HomeMy WebLinkAbout1018 Olive AveCITY OF SANFORD PERMIT APPLICATION
Permit # : V T
Job Address: I C//
Description of Work:
Historic District-
T
Zoning: Value of Work: S—7 p--7 --, om ,
v
Permit Type: Building _ L BlecWcel —0S2-',M0chan'cal 0`
Electrical: New Service — # of AMPS
plumbia 8 /
I
ire Sprinkler/Alarm pool
Addition/Alteration Change of Service Temp orary PoleMechanical: Residential Non -Residential Replacement New Duct Layout'& Energy Cala Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer LinesI # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or CommercialOccupancyType. Residential Commercial Industrial Total Square Footage:
Construction Type; # of Stories: # of Dwelling Units: Flood Zone; FEMA form required for other than X)
Parcel #:
Attach Proof or Ownership & Legal Description)
Contractor Name & Address:
Phone &Fax
rState License Number. Contact
Per rtzr 11 fldi 7
CCaa N
Qle, BondingCompany: Phone: Address:
Mortgage
Lender: Address: /
f Architect/
Engineer: Address:
Phone:
r
Fax -
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or i issuanceofapermitandthatallworkwillbepernstallationhas commenced prior to the permit
must be to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate securedforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE:
In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
ofwpe fa venftca ' u that will notify the own of the rope of the requirements of Florida Lien Law, FS 713. 41S .... ..
Si to of Owner/ `ent o•
to Stgnature of Contractor/Agent Date i
riot Ow Print
Contractor/ N i
Y
X O<:20, SignatureofNotary -State of Flori ovfD, = D Signature of Notary -State of Florida pate 0.
8 0atb A;j c2
c p C: Owner/Agent is ersonally Known Me or O
J Produced ID O 6 n
C;- I
APPLICATION
APPROVED BY: Bldg 5 `-o"/Zoning:
Initial &
Date) Special
Conditions: Contractor/
Agent is Personally Known to Me o Produced
ID Initial &
Date) Utilities:
Initial &
Date) FD:
Initial &
Date) 26
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL jiILIKV L01 I < Back C>
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Scsinuic County
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2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 25-19-30-510-2500-0070 Tax District: S1-SANFORD Number of Buildings: 1
BROWNE RONALD B & 00- Depreciated Bldg Value: $27,282
Owner: E
BARBARA A Exemptions: HOMESTEAD Depreciated EXFT Value: $0
Address: 1018 OLIVE AVE Land Value (Market): $3,920
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 1018 OLIVE AVE SANFORD 32771 Just/Market Value: $31,202
Subdivision Name: CLARKS SUBD W M Assessed Value (SOH): $26,786
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $1,786
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vaclimp Tax Value(without SOH): $140
WARRANTY DEED 10/1993 02672 1704 $31,900 Improved 2003 Tax Bill Amount: $24
QUIT CLAIM DEED 01/1987 01838 0513 $100 Improved Savings Due To SOH: $116
WARRANTY DEED 05/1980 01277 1431 $5,300 Improved 2003 Taxable Value: $1,158
ADMINISTRATIVE DEED 08/1979 01240 1153 $2,600 Improved DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND
Land Unit Land LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Units Price Value LEG LOT 7 BLK 25 M W CLARKS SUBD PB 1 PG
FRONT FOOT &
44 140 .000 90.00 $3,920
107
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1951 3 1,620 1,557 SIDING AVG $27,282 $41,181
Appendage / Sgft OPEN PORCH UNFINISHED / 63
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 Just/Market value.
http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=25193051025000O70&... 2/6/2004
NAME
NOTICE
ADDR. ip
State 4 Fla. ida
OF COMMENCEMENT
County of Seminole
Permit No. Tax Folio No. (PID)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address)
1018 OLIVE AVENUE, SANFORD, FLORIDA 32771
LEGAL LOT 7 BLOCK 25 M W
IIIIIII®BIA1111®®010 1®Ulp®®1181Wi
CLARKS SUBDIVISION
PLAT BOOK I PAGF t W
GENERAL DESCRIPTION OF IMPROVEMENT:
GENERAL HOME REPAIR IMPROVEMENTS
OWNER INFORMATION:
Name and address: RONALD B. BROWNE & BARBARA A. BROWNE
1018 OLIVE AVENUE, SANFORD, FLORIDA 32771
Interest in property: FEE SIMPLE
MRYANNE NMI CLERK OF CIRCUIT CO W
SMINME COUNTY
BK 05181 PG 0643
CLERK'S # 2004013897
REl'ARAED Ol/2S/POOH 1006t37 AN
RECURDINS FEES LOO
RECORDED BY S O'Kelley
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER)
CONTRACTOR CITIFIED 'GOPf1'
Name and addres J.F. VII CORPORATION ,14ARYANNE M6ksi
1050 LANDMARK LANE Sl ERK OF CIRCUIT COURT
CASSELBERRY, FLORIDA 32707 dINI COU
SURETY (Bonding Company) c
Name and address
Amount of Bond
LENDER
Name and address: SEMINOLE COUNTY COMMUNITY DEVELOPMENT OFFICE
1101 EAST IsT STREET, SUITE 3301
SANFORD, FLORIDA 32771
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes:
Name and address
In addition to himself, Owner designates of
to receive a copy of the Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement '
The expiration date is 1 year from date of recording unless a different ate is specified)
Signature of Owner
t "afg a,
Signature of Owner t
Sworn to and sub/scri bed
Qbefore me this 6th Day of January, 2004.
