HomeMy WebLinkAbout2541 Palmetto AveWt
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / (— '1 cl y 9
Documented Construction Value: $ J q J
ParcelID: o z0-SL)-''5Lt0 - " 0 '36
Type of Work: New Addition Alteration Rgpair De_
Description of Work:
Historic District: Yes No
Residential" Commercial ElmoElhanggofUse Move,
Plan Review Contact Person:
Property Owner Information
Name ' Phone: O '1 14'll
Street: Resident of property?
n L --L- A
City, State Zip-
Name
Strees
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contr ctor Informa ionn/,
0 f
Fax:
State License No.: (,C U2,413
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.
09
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
p
Revised: June 30, 2015 Permit Application V'
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.
W
be done
s
Owner/Agent
Produced ID
ai-gertify that all of the foregoing information is accurate and that all work will
wvith ll applicable laws regulating construction and zoning.
Agent Date
Date
NOTARY PUBLIC
STATE OF FLORIDA
Coma* FF901799
Pawkwlg/o Me or
Type of ID
7 JZg /7c.
Date
s
NOTAW(PUBLIC
a STATE OF FLORIDA
CFF911799
ContractV ent x P&A61%19y Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: S In 19 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: SP 9'16-140
Revised: June 30, 2015 Permit Application
8/8/2016 SCPA Parcel View: 01-20-30-506-0000-0330
U
Property Record Card VqParcel: 01-20-30-506-0000-0330 55
0
Owner: BATOR STEPHEN
setivaouccxx.,n RCw
Property Address: 2541 PALMETTO AVE SANFORD, FL 32771
Parcel Information
Parcel 01-20-30-506-0000-0330
Owner BATOR STEPHEN
Property Address 2541 PALMETTO AVE SANFORD, FL 32771
Mailing 2541 PALMETTO AVE SANFORD, FL 32771 -
Subdivision Name WOODRUFFS SUBD FRANK L
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions Just/MarketValue"
Legal Description
L-]
LOTS 33 & 35
FRANK L WOODRUFFS SUBD
PB 3 PG 44
Taxes
Seminole County GIS
34
Tax Amount without SOH: $914.00
2015 Tax Bill Amount $914.00
Tax Estimator
Save Our Homes Savings: $0.00
36- Does NOT INCLUDE Non Ad Valorem Assessments
Value Summary
Taxing Authority
2016 Working
Values
2015 Certified
Values
Valuation Method
Number of Buildings
Cost/Market
1
Cost/Market
1
Depreciated Bldg Value 34,962 28,457
Depreciated EXFT Value
Value (Market)
463
16,000
475
j $16,000Land
Land Value Ag
f
Just/MarketValue" 51,425 44,932 —
Portability Adj
49,425
County Bonds
Save Our Homes Adj 0 0
Amendment 1 Adj _ 2,000 0
s
P&G Adj
Assessed Value
1 $0
49,425
0
44,932
Taxing Authority Assessment Value Exempt Values Taxable Value
Book
County General Fund j $49,425 0 49,425
Schools j $51,425 j 0 51,425
City Sanford 49,425 0 I 49,425
SJWM(Saint Johns Water Management) 49,425 1 0 49,425
County Bonds
r --
49,425 0 49,425
Sales
Description Date Book Page Amount Qualified
16,000.00
Vac/Imp
WARRANTY DEED 7/1/2011 t 07652 1902 100 No Improved
WARRANTY DEED 3/1/2011 07541 0002 50,000 Yes Improved
WARRANTY DEED 4/1/2004 05281 0224 100 No Improved
PROBATE RECORDS
s-------_---
14/1/2004 05274 0052 100 No
i
I Improved
Find Comparable Sale
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.00 0.00 , 1 ( 16,000.00 16,000
wilding Information j
Is Bed/Bath count incorrect? Click Here.
