HomeMy WebLinkAbout914 Holly AveRECEIVED
Y *•
A?
JUL 18 2011
3
r
BY:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Dt7
Application No: Documented Construction Value: $
Job Address: //40 Y Ale
Parcel ID: 25' - 19 -" 30y-- a? / 6 Description
of Work: 1"eJ)X 1(li ZJJ17Clt) &) Historic
District: Yes Zoning:
M.
100 Plan
Review Contact Person: r91-f"L S' " % Title: Phone:
D ? - 3'14! .5 Fax: ,07 G 6%'0 7'7Q E-mail: Property
Owner Information Name
rg 104.5 Phone: 167 .32.3 "l '7'3 Street:
2 -v#7 ' Resident of property? : S City,
State Zip: 57oll 4W fZ 317 7z Name
Street:
City,
State Zip: _ Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
Onli
to MW - ai!du9 vsloM ; CtOS ,
cS do3 231.ax3 mm03 yA1=• PERMIT
INFORMATION satoa 33 % noizaimm03 Building
Permit wA yufaPl li2onO d miff WnS Square
Footage: No.
of Dwelling Units: Construction
Type: No. of Stories: Flood
Zone: Electrical
New
Service.— No. of AMPS: Mechanical (
Duct layout required for new systems) Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads:-
Application is hereby made to obtain a permit to do
work or installation has commenced prior to the isst
meet standards of all laws regulating construction in
must be secured for electrical work, plumbing, sil
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the
be done in compliance with all applicable laws re
WARNING TO OWNER: YOUR FAILURE TO I
RESULT IN YOUR PAYING TWICE FOR IMP]
OF COMMENCEMENT MUST BE RECORDED
FIRST INSPECTION. IF YOU INTEND TO
LENDER OR AN ATTORNEY BEFORE RECOR]
NOTICE: In addition to the requirements of this pet
property that may be found in the public records of
from other governmental entities such as water manai
Acceptance of permit is verification that I will notify
Lien Law, FS 713.
The City of Sanford requires payment of a plan review
to calculate a plan review charge. If the executed contra
plan review fee based on past permit activity level
construction value when the executed contract is submi
permit is released.
Si ature of Owner/Ag Date
Co-tA4—s
Print
lPP 68 i
DEBBIE BLANTON
Notary Public State of Florida
My Comm. Expires Feb 25, 2015
Commission N EE 60182
A ; et%'' bonded Through National Notary Assn.
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
work and installations as indicated. I certify that no
of a permit and that all work will be performed to
jurisdiction. I understand that a separate permit
wells, pools, furnaces, boilers, heaters, tanks, and
information is accurate and that all work will
construction and zoning.
RD A NOTICE OF COMMENCEMENT MAY
MENTS TO YOUR PROPERTY. A NOTICE
POSTED ON THE JOB SITE BEFORE THE
AIN FINANCING, CONSULT WITH YOUR
YOUR NOTICE OF COMMENCEMENT.
there may be additional restrictions applicable to this
county, and there may be additional permits required
nt districts, state agencies, or federal agencies.
owner of the property of the requirements of Florida
A copy of the executed contract is required in order
is not submitted, we reserve the right to calculate the
Should calculated charges exceed the documented
3, credit will be applied to your permit fees when the
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: //
Rev 11.08
OWNER BUILDER STATEMENT/AFFIDAVIT
I
FIR
G
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.
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. flit 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
is leasedlease. If a building or residence that I have built or substantially improved myself sold or 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.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
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.
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.
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
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
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 1-850-487-1395 or at www.myflorida.com/dbpr/yro/cilb/ for
more information about licensed contractors.
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
H-sted below.
i 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.
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.
Property Address: T ` t o L( A
P Y
and cap le of performing
conditions specified above.
