106 Wildwood Dr - BR18-002924 - WINDOWSCITY OF
SA FORD-
FIRE DEPARTMENT
Building & Fire Prevention Division
JUL 01 2C3 PERMIT APPLICATION
f Applicationlication No: I' a g 2 q
Documented Construction Value: S ) 40(o001"
Job Address: c t) ir C)d Oar --qc Qc cx'C% . 3 7 7 3 Historic District: Yes No
Parcel ID: Residential [Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: I .-P— 1) IQr _ i nCA . ( L i r1C QW ttU
Plan Review Contact Person: Title:
Phone: Fax:
Property Owner Information
Name Phone: 407 ! 3 1y Q 3 (4
Street:
rr
Resident of property?: C-)WI)e r'
City, State Zip:
Contractor Information
Name Phone:
Street:
City, State Zip: _
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Email:
Fag:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: (a( L)e n LY)GO Se0b
Address: P 0Y inc 'c\
o++ W}401 -(.S'0I
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 most be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, beaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as ofthat date: 6" Edition (2017) Florida Building Code
Revised: August 1, 2017 Permit Application .0 &5&-)
NOTICE: In addition to'the requirements of this permit, there may be additional restrictions applicable to'".vpnoperty that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other go'teatities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property ofthe requuemem,gf>F7a-ice lim--;Law, FS 713.
The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy oftheereantsd-oontract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalfii-* 8re job atthe-time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effec[ ;at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contracteaoeed ihcsua] construction value, credit will be applied to your permit fees"when the permit is issued. i.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is ace to and that all work williLbedoneincompliance.with all applicable laws regulating construction and zonmg x__,
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature ofNotuyState ofFlorida Date
u y`fiI
DEBBIE BIANTON
MY COMMISSION B FF 178648
EXPIRES: February 25, 2019
Bonded Thru Notary PubirUnderorters
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
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
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: • # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
BUILDING:
Revised: August 1, 2017 Permit Application
REQUIRED IINSP EC.T ON' SEQUENCE
n .-,
max- 110s ecdon IIDescri dorm.
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie- Beam / Fill / Dawn Cell
Sheathing— Walls-
Sheathing— Roof
Roof Dry In
Frame
Insulation. Rough In
Firewall Screw Pattern
Drywall / Sheetrock
I mar
REVISED: June 2014
Electric Underground
Footer f SIab Steel Bond
Electric Rough _
T.U.G.
Pre -Power Final
Electric Final
Mechanical Roug
Mechanical Final.
Gas de
Gas Roug
Gas- Final
PLAN REVIEW COMMENTS
Application Number: 18-2924 Date: 08.06.18
Project Description: Windows Contact Name: None Provided
Job Address: 106 Wildwood Dr Contact Email: None Provided
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected Plan sheets and/or
supplemental infornsation as requested Permit submittals will not be accented without two conies.
COMMENTS:
1. An exterior wall layout of the home is required to be submitted indicating the location and size of each window that will be
replaced.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation ofany ofthe adopted codes or municipal
ordinances of this jurisdiction.
Office meetings wills thePlans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
1-
SCPA Parcel View: 10-20-30-502-0000-1160 Page 1 of 2
p
aJoMsat Cry Property Record Card
r Parcel: 10-20-30-502-0000-1 160
rA., C Property Address: 106 WILDWOOD DR SANFORD, FL 32773
Parcel Information Value Summary
Legal Description
LOT 116
RAMBLEWOOD
PB23PGS7&8
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
Lounty Bonds
Sales
Description
WARRANTY DEED
WARRANTY DEED
CERTIFICATE OF TITLE
WARRANTY DEED
WARRANTY DEED
Find Cemparat le Sales J
i Land
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value $94,696 80,772
Depreciated EXFT Value $2,440 2,440
Land Value (Market) $32,000 23,000
4
Land Value Ag
129,136 106,212
Portability Adj
Save Our Homes Adj $43,507 22,344
Amendment 1 Adj $0
P&G Adj $0 0
Assessed Value $85,629 83,868
Tax Amount without SOH: $1,225.00
2017 Tax Bill Amount $799.00
Tax Estimator
Save Our Homes Savings: $426.00
DoesNOT INCLUDE Non Ad Valorem Assessments
Assessment Value Exempt Values Taxable Value
85,629 50,500 35,129
85,629 25,500 60,129
85.629 50,500 35,129
85,629 50,500 35.129
85,629 50,500 35,129
Date Book Page Amount Qualified Vacnmp
4/1/2000 03832 1910 85,000 Yes Improved
8/1/1989 02104 1236 62,400 No Improved
3/1/1988 01943 1741 100 No Improved
2/1/1980 01268 0156 48,500 Yes Improved
11/1/1979 01253 0037 100 No Vacant
Melhod Frontage Depth Units I Units Price I Land Value
LOT 0.00 0.00 1 $32,000.00 $32,000
Building Information
Is Bed/Bath count incorrect? Click Here.
