HomeMy WebLinkAbout100 Sand Pine Cir 17-1502; WINDOWS4 MAY 232017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ ' fQp.Sp\
Job Address: W-,)Q 'tA `- >u C\V- Historic District: Yes No
Parcel ID: Q2- - OCT-1 O Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: Title:--n (I_
Phone A0--,'/-M \ - Fax: Email:
j- 155p. Imo.,£ CC t,vA C ii 1 1L • GO t`1
Property Owner Information
Name ? PhoneAO-7-- O2i 1 Street:
LCC) 'SvG N_'s C11Z Resident of property? : A F_'S City,
State Zip:'E: 1 V; M ., t=L Contractor
Information Name
L C 400 Phone: - $p$S- Street?(
e
760X
Fax: City,
State Zip: L,tJLb =L ?,2SS-7 State License No.:([-,c_ 1SO '-S4j--7 Architect/
Engineer Information Name:
114 Phone: Street:
City,
St, Zip: Fax:
E-
mail: Bonding
Company: V-l A- Mortgage Lender: Address:
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. 1 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. h 0
011,
FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
tl' . ,- %k
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 constructi and zoning.
5 - Z— t
Signature of Owner/Agent Date Signature of Con r c or ent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Print Contractor/Agent's Name
Gk. A i'/y 1. 1 . A COb4AnrS
P2Signatureofary- ate of Flori a \\pVembP o ; 2r
n. = NX:
Contractor/Agent is PersonallygTF
Produced ID Type of ID fy i INlf14N
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: . Z- - 17
Revised: June 30, 2015 Permit Application
not'ire roluMod;once the Installation Services are performed, i -- n WtiS 4t t 3 tC K {;'?„
NOTICE TO CUSTOMER:. Federal law requires Lowe'a to provida you with the
pamphlet Rimovata Rlybt. By aion this Contract, Custgmar,goknowtedges tlhavingreceivedacopyofthisptuttletbeforeworkbeganinformingCustomerCOniradTOtal
of the potential risk of the lead hazard exposure from renovation activity to be '8ppiicable Wes includ I
performed In Customer's dwelling unit
O rotted wood is discovered during Instaliatibn additional charges a Yau: w i be give to ngo ordermustbecomgietedandsitrodbytheCustomerforanyadditionalcharges. Customer must Initial: ---
Any work w n,atenel rwts{aecffa is not lkkWed in fts contracL Any dwv— or ads ea6r,s wi31 tie t s arsei`:charRe for. tip malsrW end labor.
NnTICF TA nNNFR _ Et'MRAiNt'. Tn Ft ClQil" A1q t'AW4ZT0iif mnm i W I AW tcorTinut 74a nn474,i 17 r<i noinA A
Work
is to txtmme,r ron =abla availability of Contractor artd/or any special order gr cpstomer nate Good(s) which Is -anticipated to be lift
in d j. Estimated complat on data is .....................V—Eib O V:P (fIU In datej. Said
edmatodsubstAnfial completion, dat®N not.of the n A statement of any contirgerkiea that would mated yr change said estimated substantial convietbn
date is as fogows. d
apptrcabie, insert a statement of such cwbngen6es).. This
Contract prbvidee that all cialme°.by Customer or Lowe's will tie resolved by BINDING ARSITRATION, 'Custgmer and Lowe's GIVE UP THE RIGHT` TO
GO TO COURT to odoreo this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lows's and Customer's rights will be, detarminad
by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lovre's.and Customer are entitled to -a FAIR HEARING —But the arbitration procedures
are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURjL Arbitrator decision,% are as enforceable as any court ceder and are
sul> d to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the section tided ARSIFRRTION AGREEMENT, WAIVER OF JURY TRIAL
AND WAIVER OF CLASS ACTION ADJUDICATION touad:tn"ihe Tents "and Conditions of this Contract. DO
NOT SIGN THIS CONTRACT UNTIL COMPLETE'AND YOU 14AVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES
OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU MAVE READ, UNDERSTAND AND
AGREE TO THE TERMS AND CONDITIONS SET, FORTH ON, kLL PAGES OF THIS CONTRACT, YOU ARE.ENTITLED TO A COPY
OF THIS CONTRACT AT THE TIME OF SIGNAIIJRE. WITNESS
OUR HAND(S) AND SEAL(S) BELLOW THIS, r2 r Y; DAY OF.. Lowe'
S Home Centers, LLC Owmeer _ ..