Siqnatufe of Owner -Builder
do herebystate that I am qualified
requested construction involved with the permit application filed and agree to the
Form of Identification
Must be Photo ID)
Date
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 Page 1 of 1
PAR C9L,,DETAII- 2rf7TV 72
W
DAVID.IOHH N,CFA,ASA 1111 1111 q a 1110
1k
PROPERTY 278
d a
ri7 _
APPRAISED 6 a o
SETlINOLEOOUNTY)ti
W 10TH ST p
M
9ANFonD. FL32771-1468 407-865 758 1210"
Tol a a 3
VALUESUMMARY VALUES 2011
2010
Working Certified
GENERAL
Value Method
Cost/Market
Cost/Market Parcel Id:25-19-30-
512-1111-0050 Number of Buildings 1 1 Owner: SALYER DAWN Depreciated Bldg
Value 46,029 50,540 Mailing Address: 560 PLEASANT LAKE
DR Depreciated EXFT Value 0 0 City,State,ZipCode: JACKSON MO
63755 Land Value (Market) 10,653 11,668 Property Address: 914 HOLLY AVE
SANFORD 32771 Land Value Ag 0 0 Subdivision Name: MARTINS ADD A
C Just/Market Value 56,682
62,208 Tax District: S1-SANFORD Portablity
Adj 0 0 Exemptions:
Save Our Homes Adj
0
0 Dor: 01-SINGLE FAMILY Amendment
1 Adj 0 0
Assessed Value (SOH) 56,682
62,208 Tax Estimator 2011 TAXABLE VALUE
WORKING ESTIMATE
Taxing Authority Assessment Value Exempt
Values Taxable Value County General Fund 56,682
0 56,682 Amendment 1 adjustment is not
applicable to school assessment) Schools 56,682 0 56,682 City Sanford 56,682 0
56,682 SJWM(Saint Johns Water Management)
56,682 0 56,682 County Bonds 1 56,682
0 56,682 The taxable values and taxes
are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page
Amount
Vaclimp Qualified WARRANTY DEED 10/2005 05948
0931 $150,000 Improved Yes QUIT CLAIM DEED 04/2004
05306 1884 $100 Improved No 2010 VALUE SUMMARY WARRANTY DEED 05/2004 053b6
1862 $56,500 Improved ' Yes 2010 Tax Bill Amount: 1,250 QUIT CLAIM DEED 07/1998
03461 0001 $100 Improved No 2010 Certified Taxable Value and Taxes ADMINISTRATIVE DEED 08/1992 02462
1792 $39,900 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 01/1989 02036
1688 $36,000 Improved Yes WARRANTY DEED 10/1978 01192
1979 $27,300 Improved Yes Find Comparable Sales within this
Subdivision LAND LEGAL DESCRIPTION Land Assess
Method Frontage Depth
Land Units Unit Price Land Value PLATS: Pick.... FRONT FOOT & DEPTH 57 117 .
000 210.00 $10,653 LEG LOT 5 BLK 11 TR 11 A C MARTINS ADD PB 1 PG 98 BUILDING INFORMATION Bid Num Bid
Type Year
Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Buildinq 1
SINGLE FAMILY
1978
6 936 1,261 936 CONC BLOCK $46,029 53,993 Sketch Sketch Appendage I Sqft
GARAGE FINISHED
1325 NOTE: Appendage Codes included in
Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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 Just/Market value. I— http://www. sepafl.org/web/
re_
web. seminole_county_title?parcel=2519305121111005O&c... 5/ 17/2011
This instrument prepared by:
Name: Amy Dunlap an employee of
VENTURE TIME
Address: 705 S. FRENCH AVE., STE B
SANFORD, FL 32771
Return to: VENTURE TTTLE
FME NO. VENIIOSO07
Address: 705 S. FRENCH AVE., STE B
SANFORD, FL 32771
Property Appraisers Parcel Identification Ntunber(s): 25-19-30-
512-1111-0050
Granlee(s) S.S Vs:
SPACE ABOVE TIffS LINE FOR RECORDING DATA
THIS WARRANTY DEED Made and executed the 15th day of July, 2011 by Dawn Salyer Balsman flk/a
Daum Salyi,-rtmarxfed woman, whose post o tce•a ess is 560 Pleasant lake Drive, Jackson, Mo 63755, hereinafter called lire
grantor, to Et!ory Green and Gladys Green, husband an wife, whose post office address is 914 Holly Ave., Sanford, FL 3277I
herdrwfter rallaTtheIrarrtPet--
Wherever used herein the terms "grantor _ " include all the parties to this instrument singular and plural, the heirs,
legal xepresm-datives and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits
or requires.)
M27VTSSETH: That the said grantor, for and inconsideration of the sum often dollars ($10.00) and other valuable
considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, alien, reprise, release, convey and
confirm unto thegrantee all that certain land situate in SEMINOLE County, State of Florida, viz:
Lot 5, Block 11 of 77ER 11, A.C. MARTIN'S ADDITION TO SANFORD, according to the plat thereof
as recorded in Plat Book 1, Page(s) 98, of the Public Records of Seminole County, Florida.
THE PROPETY IS NOT TIE HOMESTEAD PROPERTY OF THE GRANTOR NOR IS IT ADJACENT
TO OR CON77GUOUS VMW TREIR HOMESTEAD PROPERTY.
Together, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has good
right and laufui authority to sell and convey said land; that it hereby fully warrants the title to said land and will defend the same
against the lawful claims of all persons whomsoever; and that said land isfree of all encumbrances, except taxes accruing subsequent
to December 31, 201I, FURTHER SUBJECT TO restrictions, reservations, covenants and easements of record, if any, however this
reference shall not operate to reimpose same.
tit Witness Whereof the said grantor has signed and sealed these presents the day and year first above written.
Signed, sealed and delivered in the presence of
Witness .Signature
P--jr: -Ac &S 15r7'tA..
Printed Name
Wit St Eum
Printed Name
r"
A 0-)
Dawn Sayer Batsman
STATE OF A I `JS()U it 1
COUNTY OF (Y . 19 P -z,ira trckf M-1
The foregoing instrument was acknowledged before me this L -3 day cf July, 20I1 by Dawn Salyer Batsman, he/She is personally
known to me or who produced ^ U (I e S t (` PK C r as identification and who did/did not take an oath.
