3221 Windsor Lake Cir - BR18-002618 - WindowsCI I Y Of ? I
g lSkNFORD Building & Fire Prevention Division
PERMIT APPLICATI N
Application No:
Documented Construction Value: S I,J o O
Job Address: 3221 Windsor Lake Cir. sanford Historic District: Yes[]NoF]
Parcel ID: 12-20-30-514-0000-1200 Residential Commercial
Type of Work: new Additions AlterationR Repair Demo Change of Use Move
Description of Work: Remove and replace 2 windows size for size
Plan Review Contact Person: Amber Pringle Title: Permit Admin
Phone: 407-347-3366 pax: 888-357-0370 Email: amber@acscfl.com
Name Marissa Geller
Street: 3221 Windsor Lake Cir.
Property Owner Information
Phone:
Resident of property? :
City, State Zip: Sanford, FL 32773
Apoia Cox -(ram 011 Contractor Information
Name Edward Stapp SyCs Ci Phone. 407-347-3366
Street: 12788 W. Colonial Dr. Fax: 888-357-0370
City, State "Lip: Winter Garden, FL 34787
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
State License No.: CBC1255277
Architect/Engineer Information
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.
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 %%ith the date of application and the code in effChas of that date: 61° Edition (2017) Florida Building Code
Reviscd: Januan' I. 2018 Pennit Application
S6 t
co
NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be
tiwnd in the public records of this county. and there may he additional permits required from other governmental entities such as water
managcnmcnt districts, state agencies. or federal agencies.
Acceptance ul'penmit 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 estinmated 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 constnrction 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.
1/ 11L e /( //v
ature fO nerlAgent Ignature o CCorrado / g Hate
C—AW t-A
Pnnt wilcr/Agcm's \am Print C aclor/Agenlb Vanic
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l bl l
Sig - ; a Dalc Sie_awrrof 1,.Iarv-SlalcorFlorida pale
KATRINA M. MONDEJ7SH KATRINA M. MONDEJARs =
Commission tt FF 949781CommissionFF949781
i Expires January 12, 2D20 , =?; Expires January 12, 2020ew4wnoT1WFabftm"lOp Mme rW.!1;'OmdrATlwTMyfiibairplODaESlOti O%
vncr!A,cnt is Personally Known to Me or Contrac t or/Agent is Personallv Known to Me or Produced
ID Type of ID Fiori6t& lio r y, Produced ID Type of I BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Flood Zone: Min.
Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS: %
nNING: ENGINEERING:
COtNENIE,
NTS: of
Heads UTILITIES:
FIRE:
Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
G-MiS Ro
ued. Janlun• I. 201 a Pemlil Applicdlinn
REQUIRED INSPECTION SEQUENCE
Rpm. %Q_'7_Gt St
R@lBL®MG PIBRMT -- — —
l Jln® Max IIn9 eetion IIDescri flon
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Op Final Window -
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre Demo
Final Demo
Final Single Farnify Residence
Final Building Other
Address:
KLE;c 9 c L RRIT
min max IIns eetion Description
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
min Max IIns eetion Description
Mechanical Rough
Mechanical Final
c
mn Marx ICns eetion IIDescri tion
Gas Underground
Gas Rough
Gas Final
RE SIEIID: June 2014
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: c- I*c_; o ( rAA-Z -
an agent of: A • L' - `b .
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
22 W\NO50CL (,A . CIR. SANG-01-
street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: C, DW A,?. n S-TA p P
State License Numbe
Signature of License
STATE OF FLORID
COUNTY OF
The foregoing instrument was acknowledged before me this driayofJw'1C ,
200 I _, by F Lrz who is s rsonally known
to me or o who has produced as
identification and whQ" Midid not) tako an oath.
71 __ I - I I
Notary Seal)
t Commission # FF 949E78R
d= Expires January iZ 2020
a` BW40d 7%V rmyFainVwjwm e0a,14SM9
Rev. 08.12)
Signature
Ka-t-r nQ M. Iylo d ems-,-/
Print or type name
Notary Public -State of PI o
Commission No. _FF 6j4a r181
My Commission Expires: a, 2o2o
RECORD COPY
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
Rllomas@lrlomaspe.com
Manufacturer: MI Windows and Doors, LLC.