Notary Public
My Commission Expires: 05102 1 zUU%
The foregoing instrument was acknowledged before me this 6th day of January, 2004 by Ronald B. Browne &
Barbara A. Browne (name of person acknowledged), who is personally known to me or who has produced F 0 - L . #
5 650 - 7,! 2 - (p3- -45 (, _p (type of identification) as identification and who did / did not take and oath> Fr
Dr L B &50- 0I -6 Z - 76 O `P,.Ry P& OFFICIAL NOTARY SEAL p
r, ANNIE WARD KNIGHT L:
lcrlprojectslsommunity devlHousing AcbviUeslRehabilitaUon02031nokeofcommencemenllbrownebamoc.doc 2 ' » COMMISSION
NUMBER Zoe
DD713988 e
P MY COMMISSION EXPIRES OFGLD .
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SEMINOLE COUNTY
FLORIDA'S NATURAL CHOICE
SEMINOLE COUNTY HOME REPAIR PROGRAM
WORK ORDER / QUOTE SHEET
Inspection was completed by: Larry
313 - 58Y3 —Pry _ , •. I • r e, - v4-
Name: Barbara Browne 407-6 6 Date of Inspection: 6111103
Address: 1018 Olive Avenue, Sanford, FI 32771
ITEMIZED DESCRIPTION OF WORD
I. Outside work
A. Trim tree limbs back from touching roof covering, and back 2 feet from
soffits and siding, south and north side of house.
141-1a , tru ed ay ck
L
C. Install a new roof. Remove brick and metal chimneys. Add ridge vents.
D. Repair any water damaged window frames and trim, corner trim, etc.
E. Install a new 36" wide, pre -hung, exterior door on the front of the house.
New door to be metal insulated, with top lites. New lockset and dead bolt lock.
F. Repair front security type screen door, lower screen panel. Install new
lockset and deal bolt lock.
G. Install a new 32" wide, pre -hung, exterior, metal/insulated door, complete
with new lockset and dead bolt lock, on kitchen north wall.
H. Install a new 32" wide, pre -hung, exterior, metal/insulated door, complete
with new lockset and dead bolt lock, on back of house.
I. Repair all wood and metal windows to operate properly.
J. Repair all window screens to function properly../
K. Repair exterior wall at front porch to accept exterior siding and trim.
L. Repair hole in block foundation wall on south side of house.
M. Repair soffit area at electric service drop.
N. Install n aluminum or vinyl ing and trim on all sides of the house.
O. Paint exterior. P1. Paint new exterior doors and windows.
2. Paint iron work on front porch. PANS REVIEWED
3. Paint block foundation wall. CITY OF SANFORD
1 of 2 Browne, Barbara Or FICE Copy
M
4. Paint front porch surface and steps.
5. Paint north side stair steps.
6. Paint back stair steps.
P. Install hand rails at north and back steps.
Q. Install 4" high house address numbers "1018" on front of house.
II side work
Upgrade electric service to 150 amps capacity minimum.
1. Install a new service drop meter base and sub -panel.
2. Install new 240 volt branch circuits for central HVAC air handler,
condenser, water heater, range/oven, and clothes dryer. (Ref. Move water
heater out of kitchen).
3. Install new 120 volt branch circuits for bathroom vent fans, bathroom
duplex receptacles, wired smoke detectors, and more duplex receptacles in
4. Install GFCIs in the sink areas and outdoors.
5. Install new ceiling fans, with light kits throughout the house.
6. Install a new chandelier in the dining room.
7. Install a new kitchen ceiling light.
8. Install new bathroom lights.
9. Install all new 3-prong duplex receptacles and switches throughout the
house.
Install a new centr C system he pump type.
C-Install R30 thermal insulation on attic floor.
D. Install a new kitchen, complete with new appliances, includi
range microwave ovep.
i
E Install a new main bathroom. Re -frame new entry door 36"
F. Inctoll a new back bathroom.. Entry door to be 36" wide.
Install all new interior doors to all rooms.
1. If room does not have a return air duct, provide a 3/4" gap at bottom of
H. Repair walls and ceilings prior to painting.
I --Paint all interior rooms.
1. Paint ceilings flat latex.
2. Paint walls, doors, woodwork, semi -gloss latex.
3. Paint second coat, if/and as required.
4. Touch up and clean up.
s all new finish flooring throughout the house. Consult with owner.
1. New sheet vinyl.
a. Front door and living room.
b. Kitchen and dining room.
c. Bedroom hallway.
d. Two bathrooms.
2. New wall-to-wall carpeting.
a. Four (4) bedrooms. ^_
r
7 t-.
2 of 2 ; Browne, Barbara
Barbara Browne
1018 Olive Avenue
Sanford, Florida 32771
I. Outside work
B. Remove (page 1 of 2)
Add the following:
1. Remove wall and window units
2. Remove and replace all wood frame single hung windows new
where needed. ,
A
1000V
Architectural Testing
AAMA/NWWDA 101/LS.297 TEST REPORT
MI.HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No: 01-40351.05
Test Dates: lOJZ2/Ol
And:-10/23/01
Report Dabs: 03/201M
Expiration Date: 1 Of23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by h1l Home Products, Inc.
to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window
at h1l Home Products, Inc.'s test facility in Elizabethville, Pennsylvania The sample tested
successfully met the performance requirements for a HR45 52 x 72 rating.
Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA
101/l.S.2-97, Voluntary Specifications forAluminum, Vsnyl (PVC) and Wood Windows and Glans
Doors
Test Specimen Description
Series/Model: 740/744/3740
Type Aluminum Single Hung Window With Nail Fin
Overall Size: 4' 4-1/8" wide by 5' .518" high
Active Sash Size: 4' 2-3/4" wide by 2' 11-5/8" high
Fixed Daylight Opening Size: 4' 1 /8" wide by 2' 9" high
Screen Size. 4' .-7/8" wide by 2' -5/16" high
Finish: All aluminum was polished
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 1141199
130 Derry Court
York, PA 17402-940S
phone 717.764.770o
fac 717.764.4129
www.andrtestccrn
6&4W & x"
Zo MARcN 20&1
Ak
11-10
AA A 1014.S.2-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 7401744/3740
TYPE: Aluminum Single Hung Window with Nall Fin
Title of Test Result;
Rating H R45 52 x 72
Overall Desigo Pressure 45 psf
OperatingForce 24 lb max.
Air Infiltration 0.10 cfiwfe
Water Resistance 6.75 psf
Structural Tess Pressure 67.5 psf
70.8 psf
Deglazing Passed
Forced En= Resistance Grade 10
Reference should be made to Report No. 01-40351.05 for complete test specimen
data.
For ARCHITECTURAL TESTING. INC.
ltxX H Techtuctan
MAIL-baw 20 M44cy 2602.
r
01-40351.05
Page 2 of4
Test Specimen Description: (Continued)
Weatherstripping:
Qggdgion Location
0.330" high by 0.187" 1 Row Fixed meeting rail interlock
backed polypile
with center 5n
0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail
backed polypile
with center 5n "
3/8" diameter hollow 1 Row Bottom rail
bulb gasket
0.310" high by 0.187" 1 Row Active sash stiles
backed polyprle
with center fm
0.150" high by 0.187" Row Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed corners fastened with two screws each. Fixed mooting rail was
secured utilizing one saw in each and dmx,* through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constructed of exthvded aluminum with coped
and butted corners fastened with one screw each.
Screen Construction: The screen frame was constructed fivm roll -formed aluminum
members with plastic keyed comers. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware:
Description
Plastic tilt latch 2 One each and of the interior
Meating rail
Metal sweep lock 2 13" from meeting rail ends
Balance assembly 2 One per jamb
Screen tension spring 2 One per end of screen stile `' ." t i. ''.,
Tilt pin 2 One each end ofbottonkli &,•: •t,,- MTi ••, y,'';
n e• i i.
Itoo "r
Zvv•
V \
01-M51.05
Pw 3 of4
Test Specimen Description: (Continued)
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized
Installation: The test spximea was installed into the #2 2 x 8 Spruce -Pine -Fir wood buck
with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was
used as a sealant under the nail fin and around the exterior perimeter.
Test Results
The results are tabulated as follows:
Title of Test - Test Method Results All
2.2.1.6.1 Operating Force 24 lbs 30 lbs max
Air Infiltration (ASTM E 283)
@ 1.57 psf (25 mph) 0.10 cfm/fl0.30 cfiWIV max.
Note #L The tested specimen meets the per levels specif%d in .l UZ!/NiFiPDd
10125 2-97for air infildntion.
Water Resistance (ASTM E 547-96)
with and without screen)
WTP = 6.75 psf No leakage No leakage
2.1.4.1 Uniform Load Deflection per ASTM E 330
Measurements reported were taken on the meeting rail)
Loads were held for 52 seconds)
15.0 psf (positive) 0.860* 0.29" max.
15.0 psf (negative) 0.81"• 0.29" max.
weds L11 75fordeflection, but meets all other test requirements. 2.
1.4.2 Uniform Load Structural per ASTM E 330 Measurements
reported were taken on the meeting Loads
held for 10 rail)
were
seconds) 22.
5 psf (positive) 0.01" 0.20" max. CM
22.5 psf (negative) a0.01" 0.20" max. 2.
2.1.6.2 Deglazing Test per ASTM E 987 In
operating direction at 70 lbs Top
Bill 0.06"/12% 0.5071009A Bottom
rail 0.06"/12% 0.50"/100r 111a1i1,lIy1 In
remaining direction at 50 lbs 11; FF'. Left
stile s1.:;:,,,
r.Tti•.,'•`'; Right
stile 0.037/6% 01014' 4 ::
TATE rr• ' =
01-40351.05
Page 4 of 4
Test Results: (Continued)
Paraszanh Title of Test - Test Method Rest Allowed
Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
Lock Manipulation Test No entry No entry
Test Al thru A5 No entry 140'cubY
Test A7 No entry No entry
rock Manipulation Test No entry No entry
Optional Performance
Uniform Load Deflection per ASTM E 330
Measurements reported were taken on the meting rail)
Loads were held for 52 seconds)
45.0 psf(positive) 0.91 "*
0.97"*
029" max.
029" max. 45.0 psf negative)
Exceeds V175 for deflection, but meets all other test requirements.
Uniform Load Structural per ASTM E 330
Measurements reported were taken on the meeting rail)
Loads held for 10 seconds)
a3 67.5 psf (positive) 0.14" 020" max.
g 673 psf (negative) 0.19" 0.20" maz
70.8 psf (negative) 020" 020" max
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods and they indicate compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator.