Year Built
http://parceldetai i.scpafl.org/Parcel Detai I lnfo.aspx?PID=01203050600000330 1/2
Renewal Agreement Document and Payment Terms
byAndersen.
dba: Renewal by Andersen of Central Florida Stephen Bator
Legal Name: Universal Roofing Group inc. 2541 S Palmetto Ave
o i CGC1523333 Sanford, FL 32773
WINDOW 5606 Carder Rd. I Orlando, FL 32810 H: (407)437-4146
Phone: 4078034722 I Fax: I jim@rbafla.com
Customer(s) Name: Stephen Bator Contract Date: 06/30/16
Customer(s) Street Address: 2541 S Palmetto Ave, Sanford, FL 32773
Primary Telephone Number: (407)437-4146
Primary Email: d2dsolutions@yahoo.com
Secondary Telephone Number:
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, Warranty, Terms and Conditions of Sale, Sales Cost Savings Program
SCSP), Lead -Safe Form, What to Expect, Release Agreement, and any other document attach d 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.
O
Total Job Amount:
Deposit Received:
Balance Due:
Amount Financed:
Method of Payment:
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.
0
630 Ststimated Start:
5,6 '>u
U7/05/16
Financing
Notes: 100 % financing
We schedule installat
the date in which we
we are providing at 6
and time at a later,ta
delay.
Estimated Completion:
08/30/16
s based on the date of the signed contract and secondarily on
replete the technical measurements. The installation date that
time is only an estimate. We will communicate an official date
Rain and extreme weather are the most common causes for
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 9 this Agreement. No alterations to or deviations from this Agreement will be valid
without the signed, written consent of both the Buyers) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) 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 coiKract if blank. You are entitled to a copy of the contract at the time you sign.
YOU, THE BUYER, MAY
OF 07/05/2016 OR THE'
WHICHEVER DATE IS I
EXPLANATION OF THI'
Legal Name: Universal Roofing GroRotdba: Renewal bo Andemen of Central
Signature of Sales Persov
Tim Stewart
Print Name of
tEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT
D BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,
L SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN
HT.
Custotner(s)
0
Signature
Stephen Bator
Print Name
Signature
Print Name
06/30/16 Page 2 / 15
Renewal Quote
W.PiCtdtSL'L Tim Stewart, {407}592-035MfN9PWRSI4Ck111iNT +:MammS w s
2016 Central FL L '
101 Vacant
7/)<
L Ti -iyy`
102 Vacant room
7 9 ' I
L `Tri -,
72 W
54 H
72 W
54 H
102 Kitchen 52 W
37 H
103 Bath room 36 W
J 37 H
X 3 u
104 Living room 74 W
14 50 H
41
L Tr),VY\
105 Bed room 52W
52 H
Stephen Bator
2541 S Palmetto Ave
Sanford, FL 32773
407)437-4146
Window: Gliding - Double, Gliding, 72w x 54h, 1:1, Active / $1,545
Passive, Base Frame, Exterior White, Interior White Glass: All
Sash: High Performance SmartSun Glass , No Pattern
Hardware: White Screen: Fiberglass , Full Screen Grille
Style: No Grilles Misc: None
V_
Window: Gliding - Double, Gliding, 72w x 54h, 1:1, Active / $1,545
Passive, Base Frame, Exterior White, Interior White Glass: All
Sash: High Performance SmartSun Glass , No Pattern
Hardware: White Screen: Fiberglass , Full Screen Grille
Style: No Grilles Misc: None
Window: Gliding - Double, Gliding, 52w x 37h, 1:1, Active / $1,140
assive, Base Frame, Exterior White, Interior White Glass: All
S h: High Performance SmartSun Glass , No Pattern
War are. White Screen: Fiberglass , Full Screen Grille
Style: o Grilles Misc: None
Window. Gliding - Double, Gliding, 36w x 37h, 1:1, Active / $1,112
Passive, Base rame, Exterior White, Inter' W` Glass: Ail
s Sash: High Perfo ante SmartSun GIA, , Obsc Hardware: (T4,VIA
White Screen: Fi rglass , Full Screen Grille Style: No
Grilles Misc: None
L Tr; rt-
WINDOWS: 6 PATIO DOORS: 0 SPECIALTY: 0
All
Si-ecl col-seylyl-t#bs
