HomeMy WebLinkAbout132 Meadow Blvd; 17-2379; REPLACE DOORS (2)CITY OF SANFORD
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BUILDING & FIRE PREVENTION
AUG _ 2017 PERMIT APPLICATION
Application No:
gY:
Documented Construction Value: $
Job Address: /%%[Q%/, & Historic District: Yes No
Parcel ID: 3_S- 19 - 3d 5QR-(XYT)-Q2_L10 Residential Commercial
Type of Work: New 1-1Addition Alteration Repair Demon Change of Use Move
Description of Work: RPUIQ p 'b (S S 1 21z_ t"),r- S 1 7 .
Plan Review Contact Person: J-QAV/ _a_ UCl )&An Title: {`, i 1
Phone: -q D9 4 6(3 Fax: Email: Jp=i am' G ITV
s
Cit I P Q i I. Cn/1i
Property Owner Information
Name /l Phone: _)71 - 3qn- % ,-2.35"
Street: ea 0U Resident of property?
City, State Zip: SQ Vr - L 3
Contractor Information
Name 1 AS C-OL, t
Street: 3 O
City, State Zip:
Phone: '-f C)?^ 42 - FL 97
Fax:
State License No.: N C) -5 ( 2 ( 2
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: 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. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is ccurate and that all work will
be done in compliance with all applicable laws regulating construction zoning.
Signature of Owner/Agent Date Signat of Co a o/Ag t Date
Print Oer/Agent's Name Print Co tractor/Agent's Name SUZANNE
BALTZLEY Notary
Public - State of Florida My
Comm. Expires Dec 2, 2017 Commission
8 FF 074100 Owner/
Agent isP w Produced
ID SUZANNE
BALTZLEY Notary
Public - State of Florida My
Comm. Expires Dec 2.2017 fiommission
M FF 074100 Type
of ID (L Ill Produced ID v
Type
of ID 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 # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING: '
14- I I Revised:
June 30, 2015 Permit Application
SCPA Parcel View: 33-19-30-508-0000-0240 Page 1 of 2
Property Record Card
134'
cF j Parcel: 33-19-30-508-0000-0240
70PUMA Owner: FELTMAN LOU ANN
siur+[tcxhw-trv,.cWratan. ! Property Address: 132 MEADOW BLVD SANFORD, FL 32771-3692
Parcel Information Value Summary
Parcel; 33-19-30-508-0000-0240 j
W
j Owner I FELTMAN LOU ANN
Property Address 32 MEADOW BLVD SANFORD, FL 32771-3692
Mailing 132 MEADOW BLVD SANFORD, FL 32771-3692
Subdivision Name I MAYFAIR MEADOWS —
Tax District S1-SANFORD
M
DOR Use Code 0130-SINGLE FAMILY WATERFRONT — —
Exemptions 00-HOMESTEAD(2014)
Legal Description
LOT 24
MAYFAIR MEADOWS
PB 29 PGS 31 TO 33
Taxes
rTa:x,.n:,:Autharity__
outy General Fund
Schools _
City Sanford _, __
SJWM(Saint Johns Water Management)
County Bonds
Sales ---- __
Description Date
WARRANTY DEED 6/1/2013
WARRANTY DEED 12/1/1988
Find Comparable Sales
Land
Method
LOT
Frontage
2017 Wor king 20 16 Certified I
j — Values 20lues
ed
Valuation Method Cost/Market Cost/Market
Number of Buildings
Depreciated Bldg Value i $105 593 $97 022
Depreciated EXFT Value i $200 $200
Land Value (Market) $25,000 z $25,000
Land Value Ag
Just/Market Value $130 793 i $122 222 I
Portability Adl
Save Our Homes Ad/ $24 602 € $18 215 '
Amendment 1 Ad/
P&G Adj _
7,$
0
Assessed Value $106,191 $104,007
Tax Amount without SOH: $1,637.00
2016 Tax Bill Amount $1,272.00
Tax Estimator
Save Our Homes Savings: $365.00
Does NOT INCLUDE Non Ad Valorem Assessments
Assessment Value Exempt Values Taxable Value
mm $
106,191 _ $50,000 ?, 56,191
106 191 $25,000 81 191
106,191 $50,000 _.._-. 56,191
106,191 $50,000 , 56,191
106,191 $50,000 -- -_ _ __ 56.191
Book Page j Amount Qualified Vac/Imp
08066 0817
a $
124 900 Yes Improved
02030 0537 $68,000Y Yes Improved
Depth — Units
0.00; 0.00
1® Units Price Land Value
1®;$25,000.00 25,000
Building Information
w-.v_ ___ _ _ _ _._ __-..... .__ .... .- _ .., _..---- .--__
Bed/Bath count incorrect? Click Here
i Year Built — d i
Description Fixtures Bed Bath Base Area Total SF Living SFExt Wall j Ad' Value Re I Value ` Appendages i—®
Actual/
Effective j g ( 1 P ; 1
SINGLE 1988 7 3 2 0 1,337 1,7671,337 SIDING GRADE 3 $
105,593 $
119,992 Description i Area FAMILY 12.00
F a
http://
parceldetail.
scpafl.org/ParcelDetailInfo.aspx?PID=33193050800000240 7/24/2017
t % F06- (L
3020 Mere Drive 7711 Anderson Rd.
Orlando, FL 11808 Tampa. FL 33634
407)770-0183 WINDOWS & DOORS (813)514-9490
wtawr.fnSwd.et)rn
hltLic fCGC1518212
6wc, rbe o,ocu.t M du. Prten. c, dew inrdhtca, Lt<2 alrtr 1111-1 1—to Buyee m414w -ras +ah FAS ital , k Dwrs, Lrreinalar refcned to all (rlSA+p ti inch :rli alwelials Iicted b
P. RSr tc c/ata ar n,os rx I,dmt Is there, a. Hornco rrs Association? Yes ;; Mo G=(
oll ?c•{ r '. i1 l r•:
ny Saaa f apt Congratulations
on Your purchase of the finest home improvement products in the industry today! Below are the names and contact information of key people involved with
your purchase. We believe that communication is the pathway to success! Please contact the people below at anv time re[tardinL trour purchase andior installation. Installation
Customer Care, You
will be contacted by a t 1 [tier o . our Instaihucn r sm to discuss the In the et nl that you h tie any questions or cancer re +tarninc the wind(+v or door flu
to ill : installation please do not hcsilatr_o craniact e:! 7r ,into I.
Conan, receipt of your eontr u.' and re It specifications. I roduCtiou C rdo'! o' at) or ,P Sr' _ your Production 2.
S h dole a um for the ticht me r ore Mana€ r at e 7 J . If you 11M that w d ill ifrer nn any 3.
I eruily an approximate installation start or delivery dale (,four promises to you p1case contact its at 6 d.
