1200 W 10 St; 18-3758; WINDOW REPLACEMENTr.
CITY OF
NFORD 8EP0 2018PERMIT APPLICATION
BUILDING DIVISION
Application No: J V
Documented Construction Value: $ / 7
Job Address: /goo /i- le 'h' "51 Historic District: Yes 'No D
Parcel ID: 625_ " /4- 30 -,Sod'-i/ / f- 0 b, c7) Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: Fax:
f
Property Owner Information
Name AJ treat r A i
Street: -v\,A U , , <,J
City, State Zip: ScA4 4 2.T3
rn,
Title:
Phone: 401 2L 5 `:l - I S'3t
Resident of property?:
Contractor Information
d
Name
Street:
City, State Zip:if+iJl,
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
tia
State License No.: ZIM %a
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 ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6n' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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 ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Own / ge Date
Agent's Name
S/gnaat f Contractor/Agent
A
Date
C. ,617a t.J) G•Gy C CiC rG/
Print Contractor/Agent's Name
RAA J' —4,51d—,
Signature ofNotary -State of•Floiida; ,, ANNIPKE AQ1D r ( Signature oflot 'i Florida ANNETTE ],@tANDisin' 't r ,r'
Notary Public Sta a of Florida f. ., Notary fublic - State of Florida
Commission # GG 060623 = Commission # GG 060623
FOFF o'K My Comm. Expires Jan 16, 2018 %FpFFIo ' My Comm. Expires Jan 16, 2018
Owner/Agent is ContractorR ii Ke or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 9:7 l$
Ir REQUIRED INSPECTION SEQUENCE
i RO' . DING lED]'RM, iC
min I ns etCtll®IIll I(De Il'Il Il®IlIl.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab /' Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing',_ Walls -
Sheathing , Roof
Roof Dry In
Frame
Insulation Rough In
9 Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar 1
I'Final Roof .
Final Stucco / ,Siding
Insulation Final
Final Utility Building-
Final Door !
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo 'I
Final Demo j
Final' Single Family Residence
Final. Building Other
I
R EVIIS]El[D: June 2014
Address:
1YJLllIIIl Max llll l$IID2C1}11R 1111 Tf rt sTirnirnfrn n,m
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Iron max 1<nsecon J[Desen nptnon Plumbing Underground
Plumbing Sewer ,
Plumbing Tub
Set Plumbing Final
r , Qz
1
J
IlIIIl Max: Ian s eciflonn I(Descirll2 llon m Mechanical RoughMechanical. Final
Iron Max
rh 3ection.11DescIrn 1tIlon Gas Underground
Gas Rough
Gas Final
The Contractor shall give all notices and comply with all laws, ordinances, rules
and regulations bearing on the performance of the Work. If the Contractor observes that
drawings, specifications or other Contract documents are at variance with such laws,
ordinances, rules and regulations, the Owner shall promptly be notified and, if necessary,
an adjustment made to the Contract time or Contract price.
SECTION 12. TERMINATION. The Owner reserves the right to terminate the
work for its convenience upon notice in writing to the Contractor. In such an event, the
Contractor shall be paid its actual costs for the portion of the work performed to the date
of termination, and for all of Contractor's incurred costs of termination, including
demobilizations and any termination charges by vendors and subcontractors, plus 20% of
all of Contractor's actual and incurred costs for overhead and profit.
SECTION 13. INDEMNIFICATION Contractor shall indemnify the owner
against claims, demands, lawsuits and liabilities arising out of or connected to property
damage or personal injury caused, or alleged to be caused, by Contractor or its
subcontractors, suppliers, employees, agen`ws or representatives. Contractor shall have no
obligation to defend Owner except to the extent of the following coverage:
14.1.1. Casualty Insurance
a. Worker's Compensation and Employer's Liability Insurance;
b. Commercial General Liability Insurance, including coverage for
Contractor's owned, hired and non -owned automobiles.
