HomeMy WebLinkAbout203 Bristol Cir 17-1683; WINDOWJob Address' 203 s Bristol cir, Sanford FL 32773
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 7733
1-7- I Co 8a
Historic District: Yes No
Parcel ID: ( ) I LU - _ I Oh— QkDO -) - I `-I / U Residential Commercial
Type of Work: New Addition Alteration Repaairr Demo Change of Use Move
Description of Work: Window Replacement) 5 IZL' Re
J'1. i Z C
Plan Review Contact Person: Title:_ _
Phone: 1 ' y3 - Tom% a 3 Fax: Email:+ ()-to i'1 e' (.L. (a - VJ operty Owner Information ' O i/n
Name 4N.F y l ni _
Street: 203 S Bristol Cir
City, State Zip: Sanford,FL 32773
Phone: 954-483-9519
Resident of property? :
Contractor Information
Name Jared Mellick/Renewal by andersen of central florida
Street: 5655 Carder Rd
City, State Zip: Orlando, FL 32810
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: LJD 'S03 -` a3
Fax:
State License No.: CGC 1524135
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction /
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed 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.
1z' it
Signature of Owner/Agent Date ign re of ntractor/Agent Date
r t caner/Agent's Name_
N( (' i A kU J I I
gna re o o ary- of Florida ate
Uwe POW"
SOTARY PUSUC
area 41020W
Owner/A is
Produc d ID
Personally K own to Me
Type of ID i ;
d
Print Contractor/A nt's Name
atu ry- ate of Florida Date
LMM
NOTARY PUBW
STATE OF
18
ftftftWJ@Lnoc Me or Type
of ID 11
I
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 APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures of
Heads Fire Alarm Permit: Yes No UTILITIES:
WASTE WATER: FIRE:
BUILDING: 5F 6-$'17 Revised:
June 30, 2015 Permit Application
6/7/2017 SCPA Parcel View: 07-20-31-506-0000-1470
fp* ryvao t Counrtv, ra pFna
Parcel Information
Property Record Card
Parcel: 07-20-31-506-0000-1470
Owner: DEPINA HECTOR & MARIA
Property Address: 203 BRISTOL CIR SANFORD, FL 32773
Value Summary
Parcel 07-20-31-506-0000-1470
Owner DEPINA HECTOR & MARIA
Property Address 203 BRISTOL CIR SANFORD, FL 32773
Mailing 203 S BRISTOL CIR SANFORD, FL 32773-
Subdivision Name BRYNHAVEN 1ST REPLAT
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
Legal Description
LOT 147
BRYN HAVEN 1 ST REPLAT
PB 39 PGS 20 & 21
Taxes
2017 Working 2016 Certified
Values Values
Valuation Method Cost(Market Cost/Market
Number of Buildings f 1--__—_. _ 1
Depreciated Bldg Value 96,768
1,200
20,000
92,944
1,200
20,000
Depreciated EXFT Value
Land Value (Market)
Land Value Ag
Just/Market Value *' 117,968 _ 114,144
Portability Adj
0
0
0
16,300
Save Our Homes Adj
Amendment 1 Adj
Assessed Value — 117,968 97,844
Tax Amount without SOH: $2,085.00
2016 Tax Bill Amount $2,085.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 117,968 0 117,968
Schools 117,968 0 117,968
City Sanford 117,968 0 117,968
SJWM(Saint Johns Water Management) 117,968 0 117,968
CountyBonds 117,968 0 117,968 Sales
Description
Date Book Page Amount Qualified Vadlmp SPECIAL
WARRANTY DEED 4/1/2017 08909 0170 125,900 No Improved CERTIFICATE
OF TITLE 10/1/2016 08791 1419 100 No Improved WARRANTYDEED
12/1/1998 03563 0783 90,600 Yes Improved WARRANTY
DEED 14/1/1989 02064 2323 83,500 Yes Improved Find
Comparable Sales Land
Method
Frontage Depth Units Units Price Land Value LOT
0.00 0.00 1 $20,000.00 $20,000 Building
Information Is
Bed/Bath count incorrect? Click Here. I
Description I Year Built I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Et Wall Adj Value Repl Value I Appendages http://
parcei detai l .scpafl.orcVParcel Detai l info.aspx?PID=07203150600001470 1/2
Renewal Agreement Document and Payment Terms
bAndersen, dba: Renewal b Andersen of Central FloridaY Hector and Maria Depina
Legal Name: Universal Roofing Group inc 203 S Bristol Cir
e®oo CGC1524135 Sanford, FL 32773
wtxoow aE LACEMENT 5606 Carder Rd. I Orlando, FL 32810 H: (954)483-9519
Phone: 407803472.3 1 Fax: I Customerservice@rbafla.com
Customer(s) Name: Hector Depina and Maria Depina
Customer(s) Street Address: 203 S Bristol Cir, Sanford, FL 32773
Primary'lelephone Number: (954)483-9519
Contract Date: 04/26/17
Secondary 'Telephone Number:
Priniary Email: adepina27@yahoo.com Secondary Email:
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group inc. d/b/a Renewal by
Andersen of Central Florida(" Contractor"), in accordance with the terms and conditions described in this Agreement Document and
Payment Terms, Notice of Cancellation, Itemized Order Receipt, 20 Year Warranty, Terms and Conditions of Sale, Sales Cost Savings
Program (SCSP), What to Expect, Release Agreement, Image, Image, Image, and any other document attached to this Agreement
Document, the terms of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement").
Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement.
Total Job Amount: $7,733 By signing this agreement, you acknowledge that the Balance Due, and the Amount
Financed must be made by personal check, bank check, credit card, or cash.
Deposit Received: $0
Balance Due: $7,733 Estimated Start: Estimated Completion:
Amount Financed: $7,733
8-10 Weeks 3-4 Days
Method of Payment: Financing We schedule installations based on the date of the signed contract and secondarily on
the date in which we complete the technical measurements. 'The installation date thatNotes: 12 mos no interest no we are providing at this time is only an estimate. We will communicate an official date
payment and time at a later date. Rain and extreme weather are the most common causes for
delay.
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understanding changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid
without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) I) has read this
Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including
the two attached Notices of Cancellation, on the date first written above and 2) was orally informed of Buyer's right to cancel this
Agreement.
NOTICE TO OWNER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign.
YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT
OF 05/01/2017 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,
WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN
EXPLANATION OF THIS RIGHT.
Legal Name: Universal Roofing Group inc. Customer(s)
dba: Rcnewal rlrider ei (Central Florida
Signature of Sales Person Signature Signature
Tim Hutcheson
Print Name of Sales Person
Hector Depina
Print Name
Maria Depina
Print Name
04/26/17 Page 2 / 16
THIS INSTRUMENT R ARED BY: GRr=tPT M1LOYs SEMINOLE COUNTY
Name: t an CLERK OF CIRCUIT COURT & COt1F'TROLL.ER
Address: I?I: v4`?7 F' 35 (1F',)
CLERK' S T 2017056392
RECORDED 116/107/2017 1' :5015 Pi'
RECORD): G FEES $10-00
NOTICE F COMMENCEMENT RECORDED BY tsrmifh
Permit Number:
Parcel ID Number: 07-20-31-506-0000-1470
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 and street address if available)
LOT 147 BRYNHAVEN 1 ST REPLAT PB 39 PGS 20 & 21
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Window Replacement
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
C VNameandaddress:.A.&N D el Nk 203 Bristol Cir Sanford FL 32773
Interest in property: Homeowner
Fee Simple Title Holder (if other than owner listed above)
4. CONTRACTOR: Name: Jared Mellick/Renewal by andersen of ctrl fla Phone Number:
Address: 5655 Carder Rd, Orlando FL 32810
5. SURETY (If applicable, a copy of the payment bond is attached):
6. LENDER:
Address:
Phone Number:
Amount of Bond:
L c' 7 r
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided ;
j
Se`-c1
713.13(1)(a)7., Florida Statutes. L ,
Name: Phone Number: r.
Add
8. In addition, Owner designates of
to receive a copy of 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)
C ,_)
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.
Signature of Owne see, oPriManager) ner's or Lessee's (Print Name and ProAdo Signatory's TILe/OfBce) Authorized
Officer/Directo;p(,,y
State
of County of ._3 C. ` L I The
foregoing instrument was 5Ni owledged before me this C day of e i `- — ,
20 by
Name
of perso k aT ing statement who
has produced identificati type of identification produced: Lem
PI WTARY
PUB G STATE
OF FLMDA Calms
FF980919 Expires
4112/2= Who
is personally known to me OR Notary
Signature
U~ ^m Itemized ~~ ~~.~~ Receipt
dba:uenewal by Andersen of Central Florida
Legal Name: Universal Roofing Group inc.