An.,,,cr anv concerns yen Wady have related to the project. 0
Install fickUp Deli—, Loa,' -a Mr."t haMrLa Misd 1
Quantity 4{. =tmcn:nT I 'aeries i Srvl< Color Gods t kx'ns t 1.. i Lin: '.r.t,, t
I e
i
Please
read the jellowing hold ape and initial corresponding Line. 1 Bill
doors are non -finished. Failure to paint or stain doors in a timely manner mm affect your rights under the manufictm'cr's warranty. Not
Applicable Buyer initials: Verbal
understandings. and agreements with representative shall not be binding. All understanding .and agreements must beset forth in writing in this Pontract. t understand
and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding, Buyer
initials: 11URRICAi'
I- PROTECTION 1. acknowledge that l am the owner of the residence and have contracted with FASMT) to replace windowsldoors. Thihome is located
ip au impact zone and I have existing burricatm protection equipment that complies with local jurisdiction. hASWD will not be liable if my existing protection
equipment is deemed inadequate by the local government inspector after my windows are Installed. In the event that my hurricane protection equipment fails
inspection. I understand that FA.SNVI3 will supply appropriate materials at a cost to me of S375.0(! per opening. I am initialing to Indicate my' no fete understanding.
Not
Applicable Buyer initials: 09Id:
The warranty provisions as stated on the reverse have been explained and UG!'c understand them fully. Additional provisions and warranties arms fed an the
reverse side and are part of this contract. Buyer
initials: TIt, '
ro, kt PRICE le I '}Jabo ,k tat n is{ lucnneaac al fable mscaanU.is SUBTO`I':A L: J relies: ",_r..
mttb bycrl to if,, ep oval of I 1'1?rn CeditAPpr alCcule _
7_.l TA .(DF;t.I b.ERYOR PICK UP O':L11 L Credit
CnrdlPiuit-1 .ua credit ctdinlornwl-ma 'I coil GRAtiDTOT,IL C:u1=Irinal
Payn t -able ttl Ib•; epnn a,rlPl Cwt) D EPOSpr REQUIRED: fray it
i dt
ra n I t is yf to ed in a co ci x n ,n roc rd f ', :, Cr r r tact - p- t trot Ili A 3.AESS U HFP t,Or` B r(sI Wve laae. n
d d,cir rat t l thi of nt 1 k a a rd;oaeialv e a t. -pc ntth Ceaciala and tnlc_a aaucn p., d' i s ue i u.tood .h,,u the Bay r is
ready for rk to Fi r yao, it. R
t ,c (} n rir loa •ei alas arras one, at any um p nor to robb agiu or the third flat ahcr the data of this trap acts a, Sevultare arrived below ach as .r orcipt that t—ells) reco"d appropriate
cancepadon farms Ste re+crse safe for debt, FS\VD BUYER
o.+r1 fan ;
vrnr n I t N
1 B
rf fm,
v,.a-
G nl't
La: IArtt i\ 1 use
a
l Iru 1m, ila m- 11 doesr let lerillikiae a volid told hinding C c n n t ter alv pap rani—, and urail it e ju 1 rni lcleptcj h: n auth u d reel a t e l F l SN D All asdc al Ihsbe led
upon the l.te,tcuutd la tin. lino seta u; tr up- tiled U.thelastot,.xork. or productsarern.d torcca<+u Past due anuvnts art sublcct I harkharge of 1 M+,,
P ra a m,1 ire 1 the dov rlmfiry,, g. r F tS&D all e ,[1 or nfr-,,cr,t or Ili non -ncf ding z1 gal 1 anon Ices 1 tl or n 1r a 1 .,,sort i r d as a Pat, -,r
lac "Iloeton prex s Ibis -.ot n t ard tF - ilp—n..rt foe credo, d rn}, shall e -soil e ha cirair, "g-el"a ho"'. Il, It ei . Hh sh enlim agrtcru.m and..pe' ifi.la m shall out 1, "It—d ,,-u,diri
ezccps by cram --meal acrr.xn the p-alic. 1-ta , IN fit(: EVENT THIS CONTRACT IS `JUT
ACCFI [ED BY 1SWD ANY i \MINT MADE Hi RftNDI_R SII. LL RE REFUNDED'10 NIE BUYERIS) AND TH.E Ct)NIRACr SHALL HE NULL AND VOID
AND 01 NO EFFCC I. FASND IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFLCT.S. DRY ROT CAR CODE VIOLATION- REPAIRING, I t.ASTGPING. CARPFN'TRY
AtiD1OR DECORA-IrING ARE \pT INCLLDFD L;'+[LESS SPECiFICAiLLY CHARGED FOR AND SPECIFIED IN WRITING HEREIN, While Copy- (Office) Canary Copy (Production) Pink
Copy (Bu)er)
Prepared Bye `• 1111111111 HIP 1111111111111
Return to: FAS'r1D, LLC I
3020 Nrerc' Dr. Orlando, FL 32808 GRANT i1taL0'i r 5Et1TNC1LL :l I iaT
CLERK OF CIRCUIT COURT' ,r; C:>: NPTROL.I_ER
OK 896-1 Ps u79 (11`9s)
NOTICE OF COMMENCEMENT CLERK'S t 2017079101
State of F!ari RECORDED ii !t14;?Cli' lii 05 _i f'i'1
Count of
RECORDING BEES $1i -00
I RECORDED BY tsm i th
Parcel ID: _,3_ -3-19i - 3b—Sb C»(, 24bPermit :
The undersigned hereby gives notice that improvement will be made to certain real property. In accordance
with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement:
1. Legal description of Property (and street add ss if available): i : Aft) rt_>'J
2. General description of improvement:_ ,1_ F-rn1` fo A I, n..
a. Ownername/address:
b. Interest in property: q
Q. c. Name and address of fee simple title holder (if other than owner):
4. Contractor Name and Address: FASWD. LLC
3020 MERCY DRIVE ORLANDO F 32808
Phone:4 7-770-0184 Fax:407-770.01 7
5. Surety —Name and Address:
Amount of bond: $
6. Lender— Name and Address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedbySection71A3(1)(a) 7, Florida Statutes:
8. In addition to him/herself, Owner d signates the following person(s) to receive a copy of the Lienor's
Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide NarneMailing Address]:
c i
9. NOC expiration date (one full year from the date of recording unless different date is
2x J-
specified): w;
1
US
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE i
OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION
CIQ
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 L.7 i
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.
0
U- LJ ,
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read
the f rqoing and that the facts stated in It are true to the best of my knoviiedge and belief. v
Natural Person (or Owner's Authorized Oflice r!Director/Partner/Ma nag er) The
forQgoing ins rum t ryes acknowledged before me this day of4,_,20 )7 by(
print name of person) ast O npr-- (type of authority) for (name of party on behalf of whom instrumenivras executed). Personally
Known -_-_ -OR. Produced Identification 4' J/ GARY
OROIAN MY
COMMISSION #FF089917 EXPIRES
February 5, 2018 398-
0153
LIMITED POWER OF ATTORNEY
Date: 'A-Z- 1
I hereby name and appoint l to be my lawful attorney -in -fact to act
for me and apply fora permit for work to be performed at the
location described as:
Address of Job)
LL
Owner of Prop
And to sign my name and do all things necessary to this appointment.
a ure of Certified Contractor
Scott A. Varga (QGQ1518212)
Printed Name of Contractor and License Number
STATE OF FLORIDA
COUNTY OF
The foreqoinq ins, rument was acknowledged before me this 7-day of
who is personally known to me or ® has produced
of identification) has identi ication.
