2415 Myrtle Ave 11-1497; RE-ROOFApplication No: N I 14 9 -1
LECEIVEJD
MAY 16 2011 CITY OF SANFORD
ILDING & FIRE PREVENTION
PERMIT APPLICATION
O"ce v rw_ r-.# 7-
00
Documented Construction Value: $ ,
Job Address: 2 1 $ }0 tAX QTL t. Historic District: Yes No
Parcel ID: Zoning:
Description of Work: & C6Z Cahn t_ V_(
Plan Review Contact Person: XWj:2QEt4 14, L Title: vF
Phone: 4M aJ22 --.* SRS Fax: 4z7 -372 30- E-mail: CFI.- a Ze * CCOA
Property Owner Information
Name A esT-_ S =61z 'S-hA C kid T _ Phone: ' 21 2Z(L — S363
Street: 24 \S 5 `C(ZTLE, Resident of property? :
City, State Zip: F L>_v , _ a;7 '7 - 7
Contractor Information
Name Phone:
Street:
City, State Zip:
Fax:
State License No.:
Architect/Engineer Information
Name: :i.\6T_ tz %z uTL_ Phone: A t'f -tr?.2, nS
Street: 20l q S Fk-,2
City, St, Zip: CA— 32771
Bonding Company: WAS
Address:
Fax: .G_-6 -;Yz.Z :5,e-N5Gr
E-mail: 4NV L) Z_ @ 4'-v 1. MLa s, C_bM
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type:
No. of Dwelling Units: I Flood Zone:
Electrical P0*_
New Service - No. of AMPS:
Mechanical [3 (Duct layout required for new systems)
No. of Stories: N',E
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical 'work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 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 requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Si
nature
of Owner/Agent to
c) o 5 E S • 6 y Z SAar9G 7-
Print Owner/Agent's Name
ar ode.,. SANDRA K RAMIU2Y
Notary Public - State of Florida
My Comm. Expires Nov 12, 2012
Commission # DO 837352
Bonded Tjl GpO"l Notary Assn.
Produced ID )C Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
viiMEM
Me or
UTILITIES:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: t l
Rev 11.08
V-,
f ,( (CITY OF SANFORD
ILDING & FIRE PREVENTION
PERMIT APPLICATION
l o 0
Application No: If y 9 -7 Documented Construction Value: $ %
C Q C"
Job Address: Historic District: Yes No
Parcel ID: Zoning:
Description of Work: (& caz farm IF— Q.CM, V_(Z C.aAxr V=-rct' V JAILS -6 et UIVN
Plan Review Contact Person: Title:TZav\—
Phone: 4M ?1L2 -v8_Cx_5 Fax: *'S7 SS-1-S E-mail: A1,6Q'Z-C C'V. ZE eCow
Property Owner Information
Name AA tas'E S C z. j 7— S't_"V,4 CA-\ Z— Phone: 321 27 4 952 &Z
Street: 2-4 \S 5 M 1<C-'Vk_r-, Resident of property?
City, State Zip: _ a:7 '7 - 7
Contractor Information
Name o ts Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: :&t1_0Vr_ L,L) kt uT'L_ Phone: A (31 -tTL2, $
Street: 20l S G
City, St, Zip:r-ot_ 327%I
Bonding Company: t-aAs
Address:
Building Permit
Square Footage:
No. of Dwelling Units: I
Electrical
New Service - No. of AMPS:
Fax: .&b7
E-mail:
Mortgage Lender: /
Address:
PERMIT INFORMATION
Construction Type: No. of Stories: 1 E
Flood Zone: X (set- aU'-Ae („o
Plumbing 13--**'
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 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 requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Sig4ature of Owner/Agent to
Print Owner/Agent's Name
nos, SANDRA K RAMIAEYNst,
41, Notary Public - State of Florida
My Comm. Expires Nov 12, 2012
Commission # DD 837352
t•` Bonded Tp(nal Notary Assn.
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Me or Contractor/Agent is Personally Known to Me or
14 piG Produced ID Type of ID
APPROVALS: ZONING: AN UTILITIES:
ENGINEERING:
COMMENTS:
WASTE WATER:
Rev 11.08
O
C 877-9
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Andrew Kutz Firm:
Address: 2019 South Park Avenue
City: Sanford State: FL Zip Code: 32771
Phone:407-322-3855 Fax:407-322-3855 Email: akutzCaD-cfl.rr.com
Property Address: 2415 South Myrtle Avenue
Property Owner: Jose R. Cruz Sanchez
Parcel identification Number: 36-19-30-539-0000-0560
Phone Number: 321-274-5363 Email:
The reason for the flood plain determination is:
VExew structure Existing Structure (pre-2007 FIRM adoption)
pansion/Addition'K Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
O FICIAL S• ON
Flood Zone: Base Flood Elevation: u Datum: "A.
FIRM Panel Number: I'Lo 'Lq y oV-7c) F- Map Date: q • 2} , p'7
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
ARe-,roo a.r. 1c, W roo
V97
Review
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
G
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
SCS
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
49-9
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
G$
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
5CS
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
CS
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
s C S risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
S zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
scS
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
c5
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
s
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
S
Property Address: .2'q / S S. Z
I, J o S 6 S _ 61ckA z- LSh av 0-0 L Z , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Form of
be Photo ID)
ate
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
Seminole County Property Appraiser Get Information by Parcel Number IPage I of 1
PARCEL DETAIL 7s
W
3,
7a
7y
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DAvw .IommImN, CFA, ASA
PROPERTY
APPRAISER
SEMINOLE COUNTY FL,
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6? 81
1 101 E. FIRST sT
6AN FORD, FL32771-14E3
407-665-75
53
VALUE SUMMARY
VALUES
2011
Working
2010
Certified
Value Method Cost/Market Cost/Market
GENERAL
Number of Buildings 1 1
Parcel Id: 36-19-30-539-0000-0560
Depreciated Bldg Value 26,037 32,085Owner: SANCHEZ JOSE S CRUZ
Depreciated EXFT Value 0 0MailingAddress: 2415 S MYRTLE AVE
Land Value (Market) 15,510 16,074City,State,ZipCode: SANFORD FL 32771
Land Value Ag 0 0PropertyAddress: 2415 MYRTLE AVE S SANFORD 32771
Just/Market Value 41,547 48,159SubdivisionName: FRANKLIN TERRACE
Portablity, Adj 0 0TaxDistrict: S1-SANFORD
Exemptions: 00-HOMESTEAD (1994) Save Our Homes Adj 127 7,351
Amendment 1 Adj 0 0Dor: 01-SINGLE FAMILY
Assessed Value (SOH) 41,4201 40,808
Tax Estimator
Portability Calculator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 41.420 25,000 16.420
Amendment f adjustment is not applicable to school assessment) Schools 41,420 25,000 16,420
City Sanford 41,420 25,000 16,420
SJWM(Saint Johns Water Management) 41,420 25.000 16,420
County Bonds 41,420 25,000 16,420
Potential Portability Amount is $127
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 04/1991 02290 0895 $34,500 Improved Yes
WARRANTY DEED 12/1985 01698 0730 $100 Improved No
WARRANTY DEED 12/1985 01698 0729 $100 Improved No
WARRANTY DEED 06/1979 01262 1143 $7,600 Improved No
Tax Amount (without SOH): $465
2010 Tax Bill Amount: $318318
Save Our Homes (SOH) Savings: $147
2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick.
FRONT FOOT & DEPTH 60 128 .000 275.00 $15,510 LEG S 40 FT OF LOT 56 + N 20 FT OF LOT 57 FRANKLIN
TERRACE PB 3 PG 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building 1 SINGLE FAMILY 1951 3 750 1.075 820 CONC BLOCK $26,037
Sketch
45,282
Appendage I Sqft BASE SEMI FINISHED / 70
Appendage I Sqft GARAGE FINISHED / 231
Appendage I Sqft OPEN PORCH FINISHED / 24
NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished. Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustAvtarket value. http://
www. scpafl.org/web/re_web.seminole_county_title?parcel=36193053900000560&c... 5/ 16/2011
PERMIT # 11-,ru z ECEIVEDRom -
BCIS Home Log In User Registration Hot Topics: Submit Surcharge
i2f kni Product Approval
USER: Public User
Slats & Facts: Publications: FBC `.
