2445 Park Ave - BR06-002137 - SFH (A)PERMIT 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
qOValueofWork: $ ,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) PO1->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—s4fFI - 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 viZOwner/Agent is _
Personally Known to Me or Contractor/Agent is " Personally Known to Me or N o ^ c o m Produced IDProducedIDQmAPPLICATIONAPPROVEDBY:
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 %Yai it:,c aP 4'! SV"(it9(10
OTICE OF COMMENCEMENT M I.. n
Parcel ID No 36-19-30-550-0000-0050 m -
rn .
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
o r- m
STATE OF FLORIDA
COUNTY OF SEMINOLE iT
D z
The undersigned hereby gives notice that improvement will be made to certain realproperty; 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 ofr 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 46593999W. 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 # ofWater & 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: _
MaddArchitect/E Weer: la : LrN Q Phone: AZQ Q5a J, A: rAddress: 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
2d
J
m
D
m
1
dl
Fy
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
yourecently purchased a homesteaded property your next ear'sproperty 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 isfurnished 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 Florida 32j 7
G. Property:
t 5,5>tTiA1TiE/ :S!Ston 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 CORPORATIONPlaceof
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 ofNew 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 toy- - - -_- .... 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 Taxes211. County / Parish Taxes 511.
512.
County / Parish Taxes
Assessments -_- -- Assessments212
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 Seller301.
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. 2502-0265April19, 2006 9:57 AM RESPA handbook 4305.2
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
r, rDAYIDJOHH90N. CFA, ASA 5 9
PROPERTY a3APPRAISER
SEMINOLE COUNTY FL.
y1101C. i irsT 5T rn mT,AN FORD, FL 32771 - 146B 407-665-7506
ry, 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 PriceValueLOT00
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—fe
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 yygglit./ J E'5GtS
23 587.5. NORTH 0
LOT 5 IO' AREA-
11,564 SF Ni I
F.F. 43.50 w
w LOT
4 J358' LOT 6 un00
00 ZI
Z I
7.
5' I
f
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 I
O
I
I
LO
I
00
u7tDOJ
OO 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 32614-0024TELEPHONE: (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 PASSTotalbasepoints: 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 STgrConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (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. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar"4designation),
your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou 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'edufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction, contact the Department ofCommunity 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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xX E33t XO. Ox.'
Xz xx 2: X91
g. 157SE
BUS'
L•
X 6D E E 9} 1278C-
OXO' 1Ay_,,. X
D8
IB-"- .'X. J
I 11 9056 oX 106
of K BoDo, S1 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' g. I MIT142-
1111X987e' s 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 212ipA2, A . IQRt DOOR
WpTfl SAm
HDI
DACE . . . EXTEfi aR , 1 LIBERALLY
MOLT-. V
O
LNSIALLAIM ANCHOR
ng
BED
of CONCRETEill -SCREW (TOP. WHERE TAPCONS ARE COKCRETEORNOT 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 OPDOCK .TMTut LAmm A= Toe A[.• . up Ac 3): Ab"';;
9p1IAw0EAtX1 PRLnUXEPrzmFv>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[tXA11BfUTsCi 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 1131DIDC6Nt-)//P 6Q6 '
u) INAx ••Im.nerp ACING aITmN.Aeo TOeE 2,r. O.C. Y123i +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 rfINSTALLEDa.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 IK51AUATiONPATH' :TA1P.
00hS'-:`s:+T•- _ =.• . '' O15TA ATOdANCHOR . ij, rrTRRrpliil/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.lRlb•, 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 ON1IMPORTANTtTAIVT'. 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 windowsNote: ®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 theLFortwinS-0'% mull length will be 35 1/4" window + 1 1/4". mull + 35 1/4" window = 71 3/4StepStripfins. 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 .theStep3. . mull.