Notary PofF Suzanne
Baltzley Print/
Type/Stamp Name of Notary Public Al-
WI 20_[_7_, by type
AN,
In S LAQ koSUZANNE
BALTZLEY
Notar
Public - State of Florida My
Comm. Expires Dec 2, 2017 6 :
1' Commission # FF 074100
W093
WINVOWS & DOORS
obID /l2o 06 Customer n Address LSL Al -ael
DON'T FORGET *Mean Roof Height *Corners *Room IDS
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page
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BCIS Home Log In ! User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications `; FBC Staff 1 BCIS Site Map Links j Search
FI lida
Product Approval
FUSER: Public User
Product Approval Menu > Product or Application Search > Apolication List > Application Detail
FL # FL7612-R16 / ] 21,1
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 i:::J
Product Manufacturer Simonton Windows
Address/Phone/Email 1 Cochrane Ave
Pennsboro, WV 26415
614) 532-3596
luanne.harris@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.com
Technical Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus, OH 43219
614) 532-3596
luanne.harris@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
847) 303-5664
webmaster@aamanet.org
Category Exterior Doors ) n ISV1 C
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard
Year
AAMA 450
2006
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7612 R16 Eauiv SimEx-PVC-Eciuivalencv Ddf
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
mary of Products
CFL # Model, Number or Name
17612.1 06 OS
Method 1 Option A
01/09/2017
01/16/2017
01/22/2017
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 77x84 (+/-30 PSF), 71x80 (+/-35 PSF), 71x96 (+/-35
PSF), 95x80 (+/-35 PSF), 71x80 (+/-50 PSF)
7612.2 106-05
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 107x80 (+/-30 PSF), 107x80 (+/-45 PSF)
7612.3 106-05
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other: 71x116 Retrofit Installation
7612.4 106-05
Description
ProRnish Contractor, ProFinish Master, Grand Estates
Contractor, Therma Tru (VSPD) 2-Lite Sliding Patio Door
Certification Agency Certificate
FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x80 R PG50.odf
FL7612 R16 C CAC 06-05 2P SGD (Fin) 7I.x80 R-PG35 odf
FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x96 R PG35.odf
FL7612 R16 C CAC 06-05 2P SGD (Fin) 95x80 R35.odf
FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R
PG35.odf
FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R
PG50. odf
FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x96 R
PG35.odf
FL7612 R16 C CAC 06 05 2P SGD (Finless) 95x80 R35.1)df
FL7612 R16 C CAC 06-05 2PSGD (Fin) 77x84 R-PG30.odf
Quality Assurance Contract Expiration Date
11/17/2017
Installation Instructions
FL7612 R16 II IN0340 06-05 2P PD 2X.odf
FL7612 R16 II IN0444-R6 06-05 2P 1X.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL7612 R16 AE EvalReoort-IN0444-R6.odf
Created by Independent Third Party: Yes
ProRnish Contractor, ProFinish Master, Grand Estates
Contractor, Therma Tru (VSPD) Vinyl 3-Lite Sliding Patio
Door
Certification Agency Certificate
FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG30
ext 5).odf
FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG45.odf
Quality Assurance Contract Expiration Date
11/20/2017
Installation Instructions
FL7612 R16 II IN0341 06-05 3P PD 2X.odf
FL7612 R16 II IN0445-R3 06-05 3P PD IX.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL7612 R16 AE EvalReoort-IN0445-R3.odf
Created by Independent Third Party: Yes
Reflections 5300, Prism Ultra -Gold, VantagePointe 6100,
Grand Estates Select, Sears 9300, Therma Tru (VSPD) Vinyl
2-Lite Sliding Patio Door with Transom (Retrofit Installation)
Certification Agency Certificate
FL7612 R16 C CAC 06-05 2P SGD w Transom (Finless)
71x116 R45.1)df
Quality Assurance Contract Expiration Date
01/29/2022
Installation Instructions
FL7612 R16 II IN0413 06-05 2PD w Transom 2X.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Reflections 5300, Prism Ultra -Gold, VantagePointe 6100,
Grand Estates Select, ThermaTru (VSPD) Vinyl 2-Lite Sliding
Patio Door (Retrofit Installation)
MODEL DESIGNATION: Simonton Series 06-05 2—Panel Vinyl Patio Door
MAXIMum OVERALL NOMINAL SIZE See Size Chart
DFSK'N PRESSURE RATING: See Size Chart
cABL E QOFIGURATION X0, OX
GENERAL DESCRIPTION, The head, sill, and side jambs are extruded PVC: The wall thickness
through which the anchor screw penetrates is a minimum of 0.157".
j__jMAX
O.C. SPACING
3"
II----
SEE SIZE CHART.
T
m
2t? Wx
w
X
Zl—
CUNIT HEIGHT — — — DQ
a a
Of N
U N_
C5 v
x w
INSTALLATION U1
ANCHOR
I SEE TABLE 1
THROUGH KEEPER
Lucas A. Turner
2016-06-16
13:55-04:00
r ` REV. k REVISIONS:
2 UPDATED SIZES PER NEW TESTING. 6/16/2016
LUCAS A. TURNER, P.E.
3 UPDATED AN NOTESFLPE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
COA ( 29779)
1239 JABARA AVE.
4 RAN
5 U A H N 1
ST R P
6 A
L
M TR -n ll1 NORTH
PORT, FL 34288 PH.
941-380-1574 SED
BY DATE: f.
O.D. OB/25,:14 LMH
06/17/15 LMH
11/23/-15 LMH
12/04/15 MIN.
EDGE DIST., SEE
TABLE 1 SUBSTRATE BY
OTHERS SILICONE
CAULK SUBSTRATE
SEE
NOTES 15 & 16 MIN.
EMBED. ISEEBY OTHERS BACKER
ROD SILICONECAULKSEE
NOTES 15 & 16 TABLE
1 INSTALLATION
ANCHOR,
SEE
TABLE 1 BACKER
ROD SILICONE. CAULK INSTALLATION SEE
NOTES 15 & 16 ANCHOR 1/
4" MAX. SHIM SEE TABLE 1 BACKER
ROD MIN. EDGE DIST., THROUGH KEEPER INSTALLATION
SEE
TABLE 1 i/
4" MAX. SHIM ANCHOR,
SEETABLE1 HEAD 1
BACKER ROD MIN.