Description Fbdures Bed Bath Base Area Total SF Living SF Et Wall Adj Value Repl Value Appendages
http://parceldetai1.scpafl.org/ParceIDetaiIInfo.aspx?PID=10203050200001160 7/2/2018
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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 PUBLISHED
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 WnH
MANUFACTURER'S PUBLISHED INSTALLATKN INSTRUCTIONS.
6 WHERE IX 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.
8. 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 APPLICABLE LOADS.
10. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
I I. FRAME MATERIAL. EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE X6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO, DESCRIPTION
I NOTES
2 ELEVATIONS
3 - 10 INSTALLATION DETAILS
REMsors II
REV OESGtlPIKw MlE I MPRWEo
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 18 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 #8 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-33KSI/FU-52KSI OR
ALUMINUM 6063-75 FU-30KSI .048" THICK MINIMUM
SIGNED: 12/19/2016
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 1630 HS REINFORCED
NON -IMPACT 72" X 63"
NOTES
scxC aTE
oe- 01 - IONA 1 NTS 11/30/16 1 OF 10
ROWRTOLOWSP.E. Luis R. Lomas P.E. K vWOo0FOR0ROLEWSV4LE.mc2ml-J FL NO.: 6514471400wAbamsIlanumoc"
f
L
FF
HE
72" MAX FRAME WIDTH
4" MAX I j- 15" MAX 0 C. I 4" MAX
4" MAX
15"
3" MAX O.C.
kX
O
TWECHT
4" MAX
6
F
HEI
3" MAX
1
3 MAX
8"
MAx
RIME
MAX O.0
3' Q
GHi
3„ MAX
1630 SH REINFORCED I
EXTERIOR VIEW
FINLESSAFLANGE WSTALLATON FOR NUMBER OF
ANCHORS DESIGNPRESSURERATINGIMPACTRATINGREOUIREOSEE
CHART b1 30.
01-35.OPSF NONE R
WONS REv
OESMPIKN aA1E APPROVED MAX
NAROWARESCHEDULE
A
L21 METAL LOCK WITH KEEPER /4'FROM TOP AND B RAIL B.
C
ALSASHWHEESI/R'FROMSTILESALONGBOTTOMRAL UMNUNROEMENMNT
162 ATNTERMEOIATEJARS D ALUMNUMRENFORCM4115
AT SASH LOCKNOSTILE 1630 SH REINFORCED
EXTERIOR VIEW FIN
INSTALLATION FOR
NUMBER DESIGN
PRESSURE /tATWD
I IMPACT RATING OF ANCHORS REQUIRED 140.0PSF
NONE
SEE CHART J12 Chart #1 Number
of anchor
locations required Frame Frame Width
n Height 36.R44
42oo 4R00
54A0
woo 66.00 zoo n Mead Mead
Jamb lead Jamb Need hmb Head Jamb lead Jamb Need Jbmb 36.00 3
43 4 3 5 3 5 3 5 3 6 3 4100 3 4
4 4 4 5 4 5 4 5 4 6 4 48.00 3
44 4 5 4 5 4 5 4 8 4 5&00 3
4 5 4 5 5 5 5 5 5 5 6 5 60.00 3
45 4 5 5 5 5 5 5 5 8 5 6&;- 3 4
5 4 S 5 5 5 5 5 5 6 5 NOTES: 1. MAXIMUM
SASH
SIZE: 35 5Af' X 59 718' 2. MAXIMUMD1.O:
321/16'X563/16' MI WINDOWS AND
DOORS LLC 1900 LAKESIDE PARKWAY
FLOWER MOUND. TX
75028 SERIES 1630 HS
REINFORCED NON -IMPACT 72"
X 65" ELEVATIONS cm NO
REV
08-03001 - NTS
OAS 1
1 /30/ 16 sNEEt 2 OF 10 L. ROBERTO LOWS
P.E. IMWOWFOR0R0
LEWSVRLE. NC 27M 4w4wo6Q9 -Ifan+ cons
SIGNED: 12/19/
2016 7 TAT 8
OF
8 ORlO 0
pII pNA11` Luis R. Lomos
P.E. FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
f 1 1/4" MIN.