650 W. Market St.
Gratz, PA 17030
Engineering Evaluation Report
Product Line: Series 185 Aluminum Fixed Window — 73" X 72" — Non Impact
Report No.: 513124B
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02357 Revision B, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: CCLI-14-060 signed by Wesley Wilson.
Construction Consulting Laboratory, Carrollton, TX
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: t60.Opsf
Water penetration resistance 9.00psf
3. Anchor calculations, report number 513124-2. prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitadons and Conditions of use:
Maximum design pressure: 360.Opsf
Maximum unit size: 721/2" x 71 1/2"
Units must be glazed per ASTM El300-04/09.
This product is not rated to be used in the HVHZ.
This product is not impact resistant and requires impact protection in wind bome debris regions.
Frame material to be Aluminum 6063-T5.
Installation: Units must be Installed In accordance with manufacturer's installation instructions and approval document,
08-02357 Revision B.
Certlflcadon of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
2618
gUILOG
c
SA&IFOR p
o
AgRTM
1 of 1
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
0 i1,i
Z • _
0 P00
TATO F ;.C,
5' OR10:
ZOFII
Luis R. Lomas, P.E.
FL No.: 62514
10/27/2016
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBUSHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPUCABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
DESCRiPIwM DATE APPROVED
REVISED INSTALLATION DETAILS 06/01/15 R.L
REVISED NAME AND ADDRESS 10/27/16 1 R.L
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. 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 BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048) FY=33KS1/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048• THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS. CHARTS AND GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
SIGNED: 11115 2016
MI WIND DOORS, LLC IILo
i/ oWw. MARET GRATZ.
PA 17030 R.
GEN,
rF•9d+ 0
6 Tt' SERIES185ALUMINUMFIXEDWINDOW73'
X 72" NON -IMPACT NOTES
DE OF ; y; i'•'
o(ORIO;• oDAwJ.LN: oACNa REV OS
B ss Oljln1111 aO``\\ Luis
R. Lomas P.E. FL
No.: 62514 snot
NTS IAh 09/03/14 s arr 1OF 127 L ROBERTO
EOUMAS AE I492 NOOOFORD
RO LSMVI" NC 27023 A N-
600.ON9 Nans bbmasp.cm
72 1/2' MAX FRAME WIDTH
6' MAX 18' MAX O.C. 6' MAX
I Y
18'
MAX O.C.
IT
71 1/2'
MAX
HFOHT j
I /
REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOWI & 92 EXTERIOR WEWFORNUMBEROF
ANCHORS REOUIRED
72 1/2' MAX FRAME WIDTH
6' MAX 18' MAX O.C.
6' MAX
6' , 00
71 1/2' 18'
MAX MAXTO.C.
