166 Golfside Cir 17-111; doorCITY OF SANFORD
G'
BUILDING & FIRE PREVENTION
r
PERMIT APPLICATION
o- g 1017
Application Na: {/
v
Documented Construction Value: S qb7. _
Job Address: G-a «'s<Ac . C l-rr Historic District: Yes No LJ
Parcel ID: 0tJ- 7 ,3n_ S-13- 0D,0D - 0051) Residential Ez/ Commercial
Type of Work: New Addition El Alteration Repair Demo Change of Use Move
Description of Work: Ryn)ou=r-r4,i r_lODp- ahbL- we 6Q1 Y
Plan Review Contact Person: baq bt4jyi/ 'Title: QfYws by n.'L-
Phone: qo,2- !,j 1p- 0g3 D Fag: Z/07- 1191o, - 735'4! Email: c) Q dODr'S (Q) oo . C I
Property Owner Information
Name yllmam.el rAarc( Phone: 40R- logx- 747q
Street: i&& GoJI4fid Cir. Resident of property? : y
City, State Zip: ,,SM . fiL . 232-?71
Contractor Information
Name Lilr Phone: D7- 6,1- OR 30
Street: aL% ,5 C.& Fag: 41D7- ze/10 735xi
City, State Zip: dl 1' l/1LYS, )L. 32-7i78 State License No.: CC3G
Arch itectlEngineer Information
Name: f, Phone:
Street: Fag: _
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 maybe 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 ofthe 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 tirge the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, _
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
q-17
Signature of o for/Agent Date
r 1 7- D c
Print Contractor/Agent's Name
Signature of Notary -State of Flotlida Date
Z • OEBBIE BLANTON
MY COMMISSION # Fr 17Fii48
fie EXPIRES: February 25, 2019
F c ti •' Bonded Thru %tan• Public Underwnters
Contrac
b erson y nown to Me or
Produced ID 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: D UTILITIES:
ENGINEERING:
COMMENTS:
1._
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: IF l - t 2- 1'7
Revised: June 30, 2015 Permit Application
SCKAParcel View: 04'20'3O'5|3'O000'005O Propeily
Record Card m=°/.
0+20-30-513*000-0050 Owner:
pnITcHAnoasrH^wvLuvwuwM Property
Address: /esnm nu u. zm1 mm_ Parcel Information
Value Summary Values Values
Valuation Method
Cost/Market Cost/Market Number of
Buildings 1 1 Subdivision Name
MAYFAIR CLUB PH I Tax District
SI-SANFORD lue DOR Use
Code 01 -SINGLE FAMILY Land Value Ag 00 Seminole
County
GIS pvrtomm A |
Save Our
Homes xdj mo _ mo ! Amendment `*: so '
P&Gm4 $
0 $0 | Assessed Value
s xm *e r nmmmoumwithout SOH: $
2,996.95 2016 Tax
Bill Amount Tax Estimator
Save Our
Homes Savings: $0.00 Does NOT
INCLUDE Non /wValorem Assessments Legal Description LOT
mAYFmCLUB PH
1
paoupoorxo _'...... Taxes Exempt Values
Taxable
Value
moAumom' __________________^*v^m Schoolsw,v` 25,
0" w29.801 City Sanford 154,80
m50,000 m04,80 omvm(oaimJohns Water Management)
154,80/ s50,00 oo*v a, 1 o1
m vn1w*^o1 r u_______-____-___—__'_________e_______a u______
mm*vm | Sales v*Desc"vn Date'
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Page Amount o"«______
u
v____ 7s1nm,5_ 500 eo. NoImprovedWARRANTYDEED11xo00204673 .0936
wmm xs nm. um Units Method Frontage pmn
o Depth _____]_____ ]p" nValueLor__-'.__-___-______'--_'_-____-___-_-""______-____.i Building Information Is
Bed/Bath
count incorrect?