Window: Gliding - Trip Gliding, 74w x S011, 1:2:1, Base $1,$28
Frame, Exterior White, In en r White G€ass: All Sash; High
Performance SmartSun Glass , o Pattern Hardware: White Gll Q
Screen: Fiberglass Grille Style: o Grilles Misc: None 3
C7 ` 671
Window: Gliding - Double, Gliding, 2w x 52h, 1:1, Active ! $1,295
Passive, Base Frame, Exterior White, Inte or White Glass: All
Sash: High Performance SmartSun Glass , Pattern
Hardware: White Screen: Fiberglass , Full green Grille
cAStyle: No Grilles Misc: None
MISC O TOTAL $8,5 &'' 6
UPDATED: 07/01/16
CX6+f ., cbu)
3
L Tr; rt-
WINDOWS: 6 PATIO DOORS: 0 SPECIALTY: 0
All
Si-ecl col-seylyl-t#bs
Window: Gliding - Trip Gliding, 74w x S011, 1:2:1, Base $1,$28
Frame, Exterior White, In en r White G€ass: All Sash; High
Performance SmartSun Glass , o Pattern Hardware: White Gll Q
Screen: Fiberglass Grille Style: o Grilles Misc: None 3
C7 ` 671
Window: Gliding - Double, Gliding, 2w x 52h, 1:1, Active ! $1,295
Passive, Base Frame, Exterior White, Inte or White Glass: All
Sash: High Performance SmartSun Glass , Pattern
Hardware: White Screen: Fiberglass , Full green Grille
cAStyle: No Grilles Misc: None
MISC O TOTAL $8,5 &'' 6
UPDATED: 07/01/16
CX6+f ., cbu)
THIS INSTRt3 tdNT P EP,O,
REl
Y:;
Name: -- -1_i
f— ..5. i z r i
Address:
NOTICE OF COMMENCEMENT
f ff f I f f fid ilii
N:IVR :i,
It
f'[-! i. ?III I 1 ?
ejt`ri!
Permit Number:
Parcel ID Number: (,
l
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement.
1. DESCRIPTION OF,PROREj2TY (regal description of lh property and street adlre5s tf gvailable)
L4_irlst_.
2. GENERAL DESCRIPTION OF IM
3. OWNER INFORMATION OR
Name and address:
IF THE LESSEE C- ONTRAt T -ED
Interest in property: 1A I", i./I t.-'• I
Fee Simple Title Holder (if other than owner listed above)
Address
4. CONTRACTOR: Na
a
Address: `
titiy " '
Tw
5. SURETY (If applica
Address:
6. LENDER: Name:
Address:
C.
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 Section713.13(1)(a)7., Florida Statutes,
INaMe: Phone Number:
Address:
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)
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 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECYON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCKiJ QRK OR RE90RDING YOUR NOTICE OF COMMENCEMENT.
6 -
Signature of Owner or Lessee or O ei's or Lessee's (Print Name and Provide Signatory's Tide/Office) Authorized Oificer/DirectorfPa erlManager)
State,of
v:
l' `i j -" County
ofAkTheforegoing' strumnt was ackno ledged before me this f day of 4t.
d }
Who is personally
Name of person making statement
who has produced identificatioth. ype-of identification produced:
F,:to
st Esc ['k
7 i 1 '6 i it t E' S f •.
r
tt
A
a.' .t. ' fi:;iire r;r < r k h q,l , . ^ ' '1 ovary Si
I ,,• yrs, Ic{t S, rr sr
y
AUG 9-
tome 0
i
20
POWER OF ATTORNEY
I hereby, me and appoint Joan Mellick
Of Universal Roofiny, Group, Inc. to be my lawful attorney in fact
To act for me and apply to the e.1/
Building Department for a Building permit for work to
Be performed at a location described as:
Section: N Township: _&ORange:.3o Lot: S-06 Block: aaod — P
Subdivision: » k 4, t o D dY u-s 5y Z!?
4 l --1,4 L tnne --/4O gv2: -
Address of job)
5 V -
Owner of property and address)
And to sign my name and do all things necessary to this appointment.
Jared Mellick
The foregoing instrument was acknowledged before me this
By Jared Mellick
Who is personally know to me and who did not
State of Florida
County of Orange
My Commission expires:
Commission#:
ke an oath.
Y'sThalia Cos Acevedo
NOTARYrPIUBLIC
STATE OF FLORIDAA
C ^rr3W# FF9017',-i Jr
114-C,s Exp res 7/21/2019
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
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy opplicable contractor's license issued by the State of Florida (if the contractor is the
a1H4cant).