EMBED., SILICONE CAULK SEE
TABLE 1 SEE NOTES 15 & 16 JAMBS
3
SET
SILL ON 3 EVENLY SPACED
BEADS OF SILICONE
CAULK WITH A 4' VOID
AT EACH END SEE
NOTES 15 & 16 SILICONE
CAULK SEE
NOTES 15 & 16 SUBSTRATE
BY
OTHERS SILL
UNIT '
WIDTH 6.
000 6.000 6"
b43.000 3.000WMAX.
OVERALL FRAME WIDTH SIZE CHART
nl n rK IRE STATEMENT This document
is the property at Simonton Windows, which retains an
proprietary and other rights to Its sueject matter. This document
is provided to the recipient on the esprh..-d onditlon thatitisnottobedtsclosed. reproduced In whole o part; nor
used in coopnetion with the design, manufacture or repow of
goods for anyone other, than Simonton windows without its
consent. This restriction does not limit the recipient's
rights to utilize information contained in this document which
is propeny obtained from another source. OVERALL N1DTH
SIZE
HEIGHT
0
C SPACING DPRATING 77' 84"
16 3/4" 30 PSF 71" 71"
80"
96"
15
5/
a 15 5
8" t35 PSF 95" 80"
11 5/8" 71" 80"
10 7 8"1 0 PSF SILICONE CAULK
SEE NOTES
15 & 16 MIN. EMBED.
SEE TABLE
1 MIN. EDGE
DIST., SEE TABLE
1 SIMON`I'
ON* B I Dimensional Tolerances
Unl se
O necified w a
n 5' i Cachrana.
Avcnuc PemnsM rn,
WV 8415 AWN T.
D.O. CHECKED Decimals
Angles
SCALE: SHEET: APPR D A t .
03 XX t .
01 0' 30 min. XXX 3 .
005 FIT 1
of 2 SERIES: 06-
05
2—PANEL PATIO OIX T TLE
1X BUCK
INSTALLATION
trODEL DESIGNATION: Simonton Series 06=05 2-Panel Vinyl Patio Door
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
ncclrN PRESSURE RATING: See Size Chart
USABLE CONFIQURATIONS: XO, OX
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC:. Thewall thickness through
which the anchor screw penetrates is a minimum of 0.157". i
Aalc i ..,— ---- TYPE
ANCHOR TYPE EDCEETE 2. KSI MIN.) 3/16" ITW TAPCON 1/8" OR
GROUT -FILLED CMU MIN._.
3/16" ITW TAPCON 2CF MSUBSTRATESUBSTRATESOUTHERNPINEWOOD3/16" ITW TAPCON WTHREAD 7/85. SOUTHERN
PINE WOOD to WOOD SCREW 7/8"5GE
0.060 MIN, STEEL 10-16 ITW TEKS1/2"33KSI
YIELD MIN. SELF-DRILLNG SCREW 1
8 ALUM. 6063-T5 MIN.. OR 10 GRADE 5SEtF-TAPPING 1/2" F
1 STEM' 3fi KSI MIN. DRILLING SCREW 6/
16/2016 LUGS
A. TURNER, P.E. FL
PE 0 58201 TURNER
ENGINEERING & CONSULTING,
INC. COA
1 29779) 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 REVISIONS:
REVISED BY DATE: UPDATED
SIZES PER NEW TESTING. T.D,D. ae/25{ UPDATED
ANCHOR NOTES LMH 06/17/' SIUGONIE
LMH 11/23,4 RAN
SIZE
CHARI& N 14 N LMH 12/04/' NOTES:
1.. This installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings an Other
Structures do not exceed the design pressure ratings herein.. 2. For anchorage requirements in various substrates -see -Table 1. A minimum distance of 3' shall be maintained between any two installation fasteners. 3..
All interior and exterior perimeter surfaces of the window must be caulked. 4.
Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. substrate, 5.. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-112" thick, embedment shall be beyond wood bucks, if used, and into masonry . Wood
bucks with masonry are optional. 6.
Wood or masonry openings, bucks, and buck fasteners, by others, shall bl
properly
designed and installed Transfer wind loads to the structure. 7.
The responsibility for selection of Simonton' products to meet any applicable local laws, building codes, ordinances. or other safety requirements rests solely with the architect, building owner, or contractor. 8. Shims are required where gaps of greater than 1/16" exist between opening and. frame. Max. shim stack is.1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 9. When used In areas requiring Impact protection, this product requires the use of approved Impact resistant shutters or other external protection, 10. Sealing and Bashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed. Oaerall water penetration resistance of the installed product is not
addressed in this drawing and is the responsibility, of others. 11.
Glazing shall comply with ASTM E 1300-04. 12. All fasteners penetrating. into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent
reactions in accordancewith code requirements. 13. A
wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14, ProductsshallbeconstructedasspecifiedintestreportsC5619,01:-109-47, C5620.01-109-47, C5622.01-109-47, D3268.01-501-47-rO, D3269.01 -501 -47-rO, 02892.01-50147-rO, C351 6.01 -501-47-rO anci D3264.01-
50147-rO, by Architectural Testing, Inc. 15. Use100% pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk. damaged wood, wood fibers, grease, oil din, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day
of which the silicone caulk is to applied. For more details visit Simonton.com. 16. Caulkapplication: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces am dean and dry including the new window(sj. Use a backer rodonalljoints >314" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced
into joint or compressed to assure full contact on both surfaces and to expel any air pockets. nSCI 0SURr
5IA1EhdENI this document
is the property of Simonton Windows, which toins all
proprietary and other rights to Its subject matter. his document
I. provided to the recipient on the expressed iditlon that
it is not to be disclosed, reproduced In whole o rt; not
used in conjunction with the design, manufacture or repair of
goods for anyone other than Simonton Windows without its
wnsenl. This restriction does not limit the recipient's
rights to utilize Information contained In this document which
is Properly obtained from another source. Dimensional Tolerances
Decimals Angles
X 3 .
03 XX t
01 0' 30 min. XXX f .
005 g SIMONTON'
ICccmn. Avcnuc
Pc —,Win, W
V 2641 s FIT — 2 0l
06-05 2-
P 1X BUCK
k wk
BCIS Home Log In User Registration Hot Topics Submit Surcharge s Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product ApprovaldbaUSER: Public User
i'
Product Approval Menu > Product or Application Search > Application List > Application Detail
is FL # FL12463-R8
Application Type Revision ~/
J
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
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
ProVia Door, Inc.