For AR TESTING, INC:
41,0(
Marls A.Hess
Technician
MAA:baw
01-40351.05
8
A IOIALSI-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERRS MODEL: 740/744/3740
TYPE: Aluminum Picture Window with
Vertical Manion
Tide of Test Results
Rating F-R40 108 x 52
Overall Pressure 40 P3f
Air Infiltration 0.02 cftffe
Water Resistance 6.00 psf
Structural Test Pressure 60.0 Psf
Forced Entry Resistance Grade 10
Reference should be made to Report No. 01-40486.05 fbr complete test specimen description and
data. ,.N'i trrri,
For ARCHITECTURAL TESTING, INC. : ;i ;.•I :,r`?'.
c '3 •
Mark A Hess Technician
P •.,
to •; •.. `
4
11
26 n.4.tcN 2 oe a-
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BetterBik Doors & widows
650 West. Market Street
P.O. Box 370 717.365.3300
Gratz, PA 17030-0370 717.36:.3596 Fax
LOWES NEW
FLORIDA CODE BETTERBILT
PRODUCTS Approved
products to 140-mph wind zone: 3740
series aluminum single hung window 3240
series vinyl single hung window 470HP
series patio door 3910
series vinyl patio door Please
note: Our size limitations have changed in order
to pass the new Florida code. Some
larger window units are no .longer available due to
the new Florida code. Any
questions please contact our customer service team.
A
division o1
THIS FENESTRATION PRODUCT COMPLIES* WITH THE
NEW FLORIDA BUILDING CODE
FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF SO FT. OR LESS,'"
EXPOSURE -B- (WHICH IS INLAND OF A LINE THAT IS 1500 FT. FROM THE COAST),
AND WALL ZONE -5'' (INSTALLED NEAR THE CORNER OF THE BUILDING).
PER A57ME1904'THE CORRECT GLASS THICKNESS, BASED ON THE NEGATIVE
DESIGN PRESSURE (DP) LISTED BELOW, HAS BEEN INSTALLED IN THIS'UNIT.
THE GLASS THICKNESS IS BASED ON ITS' WIDTH, HEIGHT, AND ASPECT RATIO.
WIND ZONE: 140 MPH
DESIGN PRESSURE (DP): f 35.3 / - 47.2
THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LOADS, WATER AND
AIR INFILTRATION PER ATTACHED AAMA PERFORMANCE LABEL. BE ADVISED THAT
IF LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVELS, THIS PRODUCT
MAY BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE WILL BE REDUCED.
COMPLIANCE MUST INCLUDE INSTALLATION ACCORDING TO
MANUFACTURER'S INSTRUCTIONS AND FLORIDA CODE REQUIREMENTS. .
MIP-468
r EMDOR (ENTERGY BRAND )OOD EDGE)
3'-0 x 6'-8 STEEL DOOR WITH BUMPER THRESHOLD
IN A WOOD FRAME
OUTSWING/INSWING DOORS
37 1/2'
MAX
7/16' x 1 3/4' lg. STAPLES
3> PER SIDE
4'
4'
Top. or DOOR To g 7' 16'
IOr HINGE
17 1/2'
TYP.)
TYP. ON. HINGES
n
010 x 1 1/4' MINIMUM EMBEDMENT
5> PER SIDES
ALTERNATE, 3/16' PFH TAPCONS
w/l 1/2' MINIMUM EMBEDMENT 31 /16'4
8 x 1 3/4' SCREWS -
JAMBS TO THRESHOLD
2) PER SIDE
R.H. INSWING
L.H. INSWING
B
10 x 2' SCREWS
2) PER HINGE
KWIKSET
660 DEADLOCK
KWIKSET -
200 LOCKSET
4'
5 1 / 2'
Q
43 11/16'
TOP OF DOOR
TO (L OF LOCK
81 li/16'
M A X
8 x 2' F.H.W.S.
10 x 1 1/4' MINIMUM EMBEDMENT
ALTERNATE, 3/16' PFH TAPCONS
w/1 1/2' MINIMUM EMBEDMENT
2) 2 THRESHOLD
2) 2 HEADER
H
4' 4'
OUTSWING <VIEW FROM EXTERINOTES,
1.> WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.> THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. =
B. MASONRY OR CONCRETE CONSTRUCTION WHERE
vvwovm.s oMp.avwow Tsattte
ao<nNp.Sor DOOR SYSTEM-. IS ANCHORED -A MINIMUM TWO .BY
mul, "wocoos
wra-,ly s•••
TO
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION WHERE
ooucrooNtTeot oms oN
e<ntalloeooea+awp.u weeaRalets
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
R MASONRY WITH OR WITHOUT A NON-STRUCTURAL
JLCCZWrA"= ONE BY WOOD BUCK. eA_ o.T e 3. ALL ANCHORING SCREWS TO BE 010 WITH
MINIMUM 1 1/4' EMBEDMENT INTO WOOD SUBSTRATE.
R.H. UTSWING
L.H. OUTSW ING
911E.JFFiDUR ENTRY SYSTEMS 31-1015-E\^/ '
vlTn SHEET 1 OF 6
REVISION LETTCR C
2 BY VMD BUCK 110 x l 1/4' MINIMUM EMBEDMENT OR
11 3/16' PFH TAPCONS ViTH .