Notary Pupliq • Na4ry Seal'. Iseall State of Missouri IryPubCommissionedforCapeGirardeauCountyMyCommissionRxIrls: My Commission Expires: Jan. 25k2014
10485944
J1 OFFICE
PERMIT # 72 z
om
ra
BCIS Home. Log In :User Registration Hot Topics: Submit Surcharged Stats &Facts: Publications: FBC
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USER: Public User
Product A . groval Menu > Product or Application Search > Application List > Application Detail
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
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
FL11613
New
2007
Approved
r
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
F Evaluation Report - Hardcopy Received
Robert A. Walz
PE-40456
Architectural Testing, Inc.
12/31/2011
Steven M. Urich, PE
F- Validation Checklist - Hardcopy Received
Certificate of Independence FL11613 RO COI_CCF10312008_00001.pdf
I
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 11/052008
Date Validated 11/05/2008
Date Pending FBC Approval 11/132008
Date Approved 12/102008
Summary of Products
FL # Model, Number or Name Description
11613.1 M2246 Mullion Aluminum structural mullion. For usi
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
Impact Resistant: No Created by Independent Third Part
Design Pressure: +75/-75 Evaluation Reports
Other: See Evaluation report for actual design pressures for various FL11613_RO_AE_Mullion evaluatic
sizes. Created by Independent Third Part
Back liea
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclair
Product Approval Accepts:
VfiFIFY
9N
SECTION 8
1--1' MIN. EDGE
PENETRATION
1-1/2 MIN.
MULLION CLIP
UT000022
SEE INSTALLATION
NOTES
SEE INSTALLATION NOTES
1
1-1/2' MIN
PENETRATION
F- I- MN. EDGE
SECTION A
TWIN OR TRIPLE
MULLED WITH MULLION
M-22a6
U-2I46 VERTICAL MULLION DESIGN LOAD (PSF)
1DM 21-5/3' 25-5/8 22-5/8 33-5 37-7/ 41-3/8 61-5/6 73-5/e
37-1/4 317a 3-733173 3-76 3175 3-75 3-7a 3-75
41-1/4• 2175 317a 3,75 115 73 7a 76 3,78
46-1/4 2-75 7a 3176 3.75 2,75 3.78 2.78 2,75
53-1/a 2-75 2,75 3-75 3-75 73 7a 73 73
57-1/4 7a 75 3,73 1a 7T ai a3 03
A5-1/. s74 715 ao 63 W 88 N Ia
69-1/4 3-75 71 84 a! a6 81 14 43
77-1/4 72 e2 ae eT a 11 3a 3a
MULLION SPECIFICATION NOTES,
1) CHART APPLIES ONLY TO MULLION M-2248 WHEN USED
TO MULL FIXED HALFROUNOS. TRANSOMS OR SPECIALTY
UNITS
2) MULLION SMALL BE 6063-T5 ALUMINUM ALLOY AND TELIPER
3) WINDOW HEIGHT IS HEIGHT OF WINDOW BELOW TRANSOM.
TRANSOM HEIGHT VARIES. SEE TABLE.
WIND T ATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE
5) MULLION SPANS AND DESIGN PRESSURES LISTED N CHART
SATISFY 2007 FLORIDA BUILDING CODE REODUREYENTS FOR
STRENGTH. DEFLECTION AND ENO REACTION ANCHORAGE.
6) MULLION IS NOT APPROVED FOR WIND-BORNE OMS REG10N5
VATHOUT AN APPROVED PROTECTION DEVICE INSTALLED.
7) REFER TO REPORT WE-2008-155 FOR MULLION ANALYSES,
8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 314
MULLION IMSTAI I ATIDN NOTES,•
1) INSTALLATION MUST USE MULLION CLIP MT000022.
2) INSTALLATION Omit- 15 FOR STRUCTURAL NTEGATY ONLY.
3) INSTALL TWO (2) Al2 U 3' WOOD SCREWS
WITH LWWM 1-1/2- EMBEDMENT.
a) WOOD FRAMING SHALL BE PRESSURE TREATED SPRUCE
PINE FIR (G-0.42)
Ei 6% EST MMRRET SRDT - DMTL PA - I IDT0-M
WI DON1/lOMM
liajlrykbwAft% OAF wdo tom
ulleca"Am `1mft r.Ir`wI 6""°`..r1."r i'"I7'ii TITLE M-2246 FIN VERTICAL INSTALLATION
rrArA.A6rlrwwNllr rwwA161e61Ie®.rlwAErW 1
WW7 Na 6IY08001N8AM000OLI, NC.NM/do"
1.
SECTION B
CONCRETE OR
CMU
v a
d
0
2-5/8' MIN.
F-7 EDGE DISTANCE
d
1-3/8' MIN.
EMBEDMENT
1
MUWON CUP
MT000022
SEE INSTALLATION
NOTES
ROUGH M-2246
OPENING
SECTION C
SEE INSTALLATION NOTES
MULLION CUP
UTOOD022
I I
I i
t 8 MIN
CONCRETE SILL ° ° EMBEDMENT
e
e a
o a
SECTION A 2-5/8' MM
EDGE DIST.