GC15I41]5
5aosCarder Rd. / Orlando, o3zom Room
Field 10
Geust front 36VV W}
H C,
R
0 00 Do () t -)- Hector
and Maria Depin" m3sBristol
c., Sanford, FLszn3
Ki Pe,
niitaod d.sposa|. <Eo-er Dezripdon Hee Window: 'Equa|'
F*4-F**e'[oo,empora heckra||. rXTER\
OR VVhita' !NTER!OR VVhite. Glass: Sash A||. High Pe
ormanceSma un G!axi oPa em. Hardvvare: VVhiite. Screen:
pi e,g|ass. Fu|| 5creen' Grille Style: No GriUes' y@isc: No
4- [^ u
iJc( '..~ `r-~ 102 2ndBed
36VV Window: Doob|e'Hung' Equa|.+4 e*e ontempu,ar 60H heckrai|.
EXTER0R VVhi,e' 1NTER0GVVkite' G\ass: High PeHo,
manceSma-SunG|a a. N;nPattem' Hardware: Screen: Fiherg|
a sFu|| Scveen. Grille Stye. No 6riUes. 103 Breakfast 24VV
VVindovx:Doub|e'Hung. Equal, Fill! -F*e*e'[onte.r,,po.ary 60H heckrai|. EXTER|
DR VVh/e. |NTER!ORVVhire' Glass: 5ash AU HighPerfo/manceG|ass,
NoPattem'Hardware: YYhi e, Screen: Fiberg|
ass' F:|| Soeen. Grille Stye: No G/iUes. K8iuc'Non 104 Breakfast
36VV Window
Doub|e'Hung. Equal' rV 60 H heck/ai|'
EXTER|0R VVhite. iNTER|ORVVhite. Glass: ash All Higrl PednrmanceS nrls S:
nG|ass; NoPat em. Hardware- VVhiIe. 5creew Fiberg|ass'
F:|| 5cmen' Grille Style: No Gri|les, Misc. Non uwzo//7
panr 4/
16
Renewal Itemized Order Receipt
byAndersen, dba: Renewal b Andersen of Central FloridaY Hector and Maria Depina
Legal Name: Universal Roofing Group inc. 203 S Bristol Cir
CGC1524135 Sanford, FL 32773
w wnow AE9tACrMEkT 5606 Carder Rd. I Orlando, FL 32810 H: (954)483-9519
Phone: 4078034723 1 Fax: I Customerservice@rbafla.com
i. i //`'Cy/ti H%///'/,i/////„,/%.%,/ii i.i/,,.N/%.1.,%/,.//1.i/1/,,'i'f.:,:o/a,r! i//,.,!,//i/,F.
105 Breakfast I
0
PATIODOORS:
I
as
UPDATED: 04/26/17
a
j £ L Renewal by Andersen is committed to ourrvr. tomers'safety by
eornplying with the males and learl-safe work irrzctitesspeczfied by the F.ln
04/26/ 17 Page 5 / 16
POWER OF ATTORNEY
I hereby name and appoints
Of Renewal by Andersen of Central Florida to be my lawful attorney in fact
To act for me and apply1 to the Yd
Building Department for a Building permit for work to
Be performed at a location described as:
Section: Township: Range: Lot: Block:
Address of job)
of property and address)
And to sign my name and do all things necessary to this appointment.
Jared Mellick
Sig?!!re o eexifirrd Contractor)
The foregoing instrument was acknowledged before me this 1:7
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
Notary)
My Commission expires:
Commission#:
4!t,,,,,•••
CAROL L. SCRIPTER
Notary Public . State of Florida
Commission # FF 247113
My Comm. Expires Jul 6, 20'9
RECORD COPY
CUSTOMER NAME
an Anders
FLOOR PLAN
WED FOR CODE COMPLIANCE
PLANS EXAMINER
f
1-7
DATE
ANEQ QtJILDING DIVISION
A
IF
MIT ISSUED SHALL BE CONSTRUED TO BE A
ICE TO PROCEED WITH THE WORK AND NOT ASAORITYTOVIOLATE, CANCEL, ALTER OR SETSIANYOFTHEPROVISIONSOFTHETECHNICALODNORSHALLISSUANCEOFAPERMITPREVENTEBUILDINGOFFICIALFROMTHEREAFTERINPLANS, HF ERRORSrNcSlR,-'CTION OR VIOLATk
CORRECTION TIIONS OF THIS CODE SANFORD
6
F F
3 Doi 10L., S
fed -%.'CCU f
kionaa tsunamg Loae uniine Page 1 of 2
Z.
