HomeMy WebLinkAbout121 Bent Oak CtRECEIVED
APR 112011
CITY OF SANFORD
BY: B_UI DING & FIRE PREVENTION
PERMIT APPLICATION
2/
Application No: l I 119 Documented Construction Value: $ ;4-FBB IIA
Job Address: t ZI behi' 04k ( Historic District: Yes No
Parcel ID: Zoning: `
Description of Work: R-&0LQ.tw4 c4 of W6-\
Plan Review Contact Person: Title:'
Phone: Fax: I E-mail:
Property Owner Information
Name NS Phone: L10 7 • ZZl • O H)
Street: r i21- Wyk aResident of property? City,
State Zip: P v t 4 C1, 3Z7`73 Contractor-
Information Name
V A ir-z p_ 0- Ya L, Phone: k0 l- 9 K 7- Street:
2 7 5 - fl 24 h g e Ave- . ` 500- z + Z, - Fax: -10 -7 , l 213 City,
State Zip: 000,v\do r—, 32,06 State License No.: c6c_(a53-1o3 Name:
Street:
Architect/
Engineer Information Phone:
Fax:
City,
St, Zip: E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit eSquare
Footage: Construction Type: No.
of Dwelling' Units: Flood Zone: Electrical
Plumbing No.
of Stories: New
Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical (
Duct layout required for new systems) Fire Sprinkler/Alarm 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.
Signature of Owner/Agent
Print Owner/Agent's Name
y r l
Date Signature of Contractor/gent Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: Jft L1-11 11
ENGINEERING:
COMMENTS:
UTILITIES:
VI Or k-C //
Print Contractor/Agent's Nalne
Signature of Notary -State of Florida Date
coM r
s cfk
o anuaryr oy NCO
Contractor/Agent is `ei% owXio ge or
Produced ID
WASTE
BUILDING:
Rev 11.08
Ethics Construction. CBC1253703
Design, Build and Create
925 SR 434 Winter Springs FL 32708
Gregg Necrason #407/758/5889
nec_rasoru>>mac.comice_ .--
TO DJ Et Kim Medlong
IL I (Sent UaK Lt.
Sanford Fl, 32773
Hm# 407/330/0243
Cell#407/221/6910
INVOICE # 102
DATE: APRIL 7, 2011
Victor Kelly Cell# 407/947/1228
Fax#407/478/1213
Vkellvl sy_ hoo.com
CBC#1253703
Uccupatlonal LICP SUUU-10' ?3"
General Liability Insurance Policy# 72740049
I SALESPERSON JOB PAYMENT TERMS DUE DATE
j Vic Kelly 121 Bent Oak Ct. Draw Schedule Upon Completion
i TURNKEY "MATERIAL AND LABOR INCLUDED" UNIT PRICE LINE TOTAL
Tear out existing windows, re -buck all rough openings with
pressure 1x4.
I Installation of 11 new insulated vinyl windows caulked and sealed i I
from inside and out.. '
Permit and inspection will be obtained upon completion.
I I +
i i
I
SUBTOTAL $2,180.00
Add 7 % Tax is accounted for, in material supplies only. SALES TAX ji
2,180.00
TOTAL
THANK YOU FOR YOUR BUSINESSI
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
f 9!•'.* b'T.s
DAVID JOHHNSSOOM CFA. ASA
24 3t2577 :i3
t
PROPERTY
2E 40
gs, ` 91
1, S
APPRAISER
rr S1
YL. SEMINOLE CO+UNTF p3
m
7S33 e `1S SANFORD,
FL32771-1466 dg dd 74 ; p r r'
wF4
J_ ••• f7sr
407-665-7506 d0
6' d, VALUE SUMMARY
VALUES 2011
2010 GENERAL
Working
Certified Value
Method Cost/Market
Cost/Market Parcel Id: 11-20-30-505-0000-0300 Number of Buildings 1
1 Owner: HOWELL DARLYNN J & Depreciated Bldg Value 64,
565 70,870 Own/Addr: MEDLONG KIMDepreciatedEXFTValue653
653 Mailing Address: PO BOX952617LandValue (Market) 15,
000 18,000 City,State,ZipCode: LAKEMARYFL32795LandValueAg0
0 Property Address: 121 BENTOAKCTSANFORD32771Just/Market Value 80,
218 89,523 Subdivision Name: HIDDEN LAKEPH3UNIT1TaxDistrict: S1-SANFORD
Portablity Adj 0 0 Exemptions: 00-HOMESTEAD (1994)
Save Our Homes Adj 0 5,831 Dor: 01-SINGLE FAMILY
Amendment 1 Adj 0 0 Assessed Value (SOH) 80,
2181 83,692 Tax Estimator 2011 TAXABLE
VALUE WORKING
ESTIMATE Taxing Authority Assessment Value
Exempt Values Taxable Value County General Fund 80,
218 50,000 30,218 Amendment 1 adjustment Is
not applicable to school assessment) Schools 80,218 25,000 55,218 City Sanford 80,218
50,000 30,218 SJWM(Saint Johns Water
Management) 80,218 50,000 30,218 County Bonds 80,2181
50,0001 30,218 The taxable values and
taxes are calculated using the current years working values and the prior years approved millage rates. 2010 VALUE SUMMARY SALES
Tax Amount (without
SOH):
989 Deed Date Book Page
Amount Vacllmp Qualified 2010 Tax Bill Amount:
872 WARRANTY DEED 10/1987
01893 1891 $64,900 Improved Yes Save Our Homes (SOH)
Savings: 117 WARRANTY DEED 09/1983
01487 1750 $52,400 Improved Yes 2010 Certified Taxable Value
and Taxes DOES NOT INCLUDE NON -
AD VALOREM ASSESSMENTS Find Comparable Sales within
this Subdivision LEGAL DESCRIPTION LAND Pick...