TUN TAdUMuLLEOwHLILRAJON
M-22.6
N-2746 VERTICAL WAUGH DESIGN LOAD (PSFM
qM 21_5/0 25-0ro 29-5/6 33_5/6 37-7/6 41-5ro el-Sro 73-513
37-1/4- 2--75 78 78 2-76 3-79 3-75 3-75 78
41-ICI- 2-76 76 3175 3176 3176 3176 2075 75
4I-1/4' A 75 2-76 3-75 2,76 3-75 3173 3,75 a 76
53-1/. 75 3-75 75 3-75 3175 73 73 73
57-1/. 3,75 P 76 76 s 74 71 00 63 63
65-1/.' sX 75 82 63 60 66 0 A
PM 71 66 Sa 61 61 N N
1,7-1/4 n am 61 q A
1
35
MULLION SPECIFICATION NOTES,
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROUNOS, TRANSOMS OR SPECIALTY
UNITS
2) MULLION SHALL BE 6063-75 ALUMINUM ALLOY AND TEMPER.
3) WNDOW HEIGHT IS RE04T OF XMDOW 6ELOM TRANSOM.
TRANSOM HEIGHT VARIES. SEE TABLE.
STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE
WIND LOADS
S) MULLION SPANS AND DESIGN PRESSURES LISTED IN QIMT
SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR
STRENOTH. DEFLECTION AND END REACTION ANCHORAGE
6) MULLION IS NOT APPROVED FOR WMD-BORNE OEM$ REGIONS
wTHOUT AN APPROVED PROTECTION OEVICE INSTALLED.
7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES.
8) VERTICAL MMUON CAPACITIES AM INSTALLATION PER SHEET 3/4
MULLION INSTM I AIM NOTES,
1) INSTALLATION LUST USE MULLION CUP MT000022.
2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY
3) INSTALL TWO (2) 3/1V DIAMETER X 2' LONG TAPCON
ANCHOR WIN MINIMUM 1-1/2- EMBEDMENT OR TWO (2)
1/4- X 2- POWERS TAPPER ANCHOR WITH MINIMUM 1-3/8-
EMBEDMENT PER MANUFACTURERS INSTRUCTIONS
114"ANDXI MI WINDOWS AND DOORS
i50 ZESTMIM1eIET SIRRPAI GIML - I70.10-6TR 1f01R11
IwYln M-2246 F UWGE VERTICAL 11K71ALLA IM
F
SEETAKE
L
TWIN SH, PW OR SLIDER
WITH TRANSOM, HALFROUND. ETC.
WITH HORIZONTAL MULL M-2246
1-3/8- MINA
EMBEDMENT
2-5/8" MIN.
EDGE DISTANCE
a
V
v
CONCRETE OR
CMU
VARIES. SEE TABLE
SEC71ON B
r— ROUGH OPENING
I I I-1.
69
MULLION CLIP vI
M T000022
1pa
SEE INSTALLATION
NOTES
SECTION A
M-2246 HORIZONTAL MULLION DESIGN LOAD (PSF)
woTM
oa7
21-5/e' 25-5/e 29-5/e 33-5/e 37-7/8 41-5/e' 61-5/e 73-5/e
37-1/4' 2175 7a 75 85 53 47 20 24
41-1/4- 75 76 75 02 51 45 20 23
49-1/4' 7a 75 71 as 48 42 20 21
53-1/4- 7a 2175 as as 48 41 25 20
57-1/4- 75 2,75 58 a4 45 40 24 10
65-1/4' 7a 2175 62 a1 42 38 23 to
69-1/4- 7a aD 80 a41 37 22 17
77-1/4' 7a aD 50 47 30 35 21 to
TRANSOM 21-s/e' 2s-5/8 29-5/e 33-5/e 37-7/e 37-7/e 37-7/e 37-7/e
TWO /)I mine,)"
DETAIL I
PECIFICATI
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROUNDS. TRANSOMS OR SPECIALTY
UNITS
2) MULLION SHALL 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
WIND LOADS.
5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART
SATISFY 2007 FLORIDA BUILDING CODE REOUIREMENTS FOR
STRENGTH, DEFLECTION AND END REACTION ANCHORAGE.
6) MULLION IS NOT APPROVED FOR WINO -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 SHEET 3/4
MULLION INSTALLATION
1) INSTALLATION MUST USE MULLION CLIP MT000022.
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.
MI WINDOWS AND DOORS
WlDOWSAiD
TI1LE W2248 FLANGE HORQONTAL INBTAUATM
r
T
SEETA&Z
L
VARIES. SEE TABLE
TWIN SH, PIN OR SLIDER
WITH TRANSOM, HALFROUNO, ETC.
WITH HORIZONTAL MULL M-2246
AL
MIN.
