + 1'0"
3'0" + 17
I + 2'8" + 17
COP-WL-MA0104-02
Application Filed
60.0
NO
17 + 2'10" +.1'0"
1'2" + 27 + 17
IT + 2'8" + 1'0"
1'0" + 37 + 1'0"
1'2" + 2'10" + 17
1'2" + 37 + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 37
XX, OXXO
2'8" + 2'8"
COP-WL-MA0102-02
Application Filed
60.0
NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0105-02
Application Filed
60.0
NO
2'8" + 2'8" + 2'8" + 2'8'
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 37 + 37 + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite Intemational website (www.masonite.com) or from the technical center:
3. Installation Instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miaml-Dade BCCO protocol PA201,
PA202 & PA203.
Oak aff • AR K"
W
PIUOROLASS ONTAV 00014e rboT WFbr*-F"oy Dorn
wd,m.=
Our continuing program of product IrMrontuat MWM gKOC90 , dnlp, nd Nodua
doul A*a to dm,pa aldnrt node.
rltC/t'r✓�JVli,lo�lim(fow �
n•w,u. w•nn o.r,r
Masonite International Corporation
X
Opaque Inswing Unit
APPROVED ARRANGEMENT:
.,�
O
O
Single Door
Maxhnum unfl size - 37 x 6T
COP-WL-MA0101-02
FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 61".
rI
t7.
W Data Review Cereteate IA26447A
qal kWh 7Ca A-
OD$ =0 OM
ali tliSliwebsb0
(www.ellsemko com), lie Nla bb
i w b..com) or the
Design Pressure
+76.0/-76.0
gm@ed wazer unIM epedal thmshnid dwgn is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Achd
deign
pin0 eodds VresISM the eddb QWr im a sWIC bailding daigh and bna
Oe00mphb beftn Is detennIned by ASM 7-Wtl
hy or
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details Have been followed — see MAD-WL-MA0001-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
as
®a
Rush 6yanel
O aff-
.. .. T...a..
rrnaaauss exru-1 - .1 :;—_ �ii6vjOo�'
Do go
ao 0o
New England Fpmei Eyebrow +VMW
u17.>bdt
oW,ando�
Ourt amerdlm vaoad+ u e�"e'"'" "'""
drat RAW 10 Wror WMW ram.
�8013
9-panel Eyebrow &PMd vdth scroll
_rt Udurlwlr lrom
P1�A:DQR�.+uaia. �1L'7JLL1R{J11+1 •
Masonite International Corporation
1 1
X It t t
Opaque Inswing Unit
FIBERGLASS DOORS
CERTIFIED TEST REPORTS:
NCTL 210-1973-1, 2, 3
Certifying Engineer and License Number. Ramesh Patel, RE120224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
.To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17. (Structural Tests and Inspections).
16"f / aat�5 . .
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
V%n oertt.a.r
Fw7e
Test Data Review CerbT=b 03028447A.
FJM"78 t /302rA47C end COPE
Reoarl Valgiiion Mai* Ri0MWA-
000 0 002 003- 03D 800'1t. 002.
praWes eMorol bdormatbn .
eveitaDM trom the nSiWH webstte
(www ahernkocom) the Mla mb
*"Is (www.meeonlEeMM) or Me
Mt3sortbe tecbNcel teeter.
Oakgraff
AR eul"Ilwytrotn
Woe - r• n Tlure
PLa846LA45 BNTAY DOOMS
/fie limn/riwje �[:e1DeQt
'h�wl�w Qtl tlttt� p�Mt
our nwoomdpmann�v mL%neron�ae�V14P Masonite International Corporation
tbee amp=D dow Nelat "ago'.
X
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT-
UYanroar ti«+w
IF�m
Test Data Review Certificate 03026447A;
/3026447B; I3026447C and COPfrest
Report Validation Matrix 13026447A-
001, 002. 003; 03026447E-M. OD2,
003, 13026447C-001, 002. 003
O provides additional Information -
from the welislte
O (wwwbetsemko com)She Mas nits
website (www.masonite.com) or the
Note: Masonite technical center.
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 6'8".
Single Door
Maximum unit size 3'0' x 6T
Design Pressure
+52.0/-52.0
Unified water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
1/4 GLASS:
000ft) ® aloo
00 �0
00 00 00
100 Series 133.135 Series 136 Series 822 Series
1/2 GLASS:
§111
00 00 00 00 00 00
105 Series 106,160 Series' 129 Series* 12 R/L, 23 RA., 24 RA. 107 Series' 108 Sodas 304 Series
Series'
'This glass kit may also be used In the following door style: Eyebrow 5-panel with scroll.