Lowe'
s AwWoonzed Representative ra owner or 1fYRness Customer
acknowledges recalpt of a bus copy of this contract which was aomplotaiy Atlod In prior to Custorrrar's execution hawot. You, the buyer, ma cancel
this lrarreacR$dri at airy urns prior ta,mldnight of the tfilyd business day attar the daft of this, transaction. Seethe attached notice of cancellation
SEA4INOLE COUNTY MULT/%URISDICTIONAL
a .', • .. w
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 5 - \ 2 1-1
I hereby name and appoint: tArk— SE.9 QQ . a Y=L1tJF
an agent of: Lr- >XA),=j 4C2Mp l.ytJT S
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 1 t`17E t tTF
License Holder Name:
State License Number
Signature of License F
STATE OF FLORIDA
COUNTY OF SbAlMOLE
The foregoing instrument was acknowledged before me this 12 day of MftH
20 ti , by PG- 5-t2 CAp who is P'personally known to me or
who has produced
and who did (did not) take an oath.
Lwfx-
Signature of Notary
ANGELA DAVIDSON
Notary Public - State of Florida
Commission #t GG 021708
Eats Aug 15, 2020
iE OF f,• s
Bonded ttuouglt National Notary Assn.
as identification
1 VhAGia 110c Vion Priht
or type Notary name Notary
Public - State of F L Commission
No. GCS 021-709 My
Commission Expires: O$f t5/Za2a
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Mid-Fiorida Builders:Inq.. 4073354487
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Wte': 0/19/2017
Project #:
ClistopwrName:
11sto"Wr phone:
Customer Addm,ss:
LOWE'S HOME. CENTFRS' LW # 1657
3 780 S: ORi'ANDO. DR
SANFORDJ1 32773,5614
U A
1,407) 430-40(iO
507669308 Winds & Dr 05/19/2017
BRIAN BRUNILE-Y
407) -302-01,47,1
100 SAND, PINE ORCLE,
SAWORD, rl 32773
USA
Line Item Product Code
Frame Size Description Unit Price Quantity Total Price
I. of 3 05/19/2017 10:45 AM
Quote http://sstsrv.lo v,Ls,coin.'ni2o_br'mediuniQtiote.jsp'?proiec.tld= 15...
Glass, Strength: Annealed
lnsulated Glass Option. Low-E V
Low B Glass. Stv1c: ,SunDefensc ("I'M).
Gas killed: Argon
High Attitude:.lion-} igh Attitude
Sash Lock: Cam -Action lock
Number Of Locks: I Lock
larnitcd Opening ffardware: No Limited Opening, Hardware
1,fnrdware Finish: White ,
Screen Clplion. Hall' Scrccn
Screen Shipping,C tion: Shipped In Unit
riilc Typc:.;Na Grills
Will This Product 0c, Installed. By Lowes (R).'?! Installed By Lowc s (R)
Manufacturer: Pella (A) 350 Series Windows And Patio 17<Urs
71 112-inWx79IP?-in. n :;..........:.,.
oduct: Doors
rPC: Patio
anufacnucr: Pella (R) 350 Series Windows And Patio Doors
tecgy Star (R) Qualified Producis Only: No - 1 would like, to
uw all avai fable product offering..
iom'l:ocation No 3
oduct Category., Slitting Patio Door
nfigurauoti: 2 Panel
oration P Venting: Vent/Fixed V
pipe: Rectangle .%
ame Type: DoubleWall Flush Range tual'
Franie Depth': 6-in rformance
Options: Standard tual:
Frame Width: 71 1t"2-in foal
I`ramc. Heighi: 7t) 1/2=in . s
Opcning Width: 72=in. s
Opening Height 804 terior
Material Typc. Vinyl itructural
Performance Grade: +/- 50 y` Water:
Performance Grade:.+/- 50 sill
Riser; No Sill. Riser, oam
Insulated: No Foam Insulated, Vctual
Wall Depth:5 1/2-in xtar
nr.0 olor: White aterior
Color: White 1lind4,
B&wecn Glass No'Bhnds'Beisvecii Dias, ihades'
Between The Glass'. No'Shad ;s Between Glass Jhving
Type : Insulated ass
Strt;ngih: `l"empercd sulated
Glass Options; Low R ' f
mEGlassStyle`_ aunDefense (TM) is
Filled: Argon; j' gh
Altitude: Non High Altitude elated
Glass Overall Thickness: Standard Per D"ign acri,
or Hardware: Finish: White - 2,
012.67 1. $2,01 2
or3 0511912017
1-0:45 AM
Quote, ht(p;J'/ sstsrv.Iowts.corn/m2o birrieditimQuote'sp') tojectid=15— J -P
Salespemon! ANTONY PURSAUDS16,57API)
Accepted by:
This Millwork Quote is valid until 5/2512017, -nils is an estin late only. nis estirnme does not in
materials'e6ritained in this estitnate are subject to availabilitYfrOrn the manufacturer or supplier,
6 ?oq - (,xY44")
3. of .3
I'VOJect Total: $2,654,17
ivory ch.arges. De livm, of all
Pacitities', c1linkenslons,
05/10/2017 10:45 AM
Search Criteria Refine Search
Code Version 2014 FL# 16809
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
C"Pa Pr'h Racultc - Annliratinnc
I FL# TvDe Manufacturer Validated By Status
I
FL16809-R3 Revision Pella Corporation Terrence E. Lunn, PE i Approved
i History Category: Windows 561) 625-6455
I Subcategory: Horizontal Slider
Approveo Dy unrrc. Approvals Dy corn snail De rewewea ana rauneo Dy me KUL ano/or cne commission rr necessary.
