HomeMy WebLinkAbout119 W 23 StJob Address:
Parcel ID:
Type of Work:
Description of Work:
Plan Review Contact Pers n::I I Y X
Phone: Qb , ,5%/6 2_)
Fax:
C IV D
8EP 19 2016
a
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
ApplicationNo: 1('—Pstv Documented
Construction Value: $ O_ _
n n _ Property
Owner Information Historic
District: Yes No Residential [
Commercial Chan2e
of_Use Move NamedAr)
J alhl!_± Phone: "1.cq q(o_ 90ZCp Street: Resident
of property? : City, State
Zip: H T. "1 NameWlK,W(
M I Street: City,
State
Zip: Name: Street:
City,
St,
Zip: Bonding Company:
Address: Fax:
State
License
No.:(h05710 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 thisjurisdiction. 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: 51 Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application N\ P.
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.
of
2
STATE OF FJORIW
Comm# FF901799
Expires 7/21/2019
13110
Date
J Q
Date
1
STATE OF gLORIDA
Comm# FF901799
Expires 7/21/2019
Date
d n —
Owner/Agent Personally toA4e or Contractor/Agent is Y=.Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical n Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
J 2k
ENGINEERING:
COMMENTS:
BUILDING: Se q-?J-1L
Revised: June 30, 2015 Permit Application
hftp://parceidetail.scpafl.org/Parcel Detai I lnfo.aspx?Pl D =36193053300000030
14
4p i
112
a'A5
Renewal Itemized Order Receipt
byAndersen. dba: Renewal by Andersen of Central Florida irf`
t'X Legal Name: Universal Roofing Group Inc. -_b VVV
CGC1523333WINDOWRE5606CarderRd. I Orlando, FL 32810
Phone: 4078034722 1 Fax: I jim@rbafla.com
101 Front 31 W
61 H
V, 1
102 Front 31 W
61 H
dL
S
g,x %pC
G
L
103 Front 31 W
61 H
19-1 G 15
Jennifer and Daniel Burt
119 W 23rd Street
Sanford, FL 32771
H: (407)463-8626
C: (407)467-9724
Window: Casement - Single, Casement, Left, Base Frame,
EXTERIOR White, INTERIOR White, Glass: Sash All: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: TruScesl Ith Interior Color Match, Grille Style:
Simulated Divided Light (FDL w/o spacer), Wide B Grille 7k
Pattern: Sash All: Farmhouse, Misc: Waterproofing, Flush
mount stucco, Make grills match origina
Window: Casement - Single, Casement, Left, Base Frame,
EXTERIOR White, INTERIOR White, Glass: Sash All: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: TruSc r1e with Interior Color Match, Grille Style:
Simulated Divided Light (FDL w/o spacer), Wide Bar, Grille
Pattern: Sash All: Farmhouse, Misc: Waterproofing, Flush
mount stucco, Make grills match origina
Window: Casement - Single, Casement, Left, Base Frame,
EXTERIOR White, INTERIOR White, Glass: Sash All: High
J
Performance SmartSun Glass, No Pattern, Hardware: White,
Q Screen: Tru5ce.m/e with Interior Color Match, Grille Style:
Simulated Divided Light (FDL w/o spacer), Wide Bar, Grille
Pattern: Sash All: Farmhouse, Misc: Waterproofing, Flush
mount stucco, Make grills match origina
11 w tk'N6"s' er-t' 40
F cary-s
08/03/1 6
bv- li-CV—Y-'v6 U VA 6-tel)
6.e-, ir,scr%ecd m fo Iola w i r-, &o ik)
Page 4 / 23
Renewal Itemized Order Receipt
byAndersen.