EMBEDMENT
i
1/4" MAX.
o
OSHIM SPACE
O J8 WOOD SCREW
EXTERIOR INFERIOR
VERTICAL CROSS SECTION
WOOD FRAMINGOR 2XBUCKINSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
1 1/4' MIN,
EMBEDMENT
1
1/2" MIN.
EDGE DISTANCE
8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REVKIONS
ocscMVIR1N au I AWRWM
SIGNED: 121W016
MI WINDOWS D LLC ILlOY/,, NOTES:
1. INTERIORANDEXTERIOR FINLSHES.BYOTHERS. ooLAKESIDE PARKWAY 11Ii A
J' NOT
SHOWN FOR CLARRY.` LOWER MOUND. 75028 2.
PERIMETER AND JOWT SEALANT BY OTHERS TO BESERIES 1630 HS REINFORCED 0 •' OESIGNEOINACCORDANCEWRHASTME2112NON —IMPACT 72" X FINLESS
INSTALLATION DETAILS iAi OF t)
14MN•. ORC NO OB-
03Ef001 REV
GAIO : j i
B NA 1`Q,•V OE
DUE NTS11/30/16 3 OF 10 L.
ROBERTO LOk4$ P.E. I4Si
WOODFORD RD LENISVW. NC270PJ fLuis R. Lomas FL
No.; os
P.E.P1N404m
dba*Wk ffuwtwn
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROI
APPROVEI
SEALAN'
MET
STRUCTUI
BY OTHEI
3/4" MIN
EDGE DISTANCE
EXTERIOR
1/4* MAX.
SHIM SPACE
V8 SMS OR
ELF DRILLING
iCREW
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 /4' MAX.
SHIM SPACE
L
3/4" 1
EDGI
DIVAN
N8 SMS 0
SELF DRILLIN(
SCREW!
METAL
STRUCTURE _ _
BY OTHERS APPROVED
SEALANT
I R
RLV DEsminION MlE APGROVID
1/4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE
DESIGNED INACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND. TX 75028
SERIES 1630 HS REINFORCED
NON -IMPACT 72" X 63"
FINLESS INSTALLATION DETAILS
ORAWW.. oWO No
R.L. 1 08-03001
SGLE N75 I OAIE 1 1 /30/ 16 lsEL4 OF 10
L. PMRTOLONNSP.E.
lJW Y100MR0 RDLEtlMSYRtE. NC271PJ
SIGNED. 1211912016
I• to d ee •R:
Luis R. Lomos P.E.
FL No.: 62514
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY ,
BY OTHERS
1 1/4" MIN.
OPTIONAL 1X BUCK ' ° EMBEDMENT
SEE NOTES 3 - 7
SHEET 1 T
1
S
REV DESCS"pl ow aiE AvvaaoEO
1 1/4" MIN. 1/4" MAX.
BACKER ROD
EMBEDMENT SHIM SPACE
APPROVED 1/4" MAX.
SEALANT O SHIM SPACE CONCRETEOTHERS
EXTERIOR
BACKER ROD
APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
3/16" TAPCON
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
4
VERTICAL CROSS SECTION
CONCRETEIMASOWRY INSTALLATION
o
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1 •° '
INTERIOR
3/16" TAPCON ° o0
2 1/2-
e
MIN.
EDGE
DISTANCE
EXTERIOR
BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEANASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOKW FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE
DESIGNED INACCORDANCE WITHASTME2112
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 1630 HS REINFORCED
NON -IMPACT 72" X 63"
FINLESS INSTALLATION DETAILS
MAWM owC wo.
R.L. 08-03001
So.LE NTS I WE 11/30/16 ISHEL15 OF 10
L ROWRTOLDANSP.E.
JAW *000 RDRDLEMISVRLE.NC27WJ
4314.88-009 dem.,®ebMweam
SIGNED: 1211912016
L/h2b,.
Old"
Luis R. Lomas P.E.