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
455.275(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:
https://www.floridabuildirx. org/pr/pr_app_I st.aspx im
5/22/2017 Florida Building Code Online
Product Approval
USER: Public User
ri:4aX,r,S A3th
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 14010
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Raarrh Rpcnitc - Annfiratinnc
FL# Type Manufacturer Validated By Status
FL14010-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approved
History C Category: Exterior Doors 561) 625-6455
Subcategory: Sliding Exterior Door Assemblies
Approved by UBPR. Approvals by UBPR shall be reviewed] and ratitlea by the P(JL and/or the commission it necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1a24
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-mailaddress 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 455.
275(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: Ity
m'1 1!0 '5 https:/
twww.floridabuildir)g.org/pr/pr app_Ist.aspx 1/1
Florida Building Code Online Page 1 of 3
BCIS Home Log In User Registration Hot Topics Submit Surcharge ',, Stats & Facts _ Publications FBC Staff i BCIS Site Map Links 1 Search
FIrid
9 Product Approval
i .USER: Public User
Product Approval Menu > Product or Application Search > Aoolication List > Application Detail
FL # FL14010-R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Pella Corporation
102 Main St.
Pella, IA 50219
641)621-6096
pellaproductapproval@pella.com
Joe Hayden Sandi Robinson
pellaproductapproval@pelia.com
Joseph Hayden
102 Main Street
Pella, IA 50219
641) 621-6096
jahayden@pella.com
Andrew Nelson
102 Main St
Pella, IA 50219
641)621-3804
nelsona@pella.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
Window and Door Manufacturers Association
Terrence E. Lunn, PE
Lj Validation Checklist - Hardcopy Received
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
jI affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ;-;Yes t—No ON/A
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 5/24/2017
Florida Building Code Online Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
Method 1 Option A
01/29/2015
01/29/2015
02/02/2015
FL # Model, Number or Name Description
14010.1 350 SERIES VINYL SLIDING DOOR - OXXO (146" X 100")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.37.0
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/16/2018
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.pdf
ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135
FBC 2406. Created by Independent Third Party: Yes
Evaluation Reports
FL14010 R3 AE 1712.1)df
Created by Independent Third Party: Yes
14010.2 350 SERIES VINYL SLIDING DOOR - OXO (146" X 100")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120,00.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/09/2018
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.1)df
ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135
FBC 2406. Created by Independent Third Party: Yes
Evaluation Reports
FL14010 R3 AE 1712.1)df
Created by Independent Third Party: Yes
14010.3 350 SERIES VINYL SLIDING DOOR - OX / XO (95.5" X 100"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.00 with WDMA Letter.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 04/09/2018
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.1)df
ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135
FBC 2406. Created by Independent Third Party: Yes
Evaluation Reports
FL14010 R3 AE 1712.pdf
Created by Independent Third Party: Yes
14010.4 350 SERIES VINYL SLIDING DOOR - O (48" X 100")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.00 with WDMA Letter.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 04/09/2018
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.pdf
ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135
FBC 2406. Created by Independent Third Party: Yes
Evaluation Reports
FL14010 R3 AE 1712.pdf
Created by Independent Third Party: Yes
Back Next
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 455.275(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:
M e6ne k
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtGLR%2byCB... 5/24/2017
GENERAL NOTES:
I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS.
SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL
FINISH OR STUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY
DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
3. THESE NON —IMPACT RATED DOOR SYSTEM INSTALLATIONS ARE IN
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE (FBC).
4. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED
BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING
CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE
WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
5. TO THE BEST OF OUR KNOWLEDGE, THE DOORS SHOWN HEREIN
ARE CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED
CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH
THE FBC AND THE 914-3 FLORIDA BUILDING COMMISSION
SPECIFICATIONS. DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY
ASSURANCE SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE
CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) THEY ARE
INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL
BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER
THAN A LICENSED CONTRACTOR EXPERIENCED WITH DOOR
INSTALLATIONS. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S
CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS
TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING
OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE
INSTALLED DOOR.
B. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER
PROOFING OF THE INSTALLED DOORS IS NOT PART OF THIS
INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF
THE MANUFACTURER &/OR INSTALLER.
146" MAX. FRAME WIDTH
3" 3"
6" MAX.
