HomeMy WebLinkAbout1014 Mellonville AveCITY OF SANFORD
RECEIVED BUILDING & FIRE PREVENTION
FEB 16 2016 PERMIT APPLICATION
BY: Application No:
Documented Construction Value: $ 1(0 b(,
Job Address: 0 ML 1bnl Ile H. UHistoric District: Yes No Parcel
ID: !:o ^-21-521- of uo of 00 Residential Commercial Type
of Work: New Addition Alteration Repair 9 Demo Change of Use Move Description
of Work: e, ems, - ,,c- tom, i n c cx, S r 2 4z_- 4:X- 5 2 Plan
Review Contact Person ,(Sf' Title--rP eet,cj re C Phone:
A oi- Q 2\- o -_ggD Fax: Email: `S X.3mon"T d L.-tO (S ny.l .,rori Property
Owner Information Name '
Pit s7s n. 0 t4o 11 Street: l
o I l-( 1 0 1g-I k2yA kl e., Q Sac_ City, State Zip: (.
c,( Phone: Resident of
property? :
N lr X Contractor Information Name (,
6n k_
Urea-Mons Phone: Street: a:? 6 /
U, W rn ate- Dr Fax: City, State Zip:
J'C __SSG i F'G 3 7biState License No.: Architect/Engineer Information
Name: Street: City,
St,
Zip:
L,/ Bonding Company:
Address:
Phone: Fax:
E-
mail:
Mortgage
Lender: Address:
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. 58.66
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. FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
tlllll,
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Z ," N &-(- z--)6-1&
Signature of Contractor/Agent `' Date
o W IN-S 16 C0Z !'Z"_
P'nt C ^tor/A ent's Name - 7 I r
of Florida
yccror/.a=;
iiProducedID
unda
2018
42
Me or
LISA ANTONINI
Notary Public - State of Florida
My Comm. Expires May 21, 2018
Commission 8 FF 125242
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: L- 1% -16 UTILITIES:
ENGINEERING:
COMMENTS: N
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:••
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
U.P44 Z/ Z,-") r
IBU&FLflDINGPERMIT .
Min Max Ins, ectionn J<Descri ltio n
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
RoofDry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final,Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
FinalDoor Final
Window Final
Screen Room Final
Pool Screen Enclosure Mobile
Home Building Final Pre -
Demo Final
Demo Final
Single Family Residence Final
Building (Other) REVISED:
June 2014 AddirR.
@6- /tn/, ,. _ .."II s A %t Minn
Max Electric
Underground Footer /
Slab Steel Bond Electric
Rou h T.
U.G. Pre -
Power Final Electric
Final ME
C.H cN1C,4 ,11REMyr 1 Min
I Max Mechanical
Mechanical
Final ILKUQT
Bi N G)'99RSTl Min
IMax Gas
Unde Gas
Roug Gas .
Final
SCPA Parcel View: 30-19-31-521-0100-0100 Page 1 of 2
pA Jpj ppn,L^j-,4 Property Record Card
pROp Y Parcel:30-19-31-521-0100-0100
gppR,avS Owner: DIXON BESSIE
SEtIOLSProperty Address: 1014 MELLONVILLE AVE SANFORD, FL 32771-2239 I
Parcel:30-19-31-521-0100-0100 1 Property
Address: 1014 MELLONVILLE AVE 1
Owner: DIXON BESSIE Mailing:
1014 S MELLONVILLE AVE SANFORD,
FL 32771-2239 Subdivision
Name: ELDORADO Tax
District: Sl-SANFORD Exemptions:
00-HOMESTEAD (1994) DOR
Use Code: 01-SINGLE FAMILY Value
Summary 2016
Working Values
2015
Certified Values
Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depreciated
Bldg Value 73,515 71,483 Depreciated
E)Tr Value Land
Value (Market) 13,997 13,997 Land
Value Ag Just/
Market Value 87,
512 85,480 Portability
Adj Save
Our Homes Adj 6,665 5,195 Amendment
i Adj Assessed
Value 80,847 80,285 Tax
Amount widW SOH: $918.30 2015
Tax Bill Amount $812.57 Tax
Estimator Save
Our Homes Savings: $105.73 Does
NOT INCLUDE Non Ad Valorem Assessments h4://
www.scpafl.org/ParcelDetailInfo.aspx?PID=30193152101000100 2/7/2016
SCPA Parcel View: 30-19-31-521-0100-0100 Page 2 of 2
http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=30193152101000100 2/7/2016
WORK PERFORMED AT-
0:
DATE YOUR WORK ORDER NO. OUR BID NO.
b• •
r S 2 c.-
be s sr L All
Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work
and was completed in a substantial workmanlike manner for the agreed sum of Dollars ($
1. This
is a Partial El Full invoice due and payable by: Month
Day Year in
accordance with our Agreement Proposal No. Dated Month
Day Year adams•
NC3822 09-11
Page 1 of 1
RECORD COPY
arcel: Building # 1 Page # 1 F1 0, 0, Note:Click on image to drag.