HEIGHT t
j j
REFER TO CHARTS —"' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW01 & %2 EXTERIOR VIEWFORNUMBEROF
ANCHORS REQUIRED
DESKIN PRESSURERATING AMPACTRATING
360.0PSF NONE
NOTES:
1. AIAXWIJVD.LO.: 6934'X6834'
eLvma
AW DC9L7ePe m" WE I A1771 M
A REVISED DISTALLA110N DETMLS 06/01/13 R.L
8 1 REVISED NAME AND ADDRESS 10/27/16 1 R.L
W-n:im
Nu-bero/enebom figulred(without tWdHfl
Rene Rome wwh Ibt
No" MOD 00 Sato Alwo 4a00 e4o0 Saco SLDO M50
lal Hit m0 Met mb Nat mb Net m0 NiS mb HAS Jamb Met mb Met mb Nbt
M00 2 2 2 2 3 2 3 2 3 2 2 2 4 2 5 2
Sa00 2 2 2 2 3 2 3 2 3 2 4 2 2 4 2 S 2
Sa00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 S 3
4100 2 3 2 3 3 3 3 3 3 3 4 3 5 3 S J 6 3
4a00 2 3 2 3 3 3 3 3 3 3 4 3 S J e 3 0 3
00 2 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4
MOD 2 2 3 4 3 S 3 S S S 5 6 seato24243535364656eISe71.50 2 S 2 5 3 S3 6 3 e 7 S 7 e 7 7
CMART"
Number of enebors FeWred IA d9ld Rlf
Rome Rome wWh bt
Hh" 2&00 50.00 SaOD It001 4100 1S•.001 met Qa00 TZso
Vn) Met mb Ma8 mb Mtt m0 Net Jamb HAS bmblK&$IbMb Mat Almb Met Aemb Met ANNAb
2400 2 2 2 2 3 2 3 2 3 2 4 2 2 4 2 S 2
70.00 2 2 2 2 S 2 J 2 3 2 4 2 4 2 2 5 2
M00 2 3 2 J 3 3 3 3 3 J 3 3 4 3 5 3
4100.2 3 2 3 3 3 J 3 3 3 4 3 3 3 S 3
4/00 2 3 2 3 3 3 3 3 3 3 3 3 4 3 5 3
6400 2 1 2 3 J 3 1 1 1 S I
e0.0D 2 1 2 3 1 3 1 3 1 1 S 1
e100 2 2 3 3 J 4 ff 6 1
7f.S0 2 S 2 5 J S J 5 3 5 5 4 S 5 S
SEE SHEETS 4.7FOR INSTALLATIONDETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73' X 72' NON —IMPACT
FLANGE Q FINLESS ELEVATION & CHARTS
DROft Napa
J.L 08-02357
L uc HTS "T 09/03/14 Ism 2 OF 12
L FAMERTO LOURS P.E
tat? NCODFOAD RD LEWISM& AC 27M
34bestene neorna brrv0omn
SIGNED: 11115/2016
v •\CENB'9,
r111111111l`"
Luis R. Lomas P.E.
FL No.: 62514
72 1/2' MAX FRAME WIDTH
6' MAX 18' MAX O.C. 6' MAX
IAX8
71 1/2'
MAX
FRAME
HEGHT
j
REFER TO CHART g3 SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF EXTERlORVIEW
ANCHORS REQUIRED
72 1/2' MAX FRAME WIDTH
6' MAX I MAX O.C. 6' MAX
7
71 1/2'
MAX
FRAME
HEIGHT
REFER TO CHART #3
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR WEW
DESIGN PRESSURE RATING WPACT RATING
t60.0PSF NONE
NOTES:
1. MAKLWUMO.L0.: 69314'X66Y4'
RD#610N5
REV oelcom r oATt APPROWD
A REVISED DLSTAUAT10N DEVILS 06/01/15 R.L
8 REVISED NMIE AND ADDRESS 10/27/15 R.L.
CHARTI3
NumberoT andwsnqulraA n lnsdlladon Ram*
Anm4.l0U Mgln
2100 1 3a00 3a00 1 4200 4a00 5100 sa00 sa0o LSD lU1
HAS pambi Nas ma HAS W-bl Nas m6 Nas J..b N" me Nas Almb HAS Imb NN U00
3 J 3 3 3 J 3 4 3 4 3 5 3 S 3 6 3 2a60
3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 a 3 3L6o
3 3 3 3 3 3 4 3 3 4 3 5 3 5 3 6 3 4100
3 4 3 3 4 4 4 4 s 5 4 a 1 4aso
3 4 3 3 4 4 4 4 4 5 5 4 6 4 a400
3 4 3 4 3 4 4 4 4 5 4 5 4 6 4 MOD
3 5 3 6 3 S 4 5 4 5 4 5 5 5 5 5 6 5 sa0o
3 S 3 S 3 5 4 5 4 5 5 5 5 5 5 6 5 50
3 6 1 3 6 3 6 4 6 1 6 4 6 5 6 6 6 6 6 SEE
SHEETSFORINSTALLATION DETARS MI
WINDOWS AND DOORS, LLC 650
W. MARKET ST. GRATZ.
PA 17030 SERIES
185 ALUMINUM FIXED WINDOW 73'
X 72' NON —IMPACT FIN
ELEVATION Q CHART ORjeft
OaD M0. J.