EQUAL EQUAL EQUAL
SPACING SPACING SPACING
SIMILAR SIMILAR
0 X 0
OPPOSITE
B
v 3
FRAME SCREWS WHERE
SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON THIS SHEET
FOR REQUIREMENTS.
6" MAX.
MAX.
i
18" MAX
D.C.
I
6" MAX.
FRAME SCREWS AT PANEL---/ EXTERIOR ELEVATION:
MID -SPANS ARE NOT REQUIRED "OXO" DOOR SET SILL IN A BED OF
WHEN THE FRAME WIDTH IS SCALE: 1/2" = V-0"
SEALANT PER SECTION
110" OR LESS (TYP. HEAD & A/3 & B/3
SILL)
FRAME ANCHOR REQUIREMENTS TABLE
FRAME SCREWS
OPENING TYPE
SUBSTRATE) 2)FRAME TO OPENING FASTENER TYPE MINIMUMEMBED
MINIMUM
EDGE DIST.
MIN. 2X6 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. C-90 CMU OR 2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW 11
1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S).
2) ALL FRAME SCREWS SHALL BE EITHER PAN HEAD OR HEX HEAD SCREWS.
ALLOWABLE DESIGN PRESSURE
ALL CONDITIONS)
50 PSF
ALTERNATE ANCHOR!SUBSTRATE EVALUATION NOTE:
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR
INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN
THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED
PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE
INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING,
CODE AND APPLICABLE STANDARDS.
48" MAX. FRAME WIDTH
EQUAL
SPACING
SIMILAR
6" MAX.
3 I
fi X.
OPPOSITE
FRAME SCREWS WHERE
SHOWN. SEE "FRAME
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FRAME SCREW
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e PERIMETER OF DOOR FRAME
PER ELEVATION °
CONTINUOUS WOOD MEMBER LESS IN THICKNESS
THAN A 2X_ BUCK TO BE MIN. S 1/2" DEEP
NOT REQUIRED WHEN SHIM SPACE IS WITHIN
ALLOWABLE DIMENSIONS SHOWN IN SECTIONS)
I`: t... ... ......
INSTALLATION NOTE: WHILE NOT
SHOWN, THE DOOR FRAME
EXTRUSIONS CAN BE SUPPLIED
WITH A FLANGE OR NAIL FIN
TYPICALLY USED TO SEAL THE
FRAME PERIMETER TO THE OUTER
EDGE OF THE BUCK. USE OF
THE FLANGE OR NAIL FIN IS
ACCEPTABLE PROVIDING THE .
ANCHOR CONDITIONS SHOWN ARE
UNCHANGED.
1/4" MAX.
FRAME/SILL SHIM OR GROUT
SCREW PER
ELEVATION
SEALANT
OTHERS
EXTERIOR
SECTION B
SEALANT BY SCALE: 1/2 FULL 3
OTHERS
FRAME SCREW PER ELEVATION
FRAME ANCHOR
REQUIREMENTS TABLE"
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
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Florida Building Code Online Page 1 of 4
BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts ',. Publications FBC Staff BCIS Site Map Links ; Search '..
FI d
00' Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail
FL # FL16809-R3
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Pella Corporation
102 Main St.
Pella, IA 50219
641) 621-6096
pellaproductapproval@pella.com
TROY FARR
tbfarr@pella.com
TROY FARR
18600 NE WILKES ROAD
PORTLAND, OR 97230
503) 405-9176
tbfarr@pella.com
Pat Bortscheller
102 Main Street
Pella, IA 50219
641) 621-1000
P]Bortscheller@pelia.com
Windows
Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn, PE
W Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
AAMA/WDMA/CSA 101/I.S.2/A440-11
Method 1 Option A
Year
2008
2011
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdVP... 5/24/2017
Florida Building Code Online Page 2 of 4
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
03/09/2016
03/10/2016
03/17/2016
FL # Model, Number or Name Description
16809.1 250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock
stile reinforcement
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R3 C CAC CCL 411-H-1463.18 .19.1)df
Quality Assurance Contract Expiration Date
05/24/2021
Installation Instructions
FL16809 R3 II Drawing 1869.odf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.odf
Created by Independent Third Party: Yes
16809.2 250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.22 .23.1)df
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 05/24/2021
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.3 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window
with lock stile reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.02 .03.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.4 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.04 .05.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 08/06/2021
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.5 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window
with lock stile reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.08 .09.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdV P... 5/24/2017
Florida Building Code Online Page 3 of 4
16809.6 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.10 .11.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/06/2021
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.odf
Created by Independent Third Party: Yes
16809.7 250 Series Sliding Window 52.25" x 62" vinyl non -impact XO/OX sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.58.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/12/2025
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.1)df
Created by Independent Third Party: Yes
16809.8 250 Series Sliding Window 96" x 62" vinyl non -impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.50.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/19/2025
Design Pressure: +30/-30 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.1)df
Created by Independent Third Party: Yes
16809.9 250 Series Sliding Window 78" x 84.5" overall size vinyl non -impact XO/OX sliding
window with integral transom.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.24 .25.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/29/2021
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.1)df
Created by Independent Third Party: Yes
16809.10 250 Series Sliding Window 120" x 62" vinyl non -impact XOX 1/4 vent sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.34.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/15/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.odf
Created by Independent Third Party: Yes
16809.11 250 Series Sliding Window 120" x 62" vinyl non -impact XOX 1/3 vent sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.38.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/15/2025
Design Pressure: +30/-30 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 5/24/2017
Florida Building Code Online Page 4 of 4
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.Ddf
Created by Independent Third Party: Yes
16809.12 fferies Sliding Window 96" x 72" vinyl non -impact XOX 1/4 vent sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.42.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.13 250 Series Sliding Window 96" x 72" vinyl non -impact XOX 1/3 vent sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.46.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.Ddf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.1df
Created by Independent Third Party: Yes
16809.14 250 Series Sliding Window 73.5" x 72" vinyl non -impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.54.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/19/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.Ddf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R3 AE Drawing 1869.1)df
Created by Independent Third Party: Yes
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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
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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:
M eChsck. ..ea`.