14.1.2. Property Insurance
Subcontractor shall effectually secure and protect the work done hereunder and
assume full responsibility for the condition thereof until final acceptance by Architect,
Owner and Contractor. Subcontractor further agrees to provide such protection as is
necessary.to protect the work and the workmen of Contractor, Owner and other
subcontractors from its operations.
14.1.2.1 Waiver of Subrogation
Owner and Contractor waive all rights against each other and against all other
subcontractors and Owner for loss or damage to the extent reimbursed by any
property or equipment insurance applicable to the work, except such rights as they
may have to the proceeds of such insurance. If any applicable policies of
insurance require an endorsement or consent of the insurance company to provide
for continued coverage where there is a waiver of subrogation, the owners of such
policies will cause them to be so endorsed or obtain such consent.
The Contractor shall not be obligated to perform changes in the work or
additional work until the Owner has approved, in writing, the changes to the Contract
price and the Contract time.
SECTION 7. SUSPENSION OF WORK. If any payment is not made to
Contractor as required under this Contract, Contractor may suspend work until such
payment is made. Contractor may also suspend work under this Contract if a dispute
over payment for extra work, differing site conditions, changes by Owner or other
circumstances beyond Contractor's control will cause the Contractor to suffer substantial
financial hardship if Contractor is required to continue the work. Contractor may request
that Owner provide written proof of Owner's ability to pay Contractor for the work
remaining to be performed by Contractor at any time prior to or during performance of
this Contract. Failure of Owner to provide such proof shall be justification for
Contractor's suspension of work under this Contract.
Any suspension of work under this Contract will also suspend the progress and
completion dates set forth in Section 4.
SECTION 8. INSPECTION OF THE WORK. The Contractor shall make the
work accessible at all reasonable time for inspection by the Owner. The Contractor shall
inspect all material and equipment delivered to the job site by others to be used or
incorporated in the Contractor's work.
SECTION 9. SITE ACCESS AND RIGHTS OF WAY. The Owner shall
provide, no later than the date when needed by the Contractor, all necessary access to the
lands upon which the Work is to be performed, including convenient access to the lands
and any other lands designated in the Contract Documents for use by the Contractor.
Owner shall continue to provide such access until completion of the Contract. Any
failure to provide such access shall entitle the Contractor to an equitable adjustment in the
Contract price and the Contract time.
SECTION 10. REPORTS AND SURVEYS Owner shall furnish prior to the
start of work all maps, surveys and reports describing the physical characteristics, soil,
geological and subsurface conditions, legal limitations, utility locations and legal
descriptions that might assist the Contractor in properly evaluating the extent and
character ofthe work required. The Owner shall provide all land surveys and baselines
necessary for the Contractor to locate the principal parts of the Work and perform the
Work.
SECTION 11. PERMITS, LICENSES AND REGULATIONS. Permits and
licenses of a temporary nature necessary for the prosecution of the Work shall be
obtained and paid for by the Contractor. The Owner shall assist the Contractor in
obtaining such permits and licenses. Permits, licenses and easements for permanent
structures or permanent changes in existing facilities shall be secured and paid for the
Owner.
STATE LAW REQUIERS ANYONE WHO CONTRACTS TO DO
CONSTRUCTION WORK TO BE LICENSES BY THE CONTRACTORS' STATE
LICENSE BOARD IN THE LICENSE CATEGORY IN WHICH THE CONTRACTOR
IS GOING TO BE WORKING — IF THE TOTAL PRICE OF THE JOB IS $500 OR
MORE (INCLUDING LABOR AND MATERIALS).
LICENSED CONTRACTORS ARE REGULATED BY LAWS DESIGNED TO
PROTECT THE PUBLIC. IF YOU CONTRACT WITH SOMEONE WHO DOES NOT
HAVE A LICENSE, THE CONTRACTORS' STATE LICENSE BOPARD MAY BE
UNABLE TO ASSIST YOU WITH A COMPLAINT. YOUR ONLY REMEDY
AGAINST AN UNLICENSED CONTRACTOR MAY BE IN CIVIL COURT, AND
YOU MAY BE LIABLE FOR DAMAGES ARISING OUT OF ANY INJURIES TO
THE CONTRACTOR OR HIS OR HER EMPLOYEES.