Oak aft
a
AR K" c,du.rodr mom
ENTRYDO
FIBERGLASS CNTRY DOORS
Non.Tam,M fba¢nFimr Dann
June 17, 2002
.r.mlum Ou,lltr Doar. a.a
Our condnuing program of product Improvement makes specifications, design and product
dcug subject to dam wturout notice.
X
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
I
00
404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
woad composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer I
Kurt Balthazor, P.E. — License Number 56533
Vlfa,wdr iler�sry
rI
Test Data Review Certificate 03026447A;
13026447B; /3026447C and COP/rest
Report Validation Matrix 13026447A-
001, 002. 003;130264478.001, 002,
003;13026447C-001, 002. 003
provides additional Information -
available from the ITSMH webslte
(www.etisemko.comthe Masonne
webstie (www.mas.Lexom) or the
Masonite technical center.
Oak aft
uod• ro n aAture
AR K' E. clu,ir�ly Irom
PIBEROLA SS ENTRY DOORS
N iomrdFt- ftmy Doerr MEA4Mff(?d`w,o„ O
Jim 7'20D2
,rrmtum Durlit, Doerr
International Corporation
Ourcontinuing nuhlp program of product Improvement mska sped(lenbra, design and productMasonite
detail subject to change vdihout notice.
x MAD I 1 1 I
Unit
INSWING UNIT WITH SINGLE DOOR
TYPICAL HINGE ATTACHMENT
4' x 4' BUTT HINGI
F(12 GAUGE)
-.O�
DOOR PANEL
RNGER,N)INIED
IOLN DRY WOOD
FRAME HEADER
(1-1/4' X f-MV
WITH 1/2' STOP
HEIGHT MINIMUM)
TYPICAL HEADER A SIDE JAMB ATTACHMENT
1/OWONG N AR
WIRE STAPLES
RNGER,IOINTED
KILN DRY WOOD
SIDE JAMB
1/4'X4 A&
1t'STOP
HEIGHT MINIMUM)
WOOD SCREWS
TO BEARDED
DURING INSTALLATION
SEE MINIMUM INSTALLATION DETAIL
TYPICAL THRESHOLD A
SIDE JAMB ATTACHMENT
RNGEFWOINTED KILN DRY WOOD
16SIDE JAMB n 1/4' X 4-TA S'
1/2' STOP HEIGHT MINIMUM)
HIGH B�ADJUSTABLECAP THRESHOLD
(4-B
HEIGHT MINIMUM)
(� f8 X 1-W LONG
FLAT HEAD WOOD SCREWS
Ae�e� Ordod.•ty from
artlxlrq Ix of pC/ILi t7Pon— *Kncmlor^ .
a.gnmasramdamsaeWaawVvKhwno m Masonite International Corporation
Unit
SINGLE DOOR
nra
,5/1UNIT
61 8 7'1/r
ON CEENNTEER TYP.
• Fastener
6 per vertical framin0member
• 2 per horizontal framing member
Hinge and ddke plates require taro
2-1120 10110 scrawls per foullon. •
Latching Hardware:
Compliance requires that GRADE 2 or better (ANSVBHMA A156.2) cylindedcal'and deadlock hardware be Installed.
UNITS COVERED BY COP DOCUMENT 3146, 3161 or 3168
Compllance requires that 8• GRADE 1 (ANSUBHMA A156.16) surface bolts be installed on latch side of active door panel , (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit Include 18 and 010 wood screws or 3/16' Tapcons.. ,
2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NDS for southern pine lumber with a side member thickness of
1-1/4' and achievement of minimum embedment The 3/16' Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4' embedment
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
}�'� [iclorlroly from
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4.
STRUCTURAL'
SOLUTIONS
__& SUPPLY_ _
ROOFTRUSSES
FLOOR JOISTS
ENGINEEREDBEAMS
TRUSS INDEX COVER SHEET
P.O. Box 727, Zellwood, Florida 32798
PH 407-884-0042, Fax 407-884-0179
A01
A02
A03
A04
B01
B02
C01
CO2
Truss ID's
This package co..,,Ains 8 truss drawings Job Identification = 096
Builder = CORINTHIAN
Building Code: FBC2004/TP12002 Location = MODEL#1942
Wind Design: ASCE 7-02 Wind Speed: 120 mph County = SEMINOLE
Truss Software Design: MiTek 2000 6.2
Design Method: Main Wind Force Resisting System ASCE 7-02
Roof Load: 40 psf @ 1.25 Duration Floor Load: 55 psf @ 1.00 Duration
With my embossed seal affixed to this sheet, I hereby certify that this serves as an
index sheet in conformance with Rules 61G15-31.003 and 61G15-23.002(2) of the
Florida Board of Professional Regulation.