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Product Apmoval Menu > Product or Aonlication Search > Annlication List > Application; History > Application Do
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
FL4334-R4
Revision
2007
Approved
r
Masonite International
Suite 950
Tampa, FL 33609
615) 441-4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
TAS 201
TAS 202
TAS 203
NOTICE OF PROD, J CERTIFICATION
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
West Cbicago, IL 60185 Expiration Date:
Revision Date:
Product: Metal -Edge Impact Rated Steel Door w/Hollow Metal Steel Frame
Specifications Tested To: TAS 201/202/203-94/ASTVI E330
N1006591-112 Page 2
06/14/2006
12/30/2010
12/18/2008
The "Notice of Product Certification" is only valid if the NAA'Q Certification Label has been applied to the product as described within this document. The certification
label represents product conformity- to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Configuration
Sin le
X
Single
Inswing
or
Outswin
US
O/S
Glazed
or
Opaque
Opaque
Opaque
Maximum
Size
3'0" x 6'8"
3'0" x 6'8"
Design
Pressure
Pos/Ne
80/-80
80/-80
Missile
Impact
Rated
Yes
Yes
Test Report Number
Drawing Number &
Comments
Anchor Detad-MMAIFLO150-06
NCTL-210-1915-1.23
Anchor Deteil-MA-F1A15 0-06
Int. rl I270 Mprehants Walk Suite 202/Newport News, VA 23606
National ACCrCullallVu ac lVaauarp-NA .ua auJa\aM•., ••••• -- - - • --- ---
Tel-757.594.8658/Fax-757.594.8659
NAMI AUTHORIZED SIGNATURE: — 4d ,
NA_MI NOTICE OF PRODUCT LINE
ERTIFICATION
Certification No.:
Date:
Revision Date:
Certification Program:
Company:
Code:
N1006591-R2 Page 1
06/14/2006
12/18/2008
Structural
Masonite International
M-703-1
The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product. This certification seal
represents product conformity to the applicable specification and that all certification criteria has been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products atwww.NAMICertitication.com. Please review, and advise NAMI immediately if data, as shown requires
corrections.
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Product Line: Masonite Metal -Ed a impact Rated Steel Door with Hollow Metal
Steel Frame
Test Report: NCTL-210-1915-1,2,&3
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: Jambs and head constructed from 4-5/8" 18 gauge steel.
Head/lamb corners were mitered construction.
1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel
skins. Top and bottom rail constructed from wood. Stiles of continuous
roll -formed steel employing a high impact styrene thermal barrier. Interior
cavity filled with rigid polyurethane.
Section 2: Additional Supportive Test or Acceptance Data Provided with
Certification Documentation included':
2.1 Anchor Performance Calculation Report -Performed by Eric S. Nielsen,
P.E (Florida P.E. No. 41323)
2.2 Surface Burning Characteristics for Foam Filled Door performed by
Omega Point Laboratories to ASTM E84-98, "Standard Test Method
For Surface Burning Characteristics of Building Materials". Report No.
15977-104313.
This inlonnation ii provided as a convenience for cotuumms. building departments and in:Vw1nrs and is not considered pan of
this certification
Soe additional Pages of Certification for Certified PnAuct Line Matrix(c).
National Accreditation & Management Institute, Inc.
11870 Merchants Walk Suite 202-Newport News, VA 23606
TEL(757) 594.8658 FAX(757)594-8659
a2,; 1z.•
SIDE -HINGED METAL-EOOE STEEL DOOR UNIT
6'-8" SINGLE OPAOUE DOOR IN HOLLOW METAL. FRAME_
CENEPAL .NOTES
1. EVALUATED FOI USE IN LOCATIONS AOwERING -0
THE FrCRIOA BUILDING CODE AND W14ERE PRESSURE
REQUIREMENT'S AS CETERUINEO BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND GTHEP STRUCTURES.
DOES NCT EXCEED THE CESIGN PRESSURES USTED
i. 4URRICANE DKOTZCTIVE SYSTEM (iHUTTERS) IS NOT REWIRED
In
f
I
I
1.939" n
m
1R GA_ HOLIOW I FTAI FFAME
T46LE OF CONTENTS
SHEET g OESCR:PTION
tI TYPICAL L°VAT:0N5 h GEPIEP.AL NOTES
Z-CHOR:NG LDCATIONS k JETAr.-5
Q' VAV.
UrRALL FRFRAME
35-3/4- MAX
rPANEL MON
cLyG_E OUTS;VING SINGLE Q%'(
4.3, WLT
Fr
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WIOT)4 I Ib
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INSWING S;NGLF UNIT MbAnbKw
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clop
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11 E EACHCm"cR
9 . z' Va
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VIDE -KC MS IM C3\(W E
IF MASONRY
A/R• CIA :IN
SCFEV
C7TCOEIC CR &M(Wv VSiMi
mmwrE SCFEv 0017RS
IS 2' V300 S:REW
IV 0 DUT OF EACH JAMB SACK FILL FRAME M.U. ,IUTTERFLY CLP 7ASDNRY aR CGNCRETE
Q) ! IMTERICR Or FACE— /GRYVALL 6 ACJACCNT CMy. NOT RWU(RCDc178C%TERICF Di FAS:C CCll3 WITHfRWi
CTYP.1 aDI OR STEEL STUDS CTYP.) 1/16• IAMETER VOT
7CE
S/0' DIA. CONCRETE ' 0R
FRAME CaOR iRA/E SCREW
AMC140. . paI!
R FRAM( SECTION
a -A %TCZICR
SNEA'N(M, 1 I/• SECT(=
N A -A MINIMUM (MIEIMEMT IRAP
Ae-Ims IIIvwG OF 1fE:
L 2% Sit -OS S?
RAP ANCMDR , 6)
SCaEVS IN 08
VOW SCREW (TrP) STRAP
ANCHDR, WOOL
SrL.DS RIO
SJIS. JyP) ALSTEC
STJOS
1 ]
D (R STEEL STUDS awa
FRAME 17/
I' 4111 SECT13N
A -A CVKt1 SfUInfo IATTACHMENT
DETAIL
1. ANCHOR
ANALYSTS FOR LOADING CONDITIONS PP.EPARED, SIGNED AND
SEALED BY ERIC S. NI=LSOri. =E rLORIDA #41323)
FOR EACH INSTALLATION MC71100. SrRIKE DETAIL
MACHINE SCREWS
1 1.
250'
1 llltttt
i10
K
1/2 10 r #
9 A "
1jlIA r
1/ 2' • •/ /2 HINGE
DETA:_
MACHINE SCREWS
AI -*A
IDIVM !NS'A'I"1t, THRESHOLD CI ArAtil
h: ? - pZ- Polor wer.
no I
HARD'NARE
SCH 0.962
T OUTSWING
THRESHOLD
1. JKWIKSET
MP.Y,itilU.M SECURITY SERIES CRAOE 2 --_ C'i-:
iJO?OCAL AND DEAD!-GCK HARDWARE TO SE INSTALLED AT 5-
1/2" CENTERLINE. 2. 4"
k 4" FJl.1. MORT SE BUTT KNEES. oar_.y
I C/76 SFAt fN.
T,$ CMM DT. IRAIMN•
i ••.:.: NYC-
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JI:0-:C S'EET % C•,
i
o' -
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REOUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
TecT nrerrnm:nu nrcr •T.nu ornnT
SELF IGNITION TEMP ASTM D1929 B03 'F > 650 'F
RATE OF BURNING ASTM 0635 0.79 IN YIN C-1
SMOKE DENSITY ASTM D2B43 48.91[
TENSILE STRENGTH' ASTM 0635 7.3% DIFF
LUMVAKAI1VL ILRbILL bl KLMUIH MILK WLAIHLKING
4500 HOURS XENON ARC METHOD I
149' MAX. OVERALL FRAME WIDTH
20.5' MAX 36.375' MAX.
37.5' MAX.
D.L.O. PANEL WIDTH
FRAME WIDTH
W/ASTRAGAL
n
y5 , Cl
J
b
N
to
DOUBLE DOOR UNIT W/SIDELITES
Adb" * AM
RnrowdBl!
Do z
ooa o000
WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 151 OF DESIGN PRESSURE Q%x- 2111 0,
SHEET / DESCRIPTION
CON MAX WIDTHINSWIN NG INSWINGUISWING QUISWING0 W-L N.T.S.
60.0 - .0 +19.0-' 4 . -40.0 +60.0 -60.0
orC nr. SW1IYPIELAT10N5kGENERALNO %% 4 + -60.0 +60.0 -60.0 +19.0+40.0 -40.0 +60.0 -60.02ANCHORINGOCATIShNLSXor % +60.0 .0 +60. -60. +1 .0+40.0 -40.0 +60.0 -60.0 Oac or.