0- Land
Assess
Method FrontageDepthLandUnitsUnitPriceLandValuePLATS: LOT 0 0 1.
000 15,000.00 $15,000 LEG LOT 30 HIDDEN LAKE PH 3 UNIT 1 PB 27 PGS 44 TO 47 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
1983 6 1,262 1,810 1,262 CONC BLOCK $64,565 Sketch 72,955 Appendage
I
Sqft OPEN
PORCH FINISHED / 35 Appendage I Sqft GARAGE
FINISHED / 513 NOTE: Appendage Codes included
in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE
Description Year
Bit Units
EXFT Value Est. Cost New ALUM SCREEN PORCH W/
CONC FL 1987 192 653 $1,632 NOTE: Assessed values shown
are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased
a homesteadedproperty your next ear's property tax will be based on JusUMarket value.
I anq e
Concrete or Masonry Opening
v a'
av:
Q V p ' w p
Z
a
Perimeter Caulk, By Others
Also between Bonge and buck
0
E
5
0a
00
Head
THIS DETAIL FOR
HEAD & JAMBS
OF FIXED UNITS)
UT if
Glass as Required
flange Type
Window Frame Sill
Perimeter Caulk
By Others
ANCHOR
Caulk Between Buck
and Masonry Opening
Wood Buck by Others
T
0
M M
I s
n
Outside Dimension —
Perimeter Caulk -
Jamb Caulk Between
Flange and Buck
Concrete or Masonry Opening
1-1/4" MIN.
PENETRATION
d' a:
u
d
d
e
d
v
n •a•.
c
ANCHOR
Wood Buck By Others
3 16" ft 16 SHIM 3/4" Caulk Between
BUCK Buck and Opening
Inside Dimension
NOTES
1. Locate anchors within 3" of corner or meeting. rail, as shown.
2. Shim as required at each installation anchor as shown.
3. Anchor must be of a length to have 1 1/4" penetration
into masonry or concrete. Install per manufacturers instructions.
4. Caulk joints (Silicone or Urethane) are shown for information only.
Carpenter shall insure that wood buck is water tight.
Window installer shall insure that window perimeter is water tight
5. If exact window size is not given, use anchor quantity for
next larger window in chart.
soStool By Others
6. Letter designations on the anchor location chart indicate where
p Sill a anchors are to be installed using the elevation as a key.
7. Details shown satisfy requirements for listed structural loads. a .. p
a
Engineer has not evaluated details for weather or water resistance.