FL No.: 62514
REM4Lri5
1/2" MIN.
REV DESCRUnow DALE APPRMD
I
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
a
BACKER ROD 1/4" MAX. 1 1/4" MIN. 1/4" MAX.
do APPROVED a O SHIM SPACE EMBEDMENT SHIM SPACE
SEALANT
c I- INTERroR
D1/2" MIN. o0
EDGE DISTANCE e e
O p8 WOOD SCREW
pe wooD e e
SCREW a0
EXTERIOR INTERIOR WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
Ar-7-11.
BACKER ROD
SILL TO BE SET do APPROVED
IN A BED OFSEALANT
APPROVED SEALANT
BACKER ROD JAMB INSTALLATION DETAIL
APPROVED1/4" MAX. WOOD FRAMING OR2X BUCK INSTALLATIDAISEALANTrSHIMSPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211912016
MI WI D LLCNOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, ooOWLAKESIDE PARKWAY
FLOWER MOUND, TX 75028
A. LoYlk NOT
SHOWN FOR CLARITY. v\;•v\C6N q.'jp SERIES
1630 HS REINFORCED 6RCNON722.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE ACCORDANCEWITHASTME2
2 DESIGNEDMn06 •* fi IMPACT X
FLANGE
INSTALLATION DETAILS
OF ;/ : i 0p10' • ! I%
ONA1105'%``\ DRAWN.
Dwc Ro
REV R.L. 08-
033001
DE
NTS 11/
30/16 6 OF 10 L. ROBERTO LOANS
P.E. lAw WOODFORD RD
LEWISVD2! UE. NC Luis R. Lomas P.E. FL No,: 62514 W,
WM9 r>bs!}orna>PonmAOL
3/4' MIN
EDGE DISTANCE I
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
1/4' MAX.
SHIM SPACE
MS OR
DRILLING
W
INTERIOR
VERTICAL CRASS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 /4' MAX.
SHIM SPACE
I RMSIONS '
REV OESM;n*N I MlE T AGmmo
J MAX.
SHIM SPACE
i
3/4" MIN.
EDGE
DISTANCE I L
8 SMS OR e
SELF DRILLING
SCREWS
METAL
STRUCTURE BACKER RODBYOTHERS & APPROVED
SEALANT
JAMS INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORANDEXTERIOR FINISHES, BY OTHERS,
NOTSHOWN FOR CLARITY.
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM M 12
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 1630 HS REINFORCED
NON —IMPACT 72" X 63"
FLANGE INSTALLATION DETAILS
DRAWN: DNO NO.
R.L. 1 08-03001
xuE NTS "t 11/30/16 s'cr'7 OF 10
ROAERTO LOINSP.f.
1432 WOODFORDRD LEWRSV¢LE. NC 27WJ
SIGNED: 1211912016
NN111111"-
Luis R. Lomas P.E.
FL No.: 62514
RMONS
ptv asunclaN
2 1/2' MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS e
e•
a ' 1 1/4' MIN.
OPTIONAL 1X BUCK e EMBEDMENT
SEE NOTES 3 — 7
SHEET 1 1 1/4' MIN. 1/4" MAX.
j EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
BACKER ROD 1/4' MAX. BY OTHERS • k APPROVED
SEALANT CEj0 D SHIM SPACE o
D OPTIONAL 1X BUCK
3/16' TAPCON SEE NOTES 3 - 7 7
SHEET 1D INTERIOR
3/16" TAPCON o ' 00
EXTERIOR INTERIOR
SILL TO BE SETBACKERRODDINABEDOF
APPROVED APPROVED SEALANT
SEALANT
1/4" MAX.
OPTIONAL 1X BUCK SHIN SPACESEENOTE3 — 7
SHEET 1 cz
CONCRETE/MASONRY
BY OTHERS
e ' Vie• .
VERTICAL CROSS SECTION
CONCRETF194SONRY INSTALLATION
MIN.
EDGE o
DISTANCE
BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEi 4AWNRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER ANDJOINTSEALANT BYOTHERS TOBE
DESONED IN ACCORDANCE WITH ASTM E2112
SIGNED. 1211912016
MI
19DFLOWWINDOWSLAKESIDE TPARKWAYRKoiBRS LLC `
p6WL4Ai Vv_
SERIES 1630 HS REINFORCED
NON -IMPACT 72" X 63"
FLANGE INSTALLATION DETAILS AY OF •y'
oiurN: mrc w. REV ••. OR10' •O!