Click Here. Description '~~~~ ilt w oo~ pmmm
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aam
Base Area Total SF Living SF smmmo iA me nem me Appendages/ movs u^m SINGLE\a
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m ,vm CB/STUCCO e m, w*o Description Area pmwu, FINISH ........... of 1/7/
2017 8:
46 AM
2017-01-06 16:20 0264EX 4073331117 4073331117 >> 407 696 7356 P 1/1
Page 5 of 10 NO. H0264-26$82
Home Improv,
Fb7r 44_4 PLEASE
Important additional information regarding Customer's r
Scone: This "Agreement' consists of this page, the fol
Supplement if applicable, and any drawings or Change Ord
between the Customer identified on the Invoice and Th
Agreement shall be performed by a licensed and insured thi
perform architectural or engineering services, nor does it ma
Depot and its Authorized Service Provider will perform install
Payment Schedule: Payment is required immediately as follows
Payment: $ 4n7 4p
Sales Tax: $ 0 on
Total Amount of Sale: $ 90740
Any interest payments or other finance charges will be determine
Home Depot is NOT a party, and will be in addition to Customer's
conditions of the cardholder or loan agreement, as applicable. No
however, Authorized Service Provider may collect Customers pay
Apticl ated Pellver /Installation Schedule
Delivery Date: TRn
ent Agreement
SAD THIS
hts may be contained in an attached State Supplement
Ning General Terms and Conditions, the Invoice, the State
s expressly made a part of this Agreement, The Agreement is
Home Depot. Any installation services provided under this
party Authorized Service Provider. The Home Depot does not
structural changes to dwellings or other structures. The Home
ion services in accordance with applicable law.
Due in full Immediately.
If applicable.
Includes all applicable discounts, rebates, and
taxes. Excludes finance charges.'
by Customer's separate cardholder or loan agreement, to which The
Wment under this Agreement. Customer is subject to the terms and
Inds should be made payable to Authorized Service Provider,
ent(s) made payable to The Home Depot -
Finish Date:
Acceptance and Authorization: Customer authorizes Thel Home Depot to order and arrange for the delivery of all goods
and services included on the Invoice. Customer further lagrees and understands that this Agreement is the entire
agreement between Customer and The Home Depot with regard to said goods and services and supersedes all priordiscussionsandagreements, either oral or written reiatin to said goods and services. This Agreement can not be
assigned or amended except by a writing signed by Custorr>jer and The Home Depot. Customer acknowledges and agrees
that Customer has read, understands, voluntarily accepts tho terms of and is entitled to and has received a complete copy
of this Agreement at the time Customer signs the Agreement. Installation Professional's license number and permittinginformationmayneedtobeprovidedlaterandassuchtHisinformationmaybeomittedatthetimethisAgreementis
signed.
Electronic Signature: The parties to the Agreement agtee that the digital signatures of the parties included in this
Agreement are intended to authenticate this writing and to h1ve the same force and effect as the use of manual signatures.
Customer acknowledges that he or she is the person named on The Home Depot contract number identified on the point ofsaledevice, I
CANCELLATION: CUSTOMER MAY CANCEI THIS AGREEMENT WITHOUT PENALTY OR
OBLIGATION BY DELIVERING WRITTEN NOTI E TO THE HOME DEPOT BY MIDNIGHT ON THE
THIRD BUSINESS DAY AFTER SIGNING T IS AGREEMENT. THE STATE SUPPLEMENT
ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY
LAW IN CUSTOMER'S STATE. Under such circumstances, Customers payment(s) will be returned within ten (10)
business days after The Home Depot's receipt stomeel ngtt' e.
Accopted by: I X11
Authorized Service Provider's Full Business/Trade Name, Address and
License No. or No(s)., as applicable:
License No(s).
AUthorl2ed Service Provider's Tel. No.
01 /06/2017
Date
x
Associate's/Authorized Service Provider's Full Signature
vale
Associate: Please print your salesperson's license number, if applicable.
I
Horne Depot U.S-A. Inc.. 2455 Paces Ferry I oad, N w., eloq e.3, AUanta, Georgia 30339
I
I
I
Page 5 of 10 NO. H0264-26882 Customer Copy
3/2011
TRANSMISSION VERIFICATION REPORT
TIME 12/31/2016 17:08
NAME DECKER DOORS
FAX 407-696-7356
TEL 407-696-0830
SER.# BROJ2J401547
DATE DIME 12/31 17:07
FAX NO./NAME BILL KANIA
DURATION 00:01:43
PAGE(S) 06
RESULT OK
MODE STANDARD
m
llo( svl slc t? Ct -
6,1*7 POcd , FL • 3 Z`7 7 3
Re
v Z C CJ -
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i
Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE...
a
BC IS Home Log InUser Registration Hot Topics Submit Surcharge ; slats & Facts Publications i FBC Stag BCIS Site Map Links ? Search
Businesr s1
Professional•._i Product Approval
B USER: Publi[ User
Regulation
iL1118iiYiLi4Y 7Yllt
PEM"_C ARUroval Mend > D_hg-, n M > Application Detail
FL # FL14111-R2
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 P?