p V
a a v: Pre -Cost Sill / • p
By Others J .a • o '
Caulk Between Flange and Pre -Cast Sill
ANCHORS ARE 3/16" HARDENED MASONRY SCREWS SUCH AS ITW TAPCON (ICBO ER-3370), POWERS TAPPER (ICC-ES ER-5878), OR SIMPSON TITEN (FL 2355.1)
A
B
E
A
C D C
SINGLE HUNG SHOWN
A
B
E
3/16" DIA. ANCHOR LOCATION CHART - Single Hung
CODE WINDOW ID FASTENER LOCATIONS
SIZE SIZE UP TO DP35 DP35.1 TO DP50
12 18 1/8 x 25 A A
13 18 1/8 x 37 3/8 A A
14 18 1/8 x 49 5/8 A, B A, B
15 18 1/8 x 62 A. B A, B
16 18 1/8 x 71 1/4 A, B A. B
1/2 32 25 1/2 x 25 A A
1/2 34 25 1/2 x 49 5/8 A. B AA
1/2 35 25 1/2 x 62 A. B A, B
1/2 36 25 1/2 x 71 1/4 A. B A, B
22 36 x 25 A. D A. D
23 36 x 37 3/8 A, D A. D
24 36 x 49 5/8 A. B, D A, B, D, E
245 36 x 55 1/4 A, B, D A. B. D, E
25 36 x 62 A, B. D A. B, D, E
26 36 x 71 1/4 A. B. D A. B, D. E
32 52 1/8 x 25 A, C. D A, C. D
33 52 1/8 x 37 3/8 A, C. D A, C, D
34 52 1/8 x 49 5/8 A. B. C, D A, 8, C, D, E
345 52 1/8 x 55 1/4 A. B. C, D A. B, C, D, E
35 52 1/8 x 62 A, B, C. D A, 8, C, D. E
36 52 1/8 x 71 1/4 A, B, C, D IA, B. C D. E
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Concrete or Masonry Opening
I °v
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Iw q
a
Perimeter Caulk, By Others
Also between 0onge and buck
F ead
DETAIL FOR
JAMBS
XED UNITS)
ANCHOR
S1
D
Caulk Between Buck
and Masonry Opening
D
q D Wood Buck by Others
q
dL) U
n03
J m
E:lab
Lj
Tr
Class as Required
a
o C
Flange Type
Window Frame Sill
E
Perimeter Caulk IByOthers
Outside Dimension —
Perimeter Caulk -
JambCaulk Between
Flange and Buck
A
Concrete or Masonry Opening
1-1/4" MIN.
PENETRATION B
E
A
IJ
C G
a
a
d
a
Al
ANCHOR
Wood Buck By Others
3/ 16" tl 16" SHIM 3/4" Caulk Between
BUCK Buck and Opening
Inside Dimension
NOTES
1. Locate anchors within 3" of corner or meeting rail, as shown.
2. Shim as required at each installation anchor as shown.
3. Anchor must be of a length to have 1 1/4" penetration
into masonry or concrete. Install per manufacturers instructions.
4. Caulk joints (Silicone or Urethane) are shown for information only.
Carpenter shall insure that wood buck is water tight.
Window installer shall insure that window perimeter is water tight
5. If exact window size is not given, use anchor quantity for
next larger window in chart.
Stool By Others
6. Letter designations on the anchor location chart indicate where
D SIII ° anchors are to be installed using the elevation as a key.
7. Details shown satisfy requirements for listed structural loads.
Engineer has not evaluated details for weather or water resistance.
n
Pre —Cast Sill -
a Q°
p
By Others J o '
Caulk Between Flange and Pre —Cost Sill
ANCHORS ARE 3/16" HARDENED MASONRY SCREWS SUCH AS ITW TAPCON (ICSO ER-3370), POWERS TAPPER (ICC—ES ER-5878), OR SIMPSON TITEN (FL 2355.1)
C D C
SINGLE HUNG SHOWN
3/16" DIA ANCHOR LOCATION CHART — Single Hung
CODE WINDOW ID FASTENER LOCATIONS
SIZE SIZE UP TO DP35 DP35.1 TO DP50
12 18 1/8 x 25 A A
13 18 1/8 x 37 3/8 A A
14 18 1/8 x 49 5/8 A, B A, B
15 18 1/8 x 62 A. B A, B
16 18 1/8 x 71 1/4 A, B A, B
1/2 32 25 1/2 x 25 A A
1/2 33 25 1/2 x 37 3/8 A A
1/2 34 25 1/2 x 49 5/8 A, B A, B
1/2 35 25 1/2 x 62 A, B A. B
1/2 36 25 1/2 x 71 1/4 A, B A, B
22 36 x 25 A, D A. D
23 36 x 37 3/8 A, D A, D
24 36 x 49 5/8 A, B. D A. B, D. E
245 36 x 55 1/4 A, B, D A. B. D. E
25 36 x 62 A. B. D A, B. D, E
26 36x711/4 A.B.D A,B.D.E
32 A,C,D A,C,D
33 5251/8/x8 3723/8 A. C, D A. C. D
34 52 1/8 x 49 5/8 A, B, C, D A, B, C, D, E
345 52 1/8 x 55 1/4 A, B. C. D A, B, C, D, E
35 52 1/8 x 62 A. B, C. D A, B. C, D. E
36 52 1/8 x 71 1/4 A. B. C. D A, B, C, D. E
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CONCRETE OR
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OTHERS
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OFENIs C
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VraOD
FRAYING
BY OTHERS
1
1 7/8" LAIN
EDGE DISTANCE
1 1/2" MIN.
A 4 c EMBEDMENT
3 y1-
CUP #5796
INSTALLATION
As)CHCR
SEE LOCO
CAPACITY CHARTI
y Tl N !i576a
5764 i
t tLLt4i
FINSTAUAT ION
ANCIAOR
1 ; j 1 (SEE LOAD
J CAPACITY CIian)
MULLION
CLIP #5796
1 1/2" MIN,
r EMSEMMENT
5ECTION
DESCRIPTION PSr
uULUON CLIPI5746 70
DTY.
