HomeMy WebLinkAbout2020 S William Clark AveCITY OF SANFORD
s, I[ BUILDING & FIRE PREVENTION
PERMIT APPLICATIONMARiiSoo
6- Application No • BY _
Documented Construction Value: $ 9y
A
Job Address: aQ S, W
l f
12
Parcel ID: 23 G-- ) 9 -30 --3 Py 0 ! V 0
Historic District: Yes No X
Residential 5 Tom mercial
Type of Work: New Addition Alteration VLRepair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: Title: P.•
Phone: V 56 2-- 6 % `Fax• l
Email: erlr_ 9 , h-s' i n.
roperty Owner Information
Name f S / Phone: / C7r 76
Street: 5 G'l-/ k Resident of roe - P P rh'
City, State Zip; 3 -L-7
Name
Street:
City, State Zip:
r Information
Phone: (O 5ty - 69e2- Fax•
141A, State
License No.:.19CC l3 / /57 % Y Archite
VEngineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Address:
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. \ n
Q
FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code 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: 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.
ZqA_/ 3 /1!v
Signature of Owner/A nt Date Signa of
Print Owner/Agent's Print Contras
1/3r%
Si7
o -State of Florida
ERIC D.
ate
f+us
NOTARY PUBLIC
STATE OF FLORIDA
Contrr* FF192491
Explm 2/27/2019
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Notary -State of
Date
C
grid Date
E:: DENISE B MCDONALD
MY COMMISSION #tFF166141
d*° EXPIRES October 6. 2018
Produced ID
BELOW IS FOR OFFICE USE ONLY
to Me or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: X 3- ?-4 - ((9
Revised: June 30, 2015 Permit Application
GREENBUILT
GBH8-
HOMe SOLUTIC)"s, INC.
489 Lakeshore Dr, Lake Mary, FL 32746 TELEPHONE 407-562-6982 FAX 407-233-1449
j h
Buyer(s) L re I Date
Address 2Q % i+' 11k. .c,/a ity L State— Z 7/
County Home Phone `C111` `{T7— Lfb J-3 Work
Phone Cell Phone -7Qe Fje-9 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 givenbelow. TOTAL INVESTMENT ...........................................
DEPOSIT ON
ORDER ............................................... BALANCE DUE
ON COMPLETION ........................ BALANCE TO
BE FINANCED ............... o Cash
eck # - Credit Card #
5 2
9' o T; (0
v Z IeK
o
Visa
o MC o AmEx o Discover p. Date /.
Finance Information:
Proposed Monthly Term ( ) Proposed Monthly Payment $ PAYMENT SUBJECT
TO CREDIT SCORE AND MAY VARY PAYMENT ONLY AN ESTIMATE. Comments: Order
to
include: 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 foralarmsystemservices. 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 thisagreement. The undersigned hereby acknowledges that they have read all the terms and conditions on the back of this agreement prior
to signing. Your signature(s) below bind the buyer(s) to the terms and conditions of this agreement. BUYER:_ a4,
Q. Date: 3) BUYER: REPRESENTATIVE:
Date:
Date:
1
3'I'/ WHITE - OFFICE
COPY CANARY - FILE
Authorization #
THIS INSTRUMENT P EPARED BY:
Name:
Address: re -
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number:
t'I I'iYaihil'I! 11QIiSE I SE:t'INULl_ C: WNT't
OF ( { C:U L1 (_:i)UR I'
CLERK'S 21' 16CD296132
RLt0I;[)1_.D i13,,21.'.l_l,6,,
f;EC:C)f:L)1haC; FEL.; •1i,til
f F(;11f C l-;D I',Y F•r.l nr a
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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
GENERAL D
OWNER INFORM TION: y_
Name: L
Address- S LO i 3 0-7-7-7—
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
Address.
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)(b), Florida Statutes. I
Name:
In addition to himself, Owner Designates of
o receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes. ( /
Expiration Date of Notice of Commencement (The expiration date 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 I, 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.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
AV,, s I .
Owners Signature Owner's Printed Name
Florida Statute 713.13(1)(g)• ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.'