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard) Standard Year
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/13/2015
1 of 2 6/29/2015 4:20 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE...
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved 01/21/2015
Summary of Products
f-.......... —. -----._.._....
FL # Model, Number or Name Description
14111.1 Finishield/Gladiator 9'-2" x 6-9", Glazed Steel Wood Edge Inswing Door with
Sidelite
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL14111 R2 C CAC N1010117 01-R3 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/31/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111 R2 II JW062010.Ddf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL14111 R2 AE PER3313.Ddf
r.._.._._._..._......_._..._....._...._...................._.........._...........__._.....__..._...__...._.._._....._.._..-.__.......
Created by Independent Third Party: Yes
I
14111.2 F ishield/Gladiator 112'-5" x 6-10", Glazed Steel Wood Edge Inswing and
I Outswing Door with Sidelites
Limits of Use
1
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14111 R2 C CAC NI011065.01-R1 NI011065-R2 odf
Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111 R2 II JW132012FL Rl.odf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R2 AE PER3315.Ddf
Created by Independent Third Party: Yes
14111.3 Finishield/Gladiator 12'-5" x 6-10", Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14111 R2 C CAC NI011065.01-R1 N1011065-R2pdf
Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111_R2_I1 JW.1.Z. 2a LR1,.p.dF
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R2 AE_PER_31,¢,Rdf
Created by Independent Third Party: Yes i
Badc Next
Contact U
The State of Florida is an AA/EEO employer
Under Florida law, email addresses are public records. if you do not want your a-mal address released in response to a public -records request, do not send electronic
mall 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:
ZC 1 0
Credit fAFE
2 of 2 6/29/2015 4:20 PM
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
w A Perfect Solution in Every Drop
Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Finishield/Gladiator Steel Door, Wood Edge
25 Ga. Opaque w/ Full Lite Sidelites
Up to 12'-0" x 6'-8"
Outswing/Inswing
for
Florida Product Approval
Report No. 331.6
Current Florida Building Code
Method: 1— A (Certification Method)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Finishield/Gladiator Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 149" X 81. 75" (Maximum)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 9760.1.
Prepared by:
Bermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 11 /11 /2014
7 '
00
Contents: F .....••'•.
Evaluation Report Pages 1 — 4 'Iis`S/0NAL
Digitally signed by Hermes F. Norero, P.E. ''*'/ft Itt%%"
Reason: I am approving this document Hermes F. Norero, P.E.
Date: 2014.11.24 14:26:00-05'00' Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Exterior Door Assemblies
Date: 11/11/2014
Report No: 3316
Compliance Method: State Product Approval Method (1)(a)
Product Name: Finishield/Gladiator Steel Door, Wood Edge
149" X 81.75" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc.
based on Method la of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW122012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778)
for specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing JW122012FL require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW122012FL for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Date: 11/11/2014ReportNo: 3316
Certificate of Authorization: 29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute, Inc. (FBC Organization #QUA1789).
Performance Standards: The product described herein has been tested per:
Referenced Data:
ASTM E283-04
ASTM E330-02
ASTM E331-00
AAMA 1304-02
1. Product Testing performed by National Certified Testing Laboratory, Inc.
FBC Organization # TST1589)
Report #: NCTL-210-3804-1, Report Date: 03/01/2012
Report #: NCTL-210-3804-2, Report Date: 03/01/2012
Report #: NCTL-210-3801-1, Report Date: 02/03/2012
2. Product Testing performed by National Certified Testing Laboratory, Inc.
FBC Organization # TST9341)
Report #: SJW2010-146, Report Date: 08/16/2010
3. Product Certification
National Accreditation and Management Institute
FBC Organization #: CER1773)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
Date: 11/11/2014APerfectSolutioninEveryDrop
Certificate of Authorization: 29578
Report No: 3316
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW122012FL) for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
X, OXO, XX, XXO, OXXO
Positive 35 PSF
Outswing
Negative 35 PSF
Inswing
Positive 35 PSF
Negative 35 PSF
Product has not been rated for water infiltration. If authority having jurisdiction
requires that product meets this requirement, product shall be used when
installed at location protected by overhang such that overhang (OH) ratio = OH
length/OH height is 1.0.