WOOD FRAMG
By OTHERS
ROUGH OPENING
MULLION CUP
MT000022
Q/
SEE INSTALLATION
NOTES
SECTION A
SECTION B
M-2246 HORIZONTAL MULLION DESIGN LOAD fPSFI
W01N
10/T
n-s/e' zs-s/e z9-s/a 3s-s/e n-7/e s/e• a,-s/e n_s/a
37-1/4• 76 75 72 aD 46 43 2e 21
41-1/4' 21,75 75 80 57 47 41 25 20
49-1/4' 2,78 76 84 83 44 39 23 10
53-1/4' 2,75 3-76 e2 a1 42 37 23 1e
57-1/4• 75 74 e0 49 41 36 22 16
65-1/4' 76 e9 66 4e 39 34 21 17
69-1/4' 75 67 61 45 3e 33 20 1e
77-1/4' 76 e3 61 42 3e 32 19 le
TANsou 21-5/e' 25-5/e 29-5/B 33-5/e 37-7/8 37-7/e 37-7/e 37-7/0
e1 mnvo"
DETAIL 1
MULL[ _SPECIFICATION N
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROUNDS, TRANSOMS OR SPECIALTY
UNITS
2) MULLION SHALL BE 6063-T5 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
WIND LOADS.
5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART
SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR
STRENGTH, DEFLECTION AND END REACTION ANCHORAGE.
6) MULLION IS NOT APPROVED FOR WIND-BORNE DEBRIS REGIONS
WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED.
7) REFER TO REPORT VVE-2008-158 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) #12 X 3- LONG WOOD SCREWS
WITH MINIMUM 1-1/2- EMBEDMENT.
4) WOOD FRAMING MALL BE PRESSURE TREATED SPRUCE
PINE FIR (G-0.42)
mrlMI WINDOWS AND DOORS
i
TrME M•2M FIN HOROWAL IN8 ALLM M
SCIS Home Log In User Registration Hot Topics Submit Surcharge
s Product Approval
USER: Public User
http://www.Floiidabuilding.oro,/pl/pi app_dtl.a,;px?param=w..
pK tip lltr rfcx; rAGA11 7 1t!!t GQ CritAtti!C,j
PERMIT#_fZL
P. nd-xt A!g.+tvii uesm > Yi twat.! of La,! > Application Detail
FL #
Application Type
t;'M. ""•a Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
OFFICE
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL10350-R4
Revision
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
Single Hung
Certification Mark or Listing
RECEIVE
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
r-
i Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 506 2006
AAMA/NWWDA 101/I. 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
06/21/201101:01 PM OFFICE
Florida Building Code Online
http://www.tlofidabuiIdin-.org/pr/pi app_dtl.aspx?pai-am=w.
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
Method 1 Option A
03/01/2010
03/01/2010
03/05/2010
04/07/2010
L # Model, Number or Name Description
10350.1 185/3185 Fin Frame Equal Lite 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: +50/-50
Other: H-R50 Missile Level D, Wind Zone 3
10350.2 185/3185 Fin Frame Equal Lite
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: H-LC50
0 0 Pagel/20
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185 3185 SFI Fit.)52X72
R50 78146.01.109.44 pdf
Quality Assurance Contract Expiration Date
11/20(2011
Installation Instructions
FL10350 R4 II Installation Instructions - 185-3185 SH FIN
78146,01.109fAs Tested)odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
52x78 Single Glazed 1/8" Tempered
Certification Agency Certificate
FL10350 R4 C CAC APC 185.3185 SH 84075 04 109 47 FIN
52X78 LC50 .odf
Quality Assurance Contract Expiration Date
07/15/2012
Installation Instructions
FL10350 R4 II Installation InStruclions - 185?105 SH FIN IFl
Tested 84075 04 1) odl
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.3 — --_—^ 185/3185 Fin Frame Equal Lite— — — 36x72 Single Glazed 1/8" Tempered
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
10350.4 185/3185 Fin Frame Equal Lite
Certification Agency Certificate
F1.10350 R4 C CAC APC 185.3185 5H 84075 04.109 47 FIN
26X 72 LC60.0
Quality Assurance Contract Expiration Date
07/15/2012
Installation Instructions
FL10350 R4 II Installation Instructions - 185-3185 SH FIN (As
Tested 84075 04 2) pol
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x72 Insulated 1/8" Annealed
2 Dt 7
06/21/201 1 01:01 PM
Florida Building Code Online http://www.tloiidabuildincl.or,-/pt/pr app_dtl.aspx'?patain—w.