State of County of 1 rid
The foregoing instryment was acknowledgedbefore me this day of Alv-d-_ 20 G.
t byA . S It Who is personally known to me Name
of person making statement OR
who has produced identification type of identification produced: 4
ERIC
0. HUSS NOTARY
PUBM STATE
OF FLORIDA COMW
FF192491 Expires
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SCPA Parcel View. 36-19-30-520-0000-0900
javIdPMOLE COUfJTY. FL0741QA
Property Record Card
Parcel: 36-19-30-520-0000-0900
Owner: SLATE ALAN 3 & BRENDA K
Property Address: 2020 WILLIAM CLARK AVE SANFORD, FL 32771
Parcel:36-19-30-520-0000-0900 1
Property Address: 2020 WILLIAM CLARK AVE
Owner: SLATE ALAN J & BRENDA K
Mailing: 2020 WILLIAM CLARK AVENUE
SANFORD, FL 32771-33%
Subdivision Name: PINEHURST
Tax District: Sl-SANFORD
Exemptions: 00-HOMESTEAD (1995)
DOR Use Code: 01-SINGLE FAMILY
me
91
Legal Description
S 34.07 FT OF LOT 90 + LOT
91 (LESS S 16.14 FT)
PINEHURST
PB3PG71
Taxes
Taxing Authority Assesvnent Value Exempt Values Taxable Value
County General Fund 58,008 33,008 25000 Schools
58,008 25,000 33,008 City
Sanford 58,008 33,008 25000 SJW M(
Saint Johns Water Management) 58,008 33,008 25 000 County Bonds
58,008 33,008 25,000 Sales Description
Date
Book Page Amount Qualified Vac/Imp WARRANTY DEED
6/1/1994 02798 1704 51,500 Yes Improved QUITCLAIM DEED
2/1/1989 02102 2097 14,000 No Improved WARRANTY DEED
1/1/1986 01703 0942 51,000 Yes Improved WARRANTY DEED
8/1/1983 01486 0144 46,000 Yes Improved WARRANTY DEED
1/1/1%1 01317 0510 39,800 Yes Improved WARRANTY DEED
3/1/1979 01214 1688 27,500 Yes Improved Land Method
Frontage
Depth Units Units Price Land Value FRONT FOOT &
DEPTH 70 1 129 0 1 $175.00 11,515 httpJMnrow scpafl.
org/Parcel Detail Info.aspx?PID=36193052000000900 1/2
City of Sanford
Doors - Windows Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
7ilding Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
I Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
a% Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Lk Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
r y Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State ofFlorida (must be submitted with each application if contractor is the applicant).
Completed and si ed Owner Builder Statement / Affidavit (if the owner is the applicant).
Two (2) copies of the floor plan indicating size, type and location of windows/ YP doors.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code
requirements.
Revised: February 2015
312d2oi6
a reel: ,
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w.wscpaft.org/kK)tprinLasp)PPID=3619305200000ogoo#
Building *I ---- Page Rg 1 1 Q; 0 No[e:C6ck on image to drag
n pig
REVIEWED FOR CODE COMPLIANCE
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httPJMlww.scpafl.org/Footprint.aspx7PID=361930520000009001/
1/1
K44
ASSMATED MATERIALSAaINCORPORATED
3773 STATE ROAD
CUYAHOGA FALLS,,OH 44223
r -
MODEL 3001/3B01/3A01/3AB 1
EXTRUDED VINYL
DOUBLE HUNG WINDOW
Sm-Med" Sash
NON -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 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 bome 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 some
as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing
reqqDengineeringanalysisbyalicensedengineerorregistered
archi7A{LE OF CONTENTSsIEEr# DEscRImoN
1 TypiCel elevations, design pressures 3 general notes
2 Horizontal cross sections
3 Vertical cross sections
4 Buck and frame anchoring
5 BPI of materiels, components and glazing detail
FRAME WIDTH
X
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OVERALL
FRAME
DIMENSION
MAX.
D.LO.
TOP)
MAX.
D.LO.