YOU MAY CONTACT THE CONTRACTORS' STATE LICENSE BOARD TO
FIND OUT IF THIS CONTRACTOR HAS A VALID LICENSE. THE BOARD HAS
COMPLETE INFORMATION ON THE HISTORY OF LICENSED CONTRACTORS,
INCLUDING ANY POSSIBLE SUSPENSIONS, REVOCATIONS, JUDGMENTS,
AND CITATIONS. THE BOARD HAS OFFICES THROUGHOUT CALIFORNIA.
PLEASE CHECK THE GOVERNMENT PAGES OF THE WHITE PAGES FOR THE
OFFICE NEAREST YOU OR CALL 1-800-321 CSLB FOR MORE INFORMATION.
Dated: D & 1 12-G l&
OWNER: SHIES ^,) C960P
Gc C
By: ry to A ..
Name)
Title)
a9(A UL a v 61n` n! IY 1
Dated:
CONTRACTOR: L-,/1Gt;LL-ncev-i •-
By:
Name)
Aj vz/, / fi&
Title)
0 f, 6ry AIC
Address) (Address)
Contractors License Number)
NOTE: This document has important legal consequences. Consultation with an
attorney prior to use or modification of this document is encouraged. Some contracts
may require the use of special provisions not included in this form.
14.1.2.2. Builder's Risk
All risk" Builder's Risk insurance (excluding the hazards of earthquake and
flood) is purchased by Owner and such insurance provides property insurance
coverage for both Contractor and subcontractors including loss or damage to
Contractor's work. Such insurance shall also apply to any of Owner's property in
the care, custody or control of Contractor. Owner waives all rights of recovery
against the Contractor for loss of use of the Owner's property, including
consequential losses due to fire or other hazards, however caused.
SECTION 15. ARBITRATION. Any controversy or claim arising out of or
relating to this Contract or its alleged breach, which can not be resolved by mutual
agreement, shall be settled by arbitration in accordance with JAMS Rules in effect on the
date of the Contract, and judgment upon the award rendered by the arbitrator(s) may be
entered in any court having jurisdiction. Owner and Contractor agree that, should
Contractor be potentially or actually a party to a lawsuit or arbitration arising out of or
connected to this Contract, Owner shall appear in, and be bound by the decision in, that
lawsuit or arbitration. The prevailing party in any action or proceeding to enforce this
Contract shall recover its reasonable attorney's fees and costs (including expert
witnesses) in that action or proceeding.
SECTION 16. WARRANTY. The Contractor warrants to the Owner that all
materials and equipment furnished under this Contract shall be new unless otherwise
specified and that all work under this agreement will be performed in a good and
workmanlike manner, shall be of good quality, free from faults and defects, and in
conformance with Contract documents.
SECTION 17. SPECIAL PROVISIONS. (including unit pricing, if applicable):
6A. C &-
Contractors are required by law to be licensed and regulated by the Contractors
State License Board which has jurisdiction to investigate complaints against contractors
if a complaint regarding a patent act or omission is filed within four (4) years of the date
of the alleged violation. A complaint regarding a latent act or omission pertaining to
structural defects must be filed within 10 years of the date of the alleged violation. Any
questions concerning a contractor may be referred to the Registrar, Contractors State
License Board, P.O. Box 26000, Sacramento, California, 95826.
SECTION 3. ENTIRE AGREEMENT. This agreement represents the entire
agreement between the Contractor and the Owner regarding the work described in
Section 1, and supersedes any prior written or oral agreements or representations as to
that work.