2150 State Route 39
Sugarcreek, OH 44681
330)852-1774
dean.martin@proviaproducts.com
Chris Nolt
christopher.nolt@proviadoor.com
Exterior Doors an fiA S o-QA
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
ASTM E330
Method 1 Option A
Year
2002
Date Submitted 09/29/2016
Date Validated 11/14/2016
Date Pending FBC Approval
Date Approved 11/15/2016
Summary of Products
Go to Page Page 1 / 2 0
FL # Model, Number or Name Description
12463.1 20GA STEEL IS DOOR !20GA STEEL IS PATIO DOOR W/ OR W/ OUT SIDELITES AND
TRANSOM
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12463 p
Approved for use outside HVHZ: Yes i Quality Assuranceance Contract Expiration Date !,
Impact Resistant: No 02/28/2021
Design Pressure: +45/-50 Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463_R8_II_08-00709E__pdf
CONFIGURATIONS Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8_AE_511231F.pdf
Created by Independent Third Party: Yes
12463.2 20GA STEEL IS OR OS DOOR '20GA STEEL IS OR OS DOOR W/ OR W/ OUT DIRECT SET
j SIDELITES AND TRANSOM
i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12463_R8_C_CAC _NI009869-R4.pcif
Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiration Date
Impact Resistant: No ! 02/28/2021
Design Pressure: +40/-45 Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED i FL12463.....g$,,._II08-00710D,,.,,,p f
CONFIGURATIONS Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8_AE_511233D.pdf j
j Created by Independent Third Party: Yes I
J
az 20GA STEEL IS OR OS DOOR 20GA STEEL IS OR OS DOOR W/ OR W/ OUT SIDELITES AND
jTRANSOM
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ! FL12463_R8_C_CAC NI009869.01-R5.pdf
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date
Impact Resistant: No ' 02/28/2021
Design Pressure: +45/-55 ; Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL1246 R8.._II..,_08-00708D..,,,pdf
CONFIGURATIONS Verified By: Luis Roberto Lomas 62514 !
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8_AE_511229D.pdf
Created by Independent Third Party: Yes
12463.4 SIGNET 7'0 FIBERGLASS DOOR SIGNET 7'0 IS/OS GLAZED FIBERGLASS DOOR W/ OR W/ j
OUT SIDELITES AND TRANSOM
L—
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ! FL12463.,..R8.....C_.._CAC .._NI009851,01-R4.pdf
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2021
Design Pressure: +55/-55 Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463_R8_II_08-00711D__pdf
CONFIGURATIONS Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
j Evaluation Reports
FL12463_,_R8.._AE.....511235D_pdf
Created by Independent Third Party: Yes
12463.5 SIGNET 7'0 FIBERGLASS DOOR ! SIGNET IS 7'0 GLAZED FIBERGLASS PATIO DOOR W/ OR W/
i OUT SIDELITES AND TRANSOM
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12463_...R8_._C.._CA_C NIQ09851..:02-R4.pd_f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No i 02/28/2021
Design Pressure: +45/-50 I Installation Instructions
i
104 1/2" MAX FRAME WIDTH -{
O
FIXED INACTIVE ACTIVE FIXED
15 1/4" MAX
TRANSOM
HEIGHT
97 1/2" 112 3/4"
MAX MAX
DOOR FRAME
AND HEIGHT
SIDELITE
FRAME
HEIGHT
20 GA STEEL IS DOUBLE DOOR W/ SIDELITES AND TRANSOM
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
45PSF/-55PSF
NONETHISSYSTEMWASNOTTESTEDFORWATER
INFILTRATION AND IS TO BE INSTALLED ONLY
WHERE THE WATER REQUIREMENT IS NOT NEEDED
FOR ADDITIONAL APPROVED CONFIGURATIONS
SEE SHEET 3.
NOTES:
1, MAXIMUM DOOR PANEL SIZE: 35 314"X 94 15116'
2. MAXIMUM SIDELITE PANEL SIZE: 15 1/4'X 97 112"
3. MAXIMUM DOOR PANEL D.LO.: 20' X 78 12'
4. MAXIMUM SIDELITE PANEL D.L0.:67/8'X7812'
5. MAXIMUM TRANSOM D.L.O.: 102"X 123/4" TABLE OF CONTENTS
SHEET NO. DESCRIPTION
I INSWING ELEVATION AND NOTES
2 OUTSWING ELEVATION AND HARDWARE
3 INSWING/OUTSWING ADDITIONAL CONFIGURATIONS
4 - 5 ANCHORING LAYOUTS
7 - 8 INSTALLATION DETAILS
9 INSTALLATION AND GLAZING DETAILS
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER NEW TESTING 05/22/13 R.L.
REVISED INSTALLATION DETAILS 08/11/15 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
4) UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLAZING.
5) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.
SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM
STACK TO BE 1/4".
7) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS.
8) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS.
9) ALL FASTENERS TO BE CORROSION RESISTANT.
I0) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - G=0.42 MINIMUM SPECIFIC GRAVITY
B. CONCRETE - 3,000PSI MINIMUM COMPRESSIVE STRENGTH.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
11) FRAME MATERIAL: WOOD WITH G .46 MINIMUM SPECIFIC GRAVITY OR COMPOSITE.
12) DOOR PANEL MATERIAL: 20CA. STEEL WITH 17GA. STEEL OR .0938" FIBERGLASS
TOP AND BOTTOM RAIL. SEE SHEET 9 FOR PANEL OPTIONS.
13) SIDELITE SASH MATERIAL: 24GA STEEL WITH WOOD EDGE.
14) MAXIMUM DOOR PANEL SIZE = 35 3/4" x 94 15/16".
15) MAXIMUM SIDELITE SASH SIZE = 13 7/8" x 95 1/8".
16) UNITS MAY BE INSTALLED WITH EITHER SCHLAGE F-SERIES DOOR KNOB AND
B-SERIES OR F-SERIES DEADBOLT OR EMTEK RESIDENTIAL GRADE DOOR HANDLE
ASSEMBLY OR MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM, SEE
HARDWARE SCHEDULE SHEET 2 FOR APPROVED HARDWARE.
SIGNED: 1110912016
PROVIADOOR, INC 11 t0
1 0 STATE ROUTE2WEST SUGARCREEK,
OH 44681 J\
S1R GENS
S 20GA
STEEL IS OR OS DOOR W/ AND W/ OUT 71t• o51 14" SIDELITES
AND TRANSOM INSWING ELEVATION
AND NOTES u OF
DRAWN:
DWG
NO. REV i0 1pR10P•\ V`'
rs/
pNAI•
G\\ TJH 08-00708D7/I/ffllill,\
SCALE NTS IDATE03/17/09 1SHEET OF 10
104 1/2" MAX FRAME WIDTH
15 1/4" MAX
TRANSOM
HEIGHT
T
1/2" 112 3/4
MAX MAX
DOOR FRAME
AND HEIGHT
SIDELITE
FRAME
O
i
FIXED
HEIGHT
jFIXEDINACTIVEACTIVE
20GA STEEL OS DOUBLE DOOR W/ SIDELITES AND TRANSOM
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
45PSF/-55PSF
NONETHISSYSTEMWASNOTTESTEDFORWATER
INFILTRATION AND IS TO BE INSTALLED ONLY
WHERE THE WATER REQUIREMENT IS NOT NEEDED
FOR ADDITIONAL APPROVED CONFIGURATIONS
SEE SHEET 3.
