HomeMy WebLinkAbout105 Hazel Blvd (3)IP _DJ CITY OF SANFORD
NOU 0 201 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1p"
Documented Construction Value: $ WQ1 P
Job Address: 1 O_ V 0'26 1;2>lv d Historic District: Yes Nol l
Parcel ID: Q" a0 - LP:Q-,5Dq - CCD(QQ- OQ-1 Q Residentiao Commercial
Type of Work: New Addition AlterationV Repair Demo Change of Use Move
Description of Work: V)'ea ce; (1&0VvS CxDf 0'r)(n
Plad•,Review Contact Person: Ve\ \A Wa-f Title: A _N fC`(1
Phone: y 1LA\-A Fax: Email: ams . \V-Rc
Property Owner Information
Name Oe-oN 1u `LO eu ,.it Marc Phone: - is - 1'IOa
Street: \C)5 \(XZ•t\ Resident of property? : \
City, State Zip: `
c_
y)_px- (3ar—) _J
Contractor Information
Name C-avPe b\ A-\D(YlQ &\Q o) Phone: 4 Cr - r--)Ua- LOC8
Street: L- W\ Cax.A (S\) oce- Fax:
City, State Zip: V.C_V'Q_ V=kc o
I
T\,- State License No.: Scc i3 i 5) _]L LA
Name:
Street:
City, St, 1"p:
Bonding Company:
Address:
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. S
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code 0
Revised: June 30, 2015 Permit Application ' \ >
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:
be done in comnlianc"
certify that all of the foregoing information is accurate and that all work will
all applicable
Sign e of r/ % Dat
L `~ ,
Print Owne gent's Name
afore of -Notary -State o on Date
DENS MCDONALD
MY MISSION #FF166141
O t ;3'07,I to Me or4PrlFwrraaiibi,5
construction and zoning.
Signature of Contractor/Agent DSte/
t c J (iJ v//
Print Con for/Age 's N e
44
M'Y COMM
A,.:-e' EXPIRESos :.
3;"l53 Floridar
Contractor/Agent is
Produced ID
ON #FF166141
tojyer 6, 2018
Personally Known to Me or
3e of ID
BELOW IS FOR OFFICE USE ONLY
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: 11- Sao-''i'
1JTILITIES:
ENGINEERING:
COMMENTS:
I
c..,,a .. F E c cam' Sim Qr Si7,
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 'F /1-1-14
Revised: June 30, 2015 Permit Application
SCPA Parcel View. 10-20-30-509-0000-0070
CFA
Parcel Information
Property Record Card
Parcel: 10-20-30-509-0000-0070
Owner: BAILEY HEATHER & SEIG MARC
Property Address: 105 HAZEL BLVD SANFORD, FL 32773
Parcel j 10-20-30-509-0000-0070
Owner BAILEY HEATHER & SEIG MARC----
PropertyAddress ' 105 HAZEL BLVD SANFORD, FL 32773
Mailing 105 HAZEL BLVD SANFORD, FL 32773-
Subdivision Name ! HAZEL GLEN
Tax DistrictS1-SANFORD DOR
Use Code " 01-SINGLE FAMILY Exemptions
Value
Summary 2016
Working 5 Certified Values {
Values ' Valuation
Method CostlMarket CostMharket I E Number
of Buildings 1 1 Depreciated
Bldg Value 77 221 $ 5 5 841 i Depreciated
EXFTMalue 1,000 $1,000 i I Land
Value (Market) 20,000 $20,000 i Land
Value Ag j Jusi/
Market Malue " 98 221 $76 841 IT
I Q
f
f F -- - - i
PortabitityAdj - - Q
if Save Our Homes Adj $0 $0 00
Amendment
1 Adj $0 $3,749 P&
G Adj $0 — -$0 Assessed
Value $98,221 $73,092 1
Q Y Q
Tax
Amount without SOH: $1,517.00 2015
Tax Bill Amount $1,517.00 Tax
Estimator e
j
q Save
Our Homes Savings: $0.00 TRIM
Notice Help 12, r
Does NOT INCLUDE Non Ad Valorem Assessments Taxing
Authority Assessment Value i
Exempt
Values Taxable Value 1 {
County General Fund j
v--
98,
221 0 98,221 if Schools
j
98,221 0 98,221 f City
Sanford 98,221 0 98,221 SJWM(
SaintJohns Wa ter Mana gement) 98,221 0 98,221 I County
Bonds 98,221 0 98,221 i Sales
Description
Date Book 1 Page Amount j Qualified Vac/Imp 8/
1/2016-- iWARRANTYDEED08762 0146 141,000 No Improved j
SPECIAL WARRANTY DEED 10/1/2015 08623 0721 86,200 No Improved CERTIFICATE
OF TITLE t
9/
1/2015 08539 0606 100 No Improved oi
QUITCLAIM DEED 10/1/2002 04600 1463 100 No Improved I WARRANTY
DEED 7/1/1994 02798 1743 61,600 Yes Improved 1. WARRANTYDEED
10/1/1987 01895 0582 65,900 Yes Improved Land
Method +
Frontage Depth — Units U Price Land Value — LOT -_ —
0.00 0.00~— _ 1 -_-_-$20,000.00 $20,0001 http://
parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=10203050900000070 1/2
R
GREENBUIL*r
6BH8
Hone SOLUTIOi*4S, l"C.