3 ANCHORING LOCATIONS d DETNLS 0XO 112.5 +60.0 -60.0 + 0. -60.0+19.+4 . -/ + -6 .oIMrIIc wa:
0%XO 149 +60.0 -60.0 + .0 -60.0 +190 +40.0 -40.0 +60.0 -60.0 DWG-MA-FLOI2:
n:yn wm nn-anv.0 vemyn
3'
SEE OEM
C
3'
O
u SEE
V)V
J
W
Ir
F'
18 x 2-1/2"
J10 x 2"
18 x 2-1/2"
10 x 5/8"
DETAIL "E" ASTRAGAL
8 x 2-1/2" #10 x 3/4"
ATTACH ASTRAGAL RETAINER BOLT
10 x 5/8"
STRIKE PLATE TO FRAME
0 If 10 x 3/4AS
SHOWN. 0.
124' waaKco, 10
x 2" 0090' SArwi mc— DETAIL "
C" O.1N' wNWtD DETAIL "
D' 1.
375' T
INSWING
THRESHOLD v
6'
EE
DETAIL C
6•
ASTRAGAL
RETAINER BOLT HOLE MUST
BE DRILLED THROUGH THE
THRESHOLD & INTO THE STRUCTURE
DEEP ENOUGH FOR
A 1.375' THROW DETAIL
T" ASTRAGAL DECORAZE
WSERT lovnu+
A 1 SPo,
CEI+ 00W
e32 AObldoblWl
0.
962'j 00W
eat K
t.
75' 1.047• OR
EOW on [ou CditimllL
N o. Il
OB 1t 610B BI' T
T TYPICAL GLAZING DETAIL OUTSWING
THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS to
CIO
O
N Z
N O
to Lu
U 2
zZ 2
12[-
WOO
Z
O U
SEE DETAIL
C' SPIT. 2
6.6'
3' J L
3' -i F—
3
11 c I I 31
W ~
a SEE DETAIL
D' SMT 2
J
0 0
W
6' 6'
aW
N
II
C M
II II
B
II
C
S
3- r
3 —
C
6'u _. c 3.i
6' 1
6--4
6.
O
C V1
ATTACHMENT DETAIL aU
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, I^
SIGNED AND SEALED BY HAROLD E. RUPP, PE c i
FLORIDA #15935) WITH THE LOWEST (LEAST) z
0
FASTENER RATING FROM THE DIFFERENT FASTENERS
HARDWARE SCHEDULEBEINGCONSIDEREDFORUSE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE t 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 0
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50' —
MIN
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MAX AT 5-1/2" CENTERLINE.
LOCATION. swlu 2. 4" X 4" FULL MORTISE BUTT HINGES.
CL2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT r:
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
w>E 2MINIMUMEMBEDMENTOF1-1 /4-. TYPICAL Ad"MIDRVll
VYf
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION
4-9/16- MIN JAMB
NL N e-
p iwiOBK
01""
TRANSFER LOADS TO STRUCTURE.
ox. I,
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
a
FHUFRiRICANE BELLEVILLE FIBERGLASS DOOR UNIT
DOUBLE DOOR WITH / WITHOUT SIDELITES
Will
GENERAL NOTES
I. EVALUATED OR USE IN
THE FLORIDA BUILDBUILDING CODE A14DSWHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LS FOR BUILDINIM AND OTHER
DOES NOTECEED THE DEN PRESSURES LISTED.
IES
2. A O F
URRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYUIWDEVELOPED EDINDEX OFF 60FLAME SPREADINDEXANDSMOKE
PER ASTM E84. 4. PLASTICS
TESTING OF FIBERGLASS FACING: ONE T
SELF IGNITION•
TEMP ASTM D1929 603 'F > 650 'F RATE OF BURNING
ASTU D835 0.79 N MIN C-t SMOKE DENSITY I
ASTM D2843 1 46.9X TENSILE STRENGTH* ASTM
D6381 7.31 DIFF I.UM/ARAIIVL
lL"Ql" 4500 HOURS XENON
ARC METHOD I 00 00 001001
TABLE OF CONTENTS
SHEET
a DESCRIPTION t
TYP ELEVATIONS dt
GENERAL NOTES ANCHOR TI N AI
S S ANCHORING LOCATIONS Q
DETAILS a (o 149' AM.
OVERALL FRAME
INDDf O U aco 20.5'
MAX 36.
375' MAX. 37.5' MAX. ¢ or N D.L.O. PANEL
WIDTH - { FRAME WIDTH O Ln cc W/ASTRAGAL I
W
U Zmz O 4 b
Ll
I -
I
r-
11 - II Io
DOURLE DOOR UNIT
W/
SIDELITES Ad*mbwm I & oo
0 .000
0000 jj 0 SINGLE DOOR UNIT SINGE
DOOR
UNIT WITH SIDELITE WITH SIDEL C+
ItBaE kl N o-
D*P& ET Dri L
L 1100100
0
13 13
E3 00
DESIGN PRESSURE RATING WH
AE
WA INFILTRATION ER
ORMANCE IS REQUIRED TO BE 157E OF
DESIGN PRESSURE MAX WIDTH INSWING 0 NC
SWIN U SWING• 70.0 -70. 70.0 -
70.0 t .0 -19. 0 - 0. 0 4 50. -50.5 SS.
O -SO.S t9.0 -1 40. -40.0 01.111.0 55. - .519.0 -19.
0 40.0 -40.0 55.0 -t 5 - .S 19.0 -
t9.0 40.0 -40.0 53.0SO.S 14 05 -505 55.0
f - 1 -19.0 1+40A m IsuLL- N.T.S.
I
er. Br: OF
SEE DON!,
T' SHT. 2
Io
W
a SEE DEI
D' SHT.
OW
10
3-
T
n
mi
3'
Q
O N
Z N
O
Q WU
QZ
W
2nix 9
U N0.
00 bit3aATTACHMENTDETAILaa1.
ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,00 saZ
SIGNED
AND SEALED BY HAROLD E. RUPP, PE W im I it S FLORIDA #
15935) WITH THE LOWEST (LEAST) g o
FASTENER
RATING FROM THE DIFFERENT FASTENERS HARDWARE
SCHEDULE BEINGCONSIDEREDFORUSE. JAMB, HEAD, AND THRESHOLD
FASTENERS ANALYZED FOR THIS UNIT INCLUDE • 1 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 o 0 I'l 0 o k, 10WOODSCREWSOR3/16" TAPCONS. A PHYSICAL 1.50' CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED o, a
SHIM
MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN _ 5* AT 5-1/2" CENTERLINE.MAXa (-
LOCATION.
sHiw 2, 4" X 4" FULL MORTISE BUTT HINGES. COME
cLI— 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES FROM J
a z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT` OF
1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE -'' AOddmbN tl oAs
2111105 MINIMUMEMBEDMENTOF1-1/4". TYPICAL
swot
N.T.S. NLNgo - It,* 3.
WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANINSTALLATION priweOBlt c. °r
S ws TRANSFERLOADS
TO STRUCTURE. 4-9/16- MIN JAMB py Z f,„ 8 aa. er.
4. MINIMUM
DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 01
6' SEE DETAIL 6
J{ .
3"
3 I c
3•
I I I I 3 • f 3. f
3M
fc 31
SEE DETAIL
C.'
6" 6' — _ 6'
6"
3'
A
6.
6' 3'
6' 6'
3' 1
3.
3, 3'
3,
6.
SEE DETAIL
F'
y8 x 2-1/2" #
10 x 2"
10 x 5/8"
8 x 2-1/2" #10 x 3/4"
10 x 5/8'
0 y10 x 3/4"
10x2'
DETAIL "C"
DETAIL "D"
A
J
W
0:
3
v
I 1- 3"
W
n SEE
w "D'
W
0i
8 x 2-112"
DETAIL "E' ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
0.124' ANNE&O
o.oW SAILEx sic —
O 124' AMMEALED -
1 0.9621
1
1.375'fft1.75' 1.047' T
T T INSWING
THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD iEE
DETAIL 6'
ASTRAGAL
RETAINER BOLT HOLE MUST
BE DRILLED THROUGH THE
THRESHOLD & INTO THE STRUCTURE
DEEP ENOUGH FOR
A 1.375" THROW DETAIL "
F' ASTRAGAL OECOBATIYE
WSERT OPTONAL)
ALUMINUM
OR BUTYL. SPACERffFZ16 x 1-1/Y "IS DATE:
2111 0 oor
au olE Bn AdiRMID
11D suer N.T.S. oR
EouAl •' ".; OR Eewl 10
IL N e- owc n. $W TYPICAL
GLAZING 0 ILL DO
IMPACT
RATED CLASS -YA-
EiD12E SN[
ET a Of
BCIS Home : Log In User Registration Hot Topics; Submit Surcharge) Stats & Facts Publications: FBC
Product Approval
USER: Public User OFFICE
Product Approval Menu > Product or Application Search > Application list > Application Detail
FL #
Application Type
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Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
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Evaluation Report
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL11613
New
2007
Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
Evaluation Report from a Florida Registered Arc
Professional Engineer
Evaluation Report - Hardcopy Received
Robert A. Walz
PE-40456
Architectural Testing, Inc.