dba: Renewal by Andersen of Central Florida Jennifer and Daniel Burt
Legal Name: Universal Roofing Group Inc. 119 W 23rd Street
eo1 CGC1523333 Sanford, FL 32771
1ND0W RE L1eEMENT 5606 Carder Rd. I Orlando, FL 32810 H: (407)463-8626
Phone: 4078034722 1 Fax: I jim®rbafla.com C: (407)467-9724
O#s ROAM y SIZE ii QETAIlS
104 Front 31 W Window: Casement - Single, Casement, Right, Base Frame,
61 H EXTERIOR White, INTERIOR White, Glass: Sash All: High
t
Performance SmartSun Glass, No Pattern, Hardware: White,
g
Screen: TruS with Interior Color Match, Grille Style:
Simulated Divided Light (FDL w/o spacer), Wide Bar, Grille
L 1 Pattern: Sash All: Farmhouse, Misc: Waterproofing, Flush
mount stucco, Make grills match origina
105 Front 31 W
61 H
a2 i f
106 Dining 31 W
61 H
Window: Casement - Single, Casement, Left, Base Frame,
EXTERIOR White, INTERIOR White, Glass: Sash All: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: TruSce/with Interior Color Match, Grille Style:
Simulated Divided Light (FDL w/o spacer), Wide Bar, Grille
Pattern: Sash All: Farmhouse, Misc: Waterproofing, Flush
mount stucco, Make grills match origina
Window: Double -Hung, Equal, Full -Frame, Traditional
Checkrail, EXTERIOR White, INTERIOR White, Glass: Sash All:
j High Performance SmartSun Glass, No Pattern, Hardware:
p
White, Screen: Tru/ene with Exterior Color Match, Full
Screen, Grille Style: Simulated Divided Light (FDL w/o spacer),
Wide Bar, Grille Pattern: Sash 1: No Grilles, Sash 2: Colonial
ry 3w x 1h, Misc: Waterproofing, Flush mount stucco, Make grills
match origina
08/03/16 Page 5 / 23
Fu K» | ~m' Itemized ^^~~^K°~ byAndersen
ab^ Renewal 4'Andersen mrCentral Florida Jennifer and Daniel Burt A
Legal Name: Universal Roofing Group Inc. nvvz3rdStreet RARE
CGC1523333 Sanford, oon U.! soosc^
e,xo /o,/onuo' FL 32810 x: wnrwaa-ooza 800/10/
1. 10IN
M111141111111111 107 Dining
31 VV Window: Double -Hung, Equal, Full -Frame, Traditional J~ 61
H [
heckmi|' EXTERIOR VVhde' INTERIOR White, Glass: Sash All: Hig Performance
5maSun Glass, No Pattern, Hardware: White, Screen:
TruScer 4th Exterior Color Match. Full Screen, Grille
Style: Simulated Divided Light (FDL vv/o spacer). Wide Bar,
Grille Pattern: Sash l: No Grilles, SashZ: Colonial 3v,x)
h'xxiscWaterproofing, Flush mount stucco, Make grills match origina 108
Living room
29VV Window: Double -Hung, Equal, Full -Frame, Traditional 61 H [heckmi|'
EXTERIOR VVhhe' INTERIOR White, Glass: Sash All: High Performance Hardware:
ce ma unGNon' White,White,9cre
9:TiuSceneu h Exterior Color K atch'FuU v ' Screen, Grille
Style:
Simulated Divided Light (FDLvvlu spacer)' Wide Bar, Grille
Pattern: Sash 1: No Grilles, Sash2: Colonial 3vvx 1h' K8isc
Waterproofing, Flush mount stucco, Make grills p.Jm* mathohgina
109 Living
room
29VV Window: Double -Hung' Equa|, Full -Frame, Traditional 61 H [heckrai|'
EXTERIOR White, INTERIOR White, Glass -Sash All:r~ HighPedo oe
maSonG|ass,NoPatten'Har6xxans y— l White,
5c'n'
Tiu cen'/ith Exterior Color Match, Full w| ^^J ' '~ ' ' Screen, Grille Style:
Simulated Divided Light (FDLvvlospaoe/)' Wide Bar, Grille
Pattern: Sad` 1: No Grilles, SashZ: Colonial 3wx 1h' &8bc
Waterproofing, Flush mount stucco, Make grills match ohgina WINDOVVS:
g PATIO
DOORS: o SPECIALTY. 0 KNSC: 0 TOTAL $11,576 UPDATED;DQ/O3/
16 Renewal 6yAndersen xcommitted
toour ootoma/uafety6y complying with the rules and
lead -safe work practices spaified6ythe EPA. 08/03/16 Page o/z3
Renewal Agreement Document and Payment Terms
byMdersen. dba: Renewal b Andersen of Central FloridaY Jennifer and Daniel Burt
Legal Name: Universal Roofing Group Inc. 119 W 23rd Street
s CGC1523333 Sanford, FL 32771