489 Lakeshore Dr, Lake Mary, FL 32746
Buyer(s)
Address_
County
Work Phone
TELEPHONE 407-562-6982 FAX 407-233-1449
Date
State zip .?_ 7 3
n/
Greenbuilt Home Solutions, Inc.
Greenbuilt Home Solutions, Inc. agrees to sell and the buyer(s) agree(s) to buy the following goods and services, which are to be
furnished or used in the modernization, rehabilitation, repair, alteration or improvement of the real property located at the buyer's
address given below.
TOTAL INVESTMENT ......................................
DEPOSIT ON ORDER .....................................
BALANCE DUE ON COMPLETION
J...........
BALANCE TO BE FINANCED.....y......
o Cash o Check #
C, 16
o Visa o MC o AmEx o Discover
Credit Card # Exp. Date /,
Finance Information: Proposed Monthly Term () Proposed Monthly Payment $
PAYMENT SUBJECT TO CREDIT SCORE AND MAY VARY. PAYMENT ONLY AN ESTIMATE.
Comments:
r
Order to include-'JA Material & Labor Material Only Hurricane Panels & Installation
Greenbuilt Home Solutions Inc. is not responsible for alarm system reconnect. It is the buyer's responsibility for any charges
incurred for alarm system services.
Material and labor will be furnished in accordance to the Specification listed in this agreement. Greenbuilt Home Solutions, Inc.
is not responsible for any interior or exterior painting and/or staining unless otherwise specified in the terms of this agreement.
You, the buyer(s), may cancel this transaction in writing at any time prior to midnight of the third business day after the date
of this agreement. The Adersigned hereby acknowledges that they have read all the terms and conditions.on the back of this
agreement prior v s* ing. Your signature(s) below bind the buyer(s) to the terms and conditions of this agreement. I
B UYE-R ` G 11^% Date:
BUYER
REPRESENTATIVE:
Date:
Date: _ l 0/L l N7
WHITE - OFFICE COPY CANARY - FILE
WIN. Location Size Style Color
W/T
Tax Credit
Energy Star
Internal
GGrid/
I/2
Screens
Obscure
Glass
01
J J
taS v
1
02
03
t
Lk: 3 7 LJ
Vies
L Yes l es s
rYes
R"Yes C! Yes
04
a'
s i
r
05 n 7
s -
I es P120 q-Yes e
06
i
3 jt O es 5 G Yes
4
07 Yes Yes Yes Yes Yes
08 Yes Yes Yes Yes Yes
09 Yes Yes Yes Yes Yes
10 Yes Yes Yes Yes Yes
11 Yes Yes Yes Yes Yes
12 Yes Yes Yes Yes Yes
13 Yes Yes Yes Yes Yes
14 Yes Yes Yes Yes Yes
15 Yes Yes Yes Yes Yes
Doors/Patio Doors:
Door Location Size Style Color
3
Hardware Other
01
74
02
03 ZWjen 1
04
05
Authorization #
Extra Work or Special Instructio
t
e:=
Best Time to Cal
e-
C
FINAL PAYMENT IS DUE UPON SUBSTANTIAL COMPLETION OF THE PROJECT. SUBSTANTIAL COMPLETION DOES NOT INCLUDE BUYERS "PUNCH LIST" ITEMS. BUYERS "PUNCH
LIST' ITEMS WILL BE LIMITED TO A ONETIME LIST SIGNED BY ALL BUYERS. CONTRACTOR WILL MAKE REASONABLE EFFORTTO CORRECT LEGITIMATE DEFICIENCIES BUT WILL
NOT BE OBLIGATED TO EXCEED CURRENT INDUSTRY STANDARDS. THE FAILURE OF OWNER TO PAY ALL AMOUNTS DUE ON THE CONTRACT UPON SUBSTANTIAL COMPLETION
SHALL CONSTITUTE A MATERIAL BREACH OFTHIS AGREEMENT BY OWNER AND CONTRACTOR MAY AVAIL ITSELF OF ALL REMEDIES AFFORDED BYTHIS CONTRACT OR FLORIDA
LAW. FINAL PAYMENT NOT RELIANT ON MUNICIPAL INSPECTIONS, INCORRECT GRID PATTERNS, ETC. INITIAL
I il ili iilli IIIiI lilii IIIII iiiii Ilii illiTHISINSTRUMTPPAREDBY:
Name: e
EN\
O c
Address:
NOTICE OF COMMENCEMENT
C..