Installation Anchor Layout:
Refer to sheet 7 of 7 of Installation Instructions, JW122012FL, for anchor spacing and more details of
the installation requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
IELD-WEN DOOR
INSTALLATION DETAILS
FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE
25 GA. OPAQUE W/ FULL LTTE SIDELITES
UP TO 12'-0" X 6'-8"
OUTSWING/INSWING
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO ASTM E283-04, E330-02, E331-00 AND AAMA 1304-02.
2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER.
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT
INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN
DOCUMENT #JII106 (PREHUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN
WEBSITE: JELD-WEN.COM/PRODUCT-SUPPORT7DOCUMENTS7
INSTALLATION -INSTRUCTIONS L 149" MAX FRAME
E>FLORIDA APPROVED SHUTTERS
37 1/2" MAX.
FRAME TYP.
ARE NEEDED WHEN IMPACT PROTECTION
IS REQUIRED.
6. FOR DESIGN PRESSURE RATINGS,
SEE TABLE 1, SHEET 1.
7. ALL FASTENERS IN WOOD SHALL n e w Ci
m
BE COUNTERSUNK 3/16" DEEP. m w O
EXAMPLE: 3/16"---{ z (7
Z LL
N
Z O
O — X w
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NON -IMPACT LITE
SEE SHT. #2-
37 1/2" MAX. O.A.
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ACTNE
FIXED
OPAQUE FULL LITE
3-0 X 6-8 ELEVATION
SINGLE (X) & (0)
ID.
L.O.
74" MAX. FRAME--
2rSHT. #
q1_1111
Ili;mul
ill" I ' 12-
0 X 6-8 ELEVATION DOUBLE
DOOR W/ FULL 3-0 SIDELITES (OXXO) SIZE
QUALIFIES: OPAQUE ACTIVE PANELS WITH NON -IMPACT PANEL
WIDTH = 35 314^ 6-8 TALL SYSTEMS: XX) (
XXO) (OXXO) (X) (OX) (XO) i
POSITIVE a INSWING
I POSITIVE COMPONENT
LIST ITEM
DESCRIPTION MATERIAL CITY. 1
NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2
2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3
tx WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4
10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5
3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6
9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7
8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ. 8
9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9
1" O.A. IG NON -IMPACT FRAME GLAZED BY ODL Polypropylene 1 OR 2 10
KWIKSET LOCK SERIES 400 STEEL 1 11
KWIKSET DEADBOLT SERIES 660 STEEL 1 OVERHANG
I_
1 LENGTH NOTE:
PRODUCT HAS NOT BEEN RATED FOR WATER
INFILTRATION. IF AUTHORITY HAVING JURISDICTION
REQUIRES THAT PRODUCT MEETS THIS
REQUIREMENT, PRODUCT SHALL BE USED m m WHEN
INSTALLED AT LOCATION PROTECTED BY OVERHANG
SUCH THAT OVERHANG (OH) RATIO = u n OH
LENGTH + OH HEIGHT IS Z 1.0 0, OVERHANG
i Z O v
RATIO =
77]]
X o m LL
00
o
4a
75"
MAX. FRAME—1 I-75" MAX. FRAME-1 1 112 1l2" MAX. FRAME ---I O
Z r
ACTIVE
FIX
ED 6-
0 X 6-8 ELEVATION DOUBLE (
OX) ACTNE
FIXED
6-
0 X 6-8 ELEVATION DOUBLE(
XO) it
l ILL Ll
ACTNE
FIXED
Rfl
FIXED
9-
0 X 6-8 ELEVATION TRIPLE (
OXO) 74'
MAX. FRAME-1 0
ACTNE
INACTIVE f1
Digitally
signed by Hermes F. Norero, P.E. Reason:
I am approving this document 398 Date:
2014.11.24 14:24:4S-05'00' IFBP u F
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2/20/2012 1"' NONE
G.LUBBECKE
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M
A[ J1338
3W122012FL 1 « 7
ll0.29578
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
APPLY DAP ALEX PLUS SILICONE
6- #8 X 2" OR EQUIV. BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
r
z
VE
DETAIL A2
6) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
ODL LIP-LITE NON -IMPACT
3-0 X 6-8 SHOWN
INTERIOR 1/8' TEMPERED
9
SIDE GLASS
7I _A__L
1 3/4" I'MAX.
1
3/4" AIRSPACE
318" MIN. GLASS
13/8" L BITE
DETAIL B2
ODL NON -IMPACT GLAZING DETAIL
MAX. D.L.O: 21" X 63"
1" MIN. 1.