10 4.563' i 112' MIN. EMBEDMENT (TYP) x UNIiS SHALL IE DISIALLEB RY AT LO TIZ PRO IT A DW DI
OVIN2) PER HEAD JAMB i0 SILLL is SS 111 OUT TWIJ
lIIUS MIT 5
Fl KIMCWT 1
1/4' GAP MAX. Ipl-INBIiAK AH WE DE NI Ml OE #8 ARE RESINI I
ACCEPT VAI R DFLTBA1101
81 11/16' INTERIOR79 5/I6'
MAX
nw. -- 00
PAN.ocoWA11 2
BY uWD Bic SECTIONB—
B 110x 1 1„' NUIINUNENB[UNENi OR 3116'
Wll TAPgW$ YI1N I
IR1IIfl ENBEpFNi (11P) I1V
W i I r u (2) RR SAD JAMB M
VIDE VAl DFIiRATIIi Mal
Is a K111 s
F
gli11
4fillml ITT71
N0 RRIP1111 PART NUUER coocxTS VOODAAD
AS EV-12 4' x 4 911V Ill To BE VOOD COMPRESSION
VEATH(RSTRIP LOXSEAL VIIII-
STRIEV-10 I I /4' x 4 9/16'IL TO BE YMD- FIXED
TIRESHILD I/V, TOP
Dw EV-05 STEEL
SKIN 26 go. 017 +.002 -9) a10iWill tS10 POLM FOAN
W BASF FOAM - DENSITY 2A TO 2.5 IWFe BDTIM CW
L O VDOD
LOCK BLOCK EV-08 VMD STRIKE
STILE IV-01 I iI/16' X ISAV X 19 YIV NIL TO BE VOOD O VODD
HINCE STILE EV-06 1 II/IV 115AV X 19 5/16, Nil. TO C m LOCK FILLER
PLATE EV-09 a THICK PLASTIC 41A, EV-
15 J97 THICK (STEEL) VOOD-HIN6E
im 11/4' x 4 9/16' MTL. TO BE VOOD 10 x
3/4' VMD SREVS(4) SUM PER HD16E 110 x
2' MV.S. SIMS PER HW O11 FAVI
VM I Ve DW I Poll Y
eummum ew"
Aum
Ill' x
3/4' FRVS, 2) SCREVS PER HINOE 0 18
x 2' FHV.T Al EACH STRIKE PLATE LOCKSET VD(
SET BRAND 200 LOCK DADS CWY
MODIFICATIONS A 10 pug
OR RE R ' a pllm. 0115
I0111, !ll In I T I DACE
COIXIiY NODIFICATIDNS JD A ADDED
PAf f 4 (W STYLES) m RS UR d
PIRf IDLE:
NI Y m nR.
S. I H Mlt: 1 zu: NOR WR
SYSTEMS Rm n
31-1015-
EV SHEET 2
OF 6 rm till)?
c
2 X WOOD BUCK
1 1/4' MIN LMULUMLNI UI KU INIU YUUU UK
3/16' PFH 1APCONS W/1112' MINIMUM EMBEDMENT
31.50'
MAX
SECTION A -A INSWING
I/4' GAP MAX.
4 9/16'
2 X VMD BUCK
mASmmVmR I.N. am III, R - R ' li +
A'O'o
CUI JY IODIFICATIuiS
pll111 , Rm IOTA,111(DTI. Ill pKi i (on OPTI ) .&I
puE ii 111 DVUp6 NR
ff. ak, Phi NV[: Nirgfi vml FOGF Sim
mum6mma ROT NO MIN 31-1015-EWwaoo.or o s AILJMI01ml /"
1 SHEET 3 ff 6MI166>6t
Isrl olallu
Concrete or Masonry Opening
I. • _ ' .
s .oE
in a
I__._
Perimeter Caulk, By Others
Also between flonas and buds _
Heod
0000 I
v ,a
v V
a
A
fir?
rm
B
ARM
Flange Type
Window Head
Topcon
Caulk Between Buck
and Masonry Opening
By Others
Wood Buck by Others
Eal rla
v o
Glass as Required
Flange Tyyppe
Window Frame Sifl
Perimeter Caulk S i I I
By Others .
Stool By Others.
A
a
c ,,• • ,
a
E
Pre —Cast SRI
By others v' '
Caulk Between songs and Pre —Cast Sill C
n
t
1. Shim. -as required: abreach installation anchor as shown, with load bearing shim.
2: Anch Dr must: be`.'of sufficient length to provide 1 1/4" mina embedment
into r iasonry, or:eoncrete.
3. Caulk' between wiF.dow 1onge and buck.
4. Caulk full - perimeter of • window.
5. If exc oct window ai e-is not given, use anchor quontity for
next I larger yr ndo''A in chart.
6. Glass I thickness will vary with window size and design load, fond must comfy Tip
with / kSTM Ef300. J 7
7. Lette r desig6otions on the tapcon location chart indicate Mrhere
ancho fs are to. be installed using the elevation as a key.
8. All fc ctory applied. holes not designated for tapcon• should be .!filled with
8 sc ews of, sufficient Ith. to provide 5/8" min. embedmenit' into wood buck.
I TAPCON *' LOCATION CHART
CODE 4 WINDOW ID FASTENER LOCATIONS
Concrete or Masonry Opening SIZE DP36 TO OP52 DP52.1 TO DP70.8
Outside Dlr enslon 1 r MIN.
PENETRA710Nr 12
13
18 1 /8 x 25
x 37 3/8lei:1 81
A, C
A, C
A. C
A, CPerimeterCaulk
14 1 E' 1 x 49 5/8 A, C A, C
Cauli i Between 15 18 1 /8 x 62 A. C A. B, C
Flange and Buck 1 16 1E3.1/8 x 71 1/4 A, C A. B. C
1/2 3'd 15 1/2 x 25 A. C A, C
1/2 3:
134 1 225:
1 /2 x 37 25
1/2 x 493488 A,
C A.
C A.
C A,
B. C 1/
2 125
251/
2x62 1/
2 x 71 1/4 A,
S.0 A,
8, C A.