SECTION 4. TIME. Time is of the essence of this agreement. The Contractor
shall provide the Owner with a progress and completion schedule and shall conform to
that schedule, including any changes to that schedule agreed to between the Owner and
the Contractor or required by circumstances beyond Contractor's control.
SECTION 5. DIFFERING SITE CONDITIONS. Contractor shall promptly,
and before the following conditions are disturbed, notify the Owner, in writing of any:
1) Material that the contractor believes may be material that is hazardous
waste, or a toxic pollutant or other substance, the handling of which may subject
Contractor to legal liability;
2) Subsurface or latent physical conditions at the work site differing from
those indicated in the Contract; or
3) Unknown physical conditions at the work site of any unusual nature,
materially different from those ordinarily encountered and generally recognized as
inherent to work of the character provided for in the Contract.
The Owner shall promptly investigate. If the Owner finds that the worksite
conditions do materially differ, or involve hazardous waste or toxic pollutants, the Owner
shall cause a decrease or increase in the Contractor's cost of, or the time required for,
performance of the affected part of the work by issuing a change order under the
procedures described in the Contract.
SECTION 6. CHANGES IN WORK. The work shall be subject to changes or
additions, deletions or revisions by the Owner. The Contractor will be notified by receipt
of written additions and/or revised drawings, specifications, exhibits or written orders.
Whenever an adjustment in the Contract price or Contract time is required
because of Owner's request, differing site conditions, errors in the plans and
specifications, or other circumstances beyond the control of Contractor (including lack of
worksite access, weather, fires, floods, strikes, acts of God, natural disasters, or acts of
third parties), the Contractor shall submit to the Owner within a reasonable time a
detailed estimate, with supporting calculations, pricing and adjustments in the schedule of
the change to the Contract price and the Contract time. Pricing of the adjustment shall be
in general accordance with the pricing structure of this Contract. However, to the extent
that such pricing is inapplicable, cost of the change or the amount of the adjustment shall
be determined on the basis of the cost to the Contractor plus reasonable amounts for
overhead and profit.
SHORT FORM PRIME CONTRACT BETWEEN OWNER & CONTRACTOR
This Agreement ("Contract") is made this 0 1 day of U is ,20 It ,
between ("Contractor") and
S HF/A1,4ti (,0012 U L. ("owner") at
The work described in Section 1 below shall be performed in accordance with all
plans, specifications and other Contract documents for the project known as:
VT,PLACr;;:WIc-N-v CIF ii W /Nmuj-s -
The name and address of the construction lender is:
SECTION 1. SCOPE The Contractor agrees to furnish all labor, materials,
equipment and other facilities required to complete the following work:
SECTION 2. PRICE AND PAYMENT The Owner agrees to pay the
Contract r for the strict performance of the work, the sum of
subject to adjustments for changes in the work
as may be agreed to by the Owner and the Contractor, as may be required under this
Contract.
The Owner agrees to pay the Contractor in monthly progress payments for all
work completed. Payments will be due and payable within thirty days of invoice. Final
payment to the Contractor shall be made within forty — five (45) days after substantial
completion of the Contract and submission of the final invoice to Owner.