1 1/2" MIN.
EMB.
1/II4'
MAX.
SHIM
SEE NOTE #7 INTERIOR
ON SHEET 1
L 4 fL1J 1" MIN. 1" MIN. 4 1 ``
INTERIOR EXTERIOR
2 2
1 1MIN. 2
EMBSEE
NOTE #
7 ON SHEET
1 1 _ 1
1 1/2" MIN. EMBED. T
1/
4"
1 4
4 1"MIN
EXTERIOR MAX.
I1"
MIN --
SHIM OUTSWING
OPERATING UNIT INTERIOR EXTERIOR SEE
NOTE #7 INTERIOR EXTERIOR VERTICAL
CROSS
SECTION ON SHEET
1 ENDURA FOB4566A SILL 1 1
1/
2" MIN EMBED. VG
UN17
OUTSWING FIXED UNIT r-v--f1 RTICAL CROSS
SECTION VERTICAL CROSS SECTION HEAD JAMB
SILICONE AT HEAD JAMB 2 1
4 t
1 1/
2" MIN. EMBED. SHIM
SEE NOTE #
7 ON SHEET
1 INTERIOR 1'
MIN.
FIXED UNIT
EXTERIOR HORIZONTAL
CROSS
SECTION OUTSWING SHOWN
INTERIOR I
I EXTERIOR —1" MIN 2 2
1" MIN OUTSWING FIXED
UNIT VERTICAL CROSS
SECTION SILICONE AT
SILL HINGE DETAIL:
J c \ TOP = 6
SCREWS (ITEM #8), 2 SCREWS (ITEM #6) 1 1/2" MIN. CENTER = 8
SCREWS (ITEM #8) EMBED. 1" MIN BOTTOM = 8
SCREWS (ITEM #8) 1" MIN — 8 O
2X
OUTSWING OPERATING
UNIT 6 3
VERTICAL CROSS SECTION v OPTIONAL
AFCO A-117 SILL I EXTERIOR ,
1"
MIN.
L INTERIOR
1 1"
MIN.
T SEE
NOTE #7- I 4
1 ON SHEET 1 l/4"
MAX. 1 1/
2" MIN. SHIM EMBED.
OUTSWING
LATCH
JAMB AT FRAME HORIZONTAL CROSS
SECTION i NOTES:
FOR
PLACEMENT
OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X SUCK
CONCRETE/MASONRY OPENINGS, SEE SHEET 4. OPTIONALLV, ANCHOR
CAN BE PLACED IN NARROW SECTION OF HEAD
OR JAMB AS LONG AS MINIMUM EMBEDMENT AND 1" MIN.
Qp EDGE DISTANCE ARE ACHIEVED. ITEM #6, (#
9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT
JOB SITE, CLOSEST TO WEATHERSTRIP. AT SILL,
PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
1" MIN.
c4 Ai.. F. 1/4"
MAX. SHIM 1
1/
2" MIN. EMBED. OUTSWING
HINGE
JAMB AT FRAME HORIZONTAL CROSS
SECTION
CONCRETE/
1' MIN. 1" MIN.
1" MIN. 1" MIN. 1' MIN. V MIN. SEE NOTE
1
1MASONRYONSHEET111/
BY OTHERS TYP. 1' 1" MIN. INTERIOR MIN. 1' MIN. 1
1 114" 1 1 1/4" EMB.
MIN.
kl'
MIN.
MIN.
1• MIN.
Jr INTERIOR EXTERIOR
EMBED EMBED
EXTERIOR
7-7 1 1/4' MIN. % %/
5
5
EMBED 5 3 %% %% / 5 3
2 2
CONCRETE/ - 3EJL
MASONRY
CONCRETE/ 1 1/4" MIN •• BY OTHERS %% %%%1
MASONRY EMBED ' ' 1/4'
BY OTHERS II I I I
TYPICAL %% %/%% %T % % %%% %%% ~ 1' MIN 1' MIN —1 1' MIN 1" MIN —'i MAX.
INTERIOR
114'
EXTERIOR
1/4' / SHIM EXTERIOR
MAXMAX' OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7 OUTSWING OPERATING UNIT
SEE NOTE #7 ENDURA FOS4566A SILL SILICONE AT SILL ON SHEET 1 VERTICAL CROSS SECTION
INTERIOR
ON SHEET 1 INTERIOR
SEE NOTE #7
OPTIONAL 1X BUCK
ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
1 1/4" MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION
EMBED. HEAD JAMB HEAD JAMB
1/4"MAX.
