105 Pamala Ct 17-1332; DOORS00, Pic 1V
V1.0 MAI 2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
B 00
Documented Construction Value: $ QC3
Job Address: ?azW /dL Ck- Historic District: Yes No R
Parcel ID: 33- /Q- 30- 172 Residential a Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: L216 &yam kywTitle: ay6 h Phone:
el07- ll,74- QeCV Fax: ZIP7- Zq60-736'4, Email: r t.. v. JAOr- WAI 1
Property
Owner Information Name
DItln l Cd X Phone: VP7 7l2_" -7 3 Street: _
Resident of property? City,
State Zi_ /= Contractor
Information Name
Noehy lYi 'S ,EloG Phone: 4107- 1ij& - oaD Street:
Fax: qp7•- 69g4, -73tSYf City,
State Zip: ;:0/yb4,f '4 r1_ . State License No.: C _ ioW Z% 99 Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. 00 FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application'jq
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
manakogement 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 [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent 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
4,r&dz:y :--7-17
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
LESLIE A. TISCHLER
MY COMMISSION # GG 039221
Contractor/Agent is o4i ph' ,4 Ry Adlkenvriters
Produced ID T
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
New Construction: Electric - # of Am
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Occupancy Use:
Min. Occupancy Load:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: '3F 5'" t1
Revised: June 30, 2015 Permit Application
5/7/2017 SCPA Parcel View: 33-19-30-512-0000-0260
Property Record Card
Parcel: 33-19-30-512-0000-0260
Owner: WILLCOX E DIANE
Property Address: 105 PAMALA CT SANFORD, FL 32771
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1
Depreciated Bldg Value $101 555 $95 707
Depreciated EXFTValue
Land Value (Market) $23,500 $23,500
Land Value Ag
Just/MarketValue"
ry$
125,055 119 207
Portability Adj
Save Our Homes Adj $0 $0
Amendment 1 Adj $0 $0
Assessed Value $125,055 $119207
Tax Amount without SOH: $2,390.00
2016 Tax Bill Amount $2,390.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Hell)
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
i LOT 26
PAMALA OAKS
PB 47 PG 46
Taxes
Taxing Authority Assessment Value I Exem t Values Taxablep Value
County General Fund 125,055 0 125,055 3
Schools 125,055 0 125,055
City Sanford
I ................ ..........
125,055 0 125,055
SJWM(Saint Johns Water Management) 125,055 0 125,055
County Bonds 125,055 : 0 125 055
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 10/1/2015 08846 E 1773 80,000 - Yes Improved
QUIT CLAIM DEED 1/1/2008 06957 0097 100 No Improved
3 WARRANTYDEED 6/1/2006 06311 0022 69,900 No Improved
WARRANTY DEED
i...
10/1/2004 05488 1355 147,100 Yes Improved i
WARRANTY DEED 8/1/2001 04189 i 1072 88 800 Yes Improved
j
SPECIAL WARRANTY DEED 8/1/1996 031 t9 0571 76400 Yes Improved
WARRANTY DEED 6/1/1996 03 103 0206 36,000 '., No Vacant
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value i
LOT 0.00 0.00 : 1 23 500.00 23 500 j
hftp://parceldetail.scpafl.org/Parce[Detailinfo.aspx?PID=33193051200000260 1/2
I hereby name and appoint:
LIMITED POWER OF ATTORNEY
w
Decker Doors, Inc.
Print Name of Appointee)
Company Name of Appointee)
to be my lawful attorney -in -fact to act for me in applying to
Government commercial / Residential Permitting for a permit enabling work to be performed at the location
below — described and to sign my name and do all things necessary to this appointment:
3 3 Section
Township
3 O Range
15 \2 Subdivision
C b o0 o Block
d a 0 C, Lot
S. 5 SE q c' 1 C1a--\ - (Project Address) 7`
o.'C\Q CO?e (Owner of Property) esS ! , . (
Owner of Address) Signed:
certified
contractor signature) Date:
Certified
Contractor: Daniel T. Decker printed
name) Contractor
License #: CBC 1250499 State
of Florida County
of Orange Sworn
to and subscribed before me this 29 day of April by Daniel
T. Decker (name of person Xknowledged) who is personally known to me. Notary
Pubrc Commission
expires FORM
power of attorney/042501/dv ELIZABETH
COOK MY
COMMISSION 0 GG 061531 r
EXPIRES: January 10, 2021 Bonded
Thru Notary Public Underwriters
REQUIRED INSPECTION SEQUENCE
H.F# 1-1-
BUILDING PERMIT
Min Max Ins ection Descni 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
Drvwall / 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)
Address: Ind Pfi,&KkvA
ELECI'RICNL PE R T - - -
Min Max I[nS ection Desert tion
Electric Underground
Footer / Slab Steel Bond "
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
7 77""yyr.^(pp+//r«udy 5pr+, 4?VF1l ; I
a :aa.w" a Yr',«` ,,,"c^N' n.eiWMl ':d' tt' •' `j.i r.,. Y L sk•':IR$
3 ';.