A site specific notarized power of attorney shall be required from the licensed contractor if
Ae/she appoints an employee of his/her company to sign the permit application as the contractor.
C rtificate of insurance indicating worker's compensation insurance coverage and naming the City ofVanfordascertificateholder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
C"" -'Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). P
Two (2) copies of the floor plan indicating size, type and location of windows/doors.
9/
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
Z2 Contact Person information entered in'Naviline?
Application forms stamped received and initialed
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, andfederal code requirements.
Revised: February 2015
i
VACarij p,,
7b x Ltq z
d X
J
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
1(v • eG
DATE
SANFORD BUILDING DIVISION
A PERMIT E CONSTRUED TO 13E A
LICENSE TO PROCDEED W TSHALLH 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
rHE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
16-2259
Comments
Archived
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport, MN 55003
651)264-5308
alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
VJLD/AGAddress/Phone/Email
SANFORDQualityAssuranceRepresentative
Address/Phone/Email O `
Aq RTM
Category Windows E
L L JSubcategoryHorizontalSlider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Hermes F. Norero, P.E.
PE -73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
J Validation Checklist - Hardcopy Received
FL19563 RO COI COI Andersen SS 2015-08-31 odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
L
k
file:///C:/Users/thalia/Documents/Product%20Approval s/Renewal%20by%20Anderson%20Slider%20Product%20Approval.ht_._ __
Year
2008
2011
19a
INSTALLATION NOTES:
1. INSTALLATION CLIPS: ONE (1) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, EACH CLIP IS TO USE TWO (2) INSTALLATION ANCHORS.
2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE NOTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
4. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWH ITW TAPCON PER
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT AND
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
S. INSTALLATION CLIP: FOR INSTALLATION INTO 2X BUCK USE TWO (2) 98 PAN HEAD WOOD SCREWS
PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
6. INSTALLATION CUP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) N8 HWH GRADE 5
SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE N10 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
8. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE 930 GRADE 5 SELF -DRILLING
OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM
PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE
DISTANCE.
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY
INTO CONCRETE/MASONRY, USE ONE (1) 3/16 INCH ITW TAPCON OF SUFFICIENT LENGTH TO
ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE N8 PAN HEAD WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
11.14AIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE N8 HWH GRADE 5 SELF -DRILLING OR
SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION
BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
13.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
14.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO
MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
15.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
16.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
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 THICKNESS OF 48 MILS (18
GAUGE).
E. ALUMINUM- MINIMUM WALL THICKNESS OF y",6063 -TS ALLOY OR BETTER.
9 QZ 91, iv
ANDERSEN CORPORATION, INC
RENEWAL SERIES GLIDER WINDOW
NON -IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 5TH EDITION (2014)
FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT
HAS BEEN EVALUATED TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE
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 SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: FIBREX® AND PVC.
7. SEE SHEET 9 FOR GLAZING DETAILS.
8. DESIGNATIONS "X"AND "O" STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
O: FIXED PANEL
WINDOW/•DOOR/
100 FOURTH AVE NORTH
BAYPORT. AN 55003-IN6
PH:(65)264-5150 FX:(651)264-5465
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V
A W 009 5
Reason: I am approving this document SHEET:
Date: 2015.12.1819:58:55-05'00' 1 1 OF 9
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I - GENERAL 6 INSTALLATION NOTES
2 - ELEVATIONS
3 - ELEVATIONS (2)
4 - XO AND XX ANCHOR LAYOUTS
5 - XOX ANCHOR LAYOUTS
6 - THROUGH FRAME INSTALLATION DETAILS
7 - NAIL FIN INSTALLATION DETAILS
8 - CLIP INSTALLATION DETAILS
9
INTERMEDIATE MEMBERS, REINFORCEMENT
REQUIREMENTS AND GLAZING DETAIL
WINDOW/•DOOR/
100 FOURTH AVE NORTH
BAYPORT. AN 55003-IN6
PH:(65)264-5150 FX:(651)264-5465
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Digitally signed by Hermes F Norero, P.E.