Q
RF.YIEWED Poft CODE ooMPutNlot
SANFORD BUILDING DIVISION
PLANS p p,MINER 1 $i A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
i LICENSE TO PROCEED WITH THE WORK AND NOT AS
DATE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODETS, NOR SHALL ISSUANCE OF A PERMIT VENT
E BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
I- -
36
11 4
10
U TF
10
B AS
11
30
20
CPF 20II 111 6
12111 OPF1
http://www.scpafl.org/footprint.aspx?PID=30193152101000100 2/7/2016
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBEROF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/21NCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAR. (I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOTCUMULATWE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) R8
WOODS EW,10D COMMON NAIL OR II GAUGE ROOFING NAILOF SUFFICIENT
LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1)
A10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I IP INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALLFINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED.
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
PLY GEM WINDOWS
471214812 SINGLE -HUNG (NON -IMPACT)
AS TESTED
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNEDAND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) EXCLUDING HVHZAND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 301/I.S.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL ZX STUD
FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROIECT OF INSTALLATION.
3. ZX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN
AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM GREQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
WINDOW FRAME MATERIAL* ALUMINUM 6063-TS
6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET S FOR GLAZING DETAILS.
7. DESIGNATIONS IT"AND"O"STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
0: FIXEDPANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I A GENERAL & INSTALLATION NOTES
2 ELEVATIONS & ANCHOR LAYOUTS
3 4712FL VERTICAL & HORIZONTAL SECTIONS
4 4712F VERTICAL A HORIZONTAL SECTIONS
5 4812F VERTICAL & HORIZONTAL SECTIONS
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.10 10:47:11-04'00'
1 PLY
Itr:le It
433 N. MAIN ST., PO BOX559.
ROCKY MOUNT. VA 24151
PH: 540.48"343 FX: 540.484-6633
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HEFT: 1 OF 5
UNIT MAX.
WIDTH 53.00"
D,LO MAX.
WIDTH 49.44"
B F
3 q
D
3 „
0„
UNIT
MAX.
HEIGHT
72.00" H
q„X„
A E
3 4
SASH MAX.
WIDTH 51.25
ELEVATION
UNIT MAX.
WIDTH 48.00"'
D.L.O MAX.
WIDTH 44.31"
T
5
8 F
3 q
Ka. 0D.L.O. MAX.
5 3HEIGHT
33.25"
UNIT
MAX.
HEIGHT
96.00"
SASH MAX.
HEIGHT
36.31"
SEE ANCHOR
SEE ANCHOR M SCHEDULE
SCHEDULE
ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE
SEE ANCHOR
SCHEDULE
D.L.O. MAX.
HEIGHT
45. "
010701milu
SASH MAX.
WIDTH 46.25"
ELEVATION
PLy, GEM
433 N. MAN ST., PO BOX 559,
ROC2Y MOUNT, VA 24151
Pit 540-4"-634B FX: 540-V44W
m
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INSTALLATION ANCHOR
11/2" MIN.
1/4" MAX. EMBEDMENT
CAULK BETWEEN
CONCRETE/ MASONRY S 2X
WOOD BUCK BY OTHERS INTERIOR
SHIM SPACE
CAULK BETWEEN
CONCRETE/ MASONRY d 2X v GEMA3PL
WOOD BUCK BY OTHERS
J
CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE
2X WOOD BUCK
CONCRETE/ MASONRY
BY OTHERS
433 N. MA)N ST., Fo 80%339.
ROCKY MOUNT, VA 24131
BY OTHERS 2X WOOD BUCK
11/2" MIN BY OTHERS PH: 540-484.6348 FX: 840-04.6683
EXTERIOR FINISH
EMBEDMENT 10 WOOD SCREW
INSTALLATION ANCHOR
m
BY OTHERS
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SHIM SPACE i m a
3/4" MIN.