SCPA Parcel View: 25-19-30-508-1115-0010 Page 1 of 2
CFd Property Record Card
Irpffip Parcel: 25-19-30-508-1115-0010
v v„ Property Address: 1200 W 10TH ST SANFORD, FL 32771
Parcel 25-19-30-508-1115-0010
Owner(s) SHEINAN GROUP LLC
Property Address 1200 W 10TH ST SANFORD, FL 32771
Mailing 254 MAGNOLIA PARK TRL SANFORD, FL 32773-
Subdivision Name WM CLARKS SUBDIVISION
Tax District St-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
Legal Description
LOT 1 BLK 11 TR 15
W M CLARKS SUBD
PB 1 PG 108
Taxes
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 2 2
Depreciated Bldg Value 7,729 15,854
Depreciated EXFT Value
Land Value (Market) 7,282 7,282
Land Value Ag
Just Market Value " 15,011 23,136
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0
P&G Adj
0
o 0
Assessed Value 15,011 23,136
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 15,011 0 15,011
Schools 15,011 so 15,011
City Sanford
SJWM(Saint Johns Water Management)
15,011
15,011
0
0
15,011
15,011
County Bonds 15,011 i $0 i $15,011
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 2/1/2017 08872 1923 100 No Improved
QUIT CLAIM DEED 2/1/2017 108872 1915 100 No Improved
TAX DEED — 1/1/2014 08203 0516 4,200 No Improved
PROBATE RECORDS 4/1/2008 06987 1249 100 No Improved
PROBATE RECORDS 4/1/2008 06969 1963 100 No Improved
PROBATE RECORDS 8/1/2000 06970 0013 100 No Improved
PROBATE RECORDS 8/1/2000 06970 0011 100 No Improved
Find Comparable Sales
Land
Methodm
u ! _
Frontage Depth Units Units Price Land Value
FRONT FOOT 8 DEPTH 45.00 ' 125.00 0 $174.00 j $7,282
Building Information
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=25193050811150010 9/5/2018
Application Number: 18-3758
Project Description: 1200 W 10" St
Job Address: Windows
ro,q
o •
sr a7,
PLAN REVIEW COMMENTS
Date: 09/12/2018
Contact Name: None Provided
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 ofSanford ordinance viewable on our website at www.sanfordfl.eov. Provide two copies ofaffected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the windows. The
information submitted is not Florida Product Approval.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances ofthis jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
1-
Ss,
gs
ytEWED POR CODE COMPLIANCE
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RECORD COPY
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SANFORD BUII_D[NO DI-- N
A PERMIT ISSUED SHALL BE (7ONSTRUED TO BE ALICENSETOPROCEEDWITHTHE NORK AND NOT ASCANCELAJERORSETAUTHnRiTvTOVIOLATE, ASIDE ' ANY)F THE PROVISIONS OF THE TECHNICALOFhVENTrHEEAFTERRmaCODES, NOK SHALL ISSUANCETHEEUILI)ING OFFICIAL FROMOFERRORS IN PLANS, Q
v
REQUIRING A CORRECTIONCONSTRUCTIONORVIOLATIONS OF THIS CODE 1t.Dtn/G
SANFORD
0
SIOZ S 0 AS
NSTALLA'NON NOTES'
1. ONE (1) INSTALL.ATION ANCHOR IS REQUIRED AT EACH :ANCHOR LOCATION
SHOWN.
2. THCNUMBER OfINSTALLATION ANCHORS DEPICTED IS THE A.TININIUATNUAdBE
R }E ANGNORS TO RE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM
SIZE LISTED, 3,
IN'STALEINDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF L1/ INCH
OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I F. WITHOU
T CONSIDERA'TION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE
FROM ONE INSTAUA004ANCHOR TO THE NEXT. 4.
SHIMAS REQUTAEOA'T EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(
S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH SHINIWHERE SPACE
OF 1/161NCH ORGREATER OCCURS. 5H'M($) SHALL BE CONSTRUCTED OF
HIGH OENSITY PIASTICOR BETTER, 5,
THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOODSCRELVSTHROUGHTHE-
RAMEOFSUfFICICfdTEENGTHTOA tWlEYE 1 112
RICH MINIMUM EMBCDMENI INTO WOOD SUBSTRATE. 6,
THROUGH FRAME: FOR INSTALLATION THROUGH 1%BUCK TO CONCRETE/
MASONRY. OR DIRECTLY IN TOCONCRETEIMASONRY, USE 3116 WELL
DIAty FTERI YTAPCONS OF SUFFICiEN T LENGTH 10ACNIE E11/4 INCH
MINIMUM EMBEDMENT, 7
THROUGH FRAME TOP INSTALLATION INTO META. STUD OR APPROVED KAULUON
USE 410GR. 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT
LENGTH TOACHIEVE AMHdIMUk10F31EiREADSPENETRADON BEYOND
METAL FRAME SUBSTRATE, 8-
THROUGH FIN: FOP, INSTALLATION INTO WOOD FRAMING USE 08 WOOD SCREWS
THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 iP21NCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE. 9,
THROUGH RN: FOR INSTALLAEiON INTO METAL STUD OR APPROVED MULUON
USE RS SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH
TOACHIEVE A MINIMUMOF 3:THREADS PENFTRATiON BEYOND MFFAL
FRAME SUBSTRATE. 10.
M NIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO. FOAM BRICK VENEER. AND SIDING_ I
T, INSTALLATION ANCHORSAJID ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RES15TANT MATER FAL OR HAVE A CORROSION RESISTANT COATING-
12
FOR HOLLOW BLOCK AND GROUTFILLED BLOCK, DO NOT INSTALL INSTALLA
I IONANCHORS INTOMORTAR JOINTS EDGE015TANCEIS MEASURED
FROM FREE EDGE OF BLOCK OREDGE OF MORTARJOINT-INTO FACE
SHELL OF BLACK. 11.
HJSTALLAI ION ANCHORSSHALL RE INSTALLED IN ACCORDANCE. WITH ANCHOR MANUFACTURER'
S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPEOEIED BY THE ANCHOR &JANUFACTURER. 14,
fN5TAi.LATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITHTHE FOLLOWING PROPERTIES. A.
WOOD - MINIMUM SPECIFIC GRAVITY OF O.SS. S.
CONCRETE 'MINIMUKI COMPRESSIVE 5TRLNGTH OF 3000 PSI, C-
GROUT FILLEO CMU-UITIF $TRENGTH CONEORF.ISI'O ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTFIUF 2000 PSI AND GROUT CONFORMS TO
ASTM C 476. MINIMUM GROUT COM,PP.ESSIVESTRENGTH OF 2000 PSI, D,
HOLLOW BLOCK CMU UNIT' STRENGTH CONFORMS TO ASTP.T C-90 WITH MITI
IMUM COMPRESSIVE 5T RENGTH OF 2000 PSI- E-
STEEL• MINIMUMYIELDSTRENGTHOF33KSI. MININIUM ISGA WALL THICKNESS.
F-
ALUMINUM - MINIMUM ALLOY 60.63'IS, NUMMUKI WALL THICKNESS OF 1/
16" (OAG25"i w
Aa ills IIIAM KiIwlall, mm, SERIES
130 SINGLE
HUNG WINDOW GENERAL
NOIFS. 1.
THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO
C016IPLY WITH THE CURRENT IR(%ARC ANDCURRF.N'FFLORIDARAJILDING COOP (
FBCi EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING
TO THE FOUOWING" AAMAj:YOMAJCSA
10111.5.2/A440.05/08 A.WA
4S0,10 ADEQUACY Of
THCEAI5TINGS:TRUCiURAL CON BE111MASONRY AND 2XFRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS
TO THE FOUNDAT ION IS THE RESPONSIBILITY OF THE ENG
NE€R OR ARCHITECT OF RECORD FOR THE PRO/ECF OP INSTALLATION. 3,
IXAHD
2X BUCRS (WHEN USED( 511ALL BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, SUCX
DESIGN AHO INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
OF INSTALLATION. 4. THE
INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT
REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF STE CON0171ONS
CAUSE INSTALLATIONTO DEVIATEFROM THE. REQUIREMENTS DETAILED
HEREIN. A LICENSED ENGINEEROR ARCHITECT SHALL
PREPARE SITE. SPECIFIC DOCUMENTS FOR USE. WITH THIS
DOCUMENT IN NON-HVTI Z AREAS. 5. APPROVED
IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN
AREAS REQUIRING IMPACT RESISTANCE. S. WINDOW
FRAME MAI"ERIAL: PVC 7. DISSIMILAR
METALS INC.IJOING FASTENERSTHAT MAYCOME INTO CONTACT WITH
ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE
WITH THE CURRENT FRC. 8, GLASS
SHALL MEET- THE R£QWREPAENTS OF ASTM E 1300 CLASS CHARTS. SEE
SHEET 7 FOR GUVING OETAR, N g
mo y <
D 't1
t7 co O
Zrw
0 TABLE
OF
CONSENTS IIII SHEETREVISION
SHEET DESCRIPTION 7 C
GENTRALF. INSTALLATION NOTES 2 C
ELEVANONS 3 C
ANCHORt.AYOUTS-THROUGHT'A"I£ 4 C
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CLIP, TYP.