The embossed seal on this index sheet indicates acceptance of professional
engineering responsibility solely for the Truss Design Drawings listed below
and attached. Refer to the individual truss drawings for the design loads applied.
The suitability and use of each component for any particular building is the
responsibility of the building designer, per ANSI/TPI 1-1995 Sec. 2 and
ANSI/TPI/WTCA 4 Section 2-4
MAR 6 9006
y 8243
Ken Ehlers, PE #18243
531 S. SR 434, Ste 2005
Altamonte Springs, FI 32714
JUG iwa, Irtas T7r -- -' y0y-�py COR:vRlt6'r 61."LOER9 islODEI IMi) ! JrA i:rica - Ti. Tff jm .. PI% WRYLNI,W Ol11DERs {YODEL ia7) i
SD1008 A01 ROOF TRUSS t 1 �I_D1C_0 f1M ROOF TRUSS 18 i t !Jee Rom. a{41wsIJ I
i_J_- Jae Radrwa laxb'1. _ __ _
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WEBS }14a371270, &141102J57A 4-12 -701107B2 5-12-1155 L 6-12=-71772BA 610>-11054A 7-10>.11729fl
'NOTES
NOTES I 1) Unbdm c W •oaf C. btla Rar. b.w1 omdited!ar Of d.f171
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5) A2 pbtea a 2d M921 urvess Wwalm bdmbd. I jdn16
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W. e
LOAD CASE(S) SOadwd .
I
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KEN EHLERS PE 18243 - 531 S. S.R.434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799
3/6/2006
1-
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1•A-0 5-10-11 5-1D-11 5-10.11 5.10-11 5.10-11 5.10-11 74-0 t•a-0 5.10.1i 5.10-11 5-10-;1 5•1.0.11 5.10-11 5-10-11
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TOP CHORD 2 x a SYP M2
I
TOP CHORD SC A t dm2wg *ecty aootd a ad8 ac paMa
SOT CHORD 2 %a SYP Np 2
SOT CHORD Rgid cM" 0 dmCy mPI a 7$b m m-V
1 SOT CHORD 2 %<SYP No 2
I
BOT CHORD Mg d raft &ocOy appisl w 7d-0 m bedrp .
WEBS 2x. SYPN..3
I ,WLuM 2xaSYPNo3
(OTHERS 2x4SYPM3
I
REACTIONS (bW=) 2-1400080, 8=1400080
M. H-2=-75(bd m 5)
REACTIONS (.b?dm) 2.14B]480. 8=14MO"
Mu LIP02-5341-, - 51 B-S.mbw rase 0)
Ma H022-TNI.W m- 5)
1 I Ma. UPH2+532load o> 518.-53 ;'u d rase 0)
FORCES (lb) Ca,pasdNkv6naa vTmdaf
TOP CHORD 1-2�rd1. 2,Y 29124M 3.15=2W3GA &15-257W14. ad-taM54Z 5-6 -ISM64Z O-18--Z7A/714. 7-18-28a3Wa 7ds2DI2110. 80--MI
SOT 0107m 2•Ia=EBa'= � 13-1 12157, 12.13Va62157, 11-12"2VZ157, iD=a 112112157. 610=61GQM
� l I FOR (b). ttadrum Cw•pes;7wVVabram TMOm
TOP CfaORO 1-2�71, 2-3=-29f71009, 3.'D+ZM36H{ aaD-257agia, a�-l8B3612, 58••18IO5a2 BiD=-257a/71A, Ia0>-2513SM 79=-2912MI0. 09NJ7
WEBS bta�-]132�8, a-1a-d7M32. 412-877/M 5.12=24271OA, &12=677?72. 8-f0a-87N7t, 7-10=-JOY}59
I 1 SOT CHORD 2-14-4= 0>, ;3.1 s 67157. 12-13=-aa02157, 11-12L21057, 10.11"MI57. 8-:0=-810'.GM
WEBS 3.1-3Xr2% 41a-87AM a-12a677r2M 5-12-242JI02D, 8-12-4771272, 0-10=-B7A92. 7.10�
NOTES
1) Ubdscnd and Im Imds haw bewr=Wde m TOr On dedpt
NOTES
2)Waa1: ASCE 7-07 120 rwh (3c mld "d h='C% TCCL 5 W. BCOLciOPd; Cabpwy 0; Em B; andocaq MWFRS pbe and nee: eM vatoW M7
1 1) U15a mcW tool0 We bade KI- be =Zdwad W eta WsOp
aM dpd cr V..M Lm DOL-L 25 elate Rip DCL=1.M