3of7
Limits of Use
Certification Agency CertificateApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes FL1035t7 R4 G CA0 APC 135-s185 SI-1 85550 109 47 FIN
Impact Resistant: No
36X72 R55 .odf
Quality Assurance Contract Expiration DateDesignPressure: +55/-55 08/29/2012
Other: H-R55 Installation Instructions
FL10350 R4 II Installation Instructions - 185-3185 SH FIN rAs
Tested 85550.02) odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
I
Evaluation Reports
Created by Independent Third Party:
10350.5 185/3185 Fin Frame Equal Lite 52x72 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate---—
Approved for use In HVHZ: No FL10350 R4 C CAC APC IMPACT 185-3185 SI-I FIN 52X72iApprovedforuseoutsideHVHZ: Yes R55 78154.D1.109.44 odf
Impact Resistant: Yes Quality Assurance Contract Expiration DateDesignPressure: +55/-55 11/05/2011
Other: H-R55, Missile Level D. Wind Zone 3 installation Instructions
FLID350 R4 11 Installation Instructions - 185-3185 SH FIN
78154.01 tAs Tesledl odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.E 185/3185 Fin Frame Equal Lite 36x72 Insulated Glass
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes F1-10350 R4 C CAC APC 94105.01-109.47-RO 185-3185 SH
Impact Resistant: No FIN 36X 72 R55.pdf
Design Pressure: +55/-55 Quality Assurance Contract Expiration Date
Other: H-R55
08/26/2013
Installation Instructions
1110350 114 II 185SI•I FIN 94105 Ot odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.7 185/3185 Fin Frame Orielriel 52x72 Insulated Laminated Glass
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate --
Approved for use outside HVHZ: Yes FL10350 R4 C CAC APC IMPACT 185-3185 SH FIN 52X72
Impact Resistant: Yes
R50 78156.01-109.44.pd
Design Pressure: +55/-55 Quality Assurance Contract Expiration Date
Other: H-R55 Missile Level D, Wind Zone 3
11/19/2011
Installation Instructions
FL10350 R4 II Installation Instructions - 185.3185 SH FIN
8156.0liAs Testedl.pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.8 185/3185 Fin Frame Oriel52x90 Single Glazed 1/8" Tempered
Limits ofof Use
Certification Agency CertificateApprovedforuseinHVHZ: No FL10350 R4 C CAC APC: 185-3185 SH 8555D 01 t09 47 FINApprovedforuseoutsideHVHZ: Yes 2X90 R50 .odf
Impact Resistant: No
Quality Assurance Contract Expiration DateDesignPressure: +50/.50 08/29/2012
Other: H-R50
Installation Instructions '
FL10350 R4 II Inst llalion Instructions 185 3185 SH FIN to
Tested 85550 011 pdf
I
Verified By: American Architectural Manufacturers Association IIII
06/21 /2011 01:01 PM
Florida Building Code Online littp://www. floddabuilding.orb/pt/pr_app_dtl.aspx?paranl=w..
10350.9 185/3185 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
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
52x72 Single Glazed Laminated Glass
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185-3185 SH FIN 52X72
A50 78148 01.109.44 odf
Quality Assurance Contract Expiration Date
11 /27/2011
Installation Instructions
FL10350 R4 II Installation Instructions - 185.3185 SH FIN
78148.01.1091As Tesledl Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10350.10 185/3185 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 Oriel
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
10350.12 185/3185 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
10350.13 185/3185 Fin Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FI.10350 R4 C CAC APC IMPACT 185-3185 SH FIN 36X84
R55 78160 01-109.44 odf
Quality Assurance Contract Expiration Date
11/06/2011
Installation Instructions
Fl.10350 R4 II Installation Instrucuons - 185.3185 SH FIN
78160.01 (As Testedi 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—
F-L10350 R4 C CAC APC IMPACT 185.3185 SH FIN 36X84
1355 78158 01-109--t4 odf
Quality Assurance Contract Expiration Date
11/08/2011
Installation Instructions
R.10350 R-1 11 Instaliation Instructions - 185.3185 SH FIN
78158.01 (As Testedl odi
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
FI.10350 1i4 C CAC APC IMPACT 185.3185 SH FIN 36X84
R50 78152 01.109-44 pdf
Quality Assurance Contract Expiration Date
11/21/2011
Installation Instructions
FL10350 R4 II Installation Instructions - 185.3185 SH FIN
7815Z01-109-44 (As Testedi Ia
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x84 Single Glazed Laminated Glass 510 sash
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 135't85 SH FIN 36X84
4of7
06/21 /201 1 01:01 PM
Florida Building Code Online http://www. flori dabu i ldi ng. .org/pr/pi*—aP . aspx?partm=w.
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: H-R50 Missile Level D, Wind Zone 3
R50 78150.01.109-44 odi
Quality Assurance Contract Expiration Date
11/06/2011
Installation Instructions
FL10350 R4 II Installation Insiructioiis - 185- 185 SH FIN
78150.01.109-14 (As rested)of
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1_ 0350.14 185/3185 Flange Frame Equal Lite 52x72 Insulated Laminated Glass I
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
10350.15 — 1 185/3185 Flange Frame Equal Lite
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
10350.16 185/3185 Flange Frame Equal-lite
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
10350.17 ! 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
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185.3185 SH FLG 52X72
R55 78155.01-109.44 odf
Quality Assurance Contract Expiration Date
11/05/2011
Installation Instructions
FLi=C350 R4 II Installation Instructions - 185.31°5 Flanae SH
78155 01 AS TESTED odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x72 Insulated Glass
Certification Agency Certificate
FL10350 R4 C CAC APC 94106.01.109.47 RD 185-3185 SJ
FIG 36X72 R60 odf
Quality Assurance Contract Expiration Date
08126/2013 Installation Instructions FL10350 R4
II 08.