2) 010 S'WS W/1,5' MIN. EMOEOVENT 5g
2) 110 Sa'S W/1.9' ViN. EMSEO4ENT 70
A) 1410 SINS W/1.5- M:N. EMOECuENT 70
2) 3/16- TAPCONS W/2 1/4' WN. OC. SPACI4C 70
BLIN MQELM
JLLL:ti^4
EXTERIOR = EVATIgZj 7/32" DIA, (2)
7/16"
f L
if
13/116
11
3
Y,t.LLION IP N579.6
IlSN A
Vi .j('jQ rRATE ONLY
VERTICAL MVP LION DESIGN LOAD CAPACITIES CHART
FOR MULLION 5764
y .N >
MPAN V 24.000 30 LIM 16.C•CII7.000 42.000 48.000 53125 36.
0w 7a 70 70 70 70 70 70 42.
000 70 70 70 70 70 70 70 48.
000 ff t70 ii70
70 70 70 70 70 50.
625 70 70 70 70 70 70 70 60000
70 70 66 64 53 55 53 61000
70 65 ) 59 57 53 40 46 72.
000 62 51 s4 43 32 35 33 7/
32" D(A. (4) 2
I/ 21
T "
2 7fiG"
Z 7/S" 3/—i
8" ''.
o`
l ERSI N
u 1)
T,+E PRODUCT SHOWN HEREIN IS OESIGNED AND MAUFACTUPED TO CO`APLY WITH THE u,!+YIN
SP 1FICAnON N07ES. <"004 FLORIDA I4L4LOING CODE. SECTION 171 A.55.. i) CHART
APPLES ONLY TO UULUON 5764 WHEN USED '.0 NULL SEMES 2) MULLION Y4SIALLATIO4 CETAILS APPLY TO ALVMINUV TUBE MULLION, OIF, NUMBER 5764, 165. 155.
74D, 3COD, 3185. 3240, 3540 AND 3740 WINDOWS SIDE "EN USED TO MULL WINDOWS SIDE Sy SIDE. 81' SIDE.
1) APPROVED IMPACT PROTECT" SYSTEV 15 REQUIRED ON THIS PRODUCT IN AREAS 2) READ
WINDOW WTD,H AND MULL SPAN IN INCHES. REOVIRING IMPACT RESISTANCE. 3) DESIGN
PRESSURE VALUES ON THIS CHART ARE PGSINVE AND NEGATIVE PSF. 4) USE 3/16- DIAMETER 7APCDN ANCHOR OF SUFFICIENT LENGTH 70 ACHIEVE A'J-IMLM 4) DESIGN
PRESSURE VALUES APPLY TO MULLON WHERE PWO OR HOPE £MBEOVENT OF 1 1/2- INTO MASONRY OR CONCRETE. 3/16- OIAMETER TAPCON INDOWS ARE
LISTED IN A SINCLE OPEN N.G. MUST HAVE A 1 7/8' N1NatUM EDGE DISTANCE FROM EDGE OF MASONRY OR 5) REFER
TO REPORT 1245 FOR MORE N1P_UON SPECIFICATIONS. ,1 L 1 ; .. r . CONCRETE,
Y USE
110 WOOD SCREW 0% SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMOEOUENI OF 111 1/
V INTO W000 FRA.UWG. i rtsI
wMtP-
5477
I
c-. IQ \--
1 7/8" MIN.
CONCRETE OR i EDGE DISTANCE
MASONRY BY
OTHERS A+ A j +
a
4 4 4 ° 1 1/ 2' MIN.
a 46 4 EMBEDMENT
I
I (:
MULLION
r = CLIP #5796
INSTALLATION
ANCHOR
SEE LOAD
CAPACITY CHART)
M t I N
EEERIQE SECTIONS 7 4•
ROUGH
OPENING
XTERI P.
WOOD
FRAMING
BY OTHERS SECTION A
MULLION
5 664
INSTALLATION
ANCHOR
SEE LOAD
CAPACITY CHART)
MULLION
CLIP #5796
1 1/2" MIN
EM8EDMENT
LOAD CAPACTTI
OESCR!P
MULLYON CL
y10 Sws W/1.5- 1
110 SWs W/I.S- I
110 SWs w/1.5- I
1/16. TAPCONS W,
TWIN MULLED
A/MULLION #,9764
XTERIOR ELEVATION 7/32" DIA
I I MM
3
1
L—_
I
MULLION CLIP 5796
VERSION A
WOOD SUQSTRATE ONLY)
V LLl4N SPECI;ICA71ON NOTES
1) CHART APPLIES ONLY TO MULLION 5764 WHEN USED TO MU1
165, 185. 740, 3000. 3185. 3240, 35 0 AND 37c0 w1ND0
BY SIDE.