I 2) Wbd'. ASCE 7-0Z IMn" (3eemw4 wR:. MIOF. TCDL40pst SCOL-5Opsf. Cwwwy 11; Eq 8: -loot MWFRS Batle ar,d mna; e'm v cw Im
3) Tlds I p has bom dmJRed Apr a 10.0 0 brmm, dwd We b d nomm�arhw , WM my Ww Inbad&
') ilia hfii mp4ea plweh--mpw a,a TpparCwu Mrlmd asm sia ev bd,maf Rr poly assurnce ily."1-
and eQM emmed L r DOL=1.25 dab Rlp DOL=1.2S
I3) Truza dstlpbO br wbtl bfsm Mpl�r dOla wsa mfy. Fm syds aapmadbrttl (pm:d mea tce}see IA -Sv dGat. End OC 7
5)Ra16em hmklma (by adwz)dptr�mbmtry d+es epatled WT:axrt 532mupYl a1fdN 2artl 532SyiRYjpY+18
I ) la)T!. ppa tm bawldraped W a 10O pd bptl0p chord M bad nplmn IWT my COW M bads
LOAD CASEM Standard
(5) Al damn 2.A WMM10 Wme k6...d
( (6)TN. tr ,.q*" pbft Ytlpc`al pw db Tmh Casa h'.TNdd rt Ph Wss b daawr b gdly rseara h=acOwa
17) Gana c M mmw: A 2-00 m_
8)P-id. ,.Vd-6.W nw�m ryy pTwt)dtruumoaeiy daba�ad Wdr..m3+p 92brmRl al joM 2aM 572 bupLt w)urq 8.
LOAD CASES) S, rdrd
, 1
I
I I
II
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, I �
KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/6/2006
I
_ 1
�7Iiroa �lw:Try. ___-_________ Otr--'PY '(10RC,RIIM CUII.OERS(NC0E119,2) - I �� - _.__u,a. _--T- �Ory Py�C(MLYTHLlY OUCOERS (td01>£li Wi)
>fl0 Ip01 (ROOF TRUSS 11 1 t !So,= 4]2 IA" TRUSS 3 1 i
A RlN.wc4l^1 7 .. 5.200 1110 RHa•vnntWdowl
c0a1 S,a0orw a amply. 2Ywbed. FL ]279e --- � 4.t00 a Allt] ]dOS W ieh mMCW,lria Ym Yv OB t?:3a i02000 Py 1 i r St,r9d OCVJcv 6 S.gPy, 26bm], R ]720E �A11] 21105 LLR.t Nutria, Irc Yen Ya 0617:].:.02008 Pvp.1
42_ 21_3-0'c8:-0__-29d_d J�-0, _. 7-1-0 14-2-0 21_3-0 28_ -0 Y.29-8-0�
IA-0 7.1-0 7.1.0 7-1-0 7-1-0 1-0 I 1.4-0 7.1.0 7-1-0 7-1-0 7-1-0 1-4 a
,a57 r ,
_ , 1
� ( l
�I
"-0 9-5-5 _--18_10-11 _ z7_8-0- 28�1-0 I I 1 1 080 -- --oz-5 18.10.11 274W 28-4
0-8-0 5-9-5 9-5-5 8-9-5 0-8-0 1 1 M-0 8-95 9-5-5 BA-5 0-8-0
LOADING (p-0 SPACING 200
TQL 200 Ratesbrteoe 1.25
TOOL 10.0 L ZI, 11- 1.25
BCLL 0.0 Rep Str ha YES
BCOL 1
0.0 Coda FBC2004rtR2102
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP Nat
WEBS 2X4 SYP No.3
OTH
ERS 2 X 4 SYP No.3
WEDGE
L,fL 2 X 4 SYP NoA MgM 2 X 4 SYP No 3
_
)1._(•92-00Pti:-IS D+d6J0�180415,00$.I871P�FQ�j
t Rse 0.','a3()Ch'(ZO'0•:�OD21206��cE9^),�SN�.OJOl.lY0a40�01-f890:5,7.62j.i6O0.1FdGe1�__ ___-__
___- _ _-_ _-_- _ _ -_
j
_ __ _T -_-CSI
- T
- _
CSI
I TC 031
DER h (Ie4) 004 L7d PLATES GRIP
va,% -0.16 H >00 300 1 M.SO 2aa^.90
)
f WADING(pst) SPACIt40 2-00
I TCLL 200 Ps Nueva 1.25
PC 0.71
OEFL 1,(oc) LtlM�PLATE4 GRIP
VwI(LLI -OAS 6-a >999 390 MIM Y9'160
1 BC 0T7
VeR(nl -0.47 64 1709 181)
TOOL 10.0 LatI-b 1.25 I
.i
BC 0.77
VWif%) -0,47 66 >709 180
NH 0.22
H,ar(iJ 0.09 0 rV• rva I
I i BCIL " R4p SOe,a W YES
WB 0,22
H- il) 0.09 6 Na Na
IN47Y)
Wd^164Ib
OCDL 10.0 Code �: F5C20042002
-
(.VatrS)
WdOI,c 127m
BRACING
I LUMBER
BRACING
TOP CHORD Seward lead Will 9 dncly ypid a 367 oc p�
) TOP CHORD 2 X 4 SYP Not
TOP CHORD Sa,•Curd woad wowa'ep mrepy amiiod a 347 a pA-
BOT CHOW? Rip] Tnp Wcfy oppC a 64,5 ae trade.