WINDOW RE LACENIENr 5606 Carder Rd. I Orlando, FL 32810 H: (407)463-8626
Phone: 4078034722 1 Fax: I jim®rbafla.com C (407)467-9724
Customer(s) Name: Jennifer Burt and Daniel Burt Contract Date: 08/03/16
Customer(s) Street Address: 119 W 23rd Street, Sanford, FL 32771
Primary Telephone Number: (407)463-8626 Secondary Telephone Number: (407)467-9724
Primary Email: eurlysue8@hotmaii.eom 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, EPA Lead -Safe Guide, Terms and Conditions of Sale, Sales Cost Savings
Program (SCSP), Lead -Safe Form, What to Expect, Release Agreement, 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: $11,576 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: $1,500
Balance Due: $10,076 Estimated Start: Estimated Completion:
Amount Financed: $10,076
6-8 week 2 days
Method of Payment: Financing We schedule installations based on the date of the signed contract and secondarily on
Notes: the date in which we complete the technical measurements. The installation date that
we are providing at this time is only an estimate. We will communicate an official date
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) 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 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 08/08/2016 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. Custorner(s)
dba: Renew by Anderse al Florida
Signature of Sales Person Signature Signature
Dan Grundorf Jennifer Burt Daniel Burt
Print Name of Sales Person Print Name Print Name
08/03/16 Page 2 / 23
THIS IP AR Name:
I yl= i`,
JL Address: - (;
NOTICE
OF COMMENCEMENT Permit
Number: Parcel
ID Number: 1=,
1....
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 9t the property and street address if available) 2.
GENERAL DESCRI 3.
OWNER INFORMA Name
and address: 9
LESSEE
INFORMATION Interest
in property: L
g
Fee
Simple Title Holder (if other than owner listed above) Name: EE
CONTRACTED FOR THE IMPROVEMENT: 5.
SURETY (If applicable, a copy of the payment bond is attached): Name: Address:
Amount of Bond: 6.
LENDER: Name: Phone Number: Address:
7.
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes. Name:
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 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. Officer/
Director/Partner/Managery-V
V V - z
J
7•.,•.,; ?
CLERKOFTNr :
IP,C:WT Cr3t!RT Print
Name and Provide Signatory's Title/Office) day
of Who
is personally known to me OR GLER49
POWER OF ATTORNEY
I hereby name and appoint Joan Mellick
Of Universal Roofing Group, Inc. to be my lawful attorney in fact
To act for me and apply to the
Building Department for a Building permit for work to
Be performed at a location described as:
Section: 21c, Township: 4 P__ Range: -30 Lot: 6, 3 Block: OnO - 60-3 0
Subdivision:
Address of job) 7
Ian( Y L)
Owner of property and address)
And to sign my name and do all things necessary to this appointment.
J
ertified Contractor)
The foregoing insLdment was acknowledged before me this
r-
1(
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Oran
Notary)
My Commission expires: Sl/ O
Commission#: —P W W-
p/ „
Kepi Leigh OmIc"a
NOTARY PUBLIC
STATE OF FLORIDA
Carom# FF226786
Expires 5/4/2U19
RECORD COPY
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
o1LDI/VG,
a CRkf:"tom•
1 6 - 2 5 6 7
5131/2016, Florida Building Code Online:
r
Horida DepaRillenta Bris Home I Log w I W,r Registration I Hot Topics I Submit 54ich.ep I StatsC&,Facts
Busines
PrOfeCCI I*USER:
Product Approval
1 JJ Public User
Regulation
P66duet Aopioval Menu ->,Product or.ADolicaiion-Search >-Applicat!on List > App6eation:15etail
FIL FL19564-RO',
Application Type New
Code Version 2014
Application Status. Approved.