BOTTOM)
GLASS
TYPE
DESIGN PRESSURE (PSF)
POSITIVE 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' G1 50.0 55.0
36.0" x 76.0" 29.12" X 34.75" 29.62" X 35.S' GI 45.0 45.0
44.0" x 75.0" 37.12" X 33.25" 37.62" X 34.0" GI 35.0 35.0
52.0" x 62.0" 45.12" X 26.75' 45.62" X 27.25" GI 35.0 35.0
48.0" x 84.0" 41.12" X 37.7S' 41.62" X 38.25' G1 30.0 30.0
44.0" x 96.0" 37.12" X 43.75" 37.62" X 44.5' G1 25.0 25.0
52.0" x 96.0" 45.12" X 43.75" 45.62" X 44.5' G1 20.0 20.0
ALE N.T.S.
G. 11Y• JK
X ffy. LFS
no.:
FL-11720.14
en 1 or 5
u
0!
1-114" MIN.
EMB.
1-1/4" MIN.
EMB.
INTERIOR
1-1 /4" M
EMB.
RERIOR
1 IIVRILVI INL I..RVJJ JG{.IIVI
2 Buck Construction
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NOTE Sheet Metal Screws mist penetrate a min.
of 3 Mreads Hrotph at bast two (a) shoots of
metd. Mahtah 5Ar min. edge distance
INTERIOR
l R) O INTERIOR
II:;
pq `- 12
HORIZONTAL CROSSSECTION
vShown w/Ix sub -buck
DATE 11/12/13
K 16
la
12 SCALF N.T.S.
EXTERIOR DWG BY JK
4-'\ HORIZONTAL CROSS SECTION CHK w. LFS
2 Shown w/ Steel Stud Framing Option
DNAW C NO.
FL-11720.74
sn[Er 2 or 5 1,
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DATE 11112173 z
a'LF N.T.S.
5
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1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION CROSS SECTION aac By LFS
3 Optional masonry sit 3Optional masonry sill
VEIMCAL
3 uc tion DRAWING NO
FL-17720.14 0
sNCEr 3 ov 5 p
4" (TYP.) -- h —
2FRAME
F X
BUCK Y
TYP. M 2X
BUCK _ 1 MASONRY
MASONRY OPENING
OPENING L
TYP.
rn .
u -
a
INTERIOR
s
EXTERIOR INTERIOREXTERIO 8
BUCK ANCHORING TRACK TRACK FRAME
ANCHORING TRACK
TRACK 2X
Buck) g
3
CONCRETE
ANCHOR NOTES: I.
Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. a
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain
the min. edge distance to morfarjoinh, additbnal concrete onchors may
be required to ensurethe "MAX. ON CENTER" dimenslon are not exceeded. 3.
Concrete anchor table: a
0
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E
ANCHOR
ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE
SIZE EMBEDMENT TO MASONRY TOADJACENT EDGE
ANCHOR rrw
TAICON
o 14' 1-1/4• 2• 4" ELCO
ULTRACON
1/4• 1.1/4" 1" 4" R
WOOD SCREW INSTALLATION NOTES' I.