Place windows and mulls together as shown below. Note:. This* mullion can be installed with the hollowshown) or outside, depending on, the construction or personal preference. Care must be. t.ak Portion facing insideStep. 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' 3Sheetmetalscrews ,(not included). , /4"
Step , Again with the 1/8" drill, drill up through the. heads of the lower units into thedrillandfastenwith #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 1a1/8" 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 eachnkandaflatheadscrew.
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 oin. 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 SINGLDERILLEDHUNGHEADS 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 caulkeducipdwhi 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 tlll'!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,- sQ
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. SIOZE: 1:5/8" Xt2WHENUSEDTOMULLFINFREAMW1Nl301RjSNOTES:
CHART -
APPLIES ONLY TUBE- MULLION #5766 WHEN USED TO VERTICAL MULL SERIES 542/05X PW ANp / OR SERIES' 700/704l740/744.SH WINDOWS READWINDOWWIDTHANDMULLSPANIN -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, ANOAPPLY '1A/HERE-ANy NUMBER OF MULLIONS: ARC EMi'L.OYED IN A SINOLE OPENING. DESIGNPRESSURE-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 10X1-1/2• SCREWS IN WOOD OR TWO 3/16. IN DIA. X 1-1/2 RAWL TAPPERS OR, EQUALIN. MASONRY OR CONCRETE. APPROVED J43 .
CA98p582-
A 07-
Feb-2002 ' 98-
1012 PMPARED
BY; PRODUCT
d AF. PUCA77ONF.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 Usingtheprsi=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 jambWith: 1W* maximu-spa.cl Step- 5."Coulk any voids to preventany
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 cliptabtoconstruction. with two. #124 1: 1/2n'tscrdws for structur.al., -Ihte'dt 9. Y... 125. 3/1.6" Clearance HolesCaplIc
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,lqT 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.
nma 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. embedmentIntomasonryorconcrete.
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 rPEltEtRlinon 12 •te 7/e s 23 C .a c
Pptrnetn Cwh I 14 1B 1 1'4Y 6/
B "l C A. C
Caulkand 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 CJamb
rdAw -
A 4 •' `' 23 35 1 ,3723/d A, C aB, C2436x' 42 .5/a A. B. 0; A, B, C
a:•
245 AS'it 51` 3174B, C A. % C' aa ' • ' d 25 35.:s 62 A. B, c A, a, C .. 2036x711/4 A. III C A. B, C. 0 GlassasRequFrsda . 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-4s.4 6/6 A. B, c A % C 345521/8 : 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.x71 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 1ARDElata &1',s y
INCLUDEPujmeterCaulkSillp' 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.NSTRI.C•110NS S.W. 1/ts/02 st&
IL.;.r & FASTENER SCHEDULE loss, ••-'• / '
b.
aan
CaulkBetweenFlangeandPro -post 50 C - C ey•. (Qr,lt•.•;4 ° . 740/
74.4- SIN•G.LEHUNG 119NE m.
1 ' .
1 EXTER)
OR QLEVATION • % o= lIV.5740, •'
De 0, w,p 8N (O' nrn 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 801 36 x 80 0 78.0 76.0 Y 18614-0 oEN4122-02
wood XX 0 72 x 801, 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 80 055.0 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 IG505 50.5 N EN4145-02 wood
OXXO 1 144 x 60 1, 2 36 x 80 IG 50.51897 7 9 50S N SL36x
80 IG 50.5 50.5 N Opaque; IG4nsu4atln0 01ass
w8h minimum 118' tempered Glaft tested in accordanceWINMotro-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 00108110041-020
0005-02
0
v 1 M
owi-
m
OD02-02 0003-
02 M+
0004-02
0005-
W N
ro 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 x80 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
gsg3v
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' + 1T
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 rrff'' [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 impactresistant requirerrrents for a specific btAftdesign ad geograpldclogUonIa determinedby ASCE7intlonal. stateorloci] 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 notedtoWipeelhmanotlra
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 rigidplasticliplitesurround.