Permit Number: ` 6- Lq `D
Parcel ID Number: NO-aQ) - - F--09 " (--)CXCQ` C 1 C)
11AR'Y(11111E HORSE? 1301: MIDLE C0U1TfY
I...i:: lK OF C1T,CUI1• COUI i & COPIP OLLER
p, I:; r
C.L..EFZt. S Y 201LI14030
RECi RL I_p 1i!!i1/'ii:L ii;•if]. .Y 'I'i
JIG FEE-*.S $lcrtili
RECORI)i'a,i By
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY:, (Legal description of the property andstreet address if available)
2. ERAL DESCRIPTION OF IMPROVEMENT:
c0(acc q v r cxo s, 4 doov, Czti
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and addressA-\-e_CtArV K-
Interest in property: f'yC.CG
Fee Simple Title Holder (if other than owner listed above)
4. CONTRACT%%O R:I
Address: 4clk i 5.
SURETY (If applicable, a copy of the payment bond is attached): Add
6.
LENDER: done
Number. 40-1 JiQ? Uc. a Phone
Number. Amount
of Bond: 7.
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes. 8.
In addition, Owner of to
receive a pof the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9.
Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. C,
Signature
of Owner ar Lessee, or Owners or Lessee's I (Print Name and Provide Signatory's Title/Office Authorized
Officer/Director/Partner/Manager) c
State
of — County of / The
foregoing instrument was acknriledgrd before me this / day of 20 by
Who is personally known to me OR S
Name of person malong.5niemer who
has produced identification type of identl t
ERIC D. HUSS NOTARY
PUBLIC STATE
OF FLORII Comm#
FF192491 Expires
2/27/20, NOV ®
1 2016
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: \ \ • 1 pT
I hereby name and appoint:
an agent of:
Name
r'
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:
a-1 z P 1Y-6 cvr a TA -
Street
3a li
Address)
Expiration Date for This Limited Power of Attorney: \ • \ I —I
License Holder Name:
State License Number:
Signature of License Holder:
1
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowl dged before me this I day of
20f 6 , b LL - who is personally known
to me who has produced as
identificat on and who did (did not) take oath.