12/31/2011
Steven M. Urich, PE
f Validation Checklist - Hardcopy Received
FL11613 RO COI CCF10312008_00001.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1714.5.5.2
1714.5.5.3
1714.5.5.4
Product Approval Method Method 2 Option B
Date Submitted 11/05/2008
Date Validated 11/05/2008
Date Pending FBC Approval 11/13/2008
Date Approved 12/10/2008
Summary of Products
r
i FL q Model, Number or Name Description
1 11613.1 1 M2246 Mullion Aluminum structural mullion. For us,
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11613 RO II Mullion evaluation
Approved for use outside HVHZ: Yes Verified By: Robert A Walz PE-404
I Impact Resistant: No Created by Independent Third Part
i Design Pressure: +75/-75 Evaluation Reports
Other: See Evaluation repon for actual design pressures for various FL11613_RO_AE_Mullion evaluatic
I sizes. Created by Independent Third Parr
Back Next
DCA Administration
Department o/ Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclair
Product Approval Accepts:
M w Eg
r.t w M
ve<n .
Engineering Evaluation Report
V
Report No.: WE-2008-158
tttaiEvaluator: Robert A. Walz, P.E. V-
C*)
Walz Engineering CO
11 I I I Hall Road, Suite 110 Utica,
Michigan 48317 Ca
CV) M
Manufacturer: MI Windows and Doors 650
West Market Street 00
Gratz, Pennsylvania 17030 k
Product:
M-2246 - BridgeWood Structural Mullion C
to
6%
N
M
Description of Product: M-2246 — Structural Mullion. The mullion N
is extruded from 6063-T5 aluminum and used in both the vertical and CO
N horizontal orientation in the BridgeWood window series. The mullions 1
are secured to the substrate using the MT000022 aluminum mullion clip. LUO
00 There are two anchors in each MT000022 mullion clip to anchor the mullion
to the substrate. N
m
c
ai
o
CL
Submitted Technical Documentation: 1.
Mullion Analysis and Anchorage Report, report number r-
WE-
2008-158A sealed by Robert A. Walz, P.E. 2.
Installation Details, sheets 1, 2, 3 and 4 of Report Number WE- 2008-
158D sealed by Robert A. Walz, P.E. Installation
Requirements: Mullions must be installed as per the manufacturers
published installation instructions and as described in the installation
drawings listed in the technical documents section of this report.
Mullion Design Pressure Tables
M-2246 Horizontal Mullion Capacity with Anchorage into Wood/Concretc/CMU
Hei ht/Width 21-5/8" 25-5/8" 29-5/8" 33-5/8" 37-7/8" 41-5/8" 61-518" 73-5/8"
37-1/4" 75 75 72 59 48 43 26 21
41-1/4" 75 75 69 57 47 41 25 20
49-1/4" 75 75 64 53 44 39 23 19
53-1/4" 75 75 62 51 42 37 23 18
57-1/4" 75 74 60 49 41 36 22 18
65-1/4" 75 69 56 46 39 34 21 17
69-1/4" 75 67 54 45 38 33 20 16
77-1/4" 75 63 1 51 1 42 1 36 1 32 19 16
Transom 1 21-5/8" 25-5/8" 1 29-5/8" 1 33-518" 1 37-7/8" 1 37-7/8" 37-7/8" i 37-718"
M-2246 Vertical Mullion Capacity with Anchorage into Wood/Concrete/CMU
Hei htNVidth 21-5/8" 25-5/8" 29-5/8" 33-5/8" 37-7/8" 41-5/8" 61-5/8" 73-5/8"
37-1/4" 75 75 75 75 75 75 75 75
41-1/4" 75 75 75 75 75 75 75 75
49-114" 75 75 75 75 75 75 75 75
53-114" 75 75 75 75 75 75 73 73
57-1/4" 75 75 75 75 71 68 63 63
65-1/4" 75 75 69 63 59 56 49 48
69-1/4" 75 71 64 58 54 51 44 43
77-1/4" 72 62 56 51 47 44 36 1 35
Limitations of Use:
l . Maximum product design pressure of +/-75.0 psf.
2. Maximum unit sizes attached to each side of mullion: 77-1/4" wide by 73-5/8"
high.
3. Units attached to the mullion must have their own product approval.
4. Units may be mulled indefinitely as long as the maximum unit size is not
exceeded.
5. Mullion maybe used horizontally or vertically.
6. Product is not rated for use in HVHZ.
7. Product is not impact resistant and requires impact protection when installed in a
Wind Borne Debris Region.
8. Design Pressure of mulled units shall be the lesser of the design pressures of the
assembly components, the mullion or the individual units.
9. May be installed in wood, concrete or steel substrate as per installation drawings,
sheets 1, 2, 3 and 4 of Report Number WE-2008-1581).
Compliance: The above listed products have been shown to demonstrate compliance
with the 2007 Florida Building Code and with the Florida Department of Community
Affairs for Statewide Product Approval as per Rule 9B-72.070 method 1(d).
o .E.
Florida P.E. 40456
Date: September 11, 2008
SECTION 8
y r- r UM (OCE
PENSIPATIOM
1-1/2- .IIN.
MULLION CLIP
u7000022
SEE INSTALLATION
NOTES
R I u-2246
OPENING .RRO
SECTION C
I SEE INSTALLATION NOTES
I MULLION CUP
1 UTOOur000022
1-1/2- YIN
PENETRATION
1 i— 1- .IN EDGE
SECTION A
TOM OR TIME
wUU. RIM wUwOI
22.6
M-22.6 VTRTIEAI MAIM DESCH LOAD IPSEI
oA.
1 21-1/8 23-3/6 26-3n 5/6 17-1/6 40-5/6 61-3A 17-5/11
1_1/.• 70 n 70 n 70 74 n n
6_1/. I.n 70 n n 70 n 7f 70
57.I/. n n n 7e A 03 OJ
70 71 M Os M 00 60 40
7.75 71 M 80 e6 O1 44 tl
77-1/4 77 02 00 01 47 46 Al 20
WUUIM WCOFI .(ION MOBS
11 CHART APPLIES ONLY to MULLION U-2246 MIEN USED
TO MARL FUEO Mµ7RONDS, AAMSONS OR VKCALTY
UNITS
2) WULUON SMALL K 6062-15 ALUMINUM ALLOT Air TE40KR
m W mpw IS HE"T OF r100IF OELOW MANSO.
MAMSOU 1(IOIT VARIES. SEE TALL
A) STATED OESIOI PRESSURES ARE FOR POSITIVE AM NEGATIVE
WNO tOAOS
S) MRL10N SPANS 00 OESION PRESSURES LISTED M CHART
TISSAFY 2007 ROIOA OURONG CODE REOPRE.(Mrs TOR
SIREM IN. O(RLCnON AND 00 REACTO. AMCNORAG4
6) MRUON IS NOS APPROVED FOR ONO-OORIIE OEpls REG MS
UTMOUT AM APROVEO PROTECTION OEwq IMSTALUO
7) RETER TO REPORT K-na-I58 FOR WuwOm AMµTSES
6) VERMCµWULUOM CAPAOTIES AM INSTALLATION 0" INCET ,/.
uLn N111 ISTLLIARO71 NOTES
I) INSTALLATION MUST USE W LUON CLIP WTO0002Z
2) MSTALLAMOM OEIAR IS FOR SMUMMAL MIeOMIT ONLY.
2) MSTALL ME) (2) F2 If ,' 111000 SCREWS
NTH AORYU. 1-1/2- EUKOWNI.
0000 IRAMMC SMALL GE PRESSURE TREATED SPRUCE
PIE EGA (C-0.2)
PMND ^-MD DOORS
m lest R.Met sw - MIT. N - I mm-wl0
Tnu M-2246 FIN VERTICAL INSTALLATIONW/r.1rR16OPIi0MOOJO 6C .M.00. A.P.IW.R6R NOP..Ar.r..rW.1rO. RI.I rIr1 11E6R..AAr
nA.R r r weow AIr Otl01t t.C. rleRra
M.