i I BOT CHORD 2 X 4 SYP t:n2
BOT CHORD Rigidwiep d-Ly apOW a a," oc back
1 IWEBS 2X4 SYPNa3
WEDGE
I
Let2%4 SYPLb3,R;.-- 2X44YPNtx3
I
REACTIONS (2VAm) 2a12130-4 .6=121344-0
REACTIONS (bd=) 2.12130-4-0, 0=1213W-0
I I V. Mn2v66;1- =sa 6)
Na H -2-- Molied c -.6)
V )301 m 6>)
'FORMS
Mu Up4648(bed me S6=466oe6)
II ITOPCHORD
A) - N{naCanpwcinYm
I
FORCES Mimi- o
TOPCHORD 1-201.2+2-220Wo. 342- 11311'34S6343--1836543=411381464D1�1�, &7�F11
,5
A1a-:tL0-00uq49t2, Vs2A4-t414p22dFWd0003.4 ,
tl46li--i963583, S12v-21t361� 612c-27HLtO0, 67�]t
BOBCtgRD ,W1d,24SC1(e1I=Y36-q211�
807 C/qq ?p-D1Q➢6-2181341. BBQiEB1341.6-&-~A1A71
-It833V5267l7
WEBS 3164311D7. 413-10WGB7,4$=fE067.5-0,
WEBS 34311277,410>00644-1%5157. 54-311M
I NOTES
I
I 1) Umtrced root M bda Cava ".J b die
1) U ft
1) U,M roof M d to
f(1 Cam
punk A=107; TCOLCOpst, BCOL6.OaJ: Ca,4pay 11: E� B: aldm4d: M14'FRS patch aN Naar: arrd var'ri Id
12) LNnd: AIDE 7-02 =Id gp W -SOP-
CDdedpn.
2) Vhrd: ASCE gid -
ASC 0" at WnF D:' TC0.6Dpx BCOL4.Opd; Ca+WY It Ev B; andcwd; MV7FR59>M erd »>»: end varwY IC:
L Ir�er 0
and d(yu a L,0 OM-1.2d qip DOL=1.�
and,I(Fd e>aosed:L
t Lmrbor DOL-1. p
DOLv1.2pMmpipp:-s
n Ila;
r a 100 pd Mbads
Coalaw ba f00pdb^mn-ALMIbad
13)This
io or5.
3) Toro de'-17,ed b wind bads In die Na d Oa puss Fa reds a�osed (nmral m Oa tAb AOTak SYtla,d Gale Ertl OenT
w Otis buo V drm,m b Wrmlift race br
4) This truce nl paw hrp Caa1 Ma 91r aiCt,Id ,Nci
it-lmq m M
Colman Brad M bed raripe,tarr�t w:dr airy aAa M bads
4) p buss Has Lear b • f00 d wIl, icl,
Of h 446r.
5) Ptwi0e meaieid cameCvi ICY eMa) a: truss m Coarnp ph'e cpeCm of WA•.Ytlrq "6 lb r465 a jii4 2 an0 446 m up61 ai loot 6
Xw (b V p Ca
5) Il ptaea ore Do, IM .4 irl
AN irdmbd.