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9j ":: Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
FL19564-R1
Revision
2014
Approved
u
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Windows
Double Hung
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
R Validation Checklist - Hardcopy Received
Certificate of IndependecenFL19564 R1 COI COI Andersen SS 2015-08-31.Ddf _ Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code Product
Approval Method Standard
AAMA/
WDMA/CSA 101/I.S.2/A440 AAMA/
WDMA/CSA 101/I.S.2/A440 Method
1 Option D Year
2005
2008
https://
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2f nGFoyT6rafb/o2... 6/6/2017
Florida Building Code Online Fage 2 of L
Date Submitted 02/19/2016
Date Validated 02/19/2016
Date Pending FBC Approval 02/23/2016
Date Approved 04/12/2016
Summary of Products
FL # Model, Number or Name Description
19564.1 Renewal Series Double Hung Double Hung - Full Frame
Windows
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19564 R1 II AWD096 SS 2016-02-18.odf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, AWD096, and FL19564 R1 AE PER4089 SS 2015-12-18.0f
Evaluation Report, PER4089, for sizes, design pressures, and Created by Independent Third Party: Yes
installation requirements.
19564.2 Renewal Series Double Hung Double Hung - Insert Frame
Windows
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19564 RI II AWD097 SS 2016-02-18.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, AWD097, and FL19564 RS AE PER4164 SS 2016-02-18.0f
Evaluation Report, PER4164, for sizes, design pressures, and Created by Independent Third Party: Yes
installation requirements.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
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https:Hfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raf /`2... 6/6/2017
INSTALLATION NOTES:
1. INSTALLATION CLIPS: ONE (1) INSTALLATION ANCHOR CUP IS REQUIRED
LOCATION SHOWN, EACH CLIP IS TO USE TWO (2) INSTALLATION ANCHOF
2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REO
LOCATION SHOWN.
3. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHIN ATOLERANCE OF.
DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL (LE., WITHOUT COO
TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLA
NEXT.
4. INSTALLATION CUP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRE
DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWH RW
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11141NCH MINII
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
S. INSTALLATION CUP: FOR INSTALLATION INTO 2X BUCK USE TWO (2) R8 P
PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH It
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE 015
6. INSTALLATION CUP. FOR INSTALLATION THROUGH METAL STUD USE TWI
SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CUP OF SUF
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME St
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE R10 FH WOOD
LENGTHTOACHIEVE 1112INCH MINIMUM EMBEDMENT INTO WOOD SL
THROUGH FRAME: FOR INSTALLATION INTO METALSUBSTRATES USE Nl(
SELF -DRILLING OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACF
MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALT
3/4' EDGE DISTANCE.
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X SUCKTO CONCRETE
INTO CONCRETE/MASONRY, USE ONE (I) 3116INCH FH JTW TAPCON OF S
ACHIEVE 11/41NCH MINIMUM EMBEDMENT AND SHALE MAINTAIN MIN
10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE A8 PAN HEAD WOOD SCI
LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD St
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
11.NAIL FIN: FOR INSTALLATION INTO METALSUBSTRATES USE H8 HWH GFU
SELFTAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS h
BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/6
12.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, I
LIMITEDTO STUCCO, FOAM, BRICK VENEER, AND SIDING.
13ANSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE 1
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
14.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTAL
MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BE(
JOINT INTO FACE SHELL OF BLOCK.
1S.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANi
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUI
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANC
I&INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED C
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICI
GAUGE).
E. ALUMINUM- MINIMUM WALL THICKNESS OFSM 6063-TS ALLOY OR
RENEWAL SERIES DOUBLE HUNG WINDOWS
ANCHOR FULL FRAME - NON -IMPACT
IIRED AT EACH ANCHOR
1/2 INCH OF THE GENERAL NOTES:
RDERATION OF
70NANCHORTOTHE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION(2024)
FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT
E/MASONRY, OR
HAS BEEN EVALUATEDTO THE FOLLOWING:
APCON PER AAMA/WDMA/CSA 101/1.S.2/A440.05/08
IUM EMBEDMENT AND
2. ADEQUACY OF THE EXISTING STRUCTURAL
1N HEAD WOOD SCREWS
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS
INIMUM EMBEDMENT
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
ANCE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
2) 06 HWH GRADE 5 INSTALLATION.