SECTION B
CONCRETE OR
CMu
O
2-S/e- MIN.
LOGE DISTANCE
I
1-3/e- MIN.
EMBEDMENT
MULLION CLIP
SEESEE INSTALLATION
NOTES
ROUGH U-22.6
OPENING
Y secnoN c
SEE INSTALLATION NOTES
MULLION CUP
UTO00022
I
N 1-3/e- MIN
CONCRETE SILL ° EMBEDMENT
a
a
P °
a
SECTION A 2-5/e- M6
EDGE GIST
TWNR on TRIPLE
mI.cO afw .BILLION
M-22.6
o. rI_•n n-s/6 tn 22-tn 27_,n 1.1n I_s/6 a-sn
21.1/4 PTV Pr6 P16 Pr6 n Pr6 rB PIB
N re if
re PreL n M m a
40E,71
Tt eP M 61M
a M Q im
MIR110N .PECMATION HORS
11 MART APPLIES ONLY TO WWON W-2246 IINEN USED
TO MULL 1IK0 NAJWOMROS, TRANSOMS 00 SPCOALTY
UNITS
2) AIULL,7N SMALL K 60s7-TS A LRIIW ALLOY AMC "OCR
21 NINOO. MDpTT NS NOW OF .HOOP MOW TRANSOM.
mmsoM NOO4T YAKS. SEE TAAt.
STARO GESION PRCSSMRn ARE FOR P09TIK AO REWNK
I o LOADS
11 1RLLION SPANS AM CC" PRESSURES LISTED IN CHART
SATISFY 2007 rto"A RIRONNG CODE 4COLMMENIS POR
STREIKrTN. OERECTION AND ENO PCACTIO. ANCHORAGE.
WVLLOR N7 ROT Pmovco FOR WiAO-.ORNE Orms ROoNs
on -Out AN AP'PROKO /RORCTNON 901M PISTARLEO
7) REFER TO REPORT 1IE-2006-IS6 FOR ygwON ANALYSES.
KPTICAL TRILLION CARAOIIES MO INSTALLATION RR SN(tT 3/4
In-INdH IN -I IArIa1 HORS•
1) INSTALLATION Must use INIILLION CUP ofoo 22.
2) INSTALLATION OCTAL IS FOR SAUCTIAAL wRC.TY ONLY
2) INSTALL TWO (2) 3/16' OAMERN P 2' LONG TAPCON
ANCHOR Wind WOO MM 1_1/2• EINGEOMCNT ON 11p (2)
1/4- 2 2- PMRS TAPPER ANCHOR NOT MCRWM 1-3/6-
CUKOMENI PER MANIXACTLPICRS NSTRIXnO NS
MI WINDOWS AND DOORS
4" 4F watr SARI . COIL All, - I A10.076
TIN Y.Ir...7.HirrP.•.....I.r...NNrr. M-2246 FLANGE VERTICAL INSTALLATIONwAeaooTa6Nc..N.`A...aP...IP..R.T
INN. Ne .R.W
F
SEET.8a
L
TWIN Sm. PW OR SLIDER
KITH TRANSOM, HALFROVNO. ETC
WITH HORIZONTAL MULL M-2246
m
2-5/6- MIN.
EDGE DISTANCE
v
v
ONCRETE OR $
V
CMU
VARIES. SEE TABLE
SECTION 8
e----- ROUGH OPENING --I
I FIT
OII ; II ; IIIO o
MULLION CLIP I
M T00002 2
I11E11101
SEE INSTALLATION
NOTES
SECTION A
M-2246 HORIZONTAL MULLION DESIGN LOAD (PSF)
owr
0M 21-5/e' 23-5/e 29-5/6 33-5/e 37-7/e 41-5/e 61-5A 13-5/e
37-1/4 7.76 s To 76 6Q 63 47 20 24
41-1/4' 3,75 s 75 n 76 62 of 6 20 23
s76 76 71 6a 11 42 26 21
53-1/4' 2176 7175 as tTa 6 41 26 20
57-1/4- 3176 3175 M 84 IS 40 24 1Y
65-1/ 76 3175 62 61 42 38 23 18
69-1/4, 3.75 eY 60 rY 41 37 22 17
77-1/4' 75 69 6e 17 36 21 16
m-sw 21-5/6 23-5/e 29-5/6 33-S/e 31-1/e 37-7/6 37-7/e 37-7/6
T I'll .Inv] -
DETAIL I
MULLION SPECIFICATION NOTES:
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROVNOS. TRANSOMS OR SPECIALTY
UNITS
2) MULLION SHALL BE 6063-TS ALUMINUM ALLOY AND TEMPER.
3) WINDOW HEIGHT 15 HEIGHT OF WINDOW BELOW TRANSOM.
TRANSOM HEIGHT VARIES, SEE TABLE
STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE
WINO LOADS.
S) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART
SATISFY 2007 FLORIDA BUILOINC CODE REOVIREMENTS FOR
STRENGTH, DEFLECTION AND ENO REACTION ANCHORAGE,
6) MULLION IS NOT APPROVED FOR NANO -BORNE DEBRIS REGIONS
WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED.
7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES.
8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SWEET 3/4
MULLION INSTALLATION NOTES'
1) INSTALLATION MUST USE MULLION CLIP UT000022.
2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY.
3) INSTALL TWO (2) 3/16' DIAMETER X 2- LONG TAPCON
ANCHOR WITH MINIMUM 1-1/2- EMBEDMENT OR TWO (2)
1/4' X 2' POWERS TAPPER ANCHOR WITH MINIMUM 1-3/8-
EMBEDMENT PER MANUFACTURERS INSTRUCTIONS.
as
ml MI WINDOWS AND DOORS
cc tR boxf 31RRT - MTL n - INS -um
NROOW6ANDwm
M-22/8 R MGE WMZOWAL MALLAMM
VARIES. SEE TAKE
TWIN SM. PW OR SLIDER
WITH TRANSOM. MALFROUND. ETC.
WITH HORIZONTAL MULL M-2246
1 1/2. 11N.
EYBEOWMT
1• WN.
WOW FIIAmC
By o11QAS
ROUGH OPENING
MULUON CLIP
MT000022
TEwa
SEE INSTALLATION
NOTES
SECTION A
l
SECTION B
6iZTiII I:3Il I fIJC[tf 4 ui I>S•L`[II7Qi3j
EOM
1
21-s/e 25-s/l 2e-sry 33-5/e 37-7ry a-!ry• e1-!ry 73-s/e
37-1/4• 76 n 78 72 so 16 43 2e 21
4I-1/4• 3.16 76 e0 87 17 41 25 20
40-1/. s 76 76 64 all II 310 23 0
53-1/4• T• 76 T. 70 02 61 42 7 23 1e
57-1/.• 3.71 7e so re 61 3e 22 is
e5-1/4 s 76 so 50 16 39 36 21 17
es -I/.• 2.76 or 6r 46 X 33 20 IS
77-1/. s 75 a 51 12 M n le 10
awsar 21-!/e- 2!-!/e 29-sry 33-!/e 77-7ry 37_7/e 37-7ry 71-7/E
rwn Ill AIInYY
DETAIL I
MULLION SPECIFICATION NOTES:
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROUNOS. TRANSOMS OR SPECIALTY
UNITS
2) MULLION SMALL BE 6063-TS ALUMINUM ALLOY AND TEMPER.
3) WINDOW HEIGHT IS HEIGHT OF WINDOW BELOW TRANSOM.
TRANSOM HEIGHT VARIES. SEE TABLE.
4) STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE
WINO LOADS.
5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART
SATISFY 2007 FLORIOA BUILDING CODE REQUIREMENTS FOR
STRENGTH. OEFLECTION AND ENO REACTION ANCHORAGE.
6) MULLION IS NOT APPROVED FOR WINO -BORNE OESRIS REGIONS
WITHOUT AN APPROVED PROTECTION OEVICE INSTALLED.
7) REFER TO REPORT WE-2006-158 FOR MULLION ANALYSES.
8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4
MULLION INSTALLATION NOTES:
1) INSTALLATION MUST USE MULLION CLIP MT000022.
2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY.
3) INSTALL TWO (2) 012 X 3- LONG WOOD SCREWS
WITH MINIMUM 1-1/2- EMBEDMENT.