Max )Ind etCtIl®n Descri tionMin
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL ]PE:blb IT
Min Max lns action Descri Lion
Mechanical Rough
Mechanical Final
Min 110Max
Gas Undc
Gas Roug
Gas Final
RIEVISED: June 2014
GPIco K s de n c
N
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o Opening will meet 35 PSF +/- requirement
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Florida Building Code Online https://www.floridabuiIding.org/pr/pr—app_dti.aspx?param=wGE...
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4
It I x j °•y BCIS Home Log In i User Registration Hot Topics Submit Surcharge '; Stats & Facts Publications FBC Staff BCIS Site Ma Links i Searchit+7 p
Busines s
P'' Product Approval
roryfe sspioy % i1 r, aUSER: Public User
N9!ILR',11JN9fIAly.14AlARlIIeM PrpQuct Apprgy_aJ Menu > Prgdu4t or_Appli4.atig n-Seagt > Application List > Application Detail
M.
YYiiiiflti l't tl'ii7iYYi
r § ;
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
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
Date Submitted
r`
JELD-WEN
3737 Lakeport Blvd
Klamath Fails, OR 97601
800) 535-3936
fbcl@jeld-wen.com
Kaede McLaughlin
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute,
Standard
ASTM E330
ASTM E331
Method 1 Option A
01/13/2015
Year
2002
2000
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 .._..- ---- ------ ----
FL # Model Number or Name Description
i...................... .._................................. .......................... ..... .................... .................._;........................
14111.1 Finishield/Gladiator j 9'-2" x 6'-9", Glazed Steel Wood Edge Inswing Door with
I_.....__........._ Sidelite......._.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14111 R2 C CAC NI010117 01-R3 Ddf
j Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date
I Impact Resistant: No 08/31/2020
Design Pressure: +35/-35 I Installation Instructions
Other: i FL14111 R2 II 3W062010-odf
Verified By: National Accreditation & Management
Institute
j Created by Independent Third Party:
Evaluation Reports
FL14111 R2 AE PER3313.odf
Created by Independent Third Party: Yes
14111.z Finishield/Gladiator i 12'-5" x 6'-10", Glazed Steel Wood Edge Inswing and
Outswing Door with Sidelites
i-..._...._..._.................._....._............................_........i....................................................... .............
Limits Useof Certification Agency Certificate
Approved for use in HVHZ: No i FL14111 R2 C CAC NIO11065.01-R1 NI011065-R2.gdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/-35 I Installation Instructions
Other: FL14111 R2 II 3W132012FL Rl.odf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
i Evaluation Reports
j FL14111 R2 AE PER3315.1)df
Created by Independent Third Party: Yes
j 14111.3 Finishield/Gladiator — 12' S" x 6' 10", Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ: No FL1411.1_R2_C CAC NI01.1065 _01=R1 NI011065=RZ.-P j
Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/ 35
I Other:
Installation Instructions
FL..141.1.1.__R2;,11..._J W_1220...1.2F1.;,R 1.,_pc]f
Verified By: Hermes F. Norero, PE 73778
it Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R2_AE_PER3.316.,.pclf
Created by Independent Third Party: Yes
Bid INext
Contact Uc
The State of Florida is an AA/EEO employer
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:
W] MOAN eCrrl ram.
socuritym yrn 7s:
OEM
2 of 2 6/29/20 15 4:20 PM
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 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:
JE1-,D-WEN, inc..
3737 l..,akeport Blvd.
Klamath Falls, OR. 97601.
Prepared by:
Hermes F. Norero, 11.E.
Florida Professional Engineer # 73778
Date: 11 / 11 /2014
0. ryC OP: •'v:
Contents: i FO' ..........' 6''
Evaluation Report Pages 1 — 4 '0 S,/ONA1- E
Digitally signed by Hermes F. Norero, P.E. '//111111%%
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 Droptr't
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 1ELD-WEN inc.
based on Method 1a 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
A Perfect Solution in Every Drop
Date: 11/11/2014ReportNo: 3316
Certificate of Authorization: 29578
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
Positive 35 PSF
Inswing
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
JELD-WEN DOOR
INSTALLATION DETAILS
FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE
2S GA. OPAQUE W/ FULL LITE SIDELITES
UP TO 12'-0" X 6'-8"
OUTSWING/INSWING
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (LB.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 T. 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-SUPPORT/DOCUMENTS/
INS TALLATION-INSTRUCT/ONS
FLORIDA APPROVED SHUTTERS
ARE NEEDED WHEN IMPACT PROTECTION
IS REQUIRED.
6. FOR DESIGN PRESSURE RATINGS,
SEE TABLE 1, SHEET 1.
7. ALL FASTENERS IN WOOD SHALL
BE COUNTERSUNK 3/16" DEEP.