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HEIGHT
SEE GLAZING SEE GLAZING
DETAIL I DETAIL 1 EXTERIOR FINISH 48
EXTERIOR INTERIOR
EXTERIOR BY OTHERS
STRUCTURALGRADE
SILICONE BY OTHERS aWINDOW
WIDTH
m
3 VERTICAL SECTION HORIZONTAL SECTION
HEAD -2XWOOD BUCK 3 JAMB-2JiWOODBUCK Z
4712 FLANGE 4712 FLANGE
1/4" MAX. O O
11/2" MIN. SHIM SPACE N
EMBEDMENT
SEE GLAZING 2X WOOD BUCK BY OTHERS
INTERIOR W w
p
EXTERIOR DETAIL I
INTERIOR #10 WOOD SCREW
INSTALLATION ANCHOR
1 ZfSEEGLAZING
O.A. DETAIL 1
HEI6HTY 1/4" MAX. 3/4" MIN. J0 SHIM
SPACE EDGE DISTANCE 10
Sev
oTHING THERSEXTERIOR
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STRUCTURAL
GRADE SILICONE
BY OTHERS EXTERIOR
FINISH T • '.."'- ; •` d• •,
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BY
OTHERS EXTERIOR FINISH y * P iF I2XWOODBUCKBYOTHERSBY
OTHERS c
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6 2X o a v 1n WOOD BUCK
BY OTHERS I DTM DWG#: CONCRETE/
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q VERTICAL SECTION BY OTHERSHORIZONTALSECTION HORIZONTAL SILL -2XWOOD
BUCK FRAME SHEET 4712 FLANGE4712FLANGE3OF-9
1/4" MAX.
SHIM SPACE
CAULK BETWEEN 3/4" MIN.
CONCRETE/ MASONRY A 2X EDGE DISTANCE
WOOD BUCK BY OTHERS 11/2" MIN.
CONCRETE/ MASONRY BY OTHERS EMBEDMENT
INTERIOR
2X WOOD BUCK
BY OTHERS 1OD COMMON NAIL OR 11
2X WOOD BUCK BY OTHERS
8 WOOD SCREW
GAUGE ROOFING NAIL INSTALLATION ANCHOR
INSTALLATION ANCHOR
EXTERIOR FINISH 1
BY OTHERS InPERIMETERCAULK1/4" MAX. SEE GLAZING
BY OTHERS SHIM SPACE 11/2" MIN. / 1 DETAIL 1
EMBEDMENT
SHEATHINGS_
O.A. ( 1
WINDOW
HEIGHT
j SEE GLAZING
DETAIL 1
EXTERIOR INTERIOR
VERTICAL SECTION
4 HEAD -ZXWOOD BUCK
4712 FIN
SEEGLAZING
DETAIL I
EXTERIOR
INTERIOR
O.A.
WINDOW
HEIGHT 1/4" MAX.
SHIM SPACE
PERIMETER CAULK 3/4" MIN. EDGEBYOTHERS ... ; j
DISTANCE
EXTERIOR FINISH
BY OTHERS •, `'.•,;
2X WOOD BUCK BY OTHERS
CAULK BETWEEN #8 WOOD SCREW
CONCRETE/ MASONRY 4 2X 1 1/2" MIN. INSTALLATION ANCHOR
WOOD BUCK BY OTHERS
EMBEDMENT
CONCRETEtMASONRY VERTICAL SECTIONBYOTHERS
4 SILL - ZX WOOD BUCK
4712 FIN
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK J
BY OTHERS O.A.
WINDOW y
WIDTH
HORIZONTAL SECTION
4 JAMB-2X WOOD FRAME
4712 FIN
VERTICAL SECTION
4 MEETING RAIL
EXTERIOR
PLY GEM
433 N MAIN ST., PV BOX 559, R.00[Y MOUNT, VA 2413I
PM 340.484.6348 FX: 540.484-W3
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HEET' 4 OF 5
CAULK BETWEEN
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CONCRETE/ MASONRY BY OTHERS —
2X WOOD BUCK —
BY OTHERS
O.A.
WINDOW
HEIGHT
t
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WINDOW
HEIGHT
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
1/4" MAX.
SHIM SPACE
3/4" MIN.
EDGE DISTANCE
11/2" MIN.
EMBEDMENT
2X WOOD BUCK BY OTHERS
B WOOD SCREW
INSTALLATION ANCHOR
IOD COMMON NAIL OR 11
GAUGE ROOFING NAIL
47
0. INSTALLATION ANCHOR
1/4" MAX.
SHIM SPACE 11/2' MIN. 1
EMBEDMENT
1
SHEATHING'
BY' OTHERS
SEE GLAZING-/ 3/4" O.A. INSULATED EXTERIOR FINISH
DETAIL GLASS BY OTHERS
EXTERIOR INTERIOR PERIMETER CAULK
BY OTHERSDOW1199 OA.