Si ature
Notary Seal) 'vt r `S c /6" old"
Print or type name
DENI--- 9 MCDONALD
MY CO%!,'- iSS10N riFFt66141
EXPu1ES October 6. ?018
407) 39 I53 1 , r .: its ':rry Sr nacC corn
Rev. 08.12)
Notary Public - State of
Commission No. j%/_ &
My Commission Expires: I'a
parceldetail.scpafl.org/FootprintPage.asp)OPID=10203050900000070&BLDGNO=1 &PAGENO=1
rcel: 10-20-30-509-0000-0070 Building No.: 1 Page No: 1
REVIEWED FOR 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
RECORD COPY
BUILD/tiC
SANFORD
o
A'q W"
16-2940
http://parceidetail.scpafl.org/FootprintPage.aspx?PID=10203050900000070&BLDGNO=l&PAGENO=1 1/1
NOV 0 2 2016
AV ASS IATED 1V ATERIALS
I N C O R P O R A T E D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 300113BO113AO113AB1
EXTRUDED VINYL
DOUBLE HUNG WINDOW
Sm-Med" Sash
NON-immc °'
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 5th Edition
2014) Florida Building Code (FBC) structural requirements excluding the
High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is
required to be protected with an impact resistant covering that complies
with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same
as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 Typical elevations, design pressures & general notes
2 Horizontal cross sections
3 Vertical cross sections
4 Buck and frame anchoring
5 Bill of materials, components and glazing detail
FRAME WIDTH
X
sir
N
X
i
OVERALL
F1tAME '
DIMENSION
MAX
D`L O
TOP)
MA'X
D L.'O f
BOTTOM)
GLASS
TYPE
DESIGN. PRESSURE:{PSF)
POSlTfVE NEGATIVE;
36.0" X 60.0" 29.12" X 25.75' 29.62" X 26.5" G1 50.0 60.0
36.0" X 72.0" 29.12" X 31.75' 29.62" X 32.5' Gl 50.0 55.0
36.0" x 780" 29.12" X 34.75" 29.62" X 35.5' G1 45.0 45.0
44.0" x 75.0" 37.12" X 33.25" 37.62" X 34.0" G1 35.0 35.0
52.0" x 62.0" 45.12" X 26.75' 45.62" X 27.25" G1 35.0 35.0
48.0" x 84.0" 41.12" X 37.75' 41.62" X 38.25' Gl 30.0 30.0
44.0" x 96.0" 37.12" X 43.75" 37.62" X 44.5' GI 25.0 25.0
52.0" x 96.0" 45.12" X 43.75" 45.62" X 44.5' G1 20.0 20.0
X
l; m
b a
o
4
aN •:
G v C Z V
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W 3
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0
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a
UNUI
1126
N *"- z
U
M
11
12113 z N.T.
S. o M. BY:
JK m' K. BY:
LFS ; AWING No.:
B n
FL-
11720.
14 0 EET 1
of 5 " Q
a
z.
1-1/4" MIN. : y:. * ' w
EMB. :
1
C
1
10
5
INTERIOR ii i ' ..... ..• ,` > > a iI Axa'
r
2 p F Gl ' Ntt t+' c m o
17 a cs x zeZ U
TYP•) O 9
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29 maa °
11 `o We
a
a.d
2
2
i
3 .
2 N
16 18 12
jQEXTERIOR = '
E
1 HORIZONTAL CROSS SECTION o
9 3 3 2 2x Buc Construction c
o a
o
o 0 0
x
a a
A NOTE: Sheet Metal Screws must '
nL1-I/4"MIN. X of 3threadsthroughatleasthw 2)shetetssof UEMB, C
EMB. metal. Maintain 5Ar rNn. edge dwance.
INTERIOR C INTERIOR EKCINTERIOR
G 10 G1 H 10 5Gt 10 5
Gl WaZ17
a 17 17 0 y LA>
Ga n yyj w W
a 11 11 11 »>ga
W
N M N N Q jc0
r- la161218Ea0:11 12 13 °
12
16
18
12 sue: N.T.S. oEXTERIORK
EXTERIOR nE
E
EXTERIOR Mr. Br: JK m
HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SEC110N CHK. BY: LFS 3
2 hown w Direct to Mosormy pbTon2JShownwxsub -buck 2 Shown w/ Steel Stud ra imngOptoFMIWcNo,,
FL-1 1720.14 c
N
SHEET or 5 p
11
W
i
E
Ifllfll II
111 ZZ 010 O
NC/..
Z
x Z0V
sw
v
7
z
a
s 12 18
3 O
Cal 9 z w
20
N
12 a
EXTERIOR 14 INTERIOR j
I oO C
jg 3
a a
m412
L" G1 8 G1 8 G1
8
12 12
12
N
2
INTERIOR
INTERIOR
2 w a HaN zoEXTERIOR
2 EXTERIOR 19 U 18 cZi
N
18 18 0 00
E E
8 cl
z 0- 0-
a a, ..