ICIENT LENGTH TO
BSTRATE AND SHALL 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
CREWS OF SUFFICIENT RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
ISTRATE. FOR THE PROJECT OF INSTALLATION.
FH GRADE 5 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
EVE 3 THREADS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
MAINTAIN MINIMUM SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
MASONRY, OR DIRECTLY DOCUMENTS FOR USE WITH THIS DOCUMENT.
OFICIENT LENGTH TO
NUM 2" EDGE DISTANCE. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
EWS OF SUFFICIENT RESISTANCE.
ISTRATE AND SHALL
6. WINDOW FRAME MATERIAL: FIBREX®AND PVC.
E S SELF -DRILLING OR 7. SEE SHEET 3 FOR GLAZING DETAILS.
INIMUM PENETRATION
EDGE DISTANCE. 8. DESIGNATIONSX"AND"O"STAND FOR THEFOLLOWING:
X. OPERABLE PANEL
ICLUDING BUT NOT 0: FIXED PANEL
ION ANCHORS INTO
OR EDGE OF MORTAR
OR MANUFACTURER'S
RATES WITH
IR MANUFACTURER.
SUBSTRATE
48 MILS (19
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 GENERAL & INSTALLATION NOTES
2 ELEVATIONS & ANCHOR LAYOUTS
3 A THROUGH FRAME INSTALLATION DETAILS & GLAZING DETAIL
4 NAIL FIN INSTALLATION DETAILS & REINFORCEMENT REQ'S
5 CLIP INSTALLATION DETAILS
DESIGN PRESSURE RATING
SIZE DESI6N PRESSURE
54" X 72" 20.0 / -20.0 PSF
45" X 77" 35.0 / -35.0 PSF
48" X 96' 20.0 / -20.0 P5F
Digitally signed by Hermes F Norero, P.E.
Reason: I am approving this document
Date: 2016.02.1819:17:13 -05'00'
wlnoows•Doo RS
100 FOURTH AVE NORM
RAYFORT. MN 55003-1096
M. 651) 264-5150 FX: (651) 264.5455
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MAX
D.L.O.
5
31-1/4"
UNIT
MAX.
HEIGHT
72"
MAX.
D.L.O.
31-1/4"
UNIT MAX.
WIDTH 48"
MAX. D.L.O.
42"
UNIT MAX. A A A
WIDTH 54" 3 4 5
MAX. D.L.O.
48"
A A A
3 4 5
MAX. C
D.L.O. 5
43-1/4"
C L D D D
3 4 UNIT
3 4 5X" MAX.
D D HEIGHT
3 4 5 96"
MAX.
D.L.O. "X
43-
I1/
4"
1
ELEVATION
54" x 72"
IMAX. O.C. SPACING
CORNER DIST.
SEE SCHEDULE
SEE SCHEDULE -1 l -1 r '
L
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST. J -
SEE SCHEDULE
W.
ELEVATION
48" x 96"
NOTE: ORIEL, COTTAGE, AND CUSTOM
SASH SIZES ARE AVAILABLE UPON
REQUEST SUCH THAT THEY DO NOT
EXCEED MAX. SASH D.L.O. SIZES SHOWN
HEREIN.
RENEWAL SERIES DOUBLE HUNG - FULL FRAME
ANCHORSPACING
FROM MAX. O.C. MAX. O.C. MAX. O.C.
INSTALLATION CORNERS HEAD SILL JAMBS
METHOD
IN) IN) IN) IN)
NAILFIN 3.5 3.5 3.5 3.5
INSTALLATION
5 N/A N/A 16
CUP
THROUGH
S N/A N/A 13.5
FRAME
NOTES:1) HEAD AND SILL ANCHORS ARE NOT REQUIRED FOR
X INSTALLATION CLIP OR THROUGH FRAME
INSTALLATION METHODS
2) ANY TYPICAL SUBSTRATE SHOWN HEREIN MAY BE
USED AT THE HEAD, JAMBS, OR SILL. EDGE DISTANCE
AND EMBEDMENT SHALL BE AS SPECIFIED IN TYPICAL
DETAILS. SEE INSTALLATION NOTES 4-11 FOR ANCHOR
SPECIFICATIONS FOR EACH INSTALLATION METHOD.