I
I
pta hq don porm
6) Tirh truss Rases date hsp-liCn pr d•o ToaC Cord Ma0ad wtan des truss is rlrosm b Waft asrar4w hyzmt
1 LOAD CASE(S) Stnmrd
7) GabN satla Rawl a1200 oe
5) Pfwfds rtadraiwl aarrocion O,Y adren) d M m Cea,b+0 date spade oT w,d,ra .*V 4e6 m,mct a pnl2 a d 446 m uddl atpd 6
LOAD CASE(S) Syrd"
KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/6/2006
ICOt ;ROOF TRUSS
'6-_ 10.y __IConaliii:wit GENDERS fum7ii ieix) --t - --- --it
' t3Otpe CO2
B.20p> Ad t3 2Jp W i41 bataYtn. hm um oar U! t2'34�W ]00B Pga t SevC � Srrm n'w.ac7.2we
I
CORN,R 9Ul RS lu00EL tw2)
ROOF ITIM5 tt t
AW Rlwwca IPN±1
am.- 1d xopa wr.a kmmmw, k.e tev' ue m 1x:a4. t tam Pa9a t
114-0 17-0-0 22-8.0 )2a�
14-0 5-8-0 5.8-0 5-8-0 5-3-0 1-4-0 I "-0 5-8-0 5-8-0 5-8-0 5.8-0 1-4
m.. u.qi I av to
LOADING (PA
TQL A.0
TCOL 10.0
SCLL 0.0
BCOL to.0
LUMBER
TOP CHORD 2 X 4 SYP No
BOT CHORD 2 X 4
SYPN0.2
WEBS 2X4SYPNb.3
OTHERS 2 X 4 SYPuo.3
76.11 7.6-11 76-11
SPACING 20-0
P4 ma ktwaam 1,25
Lurrow bwmae 1.25
Rep Str-& tw YES
Cade FSC2004frP12002
C'"--OEFL b l'aa) VW Ltd 1 T PLATES GRIP -_
TC 0.27 I VarL'LL) -0,01 15 M 180 NJ120 24 B'180
SC 0.09 Vwt(n) -0.02 15 M 90
WS 0.09 H,2(TL) 0.01 14 Na Ws
(h'a]tr) W.Igm 137 m
2245-0
74;-11
76-11
-
LOADING(p4
T _ SPACING 2-0-0
I CSI
OEFL in (mc) Odes L/d
PLATES DROP
TOLL 2D.0
FlLte 1- 1.25
TC 0.54 I
Vm(LL) .0.05 9.11 >999 300
?A bt9190
TCOL 10.0
LuMwL a t25
I SC 0.38 i
VD egn) .0.15 11 >999 190
B0.l 0.0
Rep SOmslnw YES
WB 0.So
I
Nb�iL) 0.04 8 Na da
BCCL to 0
Cob FSC2a04rFR2102
(`AavSQ
I WrkytL 129 m
RRACM ---- LLM39R - 1 - BRACING
TOP CHORD Stn=t-I w=d "a5bp * y gybed w BGO w pw--2 m ep: and vwtale, I, TOP CHORD 2 X 4 S7(P Na.2 TOP CHORD Sducaaal oval mmxYrp dSaay apped w 5-015 m pM; -0 wtd vwvt9-
SOT CHORD Rod -=QE2 ly appL'ad w 600 ec br bV. DOT CHORD 2 X 4 SYP Np2 SOT CHORD Rod rip ci-Y2piap w to -"pc travq.
WEBS 2X 4 SYP Nm3
I'
i REACTIONS (LYa) 12=917?00. 8=957000
RFACTION3 MWd ) 29=1917-W 16'-47228(k 14=153B60. 23.174r226Q 24=16VR-0-0, 25=19=40, 20=t5Vn-M 27=1=,". M=07n4H). 22>td'Jl1$0, 2F1aYIIdC.
V- Hw:12s70(bad - 5)
is= m,22b :'a-i m&o, 17=9V24w
N Up:112-367(.wd-516=-387(b01s 6)
Ma H-29=70(bd - 5)
Ma LVIA219-.1 t5(bd r A 14=-1S(bd Cam 4 24=450md eaxe 4 25-W4w!-v 3L M-a:roa1 case 5) 27--Mlo d era 51 29=-101(ma1 rav 51 22>45(.xf Caps 4L
I FORCES !J) -Nat-_stt Cwrye�zbN.Vttrrrt - .
W-55(1-d are 41 19=60(Lvd era 61 18=-91(lad ere 6L 17=40(baa- 6)
i I TOP CHORD Y2�.�, 2-}--21&t®, 373z17157E0, 4-i3=-1106'a02 a-u0.1 ;05'a02 Su=-1114/360, 56--2171:60, D7�'39, 2-:2.-3:5�6, 6P3:5ID6
f
Mm 6av22187(km ere9L 18-J5(mm ow6L U=1B0(load r tIOL i3-174(tooda lL2:165{kmd Sa1175=:60(bad¢u 1G 78=i56(btl em 7)Z7a;70(aad taae 6).