8.0 A.
8, C Vaa
1/
2 3E Jam
b22 4
36x25
A.0 A,C G
23I 36 x 37 3/8 A. C A. B. C t
36 x 49 5/8 A. B. C A. 8, C Q
245 36 x 55 1/4 A, B. C A. B, C v
25 36 x 62 A. 8, C A. B. C V. A 26
36 x 71 1/4: A. B. C A. B. C. 0 v
32
621/8x25 A.0 A.0 AD
SHIM
33 52 1 /8 x 37 ' 3/8 A, C A. B. C F—
BUCK
34 i 521 Bx4958 8
A,
B.0 A.B,C 4
A. 345 52' 1 x 55 1/4 A. B, C A. 8, C. D 35
52 1 /8 x 62 A. B. C A. B. C, D Topcon
36 52 1 /8 x 71 1/4 A. B. C, D A, 8, C, D, E Inside
Dimene,ion Wood Buck By Others D
D E
X TE R I Off ELE V/ I A
E
Caulk
Between Buck
and Opening QVMa
141WaWA XAMACIL
LIM- NM' r
02
TAPCON'
TYPE HARDENED MASONRY SCREWS f
INCLUDE
TAPCON, RAWL. do SIMPSON Design
Pressure values listed above are In PSF 10
INSTALLATION
INSTRUCTIONS FASTENEF
SCHEDULE 740/
744 SINGLE HUNG
S
LziiuizvoJ ou:oa FAX
Ke t\
l
Itpa tieview C
Certificate #3026447B
Intend Testing Services
10 002/015
This certifies that Intertek Testing Services/ETL Semko has reviewed structural load test
data and documentation supplied by Masonite/Prerridor Exterior Door Products on the
product lines indicated below to dete7mine the appropriate design load and impact ratings
as specified by Miami -Dade County, Florida Protocol PA202 and the appropriate impact
rating as specified by Miami -Dade County Protocol PA201 and PA203 or ASTM E1996
and ASTM E1886.
The data supplied was reviewed for applicability in support of the data contained in the
Masonite/Premdor Product Performance Data Manual for the product line and product
models indicated below. ITS/BTL Semko certifies that the test reports provided are
consistent with the Masonite Certificate of Performance sheets (COP's) contained in the
product performance data manual specified herein. The attached Masonitv?remdor
COP/Test Report Validation Matrices (uniquely numbered by product model) provides
correlation infonnation for each product model reviewed indicating the test lab, report
number(s), product size and installation information and ratings for design load and
applicability of the large missile impact test. All applicable COP's and Matrices must bear
the Warnock Hersey verification stamp W -
Product Line: Castlegate Entry Doors
Product Models: Wood -Edge Steel Door Units (Matrix #3026447B-001)
Metal -Edge Steel Door Units (Matrix #3026447B-002)
Fiberglass Door Units (Matrix #3026447B-003)
Flush Glazed Door Units (Matrix #3026447B-004)
ITS/EM-Semko has no direct knowledge of the tests conducted and has made no attempt to verify the
accuracy or correctness of the data submitted. The review conducted was only ro determine that the
manufacturer's claims as represented in rite COP's are correct representations of the data supplied from
the laboratories. ITS/ETL Semko s review Baas for structural performance results only and did not include
review of air infiltration or water penetration test results.
ISSUED: 6-14-02
BY: _..
Jim Turgeson, Project Manager
Revision Date: March 10, 2003
Supercedes Certificate #3026447B
Issued June 14, 2002
X
17M Fmw C0011a tfbl NbL O fl Lepb WI t„i
Nor i01 to-ledflaLliul
ma
Nxpellr OIL bd. PApw1 Nay OMNI
LAM)
Nd6N owl
MWL-
CMIM-02 Mod x I 36 x N 1 3O x 60 0 MA 76.0 Y NM-210.18M 7.0 Oo01a2 ow1.02
CA414242 wood XX I n x 60 1.2 36 x sa 0 55.0 SSA Y NC4.210./90610.0 0002-02 0002a2
CM109•ot wood x01011 I i0x60 1 36x60 0 67.0 6TA T NC7L-214Nb07,9 0000.02;
OOOb0011.02
I O!
SL 14 x 60 0 I N.0 67A N
CA4101.02 mW M 1 106160 1 3N x 00 0 67.0 6TA V VM-216.1666 7, % 19W *12 W4.0f,
ao97,o011•02
00"
SL MODNO 6 47.0 07.0 N
SL 36 x 60 6 No SSA N
CA4115-M wood OW 1 144 x 8d 1.2 36 x a0 0 56.0 11.0 V IiCTI.2H MS 16.12 p006f0p 1-02 p00i 02
SL 36 x 60 a 55.0 SSA w
MA4196-C1 woad X I 36 x 96 1 36 x 96 0 70.0 M.0 Y CRA-116W 003.006 007 MI.02 0ao1.02
MM 147-M Mead Xx I MISIIS 1.2 36 x 96 0 49.7 19.7 Y CT1AA19w 000.005.0002 ow-W o9oz`o2
111MIW03 woad XaAX 1 72 x 96 1 36 x 96 0 4" 09.7 1 CT"419W mo06.000? 0003.02•
aebe:a2; eoit-bz
0eoi-M
SL 36 x 96 0 49.7 49.7 N
MMIOM woad GM 1 I01 x IM 1 U x 95 0 493 49.7 V CRA-1191M OOb006.0002 0004-02;
iAui u?:bvit•tri
ow-M
iL 35 x 95 6 49.7 IA7 N
MM 11003 wwd W D 1 1N 3196 112 X x 96 0 417 69.7 Y CIUk119w 003 006-0002
0006 0011.02
000'i02
SL 36 x 9f 6 417 49.7 N
CM11i42 HM X 1 36x60 1 36x60 0 A 66.0 Y NCTL-210./916.10.11,12 0010-02 6007--02
CA41" 2-PC X 1 36 x 10 1 36 X 10 0 09A 06.0 Y NCIL-210-1916.10.11,12 01 wo2 CW02
CA412142 wood X 0 36x60 1 36x60 0 76.0 76A Y NC14210.1NI10-12 o611-02 owl-M
CMI" wood Xx a n x 60 1.2 36 x W 0 SSA ft-0 T PICK-216.105 W12 Ool2 oz oaox a CAd/
10 2 wood XOIWC a SOx60 1 36x60 0 0.0 67A Y NCTL-210.16107,1 M3-02 o0N00011-
02 0903-
M SL
14x W 0 67A 67,0 N CMI" wood
QXO 0 166 x 60 1 36 x 60 0 VA 67A V NCTL-210-IM 10.12;1660 7, 9 44 2' 001TAxli1.O2 0004.