Credit
Safe
S£Wilt ,X ETRICS
http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtmmTS TNdV P... 5 /24/2017
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL
BE BEYOND WALL TINISH OR STUCCO. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE ON THIS SHEET.
PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO
THE STRUCTURE
3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN Al 2"
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3
BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE
TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF
RESISTING CORROSION CAUSED BY THE PRESSURE TREATING
CHEMICALS IN THE WOOD.
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
w w
N = Bl
SHALL MEET REQUIREMENTS OF FLORIDA BUILDING CODE N 40.THE5. OE THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN
HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE W
APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN 3C Z
ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF w 0
BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. LLr
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL 4
BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY G
ASSURANCE SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE Q w
CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT g
IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE
LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY O w
ANYONE OTHER THAN A UCENSED CONTRACTOR D(PERIENCEO WITH w
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES RAVE C_
OCCURRED TO THE PRODUCTSCERTIFICATION ENTITY'S CERTIFICATE THAT
CAUSE THESE INSTALLATIONS TO BE INCORRECT DR FIN
FASTENER WITHIN 2" OF
CORNERS & 4 1/2" CLUSTER
FIN FASTENERS MAX. O.C. WHEN JOB AT
MEETING RAIL ENDS REQUIRED DESIGN SUCH
THAT THERE ARE A PRESSURE IS OVER +/-35 TOTAL
OF 5 POSITIONED I PSF; 9" MAX. O.C. WHEN AS
SHOWN. SEE "FRAME JOB REQUIRED DESIGN ANCHOR
REQUIREMENTS PRESSURE IS +/-35 PSF TABLE"
ON THIS SHEET OR LESS. SEE "FRAME FOR
REQUIREMENTS. ANCHOR REQUIREMENTS j
TABLE"
ON THIS SHEET I
FOR REQUIREMENTS. INCONSISTENT
WITH WHAT HAS BEEN TESTED. 8.
THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING
OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE
INSTALLED PRODUCT. B.
THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER
PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS
INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT
OF THE MANUFACTURER &/OR INSTALLER. FRAME
ANCHOR REQUIREMENTS TABLE OPENING
TYPE FRAME/CLIP/NAIL FIN TO SUBSTRATE)
OPENING FASTENER TYPE 1)
FRAME SCREWS MIN.
2X4 WOOD FRAME OR BUCK N0.
10 SMS OR WOOD SCREW MIN.
GR. 3 & G=0.55) - MIN.
18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW MIN.
1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW MIN.
1/8" THK 6063-175 ALUM. NO- 10 GR. 5 SELF TAP/DRILL SCREW MIN.
C-90 CMU OR 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 41
EXTERIOR ELEVATION: XO
WINDOW SCALE:
3/4" = 1'-0" NAIL
FIN MOUNT CONDITION) AINIMUMI
MINIMUM EMBED
EDGE DIST 1
1/4" I 3/4" 1)
INSTALLATION CLIP SCREWS MIN.
2X4 WOOD FRAME OR BUCK MIN.
GR. 3 & G=0.55) N0. 10 SMS SCREW 1 1/4" 1/2" MIN.
18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN.
1/8• THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN.
1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2500
PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2' 3)
NAILING FIN FASTENERS MIN.
2X4 WOOD FRAME OR BUCK MIN.
GR. 3 & G=0.55) NO.
8 SMS SCREW 1 3/8" 1/2" MIN.
2X4 WOOD FRAME OR BUCK MIN.