Em
v w
a..tj
z
DAM 11112113 =
o
scu.e: N.T.S. 5
2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION L VERTICALCo CROSS SECTION
owc. ar: JK m
a«. BY: LFS 33Optionalmasonrysill3Optonalmasonrysil32xBuckConstructionauxIacNo.:
m
FL-1 1720.14 c
sxeer 3 or 5 0
2X BUCK
MASONR'
OPENING
4" PP.) --J (.._
BUCK ANCHORING
E
M
MR
2X BUCK
MASONRY
OPENING
EXTERIOR INTERIOR INTERIOR
TRACK EXTERIOR
TRACK FRAME ANCHORING
TRACK
TRACK
2X Buck)
CONCRETE ANCHOR NOTES.
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN CLEARANCE MIN CLEARANCE
TYPE SIIE :: EMBEDMENT TO MASONRY 70ADJACENi :.
EDGEi':
ITW ®
TAPCON 4" 1 1.1/4" 2" 4"
ELCO
ULTRACON/ i 4" 1.1/4" 1" 4"
1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of
wood screws to prevent the sprftting of wood.
t.. ...
4.
i
ONO
p
Jam= V :•!pS$'
J Z
n
p N
fill 11 i CO 0
U j o = m
a
E =zmo0 Fi IX
BUCK DIRECT TO
G a
c =
FRAME MASONRYf4
p K STEEL
a b
c, I
BUCKTYP• ovao®®Eemao
0 z 0
2
3
UMASONRY OPENING
J
m JW
I
0
p U a a
am
FRAME
ANCHORING
1X Buck,
Direct to Masonry, Steel Stud) AU: N.
T,S. 2 S ro. BY:
JK m IK. er:
LFS 3 AWING NO.:
r FL-
11720.
14 nA EET 4
OF 5 a J
BILL OF MATERIALS
REM B DESCRIPTION
MATERM
A IX BUCK SG >= 0.42 WOOD
B 2X BUCK SG >= 0.42 WOOD
C 1/4" MAX. SHIM SPACE
D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F 10 X 2-1/2" PFH WOOD SCREW STEEL
G 1 /4" x 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
H 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
K 10 PFH SELF -DRILLING SMS STEEL
L 1"FH WOOD SCREW10X
2EEXTRUDED
STEEL
X in. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min) STEEL
1 NYL HEAD AND JAMB • RIGID PVC
2 YL SILL* RIGID PVC
3 YL LOCK RAIL • RIGID PVC
4 YL MEETING RAIL' RIGID PVC
5 EXTRUDED VINYL SASH STILE• (BOTTOM SASH) RIGID PVC
7 EXTRUDED VINYL HEAD INSERT • RIGID PVC
8 EXTRUDED VINYL BOTTOM LIFT RAIL* RIGID PVC
9 EXTRUDED VINYL TOP PULL RAIL • RIGID PVC
10 BALANCE COVER
I 1 EXTRUDED VINYL SASH STILE- (TOP SASH) RIGID PVC
12 GLAZING BEAD* RIGID PVC
14 REINFORCEMENT - MEETING RAIL STEEL
15 REINFORCEMENT - LOCK RAIL STEEL
16 REINFORCEMENT - SM.STILE STEEL
17 REINFORCEMENT - MED. STILE STEEL
18 WEATHERSTRIP (FIN PILE)
19 I WEATHERSTRIP (VINYL BULB
20 I CAM LOCK STEEL
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS
LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
t4 REINFORCEMENT
Meeting Rao IS REIN'ORCEMEM
Lock Rap
0.76"
0
0.06"
i6 REINFORCEMENT
SM Sloes
1.55"
q J
u
3 LOCK RAIL
cl
R
3.25"
0. V
0.06"
0.041,
M i
cci —L
3.95
HEAD & JAMB
C 1.6"
457i
i F-- 0.36"
II —j 0.065' 0.05'
L I+
10.91" 4
MEETING RAIL S SASH STILE oGLAlING BEAD Bottom
Sash Z I
IF-
4.0T n Y
slu 2.
04 to
o a0.065' j o
I
j
T— --
l 3" r
HEAD INSERT BOTIOMLIFTRAIlLIFiRAIL 0.
06" T
REINFORCEMENT MED
Stiles 1/
7' GLASS BITE I
I 0.
065" ro, -
066" 2.
04" —I 9
TOP PULL RAIL T T SASH STILE Top
Sash GLAZING
TAPE 13/
16" THICK GLASS 1 /
8" ANNEALED GLASS AIR
SPACE I
ff ANNEALED GLASS wh:
STEEL
SPACER : G1
GLAZING DETAIL N.