NOTES:
1. MAXIMUM DOOR PANEL SIZE: 35 3/4"X 94 15116"
2. MAXIMUM SIDELITE PANEL SIZE: 15 1/4"X 97 112'
3. MAXIMUM DOOR PANEL D.L.O.: 20"X 78 112"
4. MAXIMUM SIDELITE PANEL D.L.O.: 67/8'X781/2"
5. MAXIMUM TRANSOM D.L.O.: 102" X 12 3/4"
O55"
J- 1 1/4
37/64" i
4 13/16"
INSWING DOORSILL DETAIL
REVISIONS
REV I DESCRIPTION DATE PPPRCVEO
C REVISED PER NEW TESTING _ 05/22/13 R.L.
0 REVISED INSTALLATION DETAILS 08/11/15 1 R.L.
5 51/64"
1 43/64"
055" -1 1 3/B" 1 5/64' I #8 x 5/
1 ? /32" -1-
SCRI
J
OUTSWING DOORSILL DETAIL
5 5/8"
1/2
Ana TJ4QA:QI4nI n
HARDWARE SCHEDULE
A. F-SERIES LOCK ASSEBLY DOOR KNOB BY SCHLAGE.
B. B-SERIES DEADBOLT ASSEMBLY BY SCHLAGE,
C. F-SERIES DEADBOLT ASSEMBLY BY SCHLAGE.
D. RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY BY EMTEK
E. MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM
F. INSWING HURRICANE ASTRAGAL BY ENDURA.
G OUTSWING HURRICANE ASTRAGAL BY ENDURA.
H_(3) 4" x 4" BALL BEARING HINGES BY PENROD.
1. !31 4" x 4" SPRING BOMMER HINGES BY PFNROO
8 x 2 1/2"
SCREW
ANEL
3 x 5/8"
SCREW
8 x 5/8"
SCREW
HINGE INSTALLATION DETAIL
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
ALTERNATE)
SUGARCREEK, OH 44681
TERNATE). 20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14' SIDELITES AND TRANSOM
OUTSWING ELEVATION AND HARDWARE
DRAWN: DWG N0. REV
TJH 08-00708 D
SCALE NTS DALE 03/17/09 SREET2 OF 10
SIGNED: 1110912016
0
w • •G E N S • 90,i
A (irgT;ATIFE OF
Fs. ORtDP•G
REVISIONS
REV DESCRIPTION
C REVISED PER NEW TESTING
DATE APRRDVED
05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
O O
O O O
4/ 4/ 4/
ACTIVE ACTIVE IXE
IXE ACTIVE IXE ACTIVE IXE
INACTIV ACTIVE
SINGLE SINGLE W/SIDELITE SINGLE W/SIDELITE SINGLE W/SIDELITES
EXTERIOR VIEW EXTERIOR VIEW
EXTERIOR VIEW EXTERIOR VIEW DOUBLE
EXTERIOR VIEW
O
o
4/
o /
4/j]E
ACTIVE ACTIVE IXE
FIX ACTIVE IXE ACTIVE
INACTIVE ACTIVE
SINGLE W/TRANSOM SINGLE W/SIDELITE & TRANSOM SINGLE W/SIDELITE & TRANSOM SINGLE W/SIDELITES & TRANSOM DOUBLE W/TRANSOM
EXTERIOR VIEW EXTERIOR VIEW
EXTERIOR VIEW EXTERIOR VIEW
EXTERIOR VIEW SIGNED: 11/09/2016
PROVIADOORINC RIII.LO't/i 10STATE392WESTN`s SUGARCREEK, OH
44681 w•GENS'YS/ NOTE: ALL
APPROVED
CONFIGURATIONS CAN BE 20GA STEEL IS OR OS DOOR W AND W OUTOAT- INSWING
OROUTSWINGMODELS. ALL CONFIGURATIONS ARE
SHOWN AS 14" SIDELITES
AND TRANSOMAPPROVED INSWING/OUTSWINGADDITIONALCONFIGURATIONSoFRIGHTHAND
ACTIVE, LEFT HAND ACTIVE IS DRAWN: DWG
N0. REV F i
R10P'
O ALSOAPPOVED. TJH OS-
00708 D is ONAIt\\ SCALE NTSDATE03/17/09 SHEET OF 10
6" MAX.
TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
I L 6" MAX.
I I TYP.
SINGLE
6" MAX.
16" MAX. TYP.
O.C. TYP.
3" MAX.
6" MAX.. NP
6" MAX. TYP.
TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX
TYP.
T
DOUBLE
16" MAX.
6" MAX. TYP. ,.J O.C.
3" MAX. TYP. —j 6"" MAX.M
6" MAX.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX.
T
TYP.
I
SINGLE W/SIDELITE
16" MAX. O.C. TYP.
6" MAX. TYP. 6" MAX. TYP.
3" MAX. TYP. 3" MAX. TYP.
6" MAX. TYP.
6" MAX.
1
TYP.
16" MAX.
O.C. TYP.
DOUBLE W/SIDELITES
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER NEW TESTING 05/22/13 R.L.
REVISED INSTALLATION DETAILS 08/11/15 R.L.
6" MAX. TYP.
3" MAX. TYP. 16" MAX.
6" MAX. TYP. —{ O.C. TYP.
SINGLE W/SIDELITES
I
6" MAX.
TYP.
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
6" MAX. 20GA STEEL IS OR OS DOOR W/ AND W/ OUT
TYP.
14" SIDELITES AND TRANSOM
T
ANCHORING LAYOUTS WITHOUT TRANSOMS
DRAWN: DWG NO.
TJH 08-00708
SCALE NTS IDATE 03/17/09 1 SHEET OF 10
16" MAX
O.C. TYP
6" MAX.
TYP.
SIGNED: 1110912016
RI LLI0XXXXiiJ , E NSF 9iP i
0 &¢51
5T/* ` AfTllFFE 0 F ; 4o
o
FS _c 0R19P' •Gyi
S'ONAl1E?
REVISIONS
REV DESCRIPTION DATE I APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 1 R.L.
16" MAX.
O.C. TYP. 16" MAX.
6" MAX.
6" MAX.
O.C. TYP.
6" MAX. .J TYP.
16' MAX.
TYP. TYP. I J 6"TYP X. 6,.TMP X O.C. TYP.
6..TMP X.
3" MAX. 6" MAX.
TYP. TYP. { 6" MAX.
J
6" MAX. T-
6" MAX. TYP. 6". TYP.
3" MAX. J
TYP. 6" MAX. J
TYP. TYP.
16" MAX. 16" MAX. 16" MAX.
O.C. TYP. O.C. TYP. O.C. TYP.
6" MAX,
TYP.
SINGLE W17-RANSOM
6" MAX
TYP.
6" MAX.
6" MAX. -1
3" MAX. 16" MAX. O.C.