TYPICAL!ANCHOR LAYOUT
WINDOWS —ORS
PH (651) 264-5150 FX: (651) 2645485
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SHEET: 2 OF 5
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS CONCRETE/MASONRY
2X WOOD BUCK BY OTHERS
BY OTHERS
1/4• MAX.
EXTERIOR FINISH SHIM SPACE
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
HEIGHT EXTERIOR i INTERIOR
t
SEE GLAZING DETAIL
A VERTICAL SECTION
3 HEAD - 2)( WOOD BUCK
THROUGH FRAME
IEXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
IX WOOD BUCK
OPTIONAL) BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY & IX
WOOD BUCK BY OTHERS
Til hro`
F1'
RAIL
11
SEE GLAZING DETAIL
1
INTERIOR
1/4" MAX.
SHIM SPACE
VERTICAL' SECTION
Slll-1X WOOD ON CONCRETE/MASONS
THROUGH FRAME
11/16" O.A. INSULATED
GLASS
EXTERIOR INTERIOR
SILICONE / \
BACK BEDDING G[q55
BITE
GLAZING DETAIL
NOTE:
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E1300-04
GLASS CHART REQUIREMENTS.
JAMB ANCHOR REQUIREMENTS:
ONE ANCHOR IS REQUIRED AT EACH JAMB ANCHOR
LOCATION SPECIFIED ON ANCHOR LAYOUT.
ONE ANCHOR IS TO BE INSTALLED THROUGH EITHER OF
THE TWO TRACKS AT EACH ANCHOR LOCATION
SPECIFIED.
3 THREAD PENETRATION
BEYOND METAL FRAME
INTERIOR 114" MAX. r
3/4" MIN. EDGE
SHIM SPACE DISTANCE
SEE GLAZING DETAIL
EXTERIOR
ONE (1) #10 GRADE 5 SELF -DRILLING
INSTALLATION ANCHOR. SEE NOTES
ABOVE
METAL SUBSTRATE BY OTHERS
I
SHEATING BY OTHERS
EXTERIOR FINISH BY OTHERS
PRECAST SILL O.A. WINDOW PERIMETER SEALANT BY
OR CONCRETE BY OTHERS WIDTH OTHERS
C HORIZONTAL SECTION
3 JAMB - METAL FRAME SUBSTRATE
THROUGH FRAME
W INDOWf•DOORf
100 FOURTH AVE NORM
BAYPORT• MN 55003-10%
PH: (651) 264.5150 FX: (651) 264.5485
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SHEET: 3 OF 5
SHEATHING d METAL
STUD BY OTHERS
CAULK BETWEEN
FIN d METAL STRUCTURE
EXTERIOR FINISH)
gl--
BY OTHERS
PERIMETER SEALABY OTHO.A. WINDOW
HEIGHT
NAIL FIN/FLANGE IS
REVERSIBLE, SEE
ORIENTATION DIFFERENCE
IN DETAIL A AND B
EXTERIOR
HEAD -
VE
3 THEADS PENETRATION
BEYOND METAL FRAME
3/4" MIN. EDGE
DISTANCE #8 HWH GRADE 5 SELF -DRILLING
INSTALLATION ANCHORS
1/4" MAX.
SHIM SPACE
SEE GLAZING DETAIL
INTERIOR
SECTION
1ME SUBSTRATE
FIN
SEE GLAZING DETAIL
1 INTERIOR
SECTION
RAIL
SEE GLAZING DETAIL
IEXTERIOR 1 INTERIOR
O.A. WINDOW 1/4' MAX.
HEIGHT SHIM SPACE
PERIMETER SEALANT
3/4" MIN. EDGEBYOTHERSDISTANCE
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN FIN
d 2X WOOD BUCK
2X WOOD BUCK BY OTHERS 8 PAN HEAD WOOD SCREW
CAULK BETWEEN INSTALLATION ANCHOR
CONCRETE/MASONRY d 2X i MIN.