Comments
Archived IJ
Product Manufacturer
Address/Phone/Erna i I
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
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
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
e '
1
9
0RPP, MDHE ADpNi D@Pp',' DE1Pq pn'Ig1UN5 CUHTACryD6PR
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55603,
651)'264-5308
a Ian. barstad@AndersenCorp.torn
Alan Barstad
alan,.bi rstad@AndersenCorp,com
Windows
Double Hung
Evaluation Report from a Florida Regis tered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy'Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association
12/31/20r19
Locke Bowden
f Validation .Checklist - Hardcopy Received
FL19564 RO COL COI Andersen SS 2015-08-31 odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA .101/I.S.2/A440
Year
2005
2008
file:!//GaUsers/thalia/Documents/Product%20Approvals/Renewal%20by%20Anderson%20Double%°2OHung%2OProduct%o20Approval.html 1!2
INSTALLATION NOTES:
RENEWAL SERIES DOUBLE HUNG WINDOWS
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 REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 INCH OFTHE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E.,, WITHOUT CONSIDERA77ON 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) #8 PAN HEAD WOOD SCREWS
PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE .1 1121NCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL'MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
6. INSTALLATION CUP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADES
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 #10 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
B. THROUGH FRAME:;FOR INSTALLATION. INTO METAL SUBSTRATES USE #10 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. ., . .
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY; OR DIRECTLY
INTO CONCRETE/MASONRY, USE ONE (1)3116 INCH ITW TAPCON OF SUFFICIENT LENGTH.TO ,.
ACHIEVE.1.1/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
20.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE #8 PAN HEAD WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1312 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND. SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE #8 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 STUCCOS 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 USEDIN 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.
S. 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%", 6063-TS.ALLOY OR. BETTER.
FULL FRAME NON -IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH'EDITION (2014)
FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT
HAS BEEN EVALUATED TO THE FOLLOWING::
AAMA/WDMA/CSA 101/I.S.2/A440-05/08
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 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 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 IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: FIBREXO AND PVC
7. SEE SHEET 3 FOR GLAZING DETAILS.
8. DESIGNATIONS "X" AND "O"STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 GENERALGINSTALLATION NOTES
2 ELEVATIONS d ANCHOR LAYOUTS
3 THROUGH FRAME INSTALLATION DETAILS d GLAZING DETAIL
4 NAIL FIN INSTALLATION DETAILS 6 REINFORCEMENT REQ'S
5 CLIP INSTALLATION DETAILS
DESIGN PRE55URE RATING
SIZE DE5IGN PRESSURE
54"- X 72" 20.0 /'-20.0 PSF
45" X 77" 35.0 / -35.0 PSF
48" X 96" 20.0 / -20.0 PSF
Digitally signed by Hermes F Norero, P.E.
Reason: I am approving this document
Date: 2015.12.1820:00.09-05'00'
wlRoows"000Rs
B6YPOIT, MN 5500310%
PH: (651) 264-5150 FX: (651) 264-5485
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SHEET: 1 OF 5
UNIT MAX. _
WIDTH 54"
MAX. D.L.O.
48"
A A A
MAX.
C ..
D.L.O.
31-1/4" D D 0
UNIT 3 q
MAX.
HEIGHT
72"
MAX.
D.L.O.
31-1/4"
I ffil
ELEVATION
54" x 72"
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
UNIT MAX.
WIDTH 48"
MAX. D.L.O.
42"
A A A
3 4 5
MdX.
D„X
43
UNIT
MAX.3 4 5
HEIGHT
96"
M
D.X
43
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 SERI ES DOUBLE HUNG - FULL FRAME
ANCHOR SPACING
INSTALLATION FROM MAX. O.C. MAX. O.C. MAX. O.C.
METHOD
CORNERS HEAD SILL JAMBS
IN) IN) IN) IN)
NAILFIN 3.5 3.5 3.5 3.5
INSTALLATION
5 N/A N/A 16
CLIP
THROUGH
5 N/A N/A 13.5
FRAME
NOTES: 1) HEAD AND SILL ANCHORS ARE NOT REQUIRED FOR
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.