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08 E3E001NTS11/30/16 8 OF 10
L.AWERTOLOANSPE. LU1S R. lomos P.E. 14VWOODFORDADLEWISYILLE. NC27W3
Mg-OM *tem=m FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
p6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
EXTERIOR INTERIOR
3/8" MIN
EDGE DISTANCE
N6 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4^ MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
6 WOOD
SCREW
1 1/4-
MIN
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
3/8^ IN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIORFINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINT SEALANT BYOTHERS TOBE
DESIGNEDINACCORDANCE WITH ASTME2112
REVISIONS
DESCRIPTION DOE I APPROVED
SIGNED. 1211912016
D LLCMIWI9ooW 1% AILpyz PDOOyRSKEsD
NS,
FLOWER MOUND. TX 75028 v;'\CBN y.'
0 •*' SERIES 163D HS REINFORCED
NON —IMPACT X 6
FIN WITH J CHANNEL INSTALLATION DETAILSN AY OF
i ••.'OR10'•!
Oi NAL
ORAWK oWc NO
08 01
REV
swE aIE sinNTS11/30/16 9 OF 10
LUIS R. Lomas P.E.
FL No.: 62514
L. R08ERTO LOWS P.E.
US? WOODFORD RDLEWISVILLE. NCP7Q?9
a 1Beba609 dbmis®MaIltlpocm
APPROVED
SEALANT
BEHIND FIN
16 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
3/8" MIN
EDGE DISTANCE
16 WOOD
SCREW
APPROVED --- -
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMINGOR2XBUCKINSTALIAT10N
AMONS
OESERIPIION
WOOD
FRAMING
BY OTHERS
1/4" MAX
SHIM SPACE 1/4" MAX
r WOOD FRAMING
SHIM SPACE
BY OTHERS
6 WOOD
SCREW
INTERIOR
iI
1 1/4" e
MIN.
EMBEDMENT 00
EXTERIOR INTERIOR u
APPROVED o0SEALANT
BEHIND FIN
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
1/4- MAX WOOD FRAMINGOR2X BUCK INSTALLATION
SHIM SPACE
WOOD
FRAMING
BY OTHERS
NOTES:
1 INTERIOR AND EXTERIOR FINISHES. BY OTHERS
NOTSHOWN FORCLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM EZI12
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 1630 HS REINFORCED
NON —IMPACT 72" X 63"
FIN INSTALLATION DETAILS
MINK NO. ONC
R.L. 08-03001
SME NTS IWE 11/30/16 s'w 10 OF 10
L. ROBERTO LOMAS P.E.
OMWO00FORDROLEW4SVRLE NCZ?=
4346060009 Abnss®0'bmswecom
GaE APPROVED
SIGNED: 1211912016
0
At OF •
Luis R. Lomas P.E.
FL No.: 62514
AM
MAX. —
I
FRAME WIDTH
J_
4" MAX.
ANCHORS TO BE
T
EQUALLY SPACED, SEE
ANCHOR CHART
SHEET I FOR UNIT
SIZE AND ANCHOR
QUANTITY O 8MAX. FRAME
HEIGHT
ff
X
J_
4-
MAX, I
SERIES
2NO FINLESS PVC SINOLE NUNO WINDOW EXTERIOR
VIEW OESIQN
PREBwn RATINp IMPACT RATING t2VISIF
NONE Nunlbw
of fisn ulrod of uch emb He
ht Pnj
eno
wblh (Inj m
I Sao I Sao 142.0 1 4!0 8E1113 t1,
0 J J J 1 J J 0.
0 7 J J J 7 J Sao
J J J J J J 4&
0 J J J J J J 44.
0 J J J J J J 84,
0 J J J J J eo.
04 4 1 4 ee.