SILICONE \ WINDOW
l
WIDTH
VERTICAL SECTION HORIZONTAL SECTION
5 HEAD -2X WOOD BUCK 5 JAMB - 2X WOOD FRAME
4822 FIN 4812 FIN
1/2' MIN.GLASS
BITE 3/4" MIN.
INTERIOR
SEE GLAZING
DETAILI
EXTERIOR
EDGE DISTANCE CAULK BETWEEN
GLAZING DETAIL 1 INTERIOR 1/4"MAX. CONCRETE/ MASONRY h2X
SHIM SPACE WOOD BUCK BY OTHERS
SEE GLAZING
NOTE. CONCRETE/ MASONRY
GLASS THICKNESS AND TYPE SHALL COMPLY BY OTHERSDETAILIWITHASTME13DOGLASSCHART
REQUIREMENTS 2X WOOD BUCK
r• BY OTHERS
1 #8 WOOD SCREW
INTERIOR INSTALLATION ANCHOR
1/4" MAX, 11/2" MIN.
SHIM SPACE EMBEDMENT
SEE GLAZING
DETAIL1 ' IBRI
PERIMETER
CAULK —/ 3/4" MIN. EDGE BY
OTHERS :. DISTANCE EXTERIOR
FINISH ; ' e'• V. BY
OTHERS 2X
WOOD BUCK BY OTHER #B
WOOD SCREW CAULK
BETWEEN 11/2" MIN. INSTALLATION ANCHOR CONCRETE/
MASONRY A 2X EMBEDMENT WOOD
BUCK BY OTHERS CONCRETE/
MASONRY VERTICAL SECTION BY
OTHERS 5
SILL - 2X WOOD BUCK 4812
FIN EXTERIOR
EXTERIOR
FINISH EXTERIOR
BY
OTHERS PERIMETER
CAULK O.
A. BY OTHERS WINDOW
WIDTH
K
HORIZONTAL SECTION 5
JAMB-2XWOODBUCK 4812
FIN PLy
GEM 433
N. MAIN ST. PO BOX 559. ROCKY
MOUNT, VA 24151 ft
5Q464.6348 FX: W 484403 J
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OF
PLY GEM WINDOWS
SERIES 61001810019100 ALUMINUM
VERTICAL MULLION
NOTES
1. THE PRDDUCTSHOWN HEREIN LSOESIGNED AND MANUFACTURm TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE(IBC) AND BUFRNATIONALFIMOENNAL CODE (IRC)AND WNHTHE
CURRENT FLORIDA BUILDING CODE(FBQ, EXCLUDING HVHL
2. MULLION INSTALLATION DETA115 APPLY TO PLY GEM WINDOW5630WH1W/91WAIUMINUM EXTRUDED
WITH STEEL ANCHOR CLIP WHEN USED TO MULLWNDOMISSW BYSOL 3.
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIMZONE30R
LESS 4.
USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENTOF I I/2•"TO WOOD FRAMING
TO ATTACH MULLION CUP TO SUBSTRATE. (SEE CHARTS &NOTES ON SHEETS FOR DESIGN PRESSURE
AND ANCHOR NOTES) S.
USE Rio SEIFTAPPING,SEE GRADES, SCREVVSOFSUFFTOOTLENGTH TO ACHIEVE A MINIMUM PENETRATION
Of THREADS BEYOND ALUMINUM FRAMING TO ATTACH MULLION CUP TOSUBSIAATE (SEE CHARTS &
NOTES ON SHEET FOR DESIGN PRESSUREAND ANCHOR NOTE$) S.
USE 3/16• ITWTAPCONTYPE INSTALLATION ANCHORS OFSUFACIENTLENGTHTOADUENTAMWDAUM EMBEDMENT
OF 1I/4-INTOCANOIETJMASONRVTOATrA MUUIONCUPTOSURSTNITLESEECHARTS& NOTES
ON SHEETS FOR DESIGN PRESSURE AND ANCHOR NOTES) 7.
MILLION CUPS SHALL BE FASTENED TO THE ALUMINUM MULLION THROUGH THE SCREW SPLINES WITH TWO 2)
410X 1-GL 5SCREWS ATEACH MULLION END. SEE SHEET2MR DETAILS. L MULLION
CUPS SHALL BEFASTEHEDTO THE WINDOW FRAMES WITH FOUR(4) AS X I/T GL S SCREWS AT EA. MULLION END.