V
A W 009 5
Reason: I am approving this document SHEET:
Date: 2015.12.1819:58:55-05'00' 1 1 OF 9
DESIGN PRESSURE RATING
SIZE CONFIGURATION DE5I6N PRE55URE SASH WIDTH RATIO
72" X 80" XO 40.0 / -40.0 PSF 1:1
96" X 54" XO 40,0 / -40.0 P5F 1:1
96" X 72" XO 40.0 / -40.0 PSF 1:1
108" X 54" XO 25.0 / -25.0 P5F 1:2
108" X 72" XO 20.0 / -20.0 PSF 1:2
56" X 80" XO 40.0 / -40.0 PSF 1:2
74" X 54" XO 40.0 / -40.0 PSF 1:2
74" X 72" XO 35.0 / -35.0 PSF 1:2
48" X 48" XX 40.0 / -40.0 PSF 1:1
72" X 80" XX 30.0 / -30,0 PSF 1:1
96" X54" XX 35.0 / -35.0 PSF 1:1
96" X 60" XX 35.0 / -35.0 PSF 1:1
96" X 72" XX 20.0 / -20.0 PSF I:1
144" X 54" XOX 30.0 / -30.0 PSF 1:1:1
144" X 72" XOX 25.0 / -25.0 P5F 1:1:1
84" X 60" XOX 40.0 / -40.0 PSF 1:1:1
84" X 80" XOX 35.0 / -35.0 PSF 1:1:1
144" X 54" XOX 30.0 / -30.0 PSF 1:2:1
144" X 72" XOX 25.0 / -25.0 PSF 1:2:1
84" X 60" XOX 40.0 / -40.0 PSF 1:2:1
84" X 80" XOX 35.0 / -35.0 PSF 1:21
WINDOW/•DOOR/
100 FOURTH AVE NORTH
BAYPORT. AN 55003-IN6
PH:(65)264-5150 FX:(651)264-5465
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Digitally signed by Hermes F Norero, P.E.
V
A W 009 5
Reason: I am approving this document SHEET:
Date: 2015.12.1819:58:55-05'00' 1 1 OF 9
UNIT MAX UNITMAX.
Andersen.
WIDTH 108"
MAX. D.L.O. MAX. D.L.O.
f 33 5/16" 66 3/8"
w-DDWf •DDORf
A A A
6 7 B 100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
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C C C C C M
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B B B B B B NOTE:.
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LOCATIONS MAY BE USED SUCH THAT
ELEVATION ELEVATION MAX. DLO DIMENSIONS SHOWN
96" X 72" XO UNIT 108" X 72" XO UNIT HEREIN ARE NOT EXCEEDED, UNEQUAL
1:1 SASH RATIO 1:2 SASH RATIO
SASH RATIO NOT AVAILABLE FOR
ACTIVE/ACTIVE(XX)UNITS.
UNIT MAX. O Z
WIDTH 72"
UNIT MAX.
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WIDTH 96"
311516 31 15/16"
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WIDTH 96"
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UNIT MAX.
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UNIT MAX.
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HEIGHT HEIGHT
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UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
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24 5/8" 11 24 5/8" 245/8"
A A• A
6 7 8
ELEVATION
84" X 80" XOX UNIT
1:1:1 SASH RATIO
UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
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CORNER DIST.
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
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MAX. O.C. SPACING INSTALL NOTES 7-9, SHEET 1) AT
SEE SCHEDULE MEETING STILE END LOCATIONS
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RENEWAL SERIES GLIDER ANCHOR SPACING
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FRAME NOTES
INSTALLATION NOTES:
FOR THROUGH FRAME INSTALLATIONS, PRODUCT COMES WITH
PRE -DRILLED INSTALLATION ANCHOR HOLES, USE ALL
PRE -DRILLED HOLES WHEN INSTALLING. IF AFTER PLACING
ANCHORS THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM
SPACING REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET,
ADD ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME
TO MEET SPACING REQUIREMENTS.
FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP
SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE.
FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM
TABLE ABOVE.
REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
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INSTALLATION NOTES:
FOR THROUGH FRAME INSTALLATIONS, PRODUCT COMES WITH
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PRE -DRILLED HOLES WHEN INSTALLING. IF AFTER PLACING
ANCHORS THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM
SPACING REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET,
ADD ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME
TO MEET SPACING REQUIREMENTS.
FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP
SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE.
FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM
TABLE ABOVE.
REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
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3 THREAD PENETRATION
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V HEAD - 2X WOOD BUCK
INSTALLATION CLIP
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
BY OTHERS
ONE (1) #8 SCREW, PER CLIP,—r
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH—/
BY OTHERS
1X WOOD BUCK-
OPTIONAL)BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 6 1X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS
SEE GLAZING DETAIL
CONTINUOUS Y2" BEAD OF
SILICONE ALONG ENTIRE SILL
1/4" MAX.
SHIM SPACE
1 1/4" MIN.
T EMBEDMENT
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 3/6" ITW TAPCON ANCHORS, WITH
ONE ANCHOR PLACED IN ROW NUMBER ONE AND ONE ANCHOR PLACED
IN ROW NUMBER TWO OF PREbRILLED HOLES SHOWN BELOW.
ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP.
DO NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE.
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6.500"
1.500" 12 IP
O o 0-7---
0.625"
1 Z 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
2" MIN. EDGE
DISTANCE
TWO (2) 3/16" ITW TAPCON INTERIOR
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME y
J SEE GLAZING DETAIL
CONCRETE/MASONRY~
a
BY OTHERS
PERIMETER SEALANT
EXTERIOR
BY OTHERS
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW y
WIDTH
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
OHORIZONTAL SECTION
8 )AMB - CONCRETE/MASONRY
INSTALLATION CLIP
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IM FOURTH AVE NORTH
BAYPORT, MN 550034096
PH'(651)264-51M F%:(651)264-5485
2" MIN. EDGE
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DISTANCE
g VERTICAL SECTION
8 SILL - 1X WOOD ON CONCRETE/MASONRY
M S
INSTALLATION CLIP
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 3/6" ITW TAPCON ANCHORS, WITH
ONE ANCHOR PLACED IN ROW NUMBER ONE AND ONE ANCHOR PLACED
IN ROW NUMBER TWO OF PREbRILLED HOLES SHOWN BELOW.
ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP.
DO NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE.
f
6.500"
1.500" 12 IP
O o 0-7---
0.625"
1 Z 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
2" MIN. EDGE
DISTANCE
TWO (2) 3/16" ITW TAPCON INTERIOR
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME y
J SEE GLAZING DETAIL
CONCRETE/MASONRY~
a
BY OTHERS
PERIMETER SEALANT
EXTERIOR
BY OTHERS
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW y
WIDTH
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
OHORIZONTAL SECTION
8 )AMB - CONCRETE/MASONRY
INSTALLATION CLIP
wlwoowa •oop Rs
IM FOURTH AVE NORTH
BAYPORT, MN 550034096
PH'(651)264-51M F%:(651)264-5485
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DWG #:
AW0095
SHEET: 8 OF 9
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SHEET: 8 OF 9
SEE GLAZING DET
SEE GLAZING
INTERIOR
EXTERIOR "
A HORIZONTAL SECTION
9 ACTIVE/PASSIVE MEETING STILE
INTERIOR
EXTERIOR
g HORIZONTAL SECTION
v ACTIVE/STATIONARY MEETING STILE
3/4" O.A. IN5ULATED
GLASSFFEXTERIORINTERIOR
GLAZING DETAIL / \
SILICONE
BACK BEDDING
112" GLASS
BITE
GLAZING DETAIL
NOTE:
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E1300-04
GLASS CHART REQUIREMENTS.
IfhI1I 1
0.462"
GLAZING DETAIL
I
1.350"
1.175' -j } 1.294"
ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING
REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL
SASH REINFORCEMENT REQUIREMENTS
SIZE REINFORCING
Z S S
REQUIRES STEEL REINFORCEMENT IN
UNIT HEIGHT > 54" ACTIVE AND PASSIVE OR STATIONARY
SASH MEETING STILES
UNIT HEIGHT 4 54" NOT REQUIRED
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100 FOURTH AVE NORTH
BAYPORT'MN 55003-1096
PH: (651)264.5150 M(651)264-5485
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REQUIRED INSPECTION SEQUENCE
BP# 1C.. 2 25`?' Address: 25;-4( 7A-v4.X TO
BUILDING PERMIT
Min Max Ins ection 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)
REVISED: June 2014
ELECTRICAL iPE'RM$IT ° 3
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final