INTERIOR EXTERIOR
SHIM EXTERIOR 1 1/4' MIN. HINGE DETAIL: 5 3
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
EMBED
CENTER = 8 SCREWS (ITEM #8)
CONCRETE/MASONRY
BY HERS
3
1' MIN BOTTOM = 8 SCREWS (ITEM #8) -
1"MIN. .
INTERIOR I O \ 8X p
I IINi
i_1 8
I— 1' MIN 1' MIN
1' MIN.
5 p m a N N
N\ (((\\\ 1' MIN. 2X OUTSWING OPERATING UNIT t • 0 O
N\\ \
I VERTICAL CROSS SECTION 11' MIN. \ = m
OPTIONAL AFCO A-117 SILL Q ' LL P
LSEE NOTE #7 \ O
FIXED UNIT ON SHEET 1 /
G w
HORIZONTAL CROSS SECTION /
1' MIN. \ S M S 0 AlAl
OUTSWING SHOWN
2 6 2X \\ SEE ITEM #7
5 1" MIN. ON SHEET 1
1/4' MAX. z
2 7 2X SHIM O
1 1/4" ta 0 G
O / EXTERIOR 1 1MIN. I
MIN.
EMBED OUTSWINGOPERATING
UNIT II-- 2 ` EMM
BED HORIZONTAL LCROSS SECTION wQ Z z w OPTIONAL1XBUCK00NtzOt1"
MIN. f.- W O ryIyy 1'
MIN. I $ 2 EXTERIOR p 0 3 5 n 1'
MIN. t. X. j2 MIN. 1"
MIN. I V
INTERIOR
1'
MIN. 1'
MIN. \\\ 1' MIN. a\ SEE
NOTE #7J 1'
MIN. ON SHEET 1 5 1
1MIN.
SEE NOTE #
7 ON SHEET
1 5 tld•
MAX.
I I MIN. ..\\ SHIM 1l4'
MAX. \\\
II 1 1l4" MIN. SHIM —i•
1 1/4" MINT- EMBED. EMBED. OUTSWING
HINGE
JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1/4'MAX r ; HORIZONTAL CROSS
SECTION HORIZONTAL CROSS SECTION SHIM NOTES: ANCHOR
CAN
BE PLACED IN SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND
EDGE CM,gSONRYJ 1 1/
2" MIN. 4 INTERIOR
S^
DISTANCE
AREACHIEVEDOPTIONALLY. EMBED q J-
7(,• 2DITEM #6, (#
9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE. CLOSEST TO WEATHERSTRIP. BY OTHERS
OPTIONAL MASONRY/
CONCRETE INSTALL 398 E*TJ FDAT SILL,
PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMB OR SIDE JAMB VA FBPE CER
1' MIN. 1N. 4 1 1" IN. 1' MIN. 4 1
2 1 i EXTERIOR INTERIOR EXTERIOR INTERIOR
2
1 1/2' MIN.
2
1 1/2" MIN.
1 4 4
EMB.
1
EMS. 1 4 4
1
21/4"1 1/2" MIN. 1 1/2" MIN.
MAX. 114" EMBED. EMBED.
SHIM 1/8" MAX.
SEE NOTE #7 EXTERIOR INTERIOR
SHIM
SEE NOTE #7
EXTERIOR
INTERIOR
I
1" MIN I I-- 1' MIN
ON SHEET 1 ON SHEET 1 1" MIN —II 1-MIN
INSWING OPERATING UNIT INSWING OPERATING UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
INSWING OPERATING UNIT INSWING FIXED UNIT ENDURA HF14565 SILL
EXTERIOR INTERIOR
ENDURA ZAIL4565
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEADJAMB HEADJAMB
1 4 4
2 1
4 1
1 1/2' MIN. 1l4' MAX. SHIM L
2EMBED.
SEE NOTE #7 HINGE DETAIL: 1 1/2" MIN.
ON SHEET 1 TOP = 6 SCREWS (ITEM 98), 2 SCREWS (ITEM #6)
EMBED.
1' IN CENTER = 8 SCREWS (ITEM 48) i \ BOTTOM = 8 SCREWS (ITEM #8) 1' MIN o ?
i/ EXTERIOR 8
O X
1" MIN
INSWING OPERATING UNIT
p
6 9
r Mw. VERTICAL CROSS SECTION a
8 2X AFCO A-276 SILL c
j 4X
i
INTERIOR
EXTERIOR INTERIOR
FIXED UNIT
1 4 4
HORIZONTAL CROSS SECTION
INSWING SHOWN
z
L
7 2 1 1 2 1 1/2" MIN.