30TCHOR7 11•ih23VtOt:, iDit=.I SJ030, D10>tAB30, b9a•213'1J11
26-06(mad ea IL 2A1950 o» 14 21=107(tmd r 1L 19-158(bm Cafe 1L 18=171(bad w4t 10L 17=X(mm are 1)
i WEBS 311>-141/180. 4.,1a•1D=I. 4$•10.7320. 5.9s14WIM 312=-109YM 5-8 -1063255
FORCES (lb)-Madnum Cmpm WVMW*n Tandm
1
I ( NOTES
TOP CHORD 1.2�XL?b-1311,54-WI.44-9'118. C2�'T7>-9'iM,Dg-0'151,&,-4Y167,7$s1=11, 60>•1 V210. D10-9't87, t0.71.0I151,
I
1)Lhbk-dlad 0n mablave Dew' tan7Cwad tw Ve.-9,
11J1if011N, 11.11910/110, 12.13� 7/74, 131-:5u 14-154M 2.29a-157/145, 14-18=00
2) Vhm: ASCE 7L; t2/r<M (lu yMR h-lD% TCOL-50,r- BCDL�.Op.I. CY. g9 V Il: Era D: wld..t h' WM pNe wm -, and vwaril Mt
SOT CHORD 2529=-1991, 27-26=-1991. 28,27-=199,, 2528=-t991. 2a25-1991. 2324a1991, 2d23>1991, 21.2261$11. 2-21-1"I.
) 1 am r#d mw-d; Lt Lw OOL-1.25 plat 9'.p OOL-1.25.
1920-1991.18.19-INN. 17-16=19'91, ifi•17st991
N3)TNf-h ball Im9 Iwa 10.0 Pat bbn dvdM mad rrwmmtarI 1C, MY aM FmIma
WEBS 0.23-134RL 7-24a.125%8.25--IMrM5-28-1I99,427-121YI IQ 3M6SM 9-22--125M 10-20-12YM. 11-10=1:6'9q
'. ' 4)T.Y.31rmfood. FYta msPeGwlpw 6`a Tmpl Cwa+tMC+od wt+t+0ia ausatdmxn lPr pn:tya�2rrma FlaperloL
12.18-13YII& 1317-55W
5) P.vrb rnadurt'cy ma:ec5w: (bY mrws) d Cum m baardq Wt aptbt d tL-=w drq 387 b upM m )dra 12 and 317 It t¢8 m )dra D
NOTES
1) U*W.I ad rod Ive bdf nave bet' 0atddwm b 9is dedpL
2) Wmd: ASCE 7-0Z: 12bpn (Saepw' 1 wMR n=/01L TCD.-5.Op-- am-5.opd; cwegn 0: E. E: erdmvc( MWFFIS god. a.d2wrq erm -fi w web rIW 1 efposam I-,-
D0..1.25 pat"DOL-1.25
31 Trussded, b-t bm b at ptana d at 00• wiy. FwaWam�yw�od mah+a OaYrtW mtlre raxL rOo yak l+�ttrd CrllaEm Omar
4) TNa ttusa Rna betty �b b a to psf bdtwn dmm Po bm N'wrmmrwu vli airy edr 9. bma
5) Ai pbba - Ia4 MJ121 udess a0wise hk :m.
6)TNhhWr.A- pat krgaWlv'par M To C-, Madtd ~ *6 truss1 dt b 9AIRY amwwma bap<xb'.
7) Caabls nq*. tm'Gramua bourn dud bemkp
8) T- b M 01 y Crsltd ban ana taco w maaalY traced 09- 1-9 rwmiw 10e. dm9wl �L
M Dade rd.da rP-1 m 200 m
10) Baadrp m j nq.) m -.b- p.,Ad m Olab vab urip A ISVtF4 1 V.
m gr h bm W.
nt BuAiq dasl�tw mt0ild.w:y apdY d bewmp carau.
11) PmAft J-kW mwtebm (by 00,-) d tre'ai em m bhdviNsa�drtp tp dfm Dade 115 b up0 m jtmt 29, 155 b upL1 m Joint 14, 45 b upil m
Jpkd 2a, 56 b upL1 m W. 25, 8, lb uplift .),I. IS, 88 m up.'t m )dm 77, 101 b IpM m)mn 24 45 b mM m *9 22 55 b eptt m )dd 20, 80 b LOh m
J.W19, 91 lbuddt m Jdd 18 aid 88It, utit m Job 17.