L 08-02357 srriva
NTS I WE 09/03/14 19=3 OF 12 L
A06EMOLOM4SPE IM
WOODF ORD RD LENASVLL$ NC 27M 434d000
cm SIGNED:
111152016 GEN84`
d' TAT
OF YONA
Uao```` Luis
R. Lomos P.E. FL
No.: 62514
1/2' MIN.
REVISIONS
REV DESCRIMON DAIS I APPROVED
EDGE DISTANCE
3/4' MIN A REVISED INSTALLATION DETAILS O6/Ot/t5 R.L.
WOOD FRAMING 1 1/4' MIN. METAL*
INTERIO
DGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
OR 2X BUCKF EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS1/4' MAX.
SHIM SPACE
1/4" MAX.
BACKER ROD SHIM SPACE BACKER ROD
APPROVED APPROVED
SEALANT SEALANT
10#10 SRI OR
WOOD SCREWSELF SELF DRILLING
EXTERIOR SCREW
EXTERINTERIOR
g10 SMS OR
10 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD RIGID FILLER BACKER ROD RIGID FILLERAPPROVED1/4' MAX. APPROVED
SEALANT SHIM SPACE SEALANT 1/4' MAX.
SHIM SPACE
WOOD FRAMING
OR 2X BUCK 1 1/4' MIN. METAL
STRUCTURE NOTES;
BY OTHERS EMBEDMENT BY OTHERS I INTERIOR AND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFOR CLARRY.
3/4' MIN 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE
1/2' MIN. EDGE DISTANCE DESIGNED INACCORDANCE WRHASTME2112
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2XBUCK INSTALLATION
1 1/4' MIN
EMBEDMENT
1/4' MAX.
r SHIM SPACE 1/4' MAX. r SHIM SPACE
1/2' MIN. 3/4' MIN
EDGE DISTANCE
INTERIOR EDGE DISTANCE INTERIOR SIGNED., IIII 7016
MI WINDOWS AND DOORS, LLC
p10 SMS OR
650 W. MARKET ST.
GRATZ, PA 17030 J • GEN• N 10 WOOD v,• \ FSCREWSELFDRILLING
SCREWS SERIES 185 ALUMINUM FIXED WINDOW I0 #
WOOD FRAMING
OR
EXTERIOR
METAL
73" X 72" NON —IMPACTEXTERIORFINLESSINSTALLATIONDETAILSWITHOUT FILLERS E 2TATOf2xBUCK
BY OTHERS BACKER ROD STRUCTURE p0•. It.
APPROVED BY OTHERS APPROVED
J.L. J.L.
owe "oORIO
08-02357 c
j7,S/.... SEALANT SEALANT B
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL SCALE NTS I DALE 09/03/14 ISHEE4 OF 12 llll IIII
WOOD FRAMINGOR 2X BUCKINSTALLATION METAL STRUCTURE INSTALLATION L ROSERTO LOMAS RE Luis R. Lomas P.E. wV"0ODFORD RD LEWISVR.LE NC 27022 FL No.: 62514easosos
Alk
REVISIONS
REV DESCRIPIIDN 110E APPROWD
2 1/2" MIN. A REVISED INSTALLATION DETAILS O6/01/15 R.L.
EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
1 1/4" MIN.
OPTIONAL IX BUCK n 1 1/4" MIN EMBEDMENT
SEE NOTES 3 — 7 EMBEDMENT
SHEET 1 r1
o
CONCRETE/MASONRY
BACKER ROD 1/4" MAX, BY OTHERS 1/4" MAX
APPROVED SHIM SPACE SHIM SPACESEALANTOPTIONAL1XBUCK
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON
EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
3/16" TAPCON
BACKER ROD
APPROVED
SEALANT
OPTIONAL I BUCK 1/4" MAX.