Maintain a minimum 5/9' edge distance, 1"end distance, d I"o.c. spacing of wood
screws to prevent the splffing of wood. d
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ANCHORING ^ w w 1X
Buck Direct to Masonry, Steel Stud) R N w aNO--
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ry
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ar LFS RAVANG
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11720.14 m a
HEFT
4 OF 5 n
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8
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1 NEAD L JAM $ SILL Z E pppppp
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1.6" {
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3 LOCK RAIL 4 MEETING RAIL 5 SASH STILE z Y Z
soffom Sash 1Z GLAZING READ = m
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II I
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2.01"
HEAD INSERT 8 ROTTOM UFr RAIL 9 TOP PULL RAIL 11 SASNE
Top sash n N V)
w
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS Waarwv OLICENSEESIN "AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS". z z h En
U U
1/2" GLASS BITE GLAZING TAPE k' p o
13/16" THICK GLASS AI(L a a b o
1.07 0.76" r 0.75' +j ci — — — — — I /U' ANNEALED GLASS
0 0.97 —{ o AIR SPACE ry n ry N Q
0.06" He
0.07" 0.OT' a 1/Ii ANNFALEDGLASS z a
I OATE 11 72 13 z
I"
I
1.02" SCALE N T.S
REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT
STEEL SPACER
OWc ar JK a'
14 MeetRg Rai 15 Lock Rai 16 SM Sfies 17 MED Sties CHK 9Y LFS ;
Gl GLAZING DETAIL DRAWING NO
n
FL-1 1720 14 0
sHEET 5 OF 5 p
LULL OF MATERIALS
ITEM DESCR/I110N MAlER1Al
A 1 X BUCK SG >= 0.42 WOOD
8 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 R 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 31 /4"PFH ELCO OR ITW CONCRETE SCREW STEEL
K S10 PFH SELF -DRILLING SMS STEEL
L 810 X 2-1 /4"PFH WOOD SCREW STEEL
X STEEL STUD Min. fik .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min) STEEL
1 EXTRUDED VINYL HEAD AND JAMB' RIGID PVC
2 EXTRUDED VINYL SILL' RIGID PVC
3 EXTRUDED VINYL LOCK RAIL • RIGID PVC
4 EXTRUDED VINYL MEETING RAIL' RIGID PVC
S 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
11 EXTRUDED VINYL SASH STILE• (TOP SASH) RIGID PVC
12 GLAZING BEAD' RIGID PVC
14 RENFORCEMENT -MEETING RAIL STEEL
15 REINFORCEMENT -LOCK RAIL STEEL
16 RENFORCEMENT - SM. STILE STEEL
17 REINFORCEMENT -MED. STILE STEEL
18 WEATHERSTRIP (FIN PILE)
19 WEATHERSTRIP (VINYL BULB)
20 CAM LOCK STEEL
4'4a ASSC EIATED MATERIALS
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 3003 ST
HORIZONTAL SLIDER
Med-Med" Sash
NON -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'Wgh 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 bome debris protection this product is required to be protected
with an impact resistant covering that compiles with Section 1609.12 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# DESCRIITION
1 Typical elevations, design pressures 1L general notes
2 Horizontal cross sections
3 Vertical cross sections
4 Buck 3 frame anchorin
5 Bill of materials, glazing details and components
N Z
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12D' MAX. OA FRAME WIDTH --{
0
2w
Id
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to
OVERALL
FRAME
DIMENSIONS
OVERALL 1 '-
MAX DAY LIGHT "
F- DIMENSIONS
GLASS
TYPE
z
DESIGN PRESSURE
rOS= NEG."-
I OB.Ir x 56.0" 50.25" X *X G1 25.0 25.0
120.0• x 48.0" 5625" x 41.s G1 25.0 25.0
96.0" x 60.0" 4425" X 53.25" Gl 25.0 25.0
120.0" x 75.V 56.2V X ".W G2 20.0 20.0
W
H
A
30
EZ
2
F W
a
s L- N.T.S.
owc. a JK
auc rn: TFS
FL- 1 1141.39
UMT 1 of 5
i
0
1
2
2
3
2
4 j
Tvv
C INTERIOR
1 3
4
9
1-1/4" MIN.
EMB.
NOTE Sheef Metal Screws must penetrate
a min. of 31Meads through at bast Iva
2) sheets of metal Maintain a m *num
5/8' edge dalance.
INTERIOR
EXTERIOR
3 HORIZONTAL CROSS SECTION
y Shown w/ Steel Stud Framing Opflon
INTERIOR
1-1 /4
a
G1 G2
SEE NOTE I G'
Q
G1 G2
7
D — -• — 7--
5 • 'a
F 10 G1
f -.
1-1 /4" MIN. E EXTERIOR
EMB. (TYP.) — — — -- - - — - -EXTERIOR — - - - —
HORIZONTAL CROSS SECTION
4 HORIZONTAL CROSS SECflON
2 Shown w/ Direct to Masonry OptionNOTE22xBuckConstruction
1.1 located IT from the top and bottom of sash for a total or 2 persash.
Z Sean the tked sash to the head d sill with a plastic anchor clip and a N8 x 1-I/7
and a i8 x 2-1/7 PH SMS.