00802 odf Verified By: Roberto Lomas
PE PE-62514 Created by Independent Third
Party: Yes Evaluation Reports FL10350 R4
AE 511346
odf Created by independent Third
Party: Yes 51x72 Single Glazed 3/
16" Annealed Certification Agency Certificate FL
10350 Rj C
CAC APC 185-3185 SH Flo OR EO 51X7" 7 r 695.01.
1 U9.4 TI)dl Quality Assurance Contract Expiration
Date 01/09/2012 Installation
Instructions F L
10350 R4
II scan0001 1x1f Verified By: American Architectural
Manufacturers Association Created by Independent Third
Party: Evaluation Reports Created by
Independent Third
Party: 5lx72 Single Glazed 3/
16" Annealed Sash and 3/16" Tempered fixed lite Certification Agency
Certificate _ `-- FL10350
R4 C CAC
APC 185-3185 SH Flo EO SG Fixed Temu 51x72 77695.U7.
109.47 off Quality Assurance Contract Expiration
Date 01/09/2012 Installation
Instructions FL10350 R4
II s2an0001
ndl Verified By: American Architectural
Manufacturers Association Created by Independent Third
Party: Evaluation Reports 5 of
7 06/
21/2011 01:
01 PM
Florida Building Code Online http://www.floiidibuildinc,.org/pr/pji-app—dti.aspx?pai-aiii=w
Created by Independent Third Party:
10350.18 1185/3185 Flange Frame Oriel
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
10350.19 185/3185 Flange Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-R55 Missile Level D, Wind Zone 3
10350.20 185/3185 Flange Frame Oriel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-R55 Missile Level D, Wind Zone 3
Go to Page
52x72 Single Glazed Laminated Glass
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185-3185 SH FLG 52X7
R55 78149.01.109.44.odf
Quality Assurance Contract Expiration Date
11/20/2012
Installation Instructions
FL10350 R4 II Installation Instructions - 185-3185 Flange SH
78i49.01 AS TESTED.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x84 Insulated Laminated Glass
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185-3185 SH FLG 36X84
R55 78161.01.109.44.ndf
Quality Assurance Contract Expiration Date
11/07/2011
Installation Instructions
FL10350 R4 If Installation Instructions - I85-3185 Flange SH
73161.01 AS TESTED odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x84 Insulated laminated Glass 5/0 sash
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185.3185 SH FLG 3BX84
R55-,8159.01.109-44.pdf
Quality Assurance Contract Expiration Date
11/08/201 I
Installation Instructions
FL10350_ R4 11 Installation instructions - 185v165 9=1---- SH
781%01 AS TESTED.pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
00Page 1/200 Sack
Nexl Department
or community Affairs Florida
Building Code Online Codes
and Standards 2555
Shumard Oak Boulevard Tallahassee.
Florida 32399-2 too 850)
487.1824. Fax (850) 414.8436 Q
2000.2010 The Stale of Florida All rights reserved. Privacy
Stateren, 1 COdyrioht Statement I Accossidlily Statement 1 Ptua-in Software I Customer Service Survey I Contact Us Product
Approval Accepts: n:
hxF 6ot7
06/
21/2011 01:01 PM
Florida Building Code Online littp://www.tloridabuildintr.oro/ r/ r arcPP pp_dtl.aspx.parain=w.
Yor t gn Mom, Trwted
7 of 7
06/21/2011 01:01 PM
11
13
14
15
17
23
FA
F
F
F
F
52" MAX. WIDTH
6" MAX. T 4
IA.X O.C. 6" MAX.
I
18513185 SINGLE HUNG FLANGE FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t60PSF NONE
TABLE OF CONTENTS
SHEET NC.I DESCRIPTION
1 1 ELEVATON AND GENERAL NOTES
2 1 INSTALLATION DETAILS
1
1AAX.
1 I
m
90"
MAX.
1ICIGHT
I
REV•SICNS
REV OESCRIPPON ' oar: I a-PlmvEo
NOTES:
1) THE PRODJCT SHOWN HERE 'N IS DESIGNED AND MANUFACTURED
TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BJILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE JESIGNEC AND
ANCI-ORED TO PROPERLY TRANSFER ALL LOADS TO S-RJCTURE.
FRAMING AND MASONRY OPENING IS THE RESPONSIBiLiTY OF T,-;E
ARCHTECT OR ENGINEER OF RECORD.
3) RESPONS B!LITY OF SELECTING FENESTRATION PRODUCTS TO MEET
ANY APPLICABLE LOCAL 11WS, BUILDING CODES, ORDINANCES OR
OTI-ER SAF_.Y RCOUIRCMENTS RES- SOLCLY WITH ViE ARCHi-ECT.
ENGINEER OF RECORD, BUILD NG OWNER OR CONTRACTOR.
4) APPROVED IMPACT PROT_CTIVE SYSTEM IS REQJIRC FOR TIIIS
CIRODUCT N WIND BORNE DEBRIS REGIONS.
5) UNITS MUST BE GLAZES PER ASTM E 1300.