SHIM SPACE
2 1/2"
MIN. SEE NOTE 3 - 7 EDGESHEET1DISTANCE EXTERIOR
T
CONCRETE/MASONRY BACKER ROD
BY OTHERS
1
1 1/4" MIN. APPROVED
EMBEDMENT SEALANT
a JAMB INSTALLATION DETAIL
CONCRETEA0SONRYINSTALLATION
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMSONRY INSTAU A77ON
SIGNED: 11/15/7016
MI WIND DOORS, LLC I !lIooWw. MNDKET
GRATZ, PA 17030
51R //
GEN,p.ii
SERIES 185 ALUMINUM FIXED WINDOWNOTES: 0 * ORAND EXTERIOR FINISHES. BYO7NERS, 73" X 72" NON -IMPACTNOTSHOWNFORCLARITY
2. PERIMETERANDJOINTSEALANT BYOTHERS TO BE FINLESS INSTALLATION DETAILS WITHUT FILLERS pKATE
DESIGNED INACCORDANCE WITHASTM E2112 O'••;c(OR10*• \ DRAWN Dwc No REvL. 08 B S%ONAj1E O\``
Sc-ME NTS aTE 09/03/14 sNEEr57 Of 12
L ROHERTO LOAIA,S PE
IAV WtlODFORD RDLEWISVILLE, NC27029 Luis R. Lomas P.E.
ELC-0d09 .am FL No.: 62514
1/2- MIN
EDGE DISTANCE
WOOD FRAMING 1 1/4' MINOR2XBUCKEMBEDMENTBYOTHERS
1/4" MAX
BACKER ROD Im SHIM SPACE
APPROVED
SEALANT RIGID FILLER17 #10 WOOD SCREW
EXTERIOR
INTERIOR
10 WOOD SCREW
RIGID FILLERBACKERROD
APPROVED 1/4- MAX.
SEALANT SHIM SPACE
WOOD FRAMING 1 1/ 4" MIN. OR 2X BUCK
BY OTHERS EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2XBUCK INSTALLATION
1 1/4- MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
T— I RIGID FILLER
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I FINTERIOR
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APPROVED
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SI MS
REV DESCRIPTION DATE T APPROVED
3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. STRUCTURE
BY OTHERS 1/4' MAX.
SHIM SPACE
BACKER ROD
APPROVED RIGID FILLER
SEALANT
J10 SAPS OR
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EXTERIOR INTERIOR
10 SMS OR
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BACKER ROD RIGID FILLERAPPROVED
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SHIM SPACE
STRUCTETALURE NOTES:
BY OTHERS 1. INTERIOR AND EXTERIOR FWISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
3/4' MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED INACCORDANCE WRH ASTM E2112
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
r1/
4" MAX.
SHIM SPACE
RIGID FILLER
3/4* MIN.
EDGE DISTANCE INTERIOR
10 SMS OR J
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SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN DWG No RE1
J.L. 08-02357 B
GALE NTS IDATE 09/03/14 —E' 6 OF 12
L ROBERTO LOU4S P.E
1432 WOCDFORD RD LEWISVILLE, NC 27023
4.w_6M_060v tl Ybm>.arn
SIGNED. 1111512016
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
REV DESCRIPWN DATE APPROVED
2 1/2" MIN A REVISED INSTALLATION DETAILS 06/O1/15 R.L.
EDGE DISTANCE B REVISED NAME AND ADDRESS t0/27/t6 R.L.
CONCRETE/MASONRY
BY OTHERS
1 1/4" MIN.
OPTIONAL 1X BUCK n 1 1/4" MIN EMBEDMENT
SEE NOTES 3 - 7 EMBEDMENT
SHEET 1
CONCRETE/MASONRY
BACKER ROD 1/q" MAX, BY OTHERS 1/4" MAX
APPROVED SHIM SPACE SHIM SPACESEALANTOPTIONAL1XBUCKRIGIDFILLERSEENOTES3 - 7
SHEET 1 RIGID FILLER
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EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
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do APPROVED RIGID FILLERSEALANT
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SHEET 1 DISTANCE EXTERIOR
CONCRETE/MASONRY BACKER
BY OTHERS b 11/4 MIN. APPROVED
EMBEDMENT SEALANT
a JAMB INSTALLATION DETAIL
e . CONCRETE/MASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
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CONCRETE/MASONRYINSTALLATION
SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC 1!10ow. ET ST.\\`It
NOTES GRATZ. PA 17030 v •*\GENB•giP SERIES 185
ALUMINUM FIXED WINDOW 1. INTERIORANDEXTERIORFINISHES. BYOTHERS, 4.TArTlVe0_
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NTS DATE09/03/14 SiEFT77 OF 12 L ROBERTO
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NC2702i LUIS R. Lomos P.E. FL No.:
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OR 2X BUCK
BY OTHERS
BACKER ROD do
APPROVED SEALANT
BEHIND FLANGE
1 /2" MIN.