2
p N2X
INTERIOR EMBED. w w z
O o05
T II— 1" MIN
1' MIN --{
O
0 3 1 010
1' MIN.Q
o O \
W WOMIN. \ INSWING FIXED UNIT 5 X
EXTERIOR
VERTICAL CROSS SECTION
NOTES: ENDURA ZAIL4565 WITH Z-60 SEAT
LO a,
w F 60 4
FOR PLACEMENT OF ITW TAPCON ANCHORS IN
to
6 p
1" MIN. \
S
1' MIN
2X BUCK OR 1X BUCK CONCRETE/MASONRY
OPENINGS, SEE SHEET 6 F. Q''i
SEE NOTE #7
ES
OPTIONALLY, ANCHORT
I 4 1 ON SHEET 1
CAN BE PLACED IN Q- _
NARROW 'i• '•r•'pO r 2 /20/i
1/4" MAX 1/4' MAX. I 4 1
SECTION OF HEAD OR JAMB AS •:
LONG AS MINIMUM EMBEDMENT AND EDGE / = % NONE
SHIM DISTANCE ARE ACHIEVED. ' $--;'' SHIM
1 1/2" MIN. oa m:G.LU
EMBED.
1 1/2' MIN.
EMBED. 3 ITEM #6, (#9 X 2 1/2') TWO SCREWS TO BE EiA , j m: S.SA
INSTALLED IN TOP HINGE AT JOB SITE, r9
INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME
CLOSEST TO WEATHERSTRIP.
398 E!'.q^a,Ag BEACH .Tt338
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION AT SILL, PLACE ANCHOR IN SILL DA jL9 1RRISBb4
W 122U
BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CERT./OINNIAU0.29578 — 5
CONCRETE/MASONRY
1' MIN, 1- MIN.
BY OTHERS
1' MIN. V MIN. I' MIN. 1- MIN. CONCRETEIMASONRV
I"MIN.
I. MIN. I' MIN.
BY OTHERS 7 1/4• MIN. 11' MIN. E>
I i/4' Qj 1 IN' MIN. 3 EXTERIOR INTERIOR
3
XTERIQR
INTERIOR
EMB.
MIN. 1' MIN.
EMBED
1' MIN.
IEMBED11l4' MIN.
EMBEDjEMBED;_:
1 1/4' MIN.
i `-;
2 T 2 4
CONCRETE/
3
I MASONRY
BY OTHERS
1• MIN 1' MIN 1' MIN 1' MIN ( MAX.
INTERIOR
1/4• %/ IN"%% MAX. INSWING OPERATING UNIT INSWING OPERATING UNIT SHIM EXTERIOR
MAX. INTERIOR SHIM VERTICAL CROSS SECTION VERTICAL CROSS SECTION
SHIM PRIOR SEE NOTE M7 EXTERIOR INTERIOR
ENDURA HF14565 SILL AFCO A-276 SILL SEE NOTE #7
INSWING OPERATING UNIT
ON SHEET 1 ON SHEET 1 VERTICAL CROSS SECTIONSEENOTE #7 INSWING OPERATING UNIT INSWING FIXED UNIT
OPTfONAL 1X BUCKONSHEET1VERTICALCROSSSECTIONVERTICALCROSSSECTION
HEAD JAMB HEADJAMB
1 IW MIN.
EXTERIOR INTERIOR EXTERIOR
5 3
INTERIOR
EMBED. 2
5 3
1/4• MAX.
SHIM INTERIOR
1 1/4'MIN. 1 1/4MIN.
EMBED EMBED
1' MIN. HINGE DETAIL:
X I- MIN. TOP = 6 SCREWS (ITEM 98), 2 SCREWS (ITEM 6)
CENTER =8 SCREWS(ITEM fib) I— I -MIN I -MIN II' 1'MIN 1•MIN r
y EXTERIOR BOTTOM = 8 SCREWS (ITEM #8) 0 v$ M oINSWINGOPERATINGUNITINSWINGFIXEDUNIT0mrnN
VERTICAL CROSS SECTION
8X
VERTICAL CROSS SECTION 1: C)\ 1' MIN ENDURA ZAIL4565 ENDURA ZAIL4565 W17H Z-60
SEATwSEE7HORtZONTAL2X
OTE#7
XED UNITON
SHEET 1
CONCRETE/MASONRV 3 1
14
CROSS SECTION
BY OTHERS
SINGSHOWN
INTERIOR
2 6 X
2 1 2 % 2X
V MIN.
z
7 LJ
INTERIOR EXTERIOR
N
00 Z
1'
1 1/4' MIN.