GR. 3 & G=0.55) 11
GA. ROOFING NAIL 1 3/8" 1/2" MIN.
1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN.
1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 1)
FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2)
CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/
RED HEAD TAPCONS (C.S. OR S.S.) OR HILT] KWIK-CON II (C.S OR S.S.). 3)
WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A
FLAT WASHER AT THE SCREW HEAD. 7
4"
MAX. FOR
MAX. FRAME WIDTH, SEE PRESSURE TABLE ON
THIS SHEET. 6"
6" 12"
MAX. O.C. 12" MAX. O.C. A2
3
4"
MA 4"
MA w
v=
B4 FRAME SCREWS WHERE SHOWN AT HEAD & SIDES.- v_
1 SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS w
SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB c z
REQUIRED DESIGN PRESSURE IS OVER +/-35 A O w
FRAME FILLER MUST BE USED AT EACH FRAME x m
SCREW, SEE SHEET 4 FOR PART DETAIL) W
ow
I 4"
MA r
INSTALLATION
CLIPS WHERE-" d
EXTERIOR
ELEVATION: SHOWN
AT SILL. SEE "FRAME XO WINDOW ANCHOR
REQUIREMENTS TABLE" SCALE:
3/4 ON
THIS SHEET FOR "' 1'-
0" REQUIREMENTS. (
FRAME SCREW AND CLIP MOUNT CONDITION) ALLOWABLE
DESIGN PRESSURE
XO &
OX UNITS) MAX.
MAX. ALLOWABLE FRAME
FRAME PRESSURE WIDTH
HEIGHT PSF) IN.)
IN.) 52
1/4 62 50 72
44 50 73
1/2 72 25 78
62 25 96
1 62 1 30 PRESSURE
SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE
ON THE WINDOWS SHALL
BE THE LESSER OF THAT SHOWN
IN THE INDIVIDUAL WINDOWS
STATE APPROVAL OR THAT
SHOWN IN THIS TABLE. ALTERNATE
ANCHOR/SUBSTRATE EVALUATION NOTE: ALL
ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES
HAVE BEEN ANALYZED IN ACCORDANCE WITH
THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO
BE EQUIVALENT TO OR STRONGER THAN THE ANCHDR(
S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION
EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/
OR INFORMATION A, RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA
BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT
IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION
CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING
IS COMPLETED ON 11-1E REFERENCED PRODUCT, PRIOR TO STATING CODE
COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH
THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE IN
DNS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING,
CODE AND APPUCABLE STANDARDS. Lo
o
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3
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off^ W
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OF ANY OTHER PRODUCT NOR MAY USED
FOR RATIONAL AND/OR LOCAL APPROVAL SHEET NO, RODUCT
NOT PRODUCED BY THE MANUFACTURER 1 OF G IN
THESE DRAWINGS. I J
N w. CHELWEO BY:
W.W.S. PIDT:.rt.Y WTE0 104/14
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z
O o N o
z_ i
d
EXTERIOR ELEVATION: 3 w Q a
XOX WINDOW ¢ 5 N 5
SCALE: 3/4" = 1'-0" a. w a (
NAIL FIN MOUNT CONDITION) z
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4 MAX.X.
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SHOWN ATINSTALLATIOSILL.ISEEPS HFRAME EEXOOXRWENDOWION: .......i 6dMi PR;"
3ANCHORREQUIREMENTSTABLE" SCALE: 3/4" = 1'-O"
ON SHEET 1 FOR
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) o186 NO. REV.
1
WNG
B
SHEET N0.
2 Of 5
120" MAX. FRAME WIDTH
Al 2" 2"
3
CLUSTER FIN FASTENERS AT MEETING RAIL ENDS
81 SUCH THAT THERE ARE A TOTAL OF s POSITIONED AS
4 v SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE"
x
ON SHEET 1 FOR SCREW REQUIREMENTS.
FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" MAX.
O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER m
35 PSF; 9" MAX. O.C. WHEN JOB REQUIRED DESIGN
PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME
ANCHOR REQUIREMENTS TABLE" ON SHEEP 1 FOR I
REQUIREMENTS. /
120" MAX. FRAME WIDTH
MAX.
12" MAX. 6" 6"
12" MAX. O.C.
6" 6" 12" MAX.
O.C. O.C.
4" MA
A2
3
4" MAX
r 62
a v FRAME SCREWS WHERE SHOWN AT
FRAMEHEAD &SIDES. SEE I
ANCHOR REQUIREMENTS TABLE" ON c
ALLOWABLE DESIGN
PRESSURE
XOX UNITS)
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE
WIDTH HEIGHT PSF)
IN.) IN.)
96 72 25
1os as so
120 62 30
PRESSURE SHOWN IN THIS TABLE
IS FOR INSTALLATION CONDITIONS
ONLY. THE GOVERNING DESIGN
PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL
WINDOWS STATE APPROVAL OR
THAT SHOWN IN THIS TABLE.