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EMBEDMENT
1/4" MAX.
SHIM SPACE
10 WOOD SCREW
METAL
STRUCTURE
BY OTHERS
BACKER ROD do
APPROVED SEALANT
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3/4" MIN
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EXTERIOR EXTERIOR INTERIORINTERIOR
10 SMS OR
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BACKER ROD Qc RIGID FILLER BACKER ROD k RIGID FILLERAPPROVEDSEALANT1 /4" MAX0 . APPROVED SEALANT
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EMBEDMENT F SHIM SPACE
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INTERIOR
EDGE DISTANCE
010 WOOD 10 SMS OR
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OR 2X BUCK EXTERIOR METAL
BY OTHERS BACKER ROD & STRUCTURE
APPROVED SEALANT BY
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOODFRAMING OR2XBUCKINSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROWD
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 1 10/27/16 R.L
NOTES.
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
1/4" MAX.
SHIM SPACE
INTERIOR
SIGNED. 1111512016
MI WIND DOORS, LLC
oWw. MNDK
GRATZ. PA 17030
5 R.ILO
v GEN9F.4jI
SERIES 1ALUMINUM FIXED WINDOW 73"
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B BEHINDEDFLANGEe'.,c NTS DAtE 09/03/14 SNEE787 OF 12 ONIA1 t16``\` JAMB
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STRUCTURE INSTALLATION L ROBERTO LOM4S RELuis 1vHOODFORDRDLEW/SVILLE.AC270M R. Lomas P.E. 68&,
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REV
REVISIONS
DESCRIPTION DATE APPROVED
2 1/2" MIN. { A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L.
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BY OTHERS a
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SEE NOTES 3 — 7
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NOTES:
I. INTERIORANDEXTERIORFINISHES. BYOTNERS.
NOT SHOWNFOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTME2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
DRAWN DWG NO R
J.L. 08-02357
scuE NTS D`TE 09/03/14 1 SHE" 9 OF 12
L ROBERTO LOMAS P.E.
IAV WOODFORD RO LEWLSVXLE, NC 2700
9 -6&9-o D9 11b"Anewbn n
SIGNED. 1111512016
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1 /2' MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
RIGID FILLER
010 WOOD SCREW
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
3/4" MIN
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS 1/4' MAX.
SHIM SPACE
RIGID FILLER
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR EXTERIOR INTERIORINTERIOR
10 SMS OR
10 WOOD SCREW SELF DRILLING
SCREW
RIGID FILLERBACKERROD & BACKER ROD & RIGID FILLERAPPROVEDSEALANT1/4- MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4- MAX
i F SHIM SPACE
FRAMING
ff 1 1/4" MIN. METAL I-
T-_7OR2XBUCKEMBEDMENTSTRUCTURE
BY OTHERS 7WOODBYOTHERS
3/4' MIN
1/2- MIN EDGE DISTANCE
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
REV OESCRIPRDN DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
1/4" MAX.