1'MIN.
EMBED
1'MIN.\OO?ZSEE
l7
bR-M.
IN
EXTERKK2
MIN.
1
MIN.
2
ITEM #7
ON SHEET1 g 0\ O1'
TERIORSHIM Z
1' MIN. : Oi
Z
T
1• MIN. 1' MIN. MIN' EMBED N 7 X LJ
JEENOTE #7 %
1' MIN.
INSWING OPERATING UNIT w d ° z
1' MIN. ON SHEET 1 $ HORIZONTAL CROSS SECTION LL w
1
114, MAX I OPTIONAL 1X BUCK
Z
SHIM114' MAX. I 1 1W MIN.
SEE NOTE #7
ON SHEET 1 ii 11 „•
1 1/4' MIN. SHIM —
EMBED. I, MIN. \
EMBED.
e
INSWING LATCH JAMB AT FRAME 1' MIN. N.
INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION
HORIZONTAL CROSS SECTION
4' MAX.
NOTES:
I- SHIM
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/ 1 I2• MIN-
4
INTERIOR
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MASONRY -""EMBED
BY OTHERS OPTIONAL MA CONCRETE INSTALL
ITEM #6, (#9 X 2 12•) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
CROSS SECTION OF HEAD JAMB OR SIDE JAMB
T SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
1z0
z
O c
ww
u-LL
M
h
o00co
NOTE:
SHIM FOR SUPPORT AT OR NEAR
EACH ANCHOR IS REQUIRED
3"TYP ,
I
I I I
1
I I 1
A7 I I 13 A7
0
DD77I
I
7 I I a
149"
MAX. O.A. FRAME C7
C7 3"
TYP.I 12-
0 X 6-8 OUTSWING/INSWING 46)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) 112
1/2" MAX FRAME—i{ _ X
1—
I--
3"TYP. 3'TYP. f
v
U z
0 v O usi
3 Z
0wwwQ
X
LL
Q
Q 1 0
CD 1 26)
ANCHOR LOCATIONS 9-
0 X 6-8 OUTSWING/INSWING (FROM EDGE OF FRAM. _ 34)
ANCHOR LOCATIONS ) FROM
EDGE OF FRAME) 2- #
8 X 3" PFH SCREW
1-
BOTTOM ASTRAGAL STRIKE
PLUG 1-
TOP ASTRAGAL STRIKE
PLATE 1- BOTTOM SHOOT DETAIL
C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 OUTSWING
OR INSWING OUTSWING ONLY INSWING ONLY T-
74"
MAX. O 3"
TY C7
37
1/2" MAX. a a FRAME
O.A. FRAME 3"
TYP.{ --3" TYP. ti II1
I
Xp
IC7
a T
TQ B '
a
I
X
I'D7
X
o 0 I
N
F--
f-
D7
6-
0 X 6-8 OUTSWING/INSWING 30)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) 75"
MAX FRAME a 3"
TYP. u' ri 3"TYP.-{ zLq
1 1
T
v_O 0
Z O - A7 ww
PANEL
CENTER ry
X
0 4
5 I
00
o ra6-
0 X 6-8 OUTSWING/INSWING El
18)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) 6-
3"
TYP. I I '
TYP.
0
X 4 "
4 5 DETAIL
A7 6)
ANCHOR LOCATIONS AT MULL 6"
FTYP.
III6" TYP. 3-
I
1 x
X I
4
5 DETAIL
B7 10)
ANCHOR LOCATIONS AT
ASTRAGAL A7
I
I A7
PANEL
CENTER 0
I
I
X
I
I
0
REQUIRED INSPECTION SEQUENCE
BF#
BUILDING PERMIT
Min Max 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
Drvwall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
MOO Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Buildinia (Other)
Address: I&& COLFS,thP
ELECTRICALPERMIT Min
Max InS ection Description Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final PO
SW Min
Max Inspection Descri tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final MECHANICAL
PERMIT Min
Max Ins ection Descril2tion Mechanical
Rough Mechanical
Final Min
Max Inspection Descrilption Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014