WOOD FRAMING SMALL BE PRESSURE TREATED SPRUCE
PINE FIR (G.0.42)
MI WINDOWS AND DOORSmlao Esr IYerEI sear .ObR. w . 1RA-03re
WNDe1W Noom1e
M-22M FW WRM0WAL WTA"TM
FAIII.1d,1 IsillililillL cmle' 0111inc III II)/WWW.1101-idilbuiltling•or=/hr/hr_;q h_tlll.aa''h;Il:Int=
PERMIT # rr- ALY 7
Intl
C f•Y' -
Aw.
d BCIS H. Log In L1se RegiSliakon HDI Topcs Submit Suichaige Stals, d Facts
t:1
Product Approval
li•yl; .r•i+
t
115ER: Pubic Use,
l•Irnu> PHRIIK;Iu, M)phwi.on 5M1. h—Nun(al-on l.,I> Applical Ion Detail
1 :; `z-•`;• FL II FL10350-R4
j I ApplicabonType Revision
Code Version 2007
2 7 , " fl Application Status Approved
Comments
Archived r- 1
4
it is c'•'' ''aarti•-,+.riS'::.1 y,ry
pab-calons FBC Staff BUS S-le Map Links Soa-cn
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365.3300 Ext 2560
bsillinger@miwd corn
Authorized Signature Brent Sitlinger
bsillinger@miwd corn
Technical Representative
Address/P hone/E mail
Duality Assurance Representative
Address/Phone/Email
OFFICE
Category
Subcategory
Windows
Single Hung n OD
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M Urich. PE
1 t Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 506 2006
AAMA/NWWDA 101/1 S 2 1997
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E 1886 2005
ASTM E 1996 2005
Equivalence of Product Standards
Certified By
I of 7 05/ 18/201 1 08: 18 Pn1
Florida 061dille Code Online IIII +w r.11ol-idahuildifit, order/hr_ahl>_tlll.a•p''har;lln=..
Product Approval Method Method 1 Option A
Date Submitted 03101/2010
Date Validated 03101/2010
Date Pending FBC Approval 0310512010 Date Approved 04/
07/2010 Summary of Products
Go to Page
FL Jt Model,
Number or Name 103501 185/3185
Fin Frame Equal Life Limits of Use
Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes Impact Resistant: Yes
Design Pressure: +501.
50 Other: H-R50
Missile Level D. Wind Zone 3 103502 185/3185
Fin Frame Equal Life Limits of Use
Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes Impact Resistant: No
Design Pressure: +501.
50 Other: H-LC50
10350.3 1
185/3185 Fin Frame Equal Life Limits of Use
Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes Impact Resistant: No
Design Pressure: +60/-
60 Other: H-LC60
103504 185/3185
Fin Frame Equal Life 0 0 Page
1/20 40 Description 52x72 Single
Glazed
Laminated Glass Certification Agency Certificate
FL10350 R4 C
CAC AP(; IIVIPAC1 185 3185 SI I FIN ' %2 R50 78145 01.
109.4-I pol Ouality Assurance Contract
Expiration Date 11 /20/2011
Installation Instructions FL
10350 R,
1 II livallalion hislitrctions - 185-:31115 tiH FII•I 78146.01.1091As
Tested) pill Verified By: American
Architectural Manufacturers Association Created by Independent
Third Patty: Evaluation Reports Created
by Independent
Third Patty. 52x78 Single Glazed
1/8' Tempered Certification Agency Certificate
FL10350 R4 C
CAC APQ 185.3185 511 &1075 Lm.WE? 4: Fri-J 52X78 LC50 udl
Ouality Assurance Contract
Expiration Date 07/1512012 Installation
Instructions FL10350 R4 II hrslalbtion Instructions -
185.3185SI-
I Fit-! IAs Tested $4075 04 11 Ddl Verified By:
American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation Reports
Created by Independent Third Pany:
36x72 Single
Glazed 1/8' Tempered Certification
Agency Certificate F00350 114 C CAC
APC 185.3185SH &
107541.10947FIN 36Y. 72 LCGO pol Ouality Assurance Contract
Expiration Date 07/ 15/
2012 Installation Instructions FL10350 H4
II Installation Inslioclions •
185.3185
SH FIN (As Teslod 84075 04 ^1 Dill Verified By.
American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation Reports
Created by Independent Third Party:
36x72 Insulated
1/8' Annealed of 7
05/ 18/?01 1 08:
18 I'M
1' olida 13ut1din_ Code 0111inc III 1101-idahtli
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10350 1`14 C CAC APC 185.3135 SH 854ND 92-109•-1r FII•I
36X72 1`155 ta91ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Ouality Assurance Contract Expiration Date
Design Pressure: +55/-55 08/29/2012
Other: H-R55 Installation Instructions
FL 10350 R•1 11 Installation 1.11.1 v1;
Tested 85550 021 1x11
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party -
Evaluation Reports
Created by Independent Third Party
10350.5 1 185/3185 Fin Frame Equal Life 5202 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10350 m C CAC APC Irv1PAC1' 1'j5-,t18", H ['IN ; 'X '^
Approved for use outside HVHZ: Yes 1455 781" 01.109••l.l pot
Impact Resistant: Yes Ouality Assurance Contract Expiration Date
Design Pressure: +551.55 11/05/2011
Other: H-R55. Missile Level D. Wind Zone 3 Installation Instructions
FL10350 R,1 II Installation Institictions • 185 318:•'_ I I I•II I
76154 011As 1 esledl rxil
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party'
Evaluation Reports
Created by Independent Third Party:
103506 185/3185 Fin Frame Equal Life 3602 Insulated Glass_
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I-LI0350 R•1 C CAC APC 9.1105 01 109 •17 1t0 165 3i3b ",I -I
Approved for use outside HVHZ: Yes 1:114 36X 72 1155 p0l
Impact Resistant: No Ouality Assurance Contract Expiration Date
Design Pressure: +55/-55 08/2612013
Other: H-R55 Installation Instructions
FL10350 144 II 185S1.1 I'IN 94105 01 1x1I
Verified By American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.7 185/3185 Fin Frame Oriel 52x72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I:1.10350 H-I C CAC APC 1Iv11>AC1 185 3185 SI I r1N 52X T:
Approved for use outside HVHZ: Yes 1150 78155.01.109.14 Ix11
Impact Resistant: Yes Ouality Assurance Contract Expiration Date
Design Pressure: +551-55 11/19/2011
Other: H-R55 Missile Level D. Wind Zone 3 Installation Instructions
F1.10350 1,•1 II Installation In:.Irlx:11oi1S • 185 3185 $H FIN
7815G 01(As resledt ryll
Verified By American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party•
10350.8 185/3185 Fin Frame Oriel 52x90 Single Glazed 1/8" Tempered
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLI0350 R•1 C CAC ANC I35.3185 S,1f 85515001 109.47 FiN
Approved for use outside HVHZ: Yes 52X90 R50 Ixil
Impact Resistant: No Ouality Assurance Contract Expiration Date
Design Pressure: +50/-50 08/29/2012
Other: H-R50 Installation Instructions
FL10350 R4 11 In siallalion Instiuclions - 185.3185 SI I FIN iA_
t or, ted 85550 01) edl
Verified By. American Architectural Manufacturers Association
3 of 7 05/ 18/201 1 08: IS PM
I-1in'ill;l 13u11tting Code Online h1111://11•I I-.Ilurill;lbuilllin_.org/fir/fir_;y p_tll I.aa''h;u'anJ= ...
1035D 9 1185/3185 Fin Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +501.50
Other: H-R50 Missile Level D. Wind Zone 3
Created by independent Third Party'
Evaluation Reports
Created by independent Third Party-
52x72 Single Glazed Laminated Glass
Certification Agency Certificate
FL10350 R 1 C CAC APC If,.,IPACT 185-318'_,:411110 52X72
1350 78148 01.109.44 txJl
Quality Assurance Contract Expiration Date
11127/2011
Installation Instructions
FL10350 134 II In fill ion In•Uuctions - 1855.3185 SH Fill
781,1801.1091As 7c51odiixJl
Verified By American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1035010 185/3185 Fin Frame Oriel 36x84 Insulated Laminated Glass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-R55 Missile Level D Wind Zone 3
10350.11 185/3185 Fin Frame Onel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +551.55
Other: H-R55 Missile Level D. Wind Zone 3
10350.12 1185/3185 Fin Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: H-R50 Missile Level D. Wind Zone 3
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 18r3185511 FIhJ KX&1
R55 78160 01.109.44 Pdl
Ouality Assurance Contract Expiration Date
11/0612011
Installation Instructions
FI.10350 Ra II 11151,11101,011 I2211000112, - 185.31t SI-I F-II•J
78160 01 iAs ] c0;i :dr txil
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party:
36x84 Insulated Laminated Glass 510 sash
Certification Agency Certificate
FL10350 R4 C CAC APC It-APACl 1853185 SI1 FIN 36X&1
R55 73158 01-109.4a lxJJ
Ouality Assurance Contract Expiration Date
11/08r20l l
Installation Instructions
I'L10350 F44 II InSlallalr0nhi5riUChUnS 185.31Ji5,^,I-I I:114
78158 01 1 As I eslcdi i)rJl
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party.