2) READ WINDOW WIDTH AND MULL SPAN IN INCHES.
3) DESIGN PRESSURE VALUES ON rr1:S CHART ARE POSITIVE ANI
DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO C
WINDOWS ARE LISTED IN A SINGLE OPENING.
5) REFER TO REPORT %245 FOR MORE MULLION SPECIFICAtIONS
DATE
II
J
TWIN MOLI E
M2 LION #5764
TFRIOR ELEVATION 7/32" DIA. (2)
7/16"
rr-
11
13/16„
II t
I
3/8 }
MULLION CLIP €5796
VERSION A
WO00 SUBSTRATE ONLY
I C3An rAPAf:IT1^S r)F ANrunPq
OESCR:PTIGN PSF
MULLION CLR #5796 70
OTY,
2) 010 SWS W/1.5' MX EMBEDMENT 8
2) 110 SWS W/1.9" MIN, EMBEDMENT 70
4) 10 SWS W/1.5- M.N. EMBEDMENT 70
2) 3/16' TAPCONS W/2 1/4" MIN. G.C. SPACUY• 70
VERTICAL MULLION DESIGN LOAD CAPACITIES CHART
FOR MULLION 5764
WJW. HW,0 ?
MU L S-m V
24.000 30.0O4 36.000 37.000 42.000, 48.000 53.125
36.000 70 70 70 70 70 70 70
42.000 70 1 70 70 7G 70 70 I 70
48.000 70 70
IIIII
70 I 70
j
70 70 70
50,625 I 70 70 70 I 70 70 70 70
60.000 I 70 I 70 66
t
64 59 55 53
63.0-0 70 68 59 57 53 49 46
72.000 62 51 4.4 43 39 35 33
7/32" DIA, (4)
MULLION CLIP #5796
VERSION
NOTE:
jFL^ATION NOTES;
1) THE
2004 POPRDIOR DA
CT H8UIN HEREINNG I SEC ION D1 AND SMSANUFACTURED TO COMPLY WITH THE
11
4PPLIES ONLY TO MULLION 5764 WHEN USED TO MULL SERIES 2) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TU8E MULLION. DIE NUMBER 5764,
5, 740, 3000, 3185, 3240. 3540 AND 3740 WINDOWS SIDE WHEN USED TO MULL WINDOWS SIDE BY S(OE.
INDOW WIDTH AND MULL SPAN IN INCHES.
3)
REQUIRING PACT RESIST CE.
PROVED IMPACT PRTECTIVE STEM 15 P.EOL9RFD ON THIS PRODUCT IN AREAS
PRESSURE VALUES ON TH?S CHART ARE POSITIVE AND NEGATIVE PSF. 4) USE 3/t6- DIAMETER TAPCON ANCHOR OF SUFFICIENT LENGTA TO ACHIEVE MINIMUM
PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE EMBEDMENT OF 1 1/2"INTO MASONRY OR CONCRETE. 3/16' DIAMETER TAPCON
WS ARE LISTED IN A SINGLE OPENING. MUST HAVE A 1 7/8' MINIMUM EDGE DISTANCE FROM EDGE OF MASONRY OR
T REPORT 1245 FOR MORE MULLION SPECIFICATIONS. , r , CONCRETE.
REVISION I DATE
yt.• I y ' USE Ito WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF
a` • a 1! )/ " tNiO WOOD FRAMING.
Pobrrto Lomas Vil WINDOWS AND DOORS
t
lk
GRATZ, PA.
MULLION 5764 FLANGE V83}
i J VERTICAL ALUMINUM TUBE MULLION
Pul_c eY:
DRL 02/02/06
Product Techhology Corjto"t;or. _ —
1150,Le IW' - k 6 !. N.T.S. MIH0065
Winter i t ,fca 32769
t t r r 4
s4EEt:
f+tPt C+r;ruat? f wtronxeto KC.2s»5 ala.4cT,aueal. Fos 407,6u615 1 OF i
MIP-5457
PEr'I'MIT 11\111 i i ins
Engineering Evaluation Report
Report No.: WE-2008-178
Evaluator: Robert A. Walz, P.E.
Walz Engineering
I I I I I Hall Road, Suite 110
Utica, Michigan 48317
Manufacturer: MI Windows and Doors
650 West Market Street
Gratz, Pennsylvania 17030
Product: Section 5765 — Series 185 Vertical Flange Mullion
OFFICE.,
Description of Product: Section 5765 — Series 185 Vertical Flange
Mullion. The mullion is extruded from 6063-T5 aluminum and used in
the vertical orientation in the following window series:
165/185/740/3000/3185/3240/3500 HP/3540/3740. The mullions are
secured to the substrate using the 5796 aluminum mullion clip. There are
two anchors in each 5796 mullion clip to anchor the mullion to a concrete
substrate and four anchors to anchor the mullion to a wood substrate.