6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NO- USED I.\ -yE
DESIGN % '1-E NRODL'CF SHOWN HEREIN. WIND LOAD DJHA::ON
FACTOR Ca='.6 WAS USED FOR WOOD ANC-40R CALCULATIONS.
7) FOR ANCHORING ,NTO WOOD =RATING OR 2X BJCK. LSE #10
WOOD SCREWS OF SUFF,CENT LENGTH TO ACHIEVE A 1 3/8"
MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN
IN ELEVAT.ON AND INSTALLAT ON DETAILS.
8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW
TAPCONS C' SUF;-ICIENT LENGTH TO ACHIEVE A 1 1/4" M!N,MJM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATI014 AND NSTALLATION DETAILS.
0) AL,_ FASTENERS -0 BE CORROS,ON RESISTANT.
NSTALLATIONI ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
AINCFOR MANt.-FACTUR=R'S NSTALLATION INSTRUCT;ONS, AND
ANCHORS SHALL NO- BE USED IN SUBSTRATES WITH STRENGTa-IS
LESS IHAN IHE MINIMUM SIRENGFri SP=C11'1ED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVIT" OF G=0.42
B. CONCRETE - MINiIVUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE 1 (OR GREATER).
12) FRAME MATERIAL TO BE ALUMINUM 6063-T5 .055 THICK
13) .APPROVED CONFIGURATIONS: ORIEL AND EOUAL UNITS.
MAXIMUM D.L.O. 49 1/4"x5l"
15) IF EXACT WINDOW S:Z_ IS NOT GIVEN USE ANCHOR QUANTITY FOR
NEX- -ARGER SIZE.
MI WINDOWS AND DOORS
4314 ROUTE 209
ELIZABETHVILLE, PA 17023
1111urrrrr
NNJ S 4t' L 04f
v•G EN&- ,cP
ir% p 61 *= 185/3185 ALUMINUM SINGLE HUNG WINDOW
FLANGE FRAME NON -IMPACT
ELEVATION AND NOTES
0
TAT OF . 44/ Z`
DRRAWN:
L.
cwc N0. REV
O8-00802
SCo1E ONALIE NNNPATESHEETNTS7/13/09 1 OF 2
MASONRY/CONCRETE 2 5/8" MINIMUM
3" OTHERS
EDGE DISTANCE
iX BUCK TO BE
PRCPER-Y SECURED d 1 1/4"
MIN.
EMBEDMENT
v
CAJLK BETWEEN
FLANGE AND BUCK
i
1/4
i - MAX. Si-iM
3/16" TAPCON
INTERIOR
EXTERIOR
3/16" TAPCON
I
DERIMETER
CAULK
r SIOOLOTHERS
3Y CTIICRS
MASONR" /CONCRETE
OR PRECAST SILL
3- OTHERS
I .MB=DMCN1
v
2 5/8" M NIMWd
EDGE DISTANCE
VERTICAL CROSS SECTION_
MASONRY/CONCRETE INSTALLATION
If" MAX. SH,M -1 I I----t- 1 1/4" MINIMUM EMBEDMENT
I •
it r •
a-
I
1X BUCK TO BE
V e
PROPERLY SECURED
JAMB CROSS SECTION
MASONRY/CONCRETE INSTALLATION
2 5/8"
MINIMUM
EDGE
D STANCE
MASONRY/CONCRETE
BY OTHERS
3/16" TAPCON
2X B.CK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECLREr.
CA"I K P_F-''N F?I
FLANGE AND SUCK
10 WOOD SCRFW % I
EXTERIOR
410 WOOD SCREW
ERIMET_R CAULK
BY OTHERS
2X BUCK OR
WOOD FRAMING
BY OT IERS
TO BE PROPERLY
SECUREL L-
RVASIDNS
REV DESCR PMIN DATE APP7fv_:
1 3/" MIN.
EMBEDMENT
1
1/4" MAX.
SH-M
INTERIOR
1 /a" MAX. SH-M
1 3/8" MIN.
EMBEDUF,-\T
VERTICAL CROSS SECTION
2XBUCK OR WOOD FRAMING INSTALLATION
1/4 1 3/8" MIN MUM
MAX. SHIM I- EMBEDMENT
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
JAMB CROSS SECTION
2X BUCK OR WOOD FRAMING INSTALLATION
I WINDOWS AND DOORS
s V..IIlIlil,
10 WOOD SCREW
4314 ROUTE 209 J J S RE C 41ELIZABETHVILLEPA17023GN s
185/3185 ALUMINUM SINGLE HUNG WINDOW
FLANGE FRAME NON -IMPACT
INSTALLATION DETAILSAILS
cD 51 • * = 0tv
4
TATOFF 00.
NA`1E?`
DRAWN DWG
NO. 08 REV
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SRCALE
DArENTS7/13/09 2 OF 2
14
Plans Examiner,:5-c.1
Application #:
City of Sanford
Building & Fire Prevention Division
Response to Comments
Submittal Date: O ri t d- 1 1
Project Address:
Contact Person:
Contact Phone #:
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