DRWN 8Y: CHELNE Bv:
M.W.S. P1Dt: M MTEOR/M/1V
78" MAX. FRAME WIDTH
78" MAX. FRAME WIDTH
4" MAX. 12" MAX. O.C. 4" MAX. SIMILAR F
SIMILAR
3 A2
3 s
4" MAX.
62
12 O.C. 4
2" 3"
3" Z
B1 B2 3 X?¢N
4 4
X X W d
I
a_
U Z
N N o Oz
a Smmtg
N 47
O $ z
N zm
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Z
W < '
4"' MAX. > z z i
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w z3 2"
6" 8.,
m Lu K ..
4'" MAX. 12" MAX. O.C. 12" MAX. O.C. 4" MAX. om U5 050EXTERIORELEVATION: N EnN m
XO OR OX WINDOW WITH TRANSOM
Z
EXTERIOR ELEVATION: — -3oo
SCALE: 3 4" = 1'-O"
NAIL FIN MOUNT CONDITION ALLOWABLE DESIGN PRESSURE
XO OR OX WINDOW WITH TRANSOM `P
1 SCALE: 3/4" = 1'-0" ` Q : ............ STRANSOMUNITS)(FRAME SCREW AND CLIP MOUNT CONDITION) ZQ L y
25 PSF _—v;y c2 0
W cLia ® a
O • Z'
y w as
0 WING N0. R .
1869 B
SHEEP NO.
3 of rj
CLUSTER FIN FASTENERS AT MULLION &MEETING RAIL
ENDS SUCH THAT THERE ARE A TOTAL OF 5
POSITIONED AS SHOWN. SEE "FRAME ANCHOR
REQUIREMENTS TABLE' ON SHEET 1 FOR
REQUIREMENTS.
I
FIN FASTENER WITHIN 2"
OF CORNERS & 9" MAX.
O.C. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON
SHEET i FOR
REQUIREMENTS.
j
I
j
v
FRAME SCREWS WHERE
SHOWN AT HEAD &SIDES.
SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON
SHEET i FOR
REQUIREMENTS.
INSTALLATION CLIPS WHERE
SHOWN AT SILL. SEE
FRAME ANCHOR
REQUIREMENTS TABLE" ON
SHEET 1 FOR
REQUIREMENTS.
FIN FASTENER PER FRAME SCREW PER
ELEVATION SUBSTRATE BY SUBSTRATE BY-
ELEVATION
SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER
BEHIND NAIL FIN FRAME ANCHOR PER ELEVATION FRAME ANCHOR BEHIND FRAME FLANGE FRAME ANCHOR
REQUIREMENTS i REQUIREMENTS REQUIREMENTS
TABLE" TABLE" TABLE"
1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM
SPACE AT EACH ANCHOR , AT EACH ANCHOR
SEALANT BY p SEALANT BY O SEALANT BY 0
OTHERS
LfI(
OTHERS OTHERSnI
2 1 SEAL SPACE WITH =
LOW EXPANSION c
FOAM AROUND =
4 4 PERIMETER OF
FRAME FILLER FRAME FILLER
WINDOW FRAME
D W
EXTERIOR
SEAL SPACE EXTERIOR SEAL SPACE EXTERIOR
WITH LOW WITH LOW
EXPANSION r EXPANSION
FOAM AROUND FOAM AROUND j
PERIMETER OF = PERIMETER OF =
ALTERNATE SECTIONWINDOWWINDOW A2
FRAME FRAME ¢ SCALE: 1/2 FULL 3
LL FRAME SCREW MOUNT CONDITION WITH FLANGE)
O O
SHIM AS REQ'D TO
SUPPORT & ALIGN
SHIM AS REQ'D TO
SUPPORT &ALIGN
WINDOW WINDOW
a a 3
INSTALLATION
SEALANT BY p
SEALANT BY p CLIP
OTHERS OTHERS
1/4„ MAX. j...
SPACE 1/4" MAX.
MAX. 3/16" SHIM SPACE
THICK X 3"
LONG SHIM
AT EACH CLIP
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER
BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS
FIN FASTENER PER
FRAME ANCHOR REQUIREMENTS TABLE" TABLE" (2 PER CLIP)-
ELEVATION
REQUIREMENTS
TABLE" SECTION A2
SECTION Al SCALE: 3/4 FULL 3
SCALE: 3/4 FULL 3
FRAME SCREW & INSTALLATION CLIP MOUNT
NAIL FIN MOUNT) CONDITION)
wa'o
d N O
W Z Q N
a
06 Zm
rD
W QWZO
a
Z -w
a zSof
W LLZ glX
V)zm
3ci na
3
1/4" MAX.
SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR :•.'