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2 HORIZONTAL CROSS SECTION
2 Shown w/Ix sub -buck
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FL- 11141.39 c
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IN
INTERIOR
z
V
1 VERTICAL CROSS SEC17ON
3 Optional masonry mill
EXTERIOR
a . E -- — -- — — — — — ---
d. .
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2 VERTICAL CROSS SECTION
3 Optional masonry mill
INTERIOR EXTERIOR
3 VERTICAL CROSS SECTION
3
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2X BUCY
MASONRY -
OPENING
MEETING RAIL MEETING RAIL
3" (IYP.)
D
nP•)
tr
SUCK ANCHORING
2X BUCK)
CONCRETE ANCHOR NOTES:
I. Concrete anchor locators at the comers may be adjusted to maintain the min.
edge distance to mortar jomh.
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" dimenslon are not exceeded.
3. Concrete anchor table -
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TOADJACENT
EDGE ANCHOR
ITW S
TAICON 1 / 1.1/+" 2'
ELCO
ULTRACON 1/1" 1-1/1" 1" 4"
01 11 I
MEETING RAIL MEETING RAIL
n"P I
3" (1YP.) 3" (TYP•) i n
2 a10*;
mro
2X BUCK till o R z
2X BUCK F h U N 09ox j
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MEETING RAIL MEETING RAIL
3" RYP)
3" (flip.)
N n2O
IX BUCK
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1XBUCK H Q
FRAME 1 DIRECT TO DMASONRY c
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MASONRY rW
aOPENING
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DATE 3131114 i
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0
sear 4 of 5 N
o
GILL OF MATERIALS
ITEM # DESCRPTION 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 /2" PPH SMS STEEL
H 1 /4" x 3-1 /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 Ksl 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 ASTRAGAL' RIGID PVC
6 EXTRUDED VINYL SILL TRACK' RIGID PVC
7 EXTRUDED VINYL GLAZING BEAD' RIGID PVC
8 EXTRUDED VINYL TOP AND BOTTOM RAIL' RIGID PVC
9 SASH REINFORCEMENT STEEL
10 SASH REINFORCEMENT STEEL
11 LOCK
18 SETTING BLOCK
I HE ArrK(7VtU wNIIt RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS."
CrP
1.6"
d
L!
1 /T GLASS BITE —{ (— 3/4" O.A. GLASS THK. g C w
Q d p` u a
1/8" ANNEALED GLASS
TT * n
GLAZING TAPE
AIRSPACE ICI 0 V i
U N •;
SECON RUBER) 1/8" ANNEALED GLASS
h° 3 g E w = m° u
1
HYlEINTERCEPTSPACER mda2
E 0
Gl GLAZING DETAIL I c Z
EEw
o ?d
1/4' GLASS BITE _ 13/16" O.A. GLASS THK.
i
3/16" ANNEALED GLASS
AIR SPACE
o
0
GLAZING TAPE
SECON RUBER)
3/16" ANNEALED GLASS
r
k '
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TB INTERCEPTSPACER 0
tW
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G2 GIALNG DETAIL o
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O J 0
m
0.39" 6"
T—
1.5
0.065
0.065
OAT
J—
0.065' _ "_'•
1- -i- 0.91"
9 REINFORCEMENT 3 SASH LULL STILE 4 LOCK STILE 5 ASTRAGAL
0.42"
a O.OT
T Q REINFORCEMENT
L-
0.25"
0.05
GLAZING BEAD
o
O
c
II F 1.3"
STOP AND BOTTOM RAIL
v 1.45"
0
o
6 SILL TRACK
Inrym
T FRAME
1
N.T.S. `
VG. cr: JK
w- BY: LFS 3
MM NO.: C
FL-11141.39 Y0
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REQUIRED INSPECTION SEQUENCE
BP# Ib -9
BUILDING -PERMIT
Min Max I Ins ection Description
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
etc 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
Address:
ELECTiRICAL iPER_ M Min
I Max Zo
Z,D Ca Inspection
Description Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final MECHAN1CN
PERMIT ' Min
Max Ins ection Description Mechanical
Rough Mechanical
Final Min
Max inspection Gas
Under Gas
Rough Gas
Final