Submitted Technical Documentation:
1. Mullion Analysis and Anchorage Report, report number
WE-2008-178A sealed by Robert A. Walz, P.E.
2. Installation Details, Report Number WE-2008-178D
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 Table
Section 5765 Vertical Flange Mullion Capacity
Height/Width 24" 30" 36" 37" 42" 48" 53-1/8"
72" 70 70 62 61 55 50 47
84" 65 53 45 44 39 35 33
96" 49 40 34 33 30 26 24
Limitations of Use:
1. Maximum product design pressure of +/-70.0 psf.
2. Maximum unit sizes attached to each side of mullion: 53-1/8" wide by 96" 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 shall be used in the vertical orientation.
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 or concrete substrate as per installation drawing, Report
Number WE-2008-1781).
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).
Robert- Walz, P.L.
Florida P.E. 40456
Date; November 6, 2008
CONCRETE
BY OTHERS Q
is '.. i. _
SECTION B
u
Ju7SEE INSTALLATION NOTES
MULLION
CLIP 5795
GH
SECT[ QN 5765 ING
SECTION
c 40-
1— — -- —1
1- , —T
MULLION
CLIP 57%
SEE
INSTAL NOTES
7-
1/2- MIN. PENETRAnON
TWIN
OR TRIPLE MULLED
WITH MULLION 5765
r
II
f
to $
a MULLION
CLIP #5796 NOT
TO SCALE) RS76S
V@TICAL MULLION DESIGN ti IPSF1 CiOACITY UNT 24-
30• 1 36' 37- 4Y I 4r 1S 0 •
47 P.
8144.9143,613041N41f 4 {.
1)
CHART APPLIES ONLY TO MULLION 3765 MEN USED TO MILL 317RE5
t65/16S/7{0/3000/stBS/3240/SSOOtP/J840/5740 1WNDOYIS
SIDE -BY -SIDE 2)
MULLION SHALL BE 6063-75 AUXANLI t ALLOY AND TWO 3)
WINDOW VADTH 1S MOTH CF RCIVIOWIL VAICOW 4)
STATED DESCY PRESSlMES ARE FOR POSITIVE AND NEGATIVE MID 5)
MULLION SPANS AND DESCN PRESSiRE4 LISTED N CHART SATISFY 2007
FLORIDA KLOING CODE RECLOVANTS FOR STIIENUK DEFLECTION APO
END REACTION ANCHORAGE 6)
Wl W IS HOT APPROVED FOR WIND-BORNE DE81RS RE010N15 WATMIT
AN APPROVED PROTECTION DEVICE INSTALLED 7)
WU TO EVALUATION REPORT W-2006-178 FOR MILLION ANALYSES u,
n0 ISTA,,ATlON BIM, 1)
NSTALLATON MUST USE MULLION CLIP #5796 2)
INSTALL n0 a r WOOD SCREWS WIN MNIMIM 1-1/Y PENETRATION
N EACH HOLE OF CLIP (4 TOTAL) 3)
INSTALL 1/4• TAPCON SCREn VAIN WWIM 1-3/4• PENETRATION
N EACH HOLE OF CLIP (2 TOTAL). W WW OF
2-1/4• ANCHOR SPACING. 4)
VOW FRAI" SHALL K SPRUCE -NNE -FIN (O O.42). CONLSIETE SHALL
K MNNM M COMPRESSIVE STRENGTH OF F•C-3,OW PSI. 5)
INSTALLATION WAIL IS FOR STRUCTURAL INTEOmTY ONLY SECTION
A WOOD FRAMING RENtSIDD6 —
to BY
OTHERS Imam tm, t ainen f. K-t1 M
S750
Attu a t a t s
to FLANGE MNLLON a as Ar9ulAOIL
R6
Engineering Evaluation Report
V Report No.: WE-2008-178
JEvaluator: Robert A. Walz, P.E.
C'') LO Walz Engineering
1* (0 11111 Hall Road, Suite 110
CZ `' Utica, Michigan 48317
N
v CO Manufacturer: MI Windows and Doors
S 650 West Market Street
L, Gratz, Pennsylvania 17030
Product: Section 5765 — Series 185 Vertical Flange Mullion
O
LN
Description of Product: Section 5765 — Series 185 Vertical Flange
Mullion. The mullion is extruded from 6063-T5 aluminum and used in
N the vertical orientation in the following window series:
1 0 00
165/185/740/3000/3185/3240/3500 HP/3540/3740. The mullions are
I I 1 secured to the substrate using the 5796 aluminum mullion clip. There are
Y two anchors in each 5796 mullion clip to anchor the mullion to a concrete
substrate and four anchors to anchor the mullion to a wood substrate.