T. S. er:
JK El:
LFS FL—
11720.14 EET
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NOV 0 2 2016
ASSMIATED MATERIALSP3. ..... ...,.. .. ,......_
R P O R A T E D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 3002
HORIZONTAL SLIDER
Med-Med" Sash
WON -IMPACT`'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product Is required to be protected
with on impact resistant covering that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET 8 DESCRIPTION
1 T icai elevations, design ressures & eneral notes
2 Horizontal cross sections
3 Vertical cross sections
4 Buck & frame anchoring
5 Bill of materials, glazing details and com onents
96" MAX. O.A. FRAME WIDTH
0
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OVERALL';
FRAME,.:.,
DIMENSION
QVERAIL '..
DAY LIGHT
DIMENSION . s
GLASS"
TYPE
DEStGNPRESSUREV"
00$,';: NEG.
96.0" x 60.0" 44.5" x 53.5"
G1
15.0 15.0
84.0" x 72.0" 38.5" x 65S' 20.0 20.0
72.0" x 56.0" 32 5" x 49.5' 25.0 25.0
72.0" x 48.0" 32.5" x 41.5" 40.0 40.0
63.0" x 440' 28.0" x 375" 60.0 65.0
NOTE: Maximum frame size & width occur on separate units.
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHKDWGCNN. BY: LFS 3F
2 2x Buck Construction 2 Shown w/1 x sub -buck 2 Shown w/ Steel Stud Framing Option aRAWINC Na.:
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SNEEr 2 OP 51. locks located 10' from the top and
bottom of sash for a total of 2.
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DRAWING NO.:
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SHEET 3 OF S
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3' (TYP.)
3" (TYP.)
BUCK ANCHORING
2X BUCK)
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min: edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHORii;ANCHOR. MIN MIN CLEARANCE MINCLEARANCE:
EMBEDMENT TO MASONRY 70ADJACENT';:
ANCHOR
ITW ®
1/4" 2" 4"
TAPCON
ELCO ®
1/4' 4"
ULTRACON
4„ UP.)
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200.. a
2X
BUCK a
2XBUCKF \\" m E METAL
STUD K c 7- FRAME
F(TYP-)W v1ASONRY
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ANCHORING 50 b DATE: 12 171 13 z SCALE:
N.T.S. ° w+
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By. LFS 3 DRAWING
NO.: FL-
11141.33 a SHEET
4 Of S N
BILL OF MATERIALS
ITEM ® DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.42 WOOD
B 2X BUCK SG >= 0.42 WOOD
C 1/4" MAX. SHIM SPACE
D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F 8 X 2-1 /7' PPH SMS STEEL
H 1 /4" x 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
K 10 PFH SELF -DRILLING SMS STEEL
X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ks! Min, Fu=45 Ksi Min) STEEL
1 EXTRUDED VINYL FRAME RIGID PVC
3 EXTRUDED VINYL SASH PULL STILE' RIGID PVC
4 EXTRUDED VINYL LOCK STILE' RIGID PVC
5 EXTRUDED VINYL KEEPER STILE' RIGID PVC
6 EXTRUDED VINYL SILL TRACK * RIGID PVC
7 EXTRUDED VINYL GLAZING BEAD . RIGID PVC
8 EXTRUDED VINYL TOP & BOTTOM RAIL • RIGID PVC
9 SASH REINFORCEMENT STEEL
10 SASH REINFORCEMENT STEEL
11 LOCK
1 B SETTING BLOCK
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS."
vP
0.69"
O.OT' -- 0.065" T ? — 0.065"
L
0.91"
9 REINFORCEMENT 3 SASH PULL STILE 4 LOCK STILE
O
I 0.41" o
a
0.25' --I
T REINFORCEMENT 7 GLAZING BEAD O 70P 8 BOTTOM RAIL
1 /7' GLASS BITE —
Inrr=
GLAZING TAPE
SECON RUBER)
CiT GLAZING DEFAIL
1,73"
0.065'
5 KEEPER STILE
O
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6 SILL TRACK
3/4" O.A. GLASS THK.
f 1 /B" ANNEALED GLASS
AIR SPACE
1/8" ANNEALED GLASS
INTERCEPTSPACER
T FRAME
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FL-11141.33
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