WOOD BUCK BY OTHERS EMBEDMENTDMENT
CONCRETE/MASONRY
BY OTHERS g VERTICA LI SECTION
4 SILL -2XWOOD BUCK
NAIL FIN
1.062"
TALL BOTTOM RAIL WOOD (LVL)
REINFORCEMENT DETAIL
0.223'
0.793"
RAIL AND STILE ALUMINUM
REINFORCEMENT DETAIL
SASH REINFORCEMENT REQUIREMENTS
LOCATION
REINFORCING
REQUIRED SIZE
REINFORCING
UPPER SASH
SASH HEIGHT, 37.8345°
REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH, 43.125'
UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH 2 36.125" AND INSERTED INTO RAIL
SASH HEIGHT, 37.8345'
LOWER SASH SASH HEIGHT, 38.9645'
REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH, 43.125"
LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH 2 36.125" AND INSERTED INTO RAIL
SASH HEIGHT- 38.9645"
SASH WIDTH - 43.125'
LOWER SASH OR REQUIRES WOOD (LVL) REINFORCEMENT
TALLBOTTOM RAIL SASH WIDTH 2 36.125" AND INSERTED INTO RAIL SASH
HEIGHT, 38.9645" 3/
4" MIN. EDGE 1/
4" MAX. DISTANCE SHIM
SPACE INTERIORWOOD STRUCTURE BY OTHERS 8
PAN HEAD WOOD SCREW INSTALLATION
ANCHOR 11/
2" MIN. SEE
GLAZING a
EMBEDMENT DETAIL
EXTERIOR ,
CAULK
BETWEEN FIN
d 2X WOOD BUCK EXTERIOR
FINISH SY OTHERS O.
A. WINDOW PERIMETER SEALANT BY WIDTH
OTHERS C
HORIZONTAL SECTION JAMB -
WOOD BUCK NAIL
FIN wHnoows•
000 Rs 100
FOURTH AVE NORTH 6AYPORT.
MN 55007-0096 PH:(
651)264-5150 FX:(651)264.5483 0
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SHEET:
4 OF 5
CAULK BETWEEN
CONCRETE/MASONRY S 2XCONCRETE/MASONRY :.'..
BY OTHERS " , i, •::. WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
EXTERIOR FINISH
BY OTHERS I
PERIMETER SEALANT J 1/4" MAX.
BY OTHERS ° SHIM SPACE
O.A. WINDOW
HEIGHT /
EXTERIOR INTERIOR
SEE GLAZING DETAIL
O.A. WINDOW
HEIGHT
AL SECTION
2X WOOD BUCK
ALLATION CUP
Jan-l q
1I1:J lil=?1 •
EXTERIOR
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH BY OTHERS
1X WOOD BUCK
OPTIONAL)BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY S 1X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS
1 VERTICAL SECTION
J CHECK RAIL
SEE GLAZING DETAIL
1I INTERIOR
1/4" MAX.
SHIM SPACE
I
S_VERTICAL SECTION
SILL1% WOOD ON CONCRETE/MASONRY
INSTALLATION CUP
INSTALLATION CLIP ANCHOR REQUIREMENTS:
WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP,
IN ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CLIP, IN
ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
CONCRETE/MASONRY: USE TWO V16" ITW TAPCON ANCHORS, WITH
ONE ANCHOR PLACET IN ROW NUMBER ONE AND ONE ANCHOR PLACED
IN ROW NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW.
ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP.
6.500"
1.500"
o 0 011 0.625"
1 2 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
2" MIN. EDGE ` • '•
DISTANCE
i •'• '4
INTERIOR
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
CONCRETE/MASONRY~
BY OTHERS
PERIMETER SEALANT
EXTERIOR
BY OTHERS
EXTERIOR FINISH SEE GLAZING DETAIL
BY OTHERS
O.A. WINDOW
WIDTH -'
HORIZONTAL SECTION
5 JAMB-CONCRETE/MASONRY
INSTALLATION CUP
1
WINDOWf•DOORf
100 FOURTH AVE NORTH
BAYPORT. MN 55m3.1096
PH:(651)2W5L70 FX:(651)2645/85
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DWG #:
AWD096
SHEET: 5 OF 5
REQUIRED INSPECTION SEQUENCE
l]P# 3
BUILDING PERMIT
Min Max Insj2eeflon Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: Zak r—i5m c.
ELECTta1 C,,a..1.E,Rau eT
1 1[in ax I<ns eetion Dc§e°ll ti®n
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Fp' C d 2S, ' S+6 flW XP Zge +".b h wed}„•e'ya„"Y '` f ei z a.?u 'awalr{'rG„s...:v+,.r'a*iE;d.ae.,-
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
min Max Inspection Description
Min I Max
Mechanical Final
Gas Unde
Gras Roug
Gas Final
REVISED: June 2014