Submitted Technical Documentation:
1. Mullion Analysis and Anchorage Report, report number
WE-2008-178A sealed by Robert A. Walz, P.E.
2. Installation Details, Report Number WE-2008-178D
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.
i
Mullion Design Pressure Table
Section 5765 Vertical Flange Mullion Capacity
Height/Width 24" 30" 36" 37" 42" 48" 53-1/8"
72" 70 70 62 61 55 50 47
84" 65 53 45 44 39 35 33
96" 49 40 34 33 30 26 24
Limitations of Use:
1. Maximum product design pressure of +/-70.0 psf.
2. Maximum unit sizes attached to each side of mullion: 53-1/8" wide by 96" 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 shall be used in the vertical orientation.
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 or concrete substrate as per installation drawing, Report
Number WE-2008-1781).
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).
Rabtr A Walz P.E.
Florida P.E. 40456
Date: November 6, 2008
CONCRETE
BY OTHERS
w. i
iti
SECTION B'-
w
II II
rJLJ SEE INSTALLATION u
NOTES MULLION
CLIP i
5796 SECTION
5765 SECTION
c 40-
1- - -- -7 SECTION
A TWIN
OR TRIPLE MULLED
WITH MULLION 5765
r
I•
tAHM
MULLION
CUP /5796 NOT
TO SCALE) N
CLIP S
SEE
INSTALLATION NOTES
1
1-
1/2- MIN. PENETRATION
WOOD
FRAMING I I — BY
OTHERS Z tip
e! r) r•u3xE F l.
il! CiSd Ff3] LF][7 ET9 E3] LSD]
E E:)uuL9 IIELA..UlmWuj 1)
CHART APPLIES ONLY TO MULLION 3795 MEN USED TO MULL 3ERIES
165/155/740p000/3165/3240/350OHP/3540/3740 WINDOWS
SIDE-SY-SIDE 2)
MULLION SHALL BE 6053-TS ALUMIMM ALLAY AND MPER 3)
WNDOW WIN IS MOTH Or IDIMDUAL WINDOW 4)
STATED DESIGN PRE6SURES ARE FOR POSITIVE AND NEGATIVE MO LOADS
5)
MULLION SPANS AND DES*$ PRESSURES LISTED IN CHART SATISFY 20D7
rLORIDA KU= CCOE REcAVA NTS !DR sRRENOTN, oEFLECTION AND
DO REACTION ANCHORAGE 5)
mum tS NOT APPROVED IN WIND-BORNE Grain REGIONS WHOUT
AN APPROVED PROTECTION OEMCE INSTALLED 7)
REFER TO EVALUATION REPORT RE-2006-178 FOR MULLION ANALYSES W
1 Wl KQT 11 TION Itl 1 1)
INSTALLATION MUST USE MULLION CLIP 05796 2)
INST uT-1/r PENETRATIONNEACH "M OF (4 TOTAL) 3)
INSTALL 1/4• TAPCON SCREWS NTH W MIM 1-3/4- PENETRATION
N EACH HOLE Or CLIP (2 TOTAL). MINIMUM Or
2-1/4- AKHOR SPACND. 4)
WOOD nIA ING SNIL K SPRUCE -PIE -FIR (G-0.42). CONCRETE SHALL
K MINIMUM COMPRES91K STRENGTH Or r'C-3,000 PS. 5)
INSTALLATION DETAIL 15 FOR STRUCTURAL INTEGRITY ONLY NOW
IIIWV m
14Ma•t7e 1
5765 IIRO1
I6iIIIIIIM AM
WITS
Validator / Operations Administrator)
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
Sinojle {-lung - l.aV'jC-
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
OFFICE
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-05
H-R50-1324x1816(52x72)
COMPANY AND PLANT LOCATION
CODE SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
NO. DESCRIPTION
MI Windows - Salisbury, NC MTL-1
MI Windows - Gratz, PA MTL-2
3500 HP SH (FLANGE) FRAME SASH
MI Windows -Van Alstyne, TX MTL-5
PVC)(O/X)(IG)(INS GL) 1324 mm x 1816 mm 1273 mm x 892 mm
MI Windows - Lebanon, IN MTL-11
REINF)(TILT)(ASTM) 4'4" x 6'0") 47' x 2'11")
2. This Certification will expire June 25, 2012 and requires validation until then by continued listing in the current AAMA Certified Products
Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 84052.01-109-47
Date of Report: July 9, 2008
Date: September 19, 2008
Cc: AAMA
JGS
ACP-04 (Rev.8/06)
Validated for Certification
h' 4;_
A4ocidLaboratories, Inc. Authorized
for Certification i
Sri.-......