Evaluation Reports
Created by Independent Third Party'
36x84 Single Glazed Laminated Glass
Certification Agency Certificate
I-LI0350 114 C CAC APC I6APAC1 185.3185 SH I:I111 3EX&I
R50 78152 01.109,1.1 IxJI
Ouality Assurance Contract Expiration Date
11/21/2011
Installation Instructions
I-L1035(1 R•1 II In51 illation 111MIU IINIC' - 2353185SR I it.)
78152.01.109 as (As Tcslc.Kli 1KJI
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party.
Evaluation Reports
Created by Independent Third Party:
10350.13 1185/3185 Fin Frame Oriel 36x84 Single Glazed Laminated Glass 510 sash
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL10350 R4 C CAC APC IMPA(r 185.1185511 F114 3GX&1
4 ol. 7
05/ 18/201 1 08:18 I'M
Itirida Building Code Onlinc hl1 h://•tt't•. Il on dabu l Itl i m_ . t r`/I71'/1 1'_ahlt_tl l I . a h ''Ita1:1111= ..
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +501.50
Other: H•R50 Missile Level D. Wind Zone 3
R50 78150 01.109• 14 Ixtl
Ouality Assurance Contract Expiration Date
11/0612011
Installation Instructions
FI 10350 R4 II In Iilhlion IrrUrK Uon', • 185.3185 SH FIN
71111001-109•441AIcrICCI11A11 Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party Evaluation
Reports Created
by independent Third Party. 1035014 ^_
l 185/3185 Flange Frame Equal Lite J
52x72
insulated Laminated Glass, Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No 1'1.10350 R 1 C CAC, APC 11v1PAC 1 18" 1185 S1I I U.; 'S2X Approved
for use outside HVHZ: Yes H55 78155 01.109-2.1 001 Impact
Resistant: Yes Ouality Assurance Contract Expiration Date Design
Pressure: +55/-55 11/05/2011 Other:
H-R55 Missile Level D. Wind Zone 3 Installation Instructions FL10350
13•1 II Insl,1ll Ilion In;UucUolls • 1*-, 13 Y V-Ir _ o 7815501
ASTESTEQmil Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party, Evaluation
Reports Created
by Independent Third Party, 10350.
15 185/3185 Flange Frame Equal Lite _ 36x72 Insulated Glass Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +60/-60 Other:
H-R60 10350.
16 Certification
Agency Certificate I-
L10350 R4 C CAG APC 94106 01 109-47 HO 18ii 311-t SJ FIG
36X 72 R60 IxJI Ouality
Assurance Contract Expiration Date 08/
2612013 Installation
Instructions 1=
1.10350 R4 II 08.008021)df Verified
By: Roberto Lomas PE PE-62514 Created
by independent Third Party Yes Evaluation
Reports FLt0350
n.1 AE 511346I)dI Created
by Independent Third Party. Yes 18513185
Flange Frame Equal -tile Y
51x72
Single Glazed 3116' Annealed Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ Impact
Resistant: No Design
Pressure: +551.55 Other:
H-R55 Certification
Agency Certificate 1:
1,10350 R4 C GAG APC 185.31851;11 Fla UR 110 5;X Yes
77695 01.109-47.ix11 I OualityAssuranceContractExpirationDate01/
09/2012 Installation
Instructions 1110350
R4 II scan0001 pdf Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party" Evaluation
Reports Created
by Independent Third Party, 1035017
1 185/3185 Flange Frame Oriel Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +55/-55 Other:
H-R55 51x72
Single Glazed 3r16' Annealed Sash and 3116' Tempered fixed
life Certification
Agency Certificate FI
10350 R4 C ('AC APC 185.3185 5I1 Fla EO :•(•, Fw.- 1 Temp
51 %72 77695 01-109.47 pol Ouality
Assurance Contract Expiration Date 01/
09/2012 Installation
Instructions FL10350
R4 II scan0001.nd1 Verified
By. American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports 5
oI. 7 05/
18/201 1 08:18 I'M
1:161-id'a Building Cods: Online 11111):/ w".w.Ilolidahulldim_.t1rg/fir/hr_ahh
Y-JCrealed by independent Third Party.
1 3350.18 1185/3185 Flange Frame Onel _ 52x72 Single Glazed Laminated Glass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +551.55
Other: H-R55 Missile Level D. Wind Zone 3
10350.19 185/3185 Flange Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +551.55
Other: H-R55 Missile Level D. Wind Zone 3
185/3185 Flange Frame Oriel0350.20 1
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-R55 Missile Level D. Wind Zone 3
Go to Page
Certification Agency Certificate IFl-10350 R4 C GAG APC 110I'ACI 185-31ti5;;l11•1.6 52X
R55 781.19-01.109.411 rail
Ouality Assurance Contract Expiration Date
11/20r2012
Installation Instructions
FL10350 R4 11 11151,111,11101) In^Uul bun 15•: 186 I lancic it l
7814901 AS TGSIEDrxll
Verified By: American Architectural Manulacluieis Association
Created by independent Third Party,
Evaluation Reports
Created by Independent Third Party.
36x84 Insulated Laminated Glass
Certification Agency Certificate
FI_10350 R•l C (.AC APC 1K41IACI 18531135SI11:LU 3nX8a
1155 78161 01. 10n.d4 idl
Ouality Assurance Contract Expiration Date
11/07/2011
Installation Instructions
F1.10350 R•1 11 Insiallihon h,slnx ion. • 18531Y.C1 f•lannc SH
78161 01 AS TESTED.odl
Verified By- American Architectural Manufacturers Association
Created by independent Third Party
Evaluation Reports
Created by independent Third Party:
36x84 Insulated Laminated Glass 510 sash
Certification Agency Certificate
FI.10350 Rrl C CAC APC IMPACT le5.3165SH FLG ?6Xe1
R55 78159 01.109.1 !
Ouality Assurance Contract Expiration Date
11/08/2011
Installation Instructions
FL10350 R t II 11,51,111,11,01) 11151lucl,ons • t8S 3185 fI ilxlc 511
78159.01 AS TESTEDp0l
Venlied By: American Architectural Manufacturers Association
Created by Independent Third Party.
Evaluation Reports
Created by Independent Third Party:
4) O Page 1/20 42
Back Neal
Ocpartment of Community Arran$
Florida Building Code Online
Codes and Standards
2555 Shuma d oak Boulevard
Tallahassee. Florida 32399.2100
8501 487.1824 Far 1850) 414.8436
6` 2M, 2010 The Stale of Flonda All nghlS ,eSe, ved
P,ivacv Slolemenl I CAN,,ohlSlalement I AcceSs.hildv Slaiemenl I Plug-in Sollwal e I CUSIome1 Se,v,ce Sul vev I COMM U5
Product Approval Accepts:
moo M
05/18/2011 08:18 PM
6of7
fl l*da B6Udiu-2Code Online 7o{
7 05/|
8 0|| 08:18 PM
Jose s. cruz-Sanchez
2415 s. myrtle ave
Sanford, fl 32771
QTY ITEM PRICE
700 BLOCK 1,015.00
3 SQ YARDS CONCRETE 321.00
30 STEEL REBAR 373.80
60 2X4X8 PINE GM2 118.20
22 TRUSSES 1,329.00
1 box 3 W nails 36.00
1 box of 600 N10D5 HDG galvanized nails 16.00
22 3x10/16" rod chairs 20.00
Connectors 400.00
Mortar 200.00
Paint 300.00
Insulation and furring 500.00
Concrete reinforced with fiber 226.00
Electricity 1,500.00
Dry wall 341.24
Plumbing 100.00
Soil poisoning 100.00
Total
6,896.24
Total
6,896.24 + 2,167.79 + 4,779.88 = 13,843.91
Lowe's estimate is included in the total above
Signature
OMZR130A PAGE: 1
Y
PROJECT ESTIMATE
CONTACT: SANCHEZ, JOSE
CUST #: 93340681
LOWE'S HOME CENTERS, INC.