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 fromEellns
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 - 3ar 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 00FlushArdsTop3-pmel 3-panel i 6- aul New Enptand 4-pand Eyebrow 41" svd
ma
Boo 113130 a13
M0 00 00 1113 m09sud15panel5parrel5-panelwith 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 ergicna6b.
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,,.•mE1llJ1IbVSys1bemsAlMeta, 29, zooz .,.PR61fDO1IP°?°,
wcatiknr Wgmmotoroawr,iammmaaw,dnauomdmd oWpro" Masonite International Corporation
dohD oteiod to dw9sWait notb.
COP#
M L ) Conflp. BslnpUO)
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.
055.
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 SL14x80IG55.0 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 SL14x80IG55.0 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-
02MA0122-020002-
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 SL14x80IG55.0 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 NOX
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 kWh7Ca A-
OD$ =0OM
ali tliSliwebsb0www.ellsemkocom), lie Nla bb
i
w b..com) or the
Design Pressure
76.0/-76.0gm@edwazerunIMepedal thmshnid dwgn is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Achd deignpin0 eodds VresISMtheeddb
QWr im a sWIC bailding daigh and bnaOe00mphbbeftnIsdetennInedbyASM7-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 amerdlmvaoad+ u e"e'"'" "'"" drat RAW
10 Wror WMWram. 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-
0000 002003- 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%neronae V14P Masonite
International Corporation tbee
amp=D dow Nelat "ago'.
X
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT-
UYanroarti«+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)SheMasnits 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 locationIs 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
FIBERGLASSCNTRYDOORSNon.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 IKurtBalthazor, P.E. — License Number 56533
Vlfa,wdriler 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 theMasonite
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 OurcontinuingnuhlpprogramofproductImprovementmskasped(lenbra, design and productMasonite detail subject
to change vdihout notice.
x MAD I 1 1 IUnit
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' Xf-MV
WITH1/2' STOP
HEIGHT MINIMUM)
TYPICAL HEADER A SIDE JAMB ATTACHMENT
1/OWONG NAR
WIRE STAPLES
RNGER,IOINTED
KILN DRYWOOD
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 WOOD16SIDEJAMBn1/4' X 4-TAS'
1/2' STOP HEIGHT MINIMUM)
HIGH B ADJUSTABLECAP THRESHOLD 4-B HEIGHT MINIMUM) f8
X 1-W LONGFLAT
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 6187'1/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 Compllancerequiresthat8• 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 analyzedforthisunitInclude18and010woodscrewsor3/16' 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 approvalsrespectively, each with minimum 1-1/4' embedment 3.
Wood bucks by others, must be anchored properly to transfer loads to the structure. iclorlroly
from Cllf
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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
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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
LUMBERTOPCHORD 2X 4 SYP No
BOT CHORD 2X4SYPN0.2
WEBS 2X4SYPNb.3
OTHERS 2X4SYPuo.3
76.11 7.6-11 76-11
SPACING 20-0
P4ma ktwaam 1,25
Lurrow bwmae 1.25
Rep Str-& tw YES
Cade FSC2004frP12002
C'"--OEFL b l'aa) VW Ltd 1
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PLATES GRIP -_
TC 0.27 I VarL'LL) -0,01 15 M 180 NJ120 24B'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 LuMwLa t25 I SC 0.38 i VD egn) .0.1511 >999 190 B0.