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CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
HEIGGHT
1
CONCRETE/MASONRY
BY OTHERS
1/4" MAX.
SHIM SPACE
0
I
EXTERIOR INTERIOR
SEE GLAZING DETAIL
VERTICAL SECTION
3 HEAD - 2X WOOD BUCK
THROUGH FRAME
SEE GLAZING DETAIL
EXTERIOR INTERIOR
1
p VERTICAL SECTION
3 CHECK RAIL
EXTERIOR
SEE GLAZING DETAIL
INTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT 1/4" MAX.
BY OTHERS SHIM SPACE
EXTERIOR FINISH ITBYOTHERS
IX WOOD BUCK a
OPTIONAL) BY OTHERS PRECAST SILL
CAULK BETWEEN " OR CONCRETE BY OTHERS
CONCRETE/MASONRY & IX
WOOD BUCK BY OTHERS VERTICAL SECTION
3' SILL 11X--WOOD ON CONCRETE/MASONRY
THROUGH FRAME
I F
11/11" O.A. INSULATED
GLA55
EXTERIOR INTERIOR
SILICONE
BACK BEDDINGIleI A55
1
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 I5 TO BE INSTALLED THROUGH EITHER OF
THE TWO TRACKSAT EACH ANCHOR LOCATION SPECIFIED,.
3
THREAD PENETRATION BEYOND
METAL FRAME INTERIOR
1/4" MAX.. r
3/
4" MIN. EDGE SHIM
SPACE. y DISTANCE SEE
GLAZING DETAIL ONE (
1) #10 GRADE 5 SELF -DRILLING INSTALLATION
ANCHOR, SEE. NOTES ABOVE
METAL
SUBSTRATE BY OTHERS EXTERIOR. (
SEE INSTALLATION NOTE #14,5HEET 11 SHEATING
BY OTHERS EXTERIOR
FINISH BY OTHERS O.
A. WINDOW PERIMETER SEALANT BY WIDTH
OTHERS C
HORIZONTAL SECTION 3
JAMB - METAL FRAME SUBSTRATE THROUGH
FRAME INNU
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SHEATHING d METALS
STUD BY OTHERS
CAULK BETWEEN
FIN A METAL STRUCTURE
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
HEIGHT
3 THEADSPENETRA71ON
BEYOND METAL FRAME.
3/4".MIN. EDGE
DISTANCE #8 HWH GRADE 5 SELF -DRILLING
INSTALLATION ANCHORS
1/4" MAX.
SHIM SPACE
SEE GLAZING DETAIL
1 EXTERIOR INTERIOR
q VERTICAL SECTION
4 -HEAD- METAL FRAME SUBSTRATE'
NAIL FIN .. ., .,
NAIL FIN/FLANGE I5
REVERSIBLE, SEE
ORIENTATION DIFFERENCE
IN DETAIL A AND B
SEE GLAZING DETAIL
EXTERIOR
I
INTERIOR
p VERTICAL SECTION
4 CHECK RAIL
SEE GLAZING DETAIL
1 EXTERIOR INTERIOR
O.A. WINDOW 1/4" MAX.
HEIGHT SHIM SPACE
PERIMETER SEALANT fBYOTHERSI 3/4" MIN. EDGE
DISTANCE
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN FIN
h 2X WOOD BUCK
2X WOOD BUCK BY OTHERS 8 PAN HEAD WOOD SCREW
CAULK BETWEEN INSTALLATION ANCHOR
CONCRETE/MASONRY 3 2X 1 112" MIN.
WOOD BUCK BY OTHERS EMBEDMENT
CONCRETE/MASONRY
BY OTHERS g VERTICAL SECTION
4 SILL-: 2X WOOD BUCK:
NAIL FIN
0,844"
1.062"
TALL BOTTOM RAIL WOOD (LVL)
REINFORCEMENTDETAIL 0.
223' 0.