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FRAME, TYP,
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ALL MULLION INTERSECTIONS AT EACH PLATE INTO
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Project #:
Customer Name:
CLIS10111er Phone:
CLISIonier Address
Line Item
Frame Size
LOWE'S HOME CENTERS. LLC #1657
3780 S ORLANDO DR
SANFORD, FL 32773-5614
USA
407) 4304060
552041743
ADNAN HAQUE
407) 2599338
254 MAGNOLIA PARK
TRL
SA-NFORD. FL 32773
USA
Description: Windows
SPEC M
Eit,
Product Code
Unit Price Quantity Total Price
Description
X)o I Manut'acturer: Reliabilt by Atrium
Size = 35 1/2-in W x 54 *** 1511/r off SOS Windows and Doors from 07/18/18 to
1/2-in Fl 07/31/18*"
DP50: Size Tested 53-in x 77-iti/ Florida Approval Code:
FL20 100
DP Code and Florida Approval Code only valid Lip 10
window size tested***
Division: Millwork
Product: Windows
Type: Single HL111gS,
Manufacturer: Reliabilt by Atrium
Product Type: Single Flungs
Product Line: Replacement
Series: 130
Unit Configuration: Single Unit
Sash Configuration: Equal
Actual Width: 35 1/2-in
Actual Height: 54 1/2-in
Fits Opening Width: 36-in
l-\"<Fits Opening Fleight:55-in
Fin and Flange: Nail Fin Only
Color: White
See in-store displays for exact color samples for both
interior and exterior color.***
Glass Energy Efficiency: Ultra Low-E wl Argon--
Glass Color: Clear
0
197.35 7 )1,381.45
I of 3 07/30/2018 07:43 PM
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The graphics present an estimation ofthe color and arc
not a complelely accurate representation.***
Glass Strength/Safoy: Double Strength
Grid Style: No Grids
Hardware Color: Color Matched
Screen; Half'Screcii
Screen Shipped Separately: Ship With
Breather Tubes: No
Extended Coverage: Lifetime Glass Breakage OnIY---
Lead Time: 29 Days
0004 Manufacturer: Reliabilt by Atrium
DP50: Size Tested 53-in x 77-in/ Florida Approval Code:
DP Code and Florida Approval Code only valid up to
willdowsizc tested***
Division: iMillwork
Product: Windows
Type: Single Flungs,
Manufacturer: Reliabilt by Atrium
Product Type: Sin-Ic Hungs
Product Line: Rcplacenicin
Series: 130
Unit Configuration: Single Unii—
Sash Coil figuration: Equal
Actual Widdl: 19 1/2-in
Acival Height: 29 1/2-in
fits Opcnino Width: 20-in
Fits Opening Height: 30-in
Fin and Range: Nail Fin Only
Color: White ---
See in-store displays for exact color samples for both
interior and extcri(,)r color.***
Glass Encrov Efficiency: Ultra Low-E w/ Argon
Glass Color: Clear —
The vraphics present an cstimation of the color and are
not .1 collipICLely accurate representation
Glass Strength/Safety: Tcrnpercd:
Grid Type: No Grid,-,
Grid Style: No Grids
Hardware Color: Color Matched
Breather Tubes: No
Extended Covera-c: None
Lead Time: 36 Days