5' American
Architectural ManufactGrers Association
ELEVATION
52"
6" typ.
6" typ.
Anchor
See Section Details)
N
r,
1' MINIMUM
PENETRATION
A-:'k'CLEARANCE
ALL FOUR SIDES)
by others)
Caulk between flange
and buck perimeter.
I '.;I
by others)
Caulk between flange
and buck perimeter.
by others)
Caulk between flange
and buck perimeter.
HEAD DETAIL
SHEATHING/OSD
SIZE HEADER AS NEEDED
CAULK UNDER NAILING
FIN ENTIRE PERIMETER
BEFORE FASTENING.
1" MINIMUM
PENETRATION
I
8 X 1-1/4" SCREW
MUST ACHIEVE 1-1/4" PENETRATION
INTO STUD.
TYPICAL)
SILL DETAIL
Notes:
1. Installation depicted based off of
structural test report #
84052.01-109-47.
2. Wood screws shall satify the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations are assumed 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist all
design loads.
4. Screw lengths shall be sufficient
to guarantee 1" penetration into
woad buck.
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 6" from comers and one at
mid —span. Locate head fasteners 6"
from comers. Design pressures of
smaller window sizes are limited to that
of the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +50.16 / -50.16 UNITS UP TO 52' x 72"
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
SHEATHING
Mi
TAL•WAVX BY: DAM
INSTALLATION INSTRUCTIONS T.C. 10/2/08
FASTENER SCHEDULE - FLANGE- °EOM DA7E
JAMB DETAIL Prim
SUIE: 9EET:
Windows &doors 3500HP Single Hung NONE 1 - 1
BR na Bcv
Gratz, PA 3500HP SH FL .—
1. --It
6 . .
Validator / Operations Administrator)
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
ICI i -ed h I aS / -/ ptc
AAMA
CECERTIFICATIONPROGRO
AUTHORIZATION FOR PRODUCT CERTIFICATION
k //—/!f/
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMAIWDMA/CSA 101/I.S.2/A440-05
FW-055-1524x2032 (60x80)
COMPANY AND PLANT LOCATION
CODE SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
NO. DESCRIPTION
MI Windows - Salisbury, NC MTL-1
MI Windows - Gratz, PA MTL-2
3500 HP PW (FLANGE) FRAME
PVC)(0)(IG) 1524 mm x 2032 mm
MI Windows -Van Alstyne, TX MTL-5
INS GL)(ASTM) 5'0" x 6'8")
MI Windows - Lebanon, IN MTL-11
2. This Certification will expire June 27, 2012 and requires validation until then by continued listing in the current AAMA Certified Products
Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 84073.02-109-47
Date of Report: July 7, 2008 (Revised July 15, 2008)
Date: July 16, 2008
Cc: AAMA
JGS
ACP-04 (Rev.8/06)
Validated for Certification
A4ocidLaboratories, Inc. Authorized
for Certifi:77
fAmerican
Architectural Manufacturers Association
1 r+
ELEVATION
60"
4" typ. J 11" O.C.
max.
4" typ.
ii
14" o. c. /
max. /
1
Anchor
See Section Details)
0
W
1 1/4" MINIMU
PENETRATION
J'""CLEARANCE—
ALL FOUR SIDES)
by others)
Caulk between
flange and buck.
Caulk around
perimeter.
by others)
JAMB DETAIL
HEAD DETAIL
Notes:
1. Installation depicted based off of structural
test report # 84073.02-109-47.
2. Wood screws shall satify the National
2X BUCK AS REQUIRED Design Specification for Wood
Construction for material type and
by others) dimensional requirements.
Caulk around
perimeter.
1 1/4" MINIMUM 3. Wood buck installations are assumed 2x
PENETRATION S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
Caulk between are not allowed. Wood buck shall be
flange and buck.
by others)WIN% X 1-1/4" SCREW secured to the structure to resist all
T ACHIEVE 1" PENETRATION design loads.
STUD.
YPICAL) 4. Screw lengths shall be sufficient
to guarantee 1-1/4" penetration into
wood buck.
Extarlor
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
by a
Caulk
flange or
Caulk
per
by otners)
SHIM AS
REQUIRED
DRYWALL
SILL DETAIL
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 4" from comers and no more than
14" on center. Locate head fasteners 4" from
comers and no more than 11" on center.
Design pressures of smaller window sizes are
limited to that of the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +55.17 / -55.17 UNITS UP TO 60" x 80"
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
0 INSTALLATION INSTRUCTIONS
FA TENER SCHEDULE — FLANGE—
PaooucD
V.M.R. 10/2/08
00M. DATE
3500HP Picture Window
suue sixr
NONE 1 a- 1
Windows & Doors
Gratz, PA 5/0 x 6/8) mrc is' my
3500HP PW FL —
V