02 SL
f4 x
60 6 VA 67.0 N SL 36x60 a
IM.O su N CA4125a2 woad OW
0 144 x 60 112 36 x 90 0 55.0 1 SSA Y ML-216-1905 W2 6ot5•as; 0011MI-02 0006.
02 SL
3/ x
NO 6 6SA N.0 N a Ahkw na
vM MldrOadaPhaaodx PA201. PA202 aM MM 0 0 v
1
v
Pi
r
v
0
0
x
M
on
M-1
FNN
TM
paw. m" or"
oft PKI
UM
oA `O1& too,
0/ to ,1 ad 1M &MV M. Eat. ftw A" kidbw ban
MA4126-03 wwd X a Si x I5 1 3G %U O no I" Y C11A•9ww Dow$- o2 0911.02 owl-M
d1M127-03 1wi XX 0 72 x 9s 1.2 36128 a 49.7 49.7 y CTL"t" 40S-O 4011-02 Me
VM12M wood 0 0 72 x 96 1 36 x to 0 4" 49.7 Y CT1A• "w 003405-an
maim Oki-oi
omm
SL 3O x 98 0 49.7 41LI N
MAM-03 SVW ONO 0 la x le 1 3I x 96 0 A7 4V 9 CTIA•119Yf 0034WOO92 00/1-ft
ow. w. 00&M
0104-02
SL 36 x 96 G 447 49.7 N
MM18 a woad 01aw 0 1M X 96 1.2 3S x 95 0 497 49.7 Y CTLA• SK 0034p om 01lm
0816.9x om-02
OMM
SL 36 x 96 01 497 46.7 a
CA4I" NM X 0 3G X W 1 36 X W 0 66A 6M0 Y NCR•2141916.10.11.12 00I0-02 ow-M
CM 1364Q 2-PG X O 35 X 00 1 36 X 60 0 NA I40 v NCR•210`191fr10.11.12 OM02 ow"
CM141-M wood x 1 3SX40 1 36150 G WS 503 It NCFL•110-IM 10-12 IOOtA011-02 0001.0:
CM142-02 wood XX 1 72xI0 1.2 38149 0 SOS US a NCFL210-1,W710-12 1007iW11.02 am -of
CA4143-M woad XOAX1 I 72 x 10 1 36140
I
G 5" 50.5 N MUL-210-144110-12 0000.0t
oaa11W11•aQi 9001~O2
SL 3620 0 MS A g
CM141-02 wad OXO I aM x W I 36 x I0 s SOS 50.E N ML-210.1N710-11
o
W04-02 ; 4004-M
SL 38 x N s IIS M N
CM145.a om 1 U4 x W 1.1 W x W 0 5e S 50S N aCR-2101/I710.11 000m-ft1 00*0ImalfSL36xwaIFS5a1N
CUMI.M X a 36 x IO 36 x W 6 50.5 f0 5 M NCR-2NIII710.12 OOt1A001 OZ QM-w
CA4162 t XX 0 72xS0 1,2 3IXW G 51M 505 a IM-21a1697W12 WaAX111-02 00om
f:AA1(302 mo 0 72 x Io 1 38 x SO 0 SM 0.6 K NCTL I1WIW 10.12 0013.0?