6" MAX.
SINGLE W/SIDELITE TRANSOM
6" MAX. TYP. ---i 16" MAX.
3" MAX. TYP. O.C. TYP.
6" MAX. TYP.
SINGLE W/SIDELITES & TRANSOM
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14'. SIDELITES AND TRANSOM
ANCHORING LAYOUTS WITH TRANSOMS
DRAWN: DWC NO. REV
TJH 08-00708 D
SCALE NTS IDATE 03/17/09 SHEETS OF 10
SIGNED: 1110912016
911 Lr0
ENSF9iP
6Af OF
0. t
i/5/
ONAi`
N\
16" MAX.
O.C. TYP.
6" MAX. 6" MAX.
TYP. TYP.
6" MAX. 6" MAX.
7YP.
I TYP.
3" MAX. J
TYP.
3" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX.
TYP.
6" MAX.
f TYP.
6" MAX. 3" MAX.
TYP. TYP.
16" MAX. 6" MAX.
O.C. TYP. TYP.
DOUBLE W/TRANSOM
16" MAX.
O.C. TYP.
6" MAX.
TYP. rT
3" MAX. TYP.
6" MAX. TYP.
9" MAX. TYP.
15" MAX.
O.C. TYP.
REVISIONS
REV DESCRIPTION DATE I APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D I REVISED INSTALLATION DETAILS 08/11/15 R.L.
6" MAX.
TYP. r 9" MAX. TYP.
1
6" MAX. TYP.
3" MAX. TYP.
6" MAX.
rt TYP.
I n I I TI n I
6" MAX.tP 3" MAX.
16"X. j TYP.
O.C. TYP. 6" MAX.
TYP.
DOUBLE W/SIDELITES & TRANSOM
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14" SIDELITES AND TRANSOM
ANCHORING LAYOUTS WITH TRANSOMS
DRAWN:
T3H IDWG
N0.
08-00708
scALE NTS IDATE 03/17/09 TSREET6 OF 10
SIGNED: 1110912016
R1 I IL o
irS T((TilrrE O F
Fs; .
pNA;`E\\
EXTERIOR U—Y- f INTERIOR
s
EXTERIOR INTERIOR
REVISIONS
V DESCRIPTION DATE APPROVED
REVISED PER NEW TESTING 05/22/13 R.L.
REVISED INSTALLATION DETAILS OB/I 1/15 R.L.
SEE SHEET 9
1 3/8" MIN. L 1/4" MAX. INTERIOR
FOR SLAB OPTIONS
SEE SHEET 9 EMBEDMENT I SHIM
FOR SLAB OPTIONS
iI
10 WOOD II
SCREW 3/16" TAPCON
APPROVED SEALANT APPROVED 10 WOOD
SCREW
BY OTHERS SEALANT
BY OTHERS
L.
EXTERIOR
r I 2X BUCK/WOOD
1 3/8" MIN.
d
1 1/4" MIN. 1/2 MIN
FRAMING BY OTHERS,
TOEMBEDMENT
v
o EMBEDMENT EDGE DISTANCE
2X BUCK BE
PROPERLY SECURED
2X BUCK/WOOD 1/2" MINA
FRAMING BY OTHERS, EDGE DISTANCE Tl 2 1/2" MIN. APPROVED JAMB DETAIL INSWING
2X BUCK TO BE DOORSILL DETAIL EDGE DIST. SEALANT
pX BUCK/WOOD FRAMING INSTALLATION
PROPERLY SECURED INSWING DOORSILL DETAIL BY OTHERS
SIDELITE JAMB SHOWN, HINGE AND STRIKE
2X BUCK/WOOD FRAMING INSTALLATION INSWING JAMBS AND HEAD SIMILAR
MASONRY/CONCRETE INSTALLATION 1/4" MAX.
SHIM INTERIOR
4.v
3/16" TAPCON
v
tOSCREEWWOOD
3/16" TAPCON
ter
EXTERIOR
Q
1 X BUCK BY OTHERS,
MASONRY/CONCRETE 1X BUCK TO BE
APPROVED APPROVED
BY OTHERS T PROPERLY SECURED
SEALANT
BY OTHERS
SEALANT
BY OTHERS
2 1/2" MIN. - d APPROVED
EDGE DIST. SEALANT
BY OTHERS
1 3/8 MIN.
4
1 t/a" MIN. JAMB DETAIL INSWING
EMBEDMENT
4
v EMBEDMENT MASONRY/CONCRETE INSTALLATION
2X BUCK/WOOD 1 1/4" MIN.
SIDELITE JAMB SHOWN,HINGE AND STRIKE
FRAMING BY I EMBEDMENT JAMBS SIMILAR
OTHERS, 2X —F- EDGE DISTANCE I 2 1/2" MIN. SIGNED: 1110912016
BUCK TO BE SIDELITE SILL DETAIL
PROPERLY
111 EDGE DIST.
DOOR, INCOSTAAESEcuREoINSWINGSIDELITESILLDETAIL2150PROUTET lS RI'L/0 2X
BUCKWOOD FRAMING INSTALLATION INSWING SUGARCREEK, OH 44681 w •GENS ."9Bi MASONRY/
CONCRETE INSTALLATION 20GA
STEEL IS OR OS DOOR W/ AND W/ OUT JO51 NOTES: 14"
SIDELITES AND TRANSOM- 1. INTERIOR
AND EXTERIOR FINISHES, BY OTHERS, INSWING INSTALLATION DETAILS jpTOF = NOT SHOWN
FOR CLARITY. DRAWN: owc
N0. O F
lV 2. PERIMETER
AND JOINT SEALANT BY OTHERS TO BE REV i Fd' ,
0 R k DESIGNED IN
ACCORDANCE WITH ASTME2112 TJH 08ISHEET D
j S/ SCALE DATE
SHEET NTS 03/17/09 7 Of 10 ONA flin
EXTERIOR
SEE SHEET 9
FOR SLAB OPTIONS
APPROVED
SEALANT
BY OTHERS
2X BUCK/WOOD
FRAMING BY
OTHERS, 2X
BUCK TO BE
PROPERLY
SECURED
APPROVED
SEALANT
BY OTHERS
INTERIOR EXTERIOR lit F INTERIOR
10 WOOD
SCREW SEE SHEET 9
FOR SLAB OPTIONS
APPROVED
SEALANT
BY OTHERS
e
r
1 3/8" MIN. 4 -
EMBEDMENT a
1/2" MIN
OUTSWING
2X BUCKANOOD FRAMING INSTALLATION
EXTERIOR Tiff INTERIOR
BUCK/WOOD J
FRAMING BY
OTHERS, 2X
BUCK TO BE
PROPERLY SIDELITE SILL DETAIL
SECURED OUTSWING
2X BUCKWOOD FRAMING INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE
10 WOOD
SCREW
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
1 3/8" MIN. 11/4" MAX
3/16" TAPCON EMBEDMENT SHIM
BUCK/WOOD
FRAMING FRAMING BY
1/2" MIN OTHERS, 2X
EDGE DISTANCE BUCK TO BE
MASONRY/CONCRETE PROPERLY
SECUREDBYOTHERS
sa INTERIOR
4
1 1/4" MIN. #
10 WOOD II
a EMBEDMENT
SCREW
I 2 1/2 MIN.
ff EDGE DIST.