LOAD CASE(S) Stmad
LOAD -IS) s r.Wd
t � .
i !
t1
I
1 I
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KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/6/2006
I ml�
HOOF TRUSS -L Q Ij OUT ERECTOR NOTES: � I = j
y'6'IP Bm
1. TRUSS SPACING24' O.C. UNLESS NOTED OTHERWISE. 0 m
�I StRUCIUKAL SCLUT-IONS RIND SUPPLY 2.REFERTOHIB•91SUMMARY SHEET RECOMMENDATIONSFORHANDUNG,INSTALUNGAND
BRACINGOF METALPLATE CONNECTEDWOOD TRUSSES. I j30
I� ua�l 29� aa3 I sw0
�. FOLLOW SIMPSONINS7ALlATIONRECOM:AENDATIONSFOR MAftGERCONNECTIONSIF
FPX iI 290'2953 HANGERSARE REQUIRED.
I Z7W
I 4. SEE PIGGYBACKDETAIL SHEETFOR PIGGYBACKATTACHMENT IFPIGGYBACKS AREREQUIRED. o
CCNTRRCTCR/FRPNER TO I,ERIFY LABEL/PRCFiLE P\0 CFVT,TY
_ WITH ENGINEERING P\O LAYOUT PRIOR lO CRCERIXG CRP\E F\0 ERECTIGN 5. IT IS THE BUILOINGCONTRACTORS RESPONSIBILITTTO INSURETRUSSES AREINSTALLED
CORRECTLYAND IN PLANE BEFOREAPPLYING SHEATHINGOR DRYWALL. 50;
FRF"ER TO CCSSU-T HIB9i S4 `"PRY SFEE! PR,CR TO FETID6. ALL TRUSSESSHOULDBE ERECTEDPlUMB. a6w
7. DO NOTCUTOR DRILL TRUSSESWITHOUT PRIOR APPROVAL FROMMANUFACTURER.
1 B. BACKCHARGESWILL NOT BE ACCEPTEDWITHOUT PRIOR APPROVALFROM MANUFACTURER I oEj,I
p>
0.
9.REFERTOTRUSS ENGINEERINGFOR PERMANENTBRACINGAND NUMBER OFREOUIREOPLYS li a=
PER TRUSS GIRDER I wm
I OALL TRUSSESIN FIELD SHALL BE CHECKEDAGAINSTTAKEOFF, LAYOUT ANDTRUSS PICTURES j win
BY CONTRACTOROR FRAMERPRIOR TO ERECTIONMANUFACTURER SHALLNOT BE In 1-
RESPONSIBLEFOR CRANETIME OR DELAYSOUE TO MISSINGOR BROKEN TRUSSESWITHOUT j m
24 HOURS NOTICE.0.
1 06,
"L
QN2
IJQ=U
Q`'o�
�0
oQ
-- 22-8-0 - — - -- ---- --- - - - --- --- --- 59-4-0-- ---- -------------- - ----- - --------7-4-0
9'-4" BEARING 9'-4" BEARING
- f -- —�- - f- 8 4" BEARING Qm
�
I j i 8" CANT.
IO l0 O iao°�
,�: I 'i II II I 1 ,j !I I, It ! �i I j 'I !, I -,�i - -- -T—•r- c- on
coU)~'����
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I I I I , , I I •l I -- - -
i
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N N; N N N N N� NI N I:V' N�.=) NI N N; NI N, co: M, CMI M r7 Mc+i' M; M; M' M' M' M!
i OMI MI MMI MI, M,I MI I I NI
I l I OOI O O OIO O O OO O OI OI OOOi OO O Cl O M� MI t7M
I
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co
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, I I �\� _� , _ _ — -_ _.; - _ _ 'F' _ _ o I _ "_-_, {T I' ij ! + I -� - •^-- - --_ I 10 1 y semi n � �
c j Cam 1
i I II I� '.1 II II li II i4I II it II II II I ;I I' I (I II I I' II 11 I ,1 ,I ,I II it 11 ! I, �I ! ( 1! !I iI II I I 1 V VI Ci 1
E E r vOi
18 c DnD 3 1
T-- J ,f, I I. I� n O O m
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t 9' 4" BEARINGii
O' XCp
CVI N
0g LL��
m—
I I II ;I II I I',
2 2 X 12 I I I I' � ! 'I � �-- � I I i 8„ CANT.
I _ _
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L 9'-4" BEARING
22-8-0 10-0-0
7-4-0
1
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