l0.0Rep SOmslnwYES WB 0.SoINb iL) 0.04 8 Na da BCCL
to 0 Cob FSC2a04rFR2102AavSQ I WrkytL 129 m RRACM ----
LLM39R - 1 -
BRACING
TOP
CHORD Stn=t-I w=d "a5bp * y gybedw 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 5-015m pM; -0 wtdvwvt9- 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$0, 2F1aYIIdC. V- Hw:12s70(bad - 5) is=
m,22b :'a-i m&o, 17=9V24w N Up:112-367(.wd-516=-387(b01s 6) Ma
H-29=70(bd - 5) Ma
LVIA219-.1 t5(bdr A 14=-1S(bd Cam 424=450md eaxe 4 25-W4w!-v 3LM-a:roa1 case5) 27--Mlo dera5129=-101(ma1 rav 51 22>45(.xf Caps4LI FORCES !J) -Nat-_stt Cwrye zbN.Vttrrrt - . W-
55(1-d are 4119=60(Lvd era 61 18=-91(lad ere 6L 17=40(baa- 6) i I TOP CHORD Y2., 2-}--21&t®, 373z17157E0, 4-i3=-1106'a02 a-u0.1 ;05'a02 Su=-1114/360, 56--2171:60, D7'39, 2-:2.-3:5 6, 6P3:5ID6 fMm6av22187(km ere9L 18-J5(mm ow6L U=1B0(load r tIOL i3-174(tooda lL2:165{kmd Sa1175=:60(bad¢u 1G 78=i56(btl em 7)Z7a;70(aad taae 6). 30TCHOR7 11•ih23VtOt:, iDit=.I SJ030, D10>tAB30, b9a•213'1J11 26-
06(mad eaIL2A1950 o» 14 21=107(tmd r1L 19-158(bm Cafe 1L 18=171(bad w4t 10L 17=X(mmare 1) i WEBS 311>-141/180. 4.,1a•1D=I. 4$•10.7320. 5.9s14WIM312=-109YM 5-8 -1063255 FORCES (
lb)-Madnum Cmpm WVMW*n Tandm 1 I ( NOTES TOP
CHORD 1.2XL?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-1.25plat 9'.p OOL-1.25. 1920-
1991.18.19-INN. 17-16=19'91, ifi•17st991 N3)TNf-h ball Im9 Iwa 10.0Pat bbndvdM mad rrwmmtarI 1C, MY aMFmImaWEBS
0.23-134RL 7-24a.125%8.25--IMrM5-28-1I99,427-121YI IQ 3M6SM 9-22--125M 10-20-12YM. 11-10=1:6'9q4)T.Y.31rmfood. FYta msPeGwlpw 6`aTmpl Cwa+tMC+od wt+t+0ia ausatdmxn lPr pn:tya 2rrma FlaperloL 12.
18-13YII& 1317-55W 5) P.vrbrnadurt'cyma:ec5w: (bY mrws) d Cum m baardq Wt aptbt d tL-=w drq387 b upM m )dra 12 and317 It t¢8 m )dra D NOTES
1)
U*W.I ad rod Ive bdf navebet' 0atddwm b 9isdedpL 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 webrIW1efposamI-,- D0..1.25 pat"DOL-1.25 31
Trussded, b-t bmb 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 ato psf bdtwn dmm Po bm N'wrmmrwu vli airy edr 9. bma 5)
Ai pbba - Ia4 MJ121 udess a0wise hk :m. 6)
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Caabls nq*. tm'Gramuabourn dud bemkp 8) T- b M01 yCrsltdbanana tacowmaaalY traced 09- 1-9 rwmiw10e. dm9wl L M
Dade rd.da rP-1 m 200 m 10)
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PmAft J-kW mwtebm (by 00,-) d tre'ai em mbhdviNsadrtp tp dfmDade115b 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 )dm77, 101 b IpM m)mn 24 45 b mM m *9 22 55 b epttm )dd 20, 80 b LOh m J.W19,
91 lbuddt m Jdd 18aid 88It, utit mJob 17. LOAD CASE(S)
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I ml HOOF TRUSS -L Q Ij OUT ERECTOR NOTES: I = jy'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 FOLLOWSIMPSONINS7ALlATIONRECOM:AENDATIONSFOR MAftGERCONNECTIONSIF FPXiI290'2953 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
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CONTRACTOROR FRAMERPRIOR TO ERECTIONMANUFACTURER SHALLNOT BE In 1- RESPONSIBLEFOR
CRANETIME OR DELAYSOUE TO MISSINGOR BROKEN TRUSSESWITHOUT j m 24
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