SAF 1657
PROJECT NUMBER: 323081503
SALESPERSON: SCHROTH, CRAIG
SALES #: 672149
DATE ESTIMATED: 05/31/11
REMODEL
QTY ITEM # ITEM DESCRIPTION VEND PART # PRICE
50 14609 OC AR DRIFTWOOD SUPREME 25YR PM30 1078.00
1 6428 1-1/4" GALV COIL ROOFING NAIL RCC1114 23.98
8 10308 ROOF FELT 2SQ. NO.30 ASPHALT 155.44
1 118037 1" PLASTC BUTNKAP 3000 (+11018 43.44
2 23452 2"LEAD ROOF FLSH 78 00101 33.42
1 23453 3"LEAD ROOF FLSH 78 00102 20.71
11 12545 DRIP EDGE GALV BRN 6"X10' FHA 11244 107.58
20 89434 4X8 HARDIPANEL STUCCO 217601 517.40
40 12247 15/32"X4X8 4PLY SHTG 32/16 NA 500.80
2 17114 14X24 ALUM WHITE WALL LOUVER 416/RL142490 30.18
1 117780 PRS RH 2-3/8X113 RS HDG 5M(704 HDBDHGRSM 80.37
1 337175 18K FRIG HEAT/COOL (317029) LRAI8HMU2 635.00
16 33519 1X4X12 HLD RUSTIC HARDIE TRIM 216660 172.32
22 5156 2X6X10 PINE GM2 B12260806010 97.24
22 5155 2X6X8 PINE GM2 32646 65.56
3 88973 4'6" RECESSED LINTEL 4'6" RECESSED LINTEL 114.57
8 88973 54" LINTEL 54" LINTEL 284.24
8 88973 37" PRECAST SILL 37" SILL 176.32
4 88918 1 3/4 X 16 X 12 LAM 1 3/4 X 16 X 12 LAM 330.60
TOTAL FOR ITEMS 4467.17
FREIGHT CHARGES 0.00
DELIVERY CHARGES 0.00
TAX AMOUNT 312.71
TOTAL ESTIMATE 4779.88
This Quote is valid until 06/30/11.
MANAGER SIGNATURE DATE
THIS ESTIMATE IS NOT VALID WITHOUT MANAGER'S SIGNATURE.
THIS IS AN ESTIMATE ONLY. DELIVERY OF ALL MATERIALS CONTAINED IN THIS
ESTIMATE ARE SUBJECT TO AVAILABILITY FROM THE MANUFACTURER OR SUPPLIER.
QUANTITY, EXTENSION, OR ADDITION ERRORS SUBJECT TO CORRECTION. CREDIT
TERMS SUBJECT TO APPROVAL BY LOWES CREDIT DEPARTMENT.
LOWES IS A SUPPLIER OF MATERIALS ONLY. LOWES DOES NOT ENGAGE IN THE PRACTICE
OF ENGINEERING, ARCHITECTURE, OR GENERAL CONTRACTING. LOWES DOES NOT ASSUME
ANY RESPONSIBILITY FOR DESIGN, ENGINEERING, OR CONSTRUCTION; FOR THE
SELECTION OR CHOICE OF MATERIALS FOR A GENERAL OR SPECIFIC USE; FOR
QUANTITIES OR SIZING OF MATERIALS; FOR THE USE OR INSTALLATION OF MATERIALS;
OR FOR COMPLIANCE WITH ANY BUILDING CODE OR STANDARD OF WORKMANSHIP.
OMZR130A LOWE'S HOME CENTERS, INC.
SAF 1657
PAGE: 1
PROJECT ESTIMATE
CONTACT: SANCHEZ, JOSE
CUST #: 93340681
PROJECT NUMBER: 327266809
DOORS & WINDOWS ESTIMATE
SALESPERSON: PAZIENZA, FARAH
SALES #: 1175027
DATE ESTIMATED: 05/30/11
QTY ITEM # ITEM DESCRIPTION VEND PART # PRICE
2 39652 ENTRY/EXTERIOR SINGLE UNIT, SU PRODUCTCODE 759.98
1 39652 ENTRY/EXTERIOR SINGLE UNIT, SU PRODUCTCODE 379.99
6 173974 37X63 WH ALUM 3740 SH FL-25 SG 708.00
2 173968 37X38 WH ALUM 3740 SH FL-23 SG 178.00
This Quote is valid until 06/29/11.
MANAGER SIGNATURE UA'1'b
TOTAL FOR ITEMS 2025.97
FREIGHT CHARGES 0.00
DELIVERY CHARGES 0.00
TAX AMOUNT 141.82
TOTAL ESTIMATE 2167.79
THIS ESTIMATE IS NOT VALID WITHOUT MANAGER'S SIGNATURE.
THIS IS AN ESTIMATE ONLY. DELIVERY OF ALL MATERIALS CONTAINED IN THIS
ESTIMATE ARE SUBJECT TO AVAILABILITY FROM THE MANUFACTURER OR SUPPLIER.
QUANTITY, EXTENSION, OR ADDITION ERRORS SUBJECT TO CORRECTION. CREDIT
TERMS SUBJECT TO APPROVAL BY LOWES CREDIT DEPARTMENT.
LOWES IS A SUPPLIER OF MATERIALS ONLY. LOWES DOES NOT ENGAGE IN THE PRACTICE
OF ENGINEERING, ARCHITECTURE, OR GENERAL CONTRACTING. LOWES DOES NOT ASSUME
ANY RESPONSIBILITY FOR DESIGN, ENGINEERING, OR CONSTRUCTION; FOR THE
SELECTION OR CHOICE OF MATERIALS FOR A GENERAL OR SPECIFIC USE; FOR
QUANTITIES OR SIZING OF MATERIALS; FOR THE USE OR INSTALLATION OF MATERIALS;
OR FOR COMPLIANCE WITH ANY BUILDING CODE OR STANDARD OF WORKMANSHIP'.
111111101UIIImeoil I11111111011MINI 111111111 a. Permit
No.
Tax Folio
No. NOTICE OF
COMMENCEMENT State of
Florida County of
Seminole NARYANNE MORSE,
CLERK OF CIRCUIT COURT WNINOLE COUNTY
BK 07574
Pg 16451 llpg) CLERK' S #
2011054220 54220 REMRDED05/
23/8011 11113:01 AN RECORDING FEES
10.00 RECORDED BY
T Smith The undersigned
hereby gives notice that improvement will be
made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is
provided in this Notice of Commencement. 1. Description
of property: (legal description of the property, and street address if available) Yr11-e
vc- aotA UrZ 2-77/ 2. 9feral
descri t' of improvement: v` fit-
n--ehvZ - l 6v1- C- 3. O nem
atto am De. 7 llAddress: `" /-
2- b. Interest in
property: 0 tvh IP&n 1 f-f` c. Name and
address of fee simple titleholder (if other than Owner): Name: IVIA Address: 4. Contractor
Name:
t- Phone number: v •- 7t - c.- Address: R-
i/ c,:- S - rT 3 77 5. Surety Name
4 wLQI 1`
1` _ Address: p1Nb.
Amount of
bond: $ put 19 OF
Ct
t0j, ivol'116. Lender: Name:
Address: SE b.
Lender's
phone number: ott o1 Ta. Persons withintheStateofFloridadesignatedbyOwneruponwhomnoticesorotherdocumenay, sgvgt 12 provided by Section
713.13(1)(a)7., Florida Statutes: Name: Address: 8.a.
In
addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice
as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number
of person or entity designated by owner: 9. Expiration date
of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. P I
I _ of Owner or
Owner's Authorized The foregoing instrument
was authority.... e.g.
officer, trus Signature of Notary
Public ¢ t r p' Personally Known S
VR Pr et Verification pursuant to
Sectioftb25,T the facts stated in
it are true to (h 3o'jt1? I - -- A i• - ,I .. _
V;"..act+ttt:; anager Signatory's Title/
Office before me this day
of , (year) , by (name of person) as (type of t4q,) for (name of
party on behalf of whom instrument was executed) . SEAL) o Type of
Identification
Produced
Under penalties of perjury,
I declare that I have read the foregoing and that and belief. gignature of
Nat al
erson Signi t Above Rev. date 3/2008
IZECEIVED
JUL 5 2011
PERMIT #
PROJECT ADDRESS
CONTRACTOR
PHONE #
CONTACT PER!
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING 716-111
REVISION
7
DATE
i
7MAY 2 2 2011 REVISION
PERMIT #
1' ) DATE-zo r PROJECT
ADDRESS 2 - CONTRACTOR
o N eQ' PHONE #
FAX # CONTACT
PERSONi'"F C \
DESCRIPTION
OF REVISION UTILITY
DEPT FIRE
PREVENTION PLANNING
BUILDING
lr s Z