SEESHEET 2 FOR DETAINS. 9. 3X
8UC S(WNW USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTOTHE STRUCTURE BUOC
DESIGN ANDANCHOR LAYOUTSTHE RESPONSIBILITY OFTHE ENGINEER ORARCITECTOF RECORD FOR
THE PROECr OF B6TALUTION. 10. ADEQUACYOFTHE
EXISTING STRUCTURALCONCRETE/MASONRYAND2X NAMING ASA MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE FOUNDATION ISTHE
RESPONSIBILITY OFTHE ENGINEER ORARWNECrOF RECORD FORTHE PROIECTOF INSTALLATION. 11.
INSTALLATION
ANCHORS AND ASSOCIATED HARDWARE MUSTBE MADE OF CORROSION RESISTANT MATERIAL OR HAVEA
CORROSION RESISTANTEDATING. 12. SEE
CHARTS A NOTES ON SHEET 3 FOR DESIGN PRESSURE 13. THIS
MINION 5 ONLY VALID WHEN USED IN WNIUNITOI WITH APPLICABLE PLY GEM WINDOWS PRODUCT 14.
ALL
WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 15. MULLION
MATERIAL: 6063-T6ALUMINUM. IE MULLION
CHIP MATERIAL 15 GA. GALVANQEDSTEEL (MIN.FY• 36 KSO 17. INSTALLATION ANCHOR
CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATEAMLS WRIT THE FOLLOWINGPROPERTIES: II. WOOD-
MNIMUMSPEOHCGPAVIIYOFOSS
L CONCRETE -MINIMUM
COMPRESSIVESTBENGM OF3000 PSL C. CMU-SNALLCONFOTOATOSMUtMREQWREMENTSOFASTM
COO d ALUMINUM-6063.
T5(MIN.THICRNESSOW2");6063-T6(MN.TMCCIESSOWS') a STEEL. MINIMUM
PV-36 151, MINIMUM FU- 58 XSI(MINIMUM INKINESS 18 CA-OD47B•) 4•-W MAX
FROM CORNER TV. HEIGHT
10 GR
5
SEIF•ORILLING SCREW OF SUFFfaerr
LENGTH TO ACHIEVE
3 THREADS PENETRATION BEYOND
MULLION TUBE
SEE NOTE 9,
SHEET3. MULL Q.IP
W/TYP YWLHORS, 2
VERTICAL
MUWON FOR
TWIN WINDOWS TABLE
OF CONTENTS
SHEET REVI40N SHEET
DESCRIPTION I A N
ASSEIABLY ELEYATIMS A NOTES MULLION 2 MILIONSECITON
DETAILS AND ANCHORING 3 DESIGN PRESSURE
CHARTS Digitally signed by
Hermes F. Norero, P.E. Reason:I am
approving this document Date: 2015.02.
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INSTALLATION ANCHOR
THREE (3) PER ANCHOR CLIP
EXTERIOR FINISH
3/4' MDV. EDGE DISTANCE
2X WOOD FRAME BY OTHERS
1 Ur MIN.
EMBEDMENT
8 X 1/2' TEK SCREW 1/4' MAX. SHffMSPAGE
FOR MULL CLIP TO I
WINDOW FRAME I µINDOµ, FRAME
O.A. WINDOW #10X 1'TEK SCREW
HEIGHT m5TWO (2) I FOR
MULL CLIP TO MULLION
EXTERIOR
INTERIOR C
VERTICAL SECTION 2
HU M-2XWOODFRAME 106R.
5 SELF -non i n4s SCREW
OF SUFFIC$NT LENGTH TO
ACHIEVE 3 THREADS 1
PENETRATION BEYOND MULLION TUBE.
SEE NOTE 9. SHEET 3. g
ORIZONTAL SECTION 2
fiU*/L100/3100AUffAWUMMULL SEE
SHUT FOR REINF. OPDORS EXTERIOR
INTERIOR 10
X 1' TEK SCREW 6R.
5 TWO (2) O.
A. WINDOW FOR MULL CLIP TO I HEIGHT
MULLION I WINDOW
FRAME 8XI/2' TEK SCREW I BR
5 FOUR (4) I WL4'
MAX
FOR MULL
FRAMEIP TO F SHIMSPACE
INDOW FRAMEEXTERIORFINISH
BY OTHERS
ix WOOD
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OTHERS CONCRETE/ MASONRY
BY OTHERS 3/16'
ITW TAPCCMI ... - . INSTALLATION ANCHOR -.'.•
21/2' MIN. EDGE THREE (3)
PER ANCHOR CLIP DISTANCE VERTICAL SECTION
i SILL-
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DETAIL
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DETAIL
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