0 4 4 1 4 4 1 4 1E0
1 4 4 18,
0 4 4 1 4 a,
o e e e e TABLE
OF CONTENTS SHEET
NO.1 DESCRIPTION ELEVATIONS,
ANCHORING LAYOUTS AND NOTES 2 -
3 1INSTALLATION R(
VISR)<IS OCfCRIPTRIN
Ml( I APPRMO 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)
IY. BUCK OVER MASONRY/CONCRETE IS OPTIONAL, WHERE 1Y 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. 4)
ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS. 5)
FRAME MATERIAL: EXTRUDED RIGID PVC, 6)
SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT, MEETING
RAILS MUST BE REINFORCED WITH RF-104S-020 STEEL REINFORCEMENT, 7)
UNITS MUST BE GLAZED PER ASTM E1300-04, 8)
APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WINO BORNE
DEBRIS REGIONS, 9)
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM
WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK
TO BE 1/4", 10)
FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" ITW TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH
2 5/8" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS, I
I) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
12)
ALL FASTENERS TO BE CORROSION RESISTANT, 13)
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 3.192 PSI, C.
MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER).
STONED:
04,PW012 MI
WINDOWS AND DOORS 41111111,650
G
ANTZ,TPAARKET
117030-
03 OSTREET J\
v GaN`',4i SERIES 3540
FINLESS PVC SINGLE HUNG WINDOW 0 • t STEEL REINFORCED -
NDN-IMPACT 52" X 84" i p ELEVATION, ANCHORINGLAYOUTANDNOTESAOR V.L.
1 08-01 S 14
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
L
FLANGE TO BE
SET IN BED OF 1/4" MAX. j
APPROVED SEALANT SHIM
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION SELANT
RMSIONS IKvOfSCRimomM1[ / p"no
1 3/16" MIN, 1/4" MAX,
EMBEDMENT SHIM
r JB W000 SCREW
1 INTERroa
2X BUCK/WOOD FRAMING
Y OTHERS, 2X BUCK TO
EXTERIOR _ -, INTERfOR
B
BE PROPERLY SECURED
I SILL TO BE SET IN
I BED OF APPROVED
CONSTRUCTION ADHESIVE
FLANGE TO BE 1/4" MAX,
SET IN BED OF $HIM
APPROVED SEALANT \
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO VERTICAL CROSS SECTION
BE PROPERLY SECURED RX81JI090 OOOFRAMINOMISTALLATINON
EXTERIOR
FLANGE TO BE
SET IN BED OF
APPROVED SEALANT HORIZONTAL CROSS SECTION
RX BUCK0000 FA AA001NSTALLATKON
NOTE; INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRANT2, PA 17030-0370
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
STEEL REINFORCED - NON -IMPACT 52" X 84"
INSTALLATION DETAILS
oRrwN Mr. No. RC
VA. 1 08-01514 -
MASONRY/CONCRETE
BY OTHERS
OPTIONAL 1X BUCK BY q, • .'
OTHERS. 1X BUCK TO BE
PROPERLY SECURED, SEE
NOTE 3 SHEET 1
FLANGE TO BE 1/4" MAX.
SET IN BED OF SHIM
APPROVED SEALANT
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION SEALANT
EXrER10R L:mffl*p_l INTERIOR
FLANGE TO BE
SET IN BED OF
APPROVED SEALANT ._..._
OPTIONAL 1X BUCK BY
OTHERS, IX BUCK TO BE • ' , • '
PROPERLY SECURED. SEE
NOTE 3 SHEET 1
VERTICAL CROSS SECTION
A/ASONRV=WRETE INSTALLATION
SILL TO BE SET IN
BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4" MAX,
SHIM
RLV1sWNs
0f1;CRonloN
1 1/4" MIN, 1/4" MAX.
EMBEDMENT SHIM
3/16" TAPCON
MASONRY/CONCRETE •
BY OTHERS , .
INTERIOR
2 5/8" MIN.
EDGE DIST.
o
OPTIONAL IX BUCK BY EXTERIOR
OTHERS, IX BUCK TO BE
PROPERLY SECURED, SEE FLANGE TO BE
NOTE 3 SHEET 1 SET IN BED OF
APPROVED SEALANT
HORIZONTAL CROSS SECTION
A4ISONRYA?ONCRETE INSTALLATION
au 1 APPW41)
MASONRY/CONCRETE NOTE; INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BY OTHERS NOT SHOWN FOR CLARITY,
MI WINDOWS AND DOORS 111 p/,, 630 WEST MARKET STREET N\4• • • 4
GRANT2, PA 17030-0370 `r;•\GeN,p.'
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• 0 6
STEEL REINFORCED - NON -IMPACT 52" X 84"
INSTALLATION DETAILS A OP
ORAWNr OWD ND. R[V I '.ORIO•O\ V. 08-01514 - Ii./Aui'