793" RAIL
AND STILE ALUMINUM REINFORCEMENT
DETAIL SASH
REINFORCEMENT REQUIREMENTS REINFORCING
LOCATION
REQUIRED SIZE REINFORCING UPPER
SASH 8345"
SASHHEIGHT37. REQUIRES ALUMINUM REINFORCEMENT STILES INSERTED
INTO STILE SASH WIDTH>
43.125" UPPER SASH
OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH
WIDTH -36.125" AND INSERTED INTO. RAIL SASH HEIGHT>
37.8345" LOWER SASH
SASHHEIGHT> 38.
9645" REQUIRES ALUMINUM REINFORCEMENT STILES INSERTED
INTO STILE SASH WIDTH>
43,225" LOWER SASH
OR. REQUIRES ALUMINUMREINFORCEMENT RAILS SASH WIDTH >-
36.125" AND INSERTED INTO RAIL SASH HEIGHT> 38.
9645" SASH WIDTH > 43.
125" LOWER SASH OR
REQUIRES WOOD (LVL) REINFORCEMENT TALL BOTTOM RAIL
SASH WIDTH 2 36.125".AND. INSERTED INTO RAIL 5A5H HEIGHT> 38.
9645" 3/4"MIN.
EDGE 1/4" MAX.
DISTANCE INTERIOR SHIM
SPACE
WOOD STRUCTURE BY OTHERS B PAN HEAD
WOOD SCREW s INSTALLATION ANCHOR
1
112" MIN.
a EMBEDMENT SEE
GLAZING DETAIL
EXTERIOR CAULK
BETWEEN
FIN
6 2X
WOOD BUCK EXTERIOR FINISH BY
OTHERS O.A. WINDOW
PERIMETER.SEALANT BY WIDTH OTHERS, HORIZONTAL
SECTION 4
JAMB - WOOD
BUCK NAIL FIN Anderse
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5
CAULK BETWEEN
CONCRETE/MASONRY CONCRETE/MASONRY & 2X
BY OTHERS WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT 1/4" MAX.
BY OTHERS SHIM SPACE
O.A. WINDOW
HEIGHT rEEEXTERIOR INTERIOR
GLAZING DETAIL
q VERTICAL SECTION
S HEAD-2X WOOD BUCK
INSTALLATION CLIP
SEE GLAZING DETAIL
EXTERIOR INTERIOR
VERTICAL SECTION
5 CHECK RAIL
SEE GLAZING DETAIL
EXTERIOR ` INTERIOR
O.A. WINDOW
HEIGHT
114"
PERIMETER SEALANT SHI
MAX.
SHIM SPACE
BY OTHERS
EXTERIOR FINISH BY OTHERS
1X WOOD BUCK
OPTIONAL)BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 61X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS
1, •
A
g VERTICAL SECTION
5 SILL -1X WOODON CONCRETE/MASONRY 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 5MS ANCHORS PER CLIP, IN ROW
NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. CONCRETE/
MASONRY: USE TWO %a' ITW TAPCON ANCHORS, WITH ONE
ANCHOR PLACED IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN
ROW NUMBER TWO OF PREDRILLED HOLE5 SHOWN BELOW. ANCHORS
MUST BE PLACED DIAGONALLY ACROSS THE CLIP. 6.
500" 1.
500" - O
o O 6625"
O
O O 1287"
1 2 3 INSTALLATION
CLIP DETAIL 1
1/4" MIN. EMBEDMENT
1/4" MAX. SHIM
SPACE I
2"
MIN. EDGE < DISTANCE
INTERIOR
TWO (
2) 3/16"'ITW TAPCON INSTALLATION
ANCHORS a
ONE (
1) #8 SCREW, PER CLIP, FROM
CLIP TO WINDOW FRAME y 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
CLIP Iwlxoows•
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FOURTH AVE NORTH BAYPORT.
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REQUIRED INSPECTION SEQUENCE
BP# { - Z, ip'% Address:
Eu,7E TRIIC-A( IPERmBUILDING .PERMIT
Min Max Inspection Description
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)
Min I Max
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
I3r C J,Q v.Aa. ,a. . .:%:i
Min Max Ins ectioDescription Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final Min
Max Ins action Description Mechanical
Rough Mechanical
Final Minn
Max Inns ectnon Description Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014