1 1/4' MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
RIGID FILLER
T__ 1 RIGID FILLER
1/2" MIN. 3/4" MIN. INTERIOR
EDGE DISTANCE EDGE DISTANCE
INTERIOR
MI WINDOWS AND DOORS, LLC
6MARKET 10
WOOD A10 SMS OR GR ATZ, PA 17030 SCREW
SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW WOOD
FRAMING SCREWS
73" X 72" NON —IMPACT OR
2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS BY
OTHERS BACKER ROD & STRUCTURE BY
OTHERS BACKER ROD & No APPROVED
SEALANT APPROVED SEALANT J.L. J.L. 08-02357 B BEHIND
FLANGE BEHIND FLANGE sriut NTS o"c 09/03/14 1 S"m 10 OF 12 JAMBINSTALLATIONDETAILJAMBINSTALLATIONDETAILWOOD
FRAMING OR 2XBUCKIAISTALLA7701V METAL STRUCTURE INSTALLATION L
ROBERTO LOM49 RE 14M
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1111512016 R110z
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0 •.* T
OF
l s/
ONA
Luis R.
Lomos P.E. FL No.:
62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD & —
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL IX BUCK —
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY —
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
1 1/4' MIN. e
a EMBEDMENT
1
1/4' MAX.
SHIM SPACE
RIGID FILLER
3/16" TAPCON
INTERIOR
3/16" TAPCON
RIGID FILLER
1/4' MAX.
SHIM SPACE
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHEET 1
3/16" TAPCON
1
1 1/4' MIN.
EMBEDMENT
2 1/2"
MIN.
EDGE
DISTANCE
I
RENSIONS
REV DCWAF ION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 1 10/27/16 R.L.
1/4- MAX.
SHIM SPACE
r RIGID FILLER
INTERIOR
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETEiMASONRY INSTALLATION
NOTES:
1. INTERIORANDEXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN Dw0 NO. RED
J.L. 08-02357 B
SCALE NTS OAT' 09/03/14 SNEET l l OF 12
L ROBERTOLOA"$ P.E.
14M WOODFORD RD LEN?SVILLE, NC 27OZ
4JU49e10609 mam.P-rwmar. cm
SIGNED: 1111512016
p Mew
O
ORLOV'
j-0/NAiIE O\N
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
6 WOOD
SCREW
3/8" MIN jp lEDGEDISTANCEIIY
EXTERIOR
1 1 /4' MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1 /4' MAX.
SHIM SPACE
INTERIOR
1/4" MAX
SHIM SPACE
3/8" MIN -
EDGE DISTANCE
6 WOOD WOOD
SCREW FRAMING
APPROVED 1 1/4_ MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
6 WOOD
SCREW INTERIOR
I
1 1/4'
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EMBEDMENT v I
APPROVED
SEALANT
BEHIND FIN
EXTERIOR3/8' MIN
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JAMB INSTALLATION DETAIL
WOOD FRAMING OR2XBUCKINSTALLATION
REVISIONS
REV DESCRIPTION Wit APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/16 RL.
NOTES.,
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOTSHOWNFORCLARITY.
2. PERIMETERAND JOINT SEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTME2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAWN: DWG NO
J.L. 08-02357
snv.E NTS IDATE 09/03/14 1 SHEET 12 OF 12
L ROBERTO LOMAS PE
04M WOODFORD RO LEWIS YXLE. AC 270"
4.W-688.OW9 /0a'"doftmsswcnm
SIGNED: 1111512016
rN gF9 p_
STAT 6EOF ; Q
S:20R10T; 3` e NA j1`
Luis R. Lomas P.E.
FL No.: 62514
Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440-11
CW-PG60-1842x1816 (73x72)-FW
COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION
MI Windows & Doors, LLC 12786 18S PW (FIN & FLANGE) FRAME
AL)(0)(OG)(INS GL) 1842 mm x 1816 mmCode: MTL 12787 ASTM) 6'1" x 6'0")
This Certification will expire April 3, 2023 (extended from April 3, 2018 per AAMA 10345) and requires validation until then by
continued listing in the current AAMA Certified Products Directory.
Product Tested and Reported by: Construction Consulting Laboratory, International
Report No.: CCLI-14-060
Date of Reports: June 2, 2014
JGS/JTS
ACP-04 (Rev. 6/11)
Evaluated for Certification: January 5, 2018
44. 4odd Laboratories, Inc.
Authorized for Certification: January S, 2018
T
American Architectural Manufacturers Association