REQUIREMENTS
TABLE"
FIN FASTENER
PER ELEVATION `^
FRAME WIDTH --
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY
OTHERS
BEHIND NAIL ILAFIN
SEALANT BY
OTHERS EXTERIOR
SECTION B1
SCALE: 3/4 FULL 4
NAIL FIN MOUNT)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR :..
REQUIREMENTS
TABLE"
FRAME HEIGHT ---
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERIMETER OF WINDOW
FRAME
FRAME SCREW — —
PER ELEVATION -' o
4
FRAME FILLER
SEALANT BY
OTHERS
EXTERIOR
SECTION 62
SCALE: 3/4 FULL 4
FRAME SCREW MOUNT CONDITION)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR ,•^
REQUIREMENTS
TABLE"
FRAME HEIGHT —
SEAL SPACE WITH LOW-
EXPANSION FOAM AROUND
PERIMETER OF WINDOW
FRAME _
FRAME SCREW
PER ELEVATION
0
4
SEALANT BY FRAME FILLERo
OTHERS BEHIND
FRAME FLANGE
SEALANT BY
2 1 OTHERS EXTERIOR
3
z
Fw'o
ALTERNATE SECTION B2 3 Z s 7
SCALE: 1/2 FULL 4 L, g `D
FRAME SCREW MOUNT CONDITION WITH FLANGE) a 5o W
0.375
CONTINUOUS WOOD MEMBER LESS 0.604 —{ —I 1.020
N THICKNESS
500THANA2X— BUCK
T_ TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS D 0.225 J
REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR uUnWITHINALLOWABLEDIMENSIONSREQUIREMENTSTABLE" 2.485
LENGTH = 3.000"
SHOWN IN SECTIONS). 0.604 —{ p 3.000 ®FRAME FILLER
i .. .
B60 0 (RIGID PVC)
0.860 l(NOTE THAT WHEN
1 JOB REQUIREDT0.500
SE)
ERIOR
p •
0.059 0.059J DESIGN PRESSURE
OTFRAME
FLANGE FRAME FLANGE IS OVER +/-35 A RIGID
PVC) (RIGID PVC) 1325FRAME FILLER MUST 0.
060BE USED AT EACH FRAME
SCREW PERFRAME SCREW) ELEVATION & "
FRAME ANCHOR
REQUIREMENTS 0.293 TABLE"
O (RIGID
ATt)
CLIP RIGID
PVC OPTIONAL
DIRECT MOUNT DETAIL TO
SUBSTRATE WITH SPACER HEAD
SECTION SHOWN: SIDES ARE INSTALLED THE SAME) DIRECT
MOUNT CONDITION IS NOT APPLICABLE AT SILL) FOR
DETAIL NOT SHOWN, SEE OTHER SECTIONS) z
o
zo Uaoom J
W Q a Z_
Zv o a zQznW
Lid r9: Fr
w 'o9 wW& cn ¢
15 N= N
tNN mx ZZ
z 3U
a a
11111111// A g 3 Ad z0
47 o O:J: 4 bq :
z d W [L• a Z
N.•yy
41
r SHEEP
NO. 5
OF 5
REQUIRED INSPECTION SEQUENCE
BP# 1-7 I SoZ Address: t co Sok-lb- PL06 .
IBM ILD-1 GPERMIT
min Max etion 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)
ELEICTR CAA L P ERMlT
min Max lens, eetion Descri do
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
j'p h §-xfw W+s ti#. +. V=' m: 'h # F 'Y2'%IYA'G iF3.7:iN J,M`+F'KA1tliY'._:w"". '+' . Y !` ,
Min Max Inspection Descl! tiou
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
IE D-IIrANIIdv,1f.,1fD1ER1 V'
Min Max Ins2ection Descri tllon
Mechanical Rough
Mechanical Final
Min Max
d Kk.Fd9 y
lusipection Descri tion
Gas Underground
Gas Rough
Gas in
REVISED: June 2014
rwi$1NA,TlV WElf"W-T,-JP.',R ARE- sY:
OF COMMEN
4, Phq e Number; .
v.Ah Chap* 7i3..fbftda.:Stafutes, She
s. sttRbnr%It aPpi late. a:capybr tr, :Ippym t aona i s c n r
Rddre'ss: ... Ftriipunt at bond.
004idsd by'Seclioni..
Name.... Phtine
Add mi t
atld ggrty f2Wner;d sigiiates ... ot. _ _
ta,@ceivea soppbf'tbe llarksrst+iaticeas prova)eo igtpc cin 71 rA3( xb} flOiiilB.statut 5 f'iYbfi _huntber t
pie lg:specitieif}:... .
GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL
CLERK'S # 2017052137 BK 8920 Pg 1501; (1pg) E-RECORDED 05/24/2017 03:04:36 PM
10.00