serax:•sa<
corn
SL 36990 C 60.5 WS N
CA4161-02 woad 00 0 MX W 1 36980 0 W.5 50.5 N UM-2161g710.11 W611,44tt 00*02
SL 36x W 0 5" 5" a
GA4165" tread OX70D 0 1M x 10 1.2 36 x IO G 503 SOA a NCR-2101I67 Wit @im-02 I00m
SL 31 x W G 50.5 Wei a
FwIh Molmeada meoe m PA201. FM Od OM
0
0
1)
P1
v
v
0
a
12/18/2003 08:49 FAX W 005/015
COP VA-CA410D-02
WOOD -EDGE STEEL DOORS
Glazed Units ' 6'&' Hdgbt — Inswing
X0.OX. OXO
COML-CA1141.02 Ot-0314M 5Q5 • NO' rx
1 3'r
a'e'
2'e' + 1'0"
I Not U*d
COP-WL-CA414M
Not usted
01-M14.09 50.5 NO
r8" + 1'2"
21V + 17
17
1'D" + 2'B" + 1'0"
COP-WL-CA4144-M D1-0014.0B 503 NO
1'0' + 2'10" + 1'0"
1'2" + r8";17
1'D' + 78" + 1'D'
1'0" a 3'0" + 1'D"
17 + 2'10" + IT
t'r'+31r+17'
re"+2Ta21'
re•+re" +re'
2'1D' + 21V + 210'
XX. OXXO
2'e" + 2V
COP-WL-CM142-M D1-0314.08 SOS NO
2'e' + 2'r
2'1 O' + 2"10'
3'0' + TV
2V+re, +2V+re,
COP-WL0414M 01-0314.08 5D.5 NO
2'e' + re" + 2'e' + 21"
Tr +3'0" + TV + 3'0"
Notes:
1. Door arm9 nerte wing fewer paneb ttrarr whet is don In the above don also co weshown,
comply under tire product tlpprowis
2. Assembly deWls ars mWiable from fire Muenib IntwudwW waft (www.mauWbi.com) or from fire U*ftl waist aTOwMisreM
3. irebildlon Instructions are wadable from the Nlesonite Idemebonel wetstiie (www.mnoift wm) or from Ute tadwo
center 1 11 1 I
N11MllLfwll
4. Advil deelpn prow n reputreroent for a spelt t WM" dal 8 geopnphis beatlon b dstennlned by ASf 7 (Minlmun '
6*n beds for bWWpa and outer sbucdaa). Naftol. able or local br lMg coda muty Bic Wilton required.Orem
5. Maw* hdemdonal structural, cyclic, au, water forcal aft/or impact t dit is drone in aecordam with Miami -Dade
BCCO protocol PAZDt. PA202 8 PA203.
6tltry Systen s
u.d+taeou4
owweePwMV0wwpow $064"K 001% 00 flow Or
1 NwrNiiMM
12/18/2003 08:49 FAX
IQ 006/015
X
Unit
uf gr
y(
a
M'
my
ON t;9lTEA GYP.
6 per vtr6al bemN member
2 per hhaiiwM fradrklp member
Blape and soft pills ropallo two
24W Tool setae$ per lahwtitn.
Wldth of door urdt plus A"
Height of deer unk pin 1/4'
asraehr ah.h r aw tLe MArw drNou attiMfk ranaarrt:+ne vsoasoa NobM
r/ amwr e.axons.ea:n i u'(woaM.
u°'°oato w iro` uA ar hnr•rwasen - swhrhs, u.m n r
er w hrrratir McMlral awn.
Lathing Hardware:
SINGLE DOOR
CortOaltce repuires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deidloek hardware be idled.
UNITS COYEIIEO BY COP DOCWeEIrr 02w, me, am-, use, 7ZBt• or M
Compilwa repuires that B" GRADE 1 (ANSUBHW A156.16) surfece bolts be k".ed on MM'sldt of &*a door pand — (1) at top
and (1) at bottom.
Based on muired Design ftmure — an COP chat for Milo.
Notes:
1. Ancftr alculaliom hm bem anted out with the ims1(Itast) faidrhtr rating Irmo ilhe dtterox faettthers bdw wadend for m. Jamb and
had fasttners analyttd for Ude Ynit tti*ft I6 and r11O wood scan or 3/1$" %$cons.1hroshold Iowa anslyne0 for this unit Include #8 and
n10 wood screws, 3M6' Topcom. w tlgvid Nails BulMors Choice 490 (or squel atmetual afhaahre).
2. The wood screw ample Ow dWgn 1laldee come from Toble 11.3A of ANBUAF & PA NDS for saut hem pine lumber W h aside member dhi A es of
1.1/4' and Wdevvmd of ndnbnum embedment The Mr Topthen slnylt shear dedgr vMM come from the rrW and EM Dade COW"
appmvWs hespltdvtly, sash wllh mlNmum 1-1/e' embedmant.
3, wood budre by others, must be snohorsd properly to lmnsfr loads to the alder M.
wargh ha:ooe
o««iryr«wn.Ws
A iM 1 qM M ewp rM/ rt•
11/16/2003 09:49 FAX
10007/015
X 1guy 11
Unit
SINGLE DOOR
6 per vertict framing member for
ry laloht and 4"W
g per ve ft hsmhq member for
heights grsalerflan r0'
4 per horizontal tmmft member
Mile sad soft piles nR do two
2.19' low vow n psr keelbn.
WIM of door unit plus 1W
height of door unit plus 1/4'
Latching Hardware:
Comphsne a requires tMt QMCE 3 0r betty (ANSVPNMA A156.2) cysnddwl end deadlock NmW n be kwWled.
UNRS COVERED BY COP DOCUMENT 02460, 11126g•. 3241 % 3246, i261 • of 3M
Compliance requires flat /' QRADE t (ANSUSHMA AMID) surfsce bolls be insWled on hdch aide of active door panty — (1) d top
and (1) st bottom.
Based on required Deign Pressure — ase COP sheet for detdle.
Hater.
1. Mdw aloulaftns have been arced out with ft boner rallng from on dilNtsnt fasteners being considered for use. Jamb zero had ledimers
analyzed for Uie unit include 10d common rolls. ihnshold hseurrers analyzed for Uds unh Include Liquid Nails guider! Ctt M 400 (or equal
structural adhesive).
2. The common rail simple shay design values come born ANSVAF 6 PA NDS for southern pine lumber wIM a side member thiu4oaam of 1-1/4" and
sehievemenl of minimum embedment of 1.1/4'.
3. Wood budgie by others, must be anchored properly to transfer We to fie Ameba.
NWdr 10y ! • a
0.ww rw.• drd arlw tiw lnew ala.s.
P WIM"I"800011 Me$~ WA
1