DOORSILL DETAIL
OUTSWING
MASONRY/CONCRETE INSTALLATION
EXTERIOR T V- INTERIOR
3/16" TAPCON
APPROVED
SEALANT
BY OTHERS
L
d
1 3/8" MIN. a 4
EMBEDMENT
2 1/2" MIN.
1/2" MIN EDGE DIST.
EDGE DISTANCE
OUTSWING
MASONRY/CONCRETE INSTALLATION
I I
EXTERIOR
APPROVED SEALANT JAMB DETAIL OUTSWING
BY OTHERS 2X BUCKANOOD FRAMING INSTALLATION
SIDELITE JAMB SHOWN, HINGE AND STRIKE
JAMBS AND HEAD SIMILAR
1/4" MAX.
4 SHIM 1X BUCK BY OTHERS,
2 1/2" MIN.
g
1X BUCK TO BE
EDGE DIST. PROPERLY SECURED
9.4
3/16" TAPCON
APPROVED SEALANT
BY OTHERS
MASONRY/CONCRETE
BY OTHERS
EXTERIOR
1 1/4" MIN. JAMB DETAILOUTSWING EMBEDMENT
1
1/4" MIN. I MASONRY/CONCRETE INSTALLATION EMBEDMENT
SIDELITE JAMB SHOWN, HINGE AND STRIKE JAMBS
AND HEAD SIMILAR SIGNED:
1110912016 2P1
OOSTAAE DOOR39 (WEST \\\\NC
S
t9!I LJoROUTEt1X
SUGARCREEK,
OH 44681 `\J•.GENS 9Lp 20GA
STEEL IS OR OS DOOR W/ AND W/ OUT = *• p,-6 51 14"
SIDELITES AND TRANSOM u OUTSWING
INSTALLATION DETAILS TATOF DRAWN: DWG
NO. REV :cz o ID JH NTS
DATE 03/17/09 08 s007
80F 10 DIHEET8 S/NAl1ENG\11
2" MIN
EDGE DISTANCE 10 WOOD 2X BUCK/WOOD FRAMING
SCREW BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
1 3/8" MIN.
EMBEDMENT
a
1/4" MAX.
SHIM
APPROVED
SEALANT
BY OTHERS
6 X 1" WOOD SCREW
LOCATED 2" FROM EACH
EXTERIOR
INTERIOR CORNER AND 12" MAX D.C. THEREAFTER
TRANSOM DETAIL
INSWING/OUTSWING
2X BUCK/WOOD FRAMING INSTALLATION
HEAD SHOWN JAMBS SIMILAR
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
2 1/2" MIN. 3/16" TAPCON
EDGE DIST.
MASONRY/CONCRETE
BY OTHERS
1 1/4" MIN.
a
4,
a
a
EMBEDMENT a a IX BUCK BY OTHERS,
4 a IX BUCK TO BE
7- I
PROPERLY SECURED
E
1/4" MAX.
SHIM
INTERIOR
6 X 1" WOOD SCREW
APPROVED SEALANT LOCATED 2" FROM EACH
BY OTHERS EXTERIOR CORNER AND 12" MAX O.C.
THEREAFTER
TRANSOM DETAIL
INSWING/OUTSWING
MASONRY/CONCRETE INSTALLATION
HEAD SHOWN JAMBS SIMILAR
SIGNED: 1110912016
PROVIADOORINC IICIO///i 10STATE392WESTSUGARCREEK, OH
44681 J\s OENSF9`P 0 51
20GA STEELISOROSDOORW/ AND W/ OUT 14" SIDELITES
AND TRANSOM INSTALLATION & GLAZING
DETAILS a= TATE OF ; t iC :°lORtDP;•
icss/pNAl1EaG\
DRAWN: DWG
N0. REV JE 08
08 D 5007 DATENTS03/17/09 9 OF 10
1 3/16"
1/8" TEMP
1/8" TEMP
EXTERIOR SUPER SPACER
GLAZING TAPE GLAZING TAPE
HOTMELT BUTYL
DOW 995
3/4" BITE BACK BEDDING
INTERIOR
10 X 1 3/4" SCREW
6 1/2" FROM EACH END AND
8 1/2" MAX O.C. THEREAFTER
GLAZING DETAIL A
O.A.
1/8" TEMP fri 1/8" TEMP
EXTERIOR INTERIOR
BUTYL GLAZING
COMPOUND
POLYPROPOLEN
LITE FRAME BY
TRINITY
20GA. STEEL
PANEL
17GA. STEEL
EDGE
GLAZING DETAIL C
nnno OAAICI
O.A.
1/8" TEMP
1/8" TEMPrT
EXTERIOR INTERIOR
BUTYL GLAZING
COMPOUND
24GA. STEEL
POLYPROPOLEN PANEL
LITE FRAME BY
TRINITY
WOOD EDGE
GLAZING DETAIL B
c — arc DAAICI
1" O.A.
1/8" TEMP 1/8" TEMP
INTERIOR
6 X 1" WOOD SCREW
EXTERIOR
LOCATED 2" FROM EACH
CORNER AND 12" MAX O.C.
SEALANT
THEREAFTER
X
WOOD GLASS STOP
FOAM GLAZING J \- SETTING
TAPE GLAZING DETAIL D BLOCK
TRANSOM
PANEL OPTION 1 PANEL OPTION 2
W-CHANNEL
FIBERGLASS
PANEL OPTION 3
SIGNED: 1110912016
PROVIA
0 STATE
DOORI 39
NC
21WEST
SUGARCREEK, OH
44681 `w•GENS Qs 20GA STEEL
IS OR OS DOOR W/ AND W/ OUT _ *- 0"K51 14" SIDELITES
AND TRANSOM — (^- INSTALLATION & GLAZING
DETAILS STATcE OF ; DRAWN: DWG
N0, REV D cAH
NTSDATE03/17/09 08 500ET00
OF
10
REQUIRED INSPECTION SEQUENCE
BP# IAM l 7- 73 79 Address:
BUILDING PERMIT
Min maxi Ins ection 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
If 97) Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
IT
II Min 1Max I Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
t r
Y3
y.Vt ^y1,i .li '+.i '*,, 'Sxt .:sY`x..e T'r `I+
R.avjti'..5•}''..i!Sva fl • t;l ,wi uJ``F:Lil':.3.:« FAYW.] ' 'C
Min Max Ins ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
16 ECHANICAL IPEIZMIT
Min 1Max
Mechanical Roug
Mechanical Final
II min 1Max I Inspection Description
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014