EXAMPLE: 3/16"---
g
NON -IMPACT LITE
SEE SHT. #2
37 1 /2" MAX. O.A.
FRAME TYP.
1
WyW
LU2 1171'P.
Z Z LL ,
N Q
10 TY
Z O 1
O—X
ACTIVE
FIXED
1 OPAQUE FULL LITE
3-0 X 6-8 ELEVATION
SINGLE (X) & (0)
1/2" MAX,
AME TYP.
149" MAX. FRAME
74" MAX.
FRAMED.L.O.
SHT.#2
O
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ACTIV INACTIVE FIXED 6-
0 X 6-8 ELEVATION DOUBLE (
OX) 12-
0 X 6-8 ELEVATION DOUBLE
DOOR W/ FULL 3-0 SIDELITES (OXXO) TABLE
1 DESIGN
PRESSURE RATING: SIZE
QUALIFIES: OPAQUE ACTIVE PANELS WITH NON -IMPACT GLASS SIDELITES 5 MAX.
PANEL WIDTH a 35 314" 6-8 TALL SYSTEMS: XX) (
XXO) (OXXO) (X) (OX) (XO) (OXO) OUTSWING
POSITIVE 35 NEGATIVE
35 INSWING
POSITIVE 35 NEGATIVE
35 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
1x 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 AS 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
LENGTH NOTE:
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 i OVERHANG
i [0 ZRATIO
i
wiwK
OO Oa75"
MAX. FRAME-1 I^-112 1/2" MAX. FRAME r
ACTIVE
t
l 1 1 0
ACTIVE
FIXED
FIXED 6-
0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION DOUBLE (
XO) TRIPLE (OXO) i--
74" MAX. FRAME 0
El R
eH/\ 1
6-0 X 6-8 ELEVATIC ACTIVE
INAC7IVE DOUBLE (
XX) 1nnul
F.
A(O AFR/
J9 RFAfIY Digitally
signed by Hermes F. Norero, P.E. Reason:
I am approving this document 398 EV BEACH'38 Date:
2014.11.24 14:24:45-05'00' E CER 4. 0. 2 FBPECER OHIALiTH. O. 29578 w
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2012 saw: NONE o•
w G.
LUBBECKE ac. er: S.
SAFFELL wl W 122012FL
sHeer
1 or
7
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.
z
1'
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
f
1 3/4" 1' MAX.
1
3/4" AIRSPACE
3/8" MIN. GLASS
13/8" L BITE
DETAIL B2
ODL NON -IMPACT GLAZING DETAIL
MAX. D.L.O: 21" X 63"
1" MIN. 1" MIN. —
a
1 1/2" MIN.
EMB.
va•'
MAX.
SHIM
SEE NOTE #7 INTERIOR
ON SHEET 1
OUTSWING OPERATI
VERTICAL CROSS S
HEAD JAMB
4 1" MIN.V MIN. 4 1 `J
ONTERIOREXTERIOR1 ' 1 1/2"MIN.
2 /
v SEE NOTE #7
EMB. /// ON SHEET 1
1 — 1 1 1/2" MIN.
EMBED.
1/4" 1"MIN
1 4 4
1!8" MAX.
I-
1" MIN / EXTERIOR
SHIM OUTSWING OPERATING UNIT INTERIOR
EXTERIOR SEE NOTE #7 INTERIOR
EXTERIOR
VERTICAL CROSS SECTION
ON SHEET 1 ENDURA FOS4566A SILL
1 1/2" MIN
EMBED.
VG UNIT OUTSWING FIXED UNIT
CTION VERTICAL CROSS SECTION
1 4 4
SILICONE AT HEAD JAMB INTERIOR Ll EXTERIOR
2 1" MIN
2
OUTSWING FIXED UNIT
I SEE NOTE 47
ON SHEET 1
1- MIN
INTERIOR
1' MIN. j
FIXED UNIT
EXTERIOR
HORIZONTAL CROSS SECTION
OUTSWING SHOWN
HINGE DETAIL: I \
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) 1 1/2" MIN.
CENTER = 8 SCREWS (ITEM #8) EMBED. 1" MIN
BOTTOM = 6 SCREWS (ITEM #8) 1" MIN —
22XO OUTSWING OPERATING UNIT
6 3 VERTICAL CROSS SECTION
OPTIONAL AFCO A-117 SILL
No
EXTERIOR
1" MIN. L
INTERIORL7-)
71711" MIN.
SEE NOTE #7-
1 4 1 ON SHEET 1
1 /4" MAX.
SHIM
1 1/2" MIN.
EMBED.
OUTSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
VERTICAL CROSS SECTION
SILICONE AT SILL
NOTES:
O FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND
1" MIN.Q EDGE DISTANCE ARE ACHIEVED.
ITEM #6, (#9 X 2 112") 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. ` S IF 02 ii
1/4" MAX. I
SHIM 7$'_.
r
1 1/2" MINL EliEMBED..
TLOF,iI$l[1
OUTSWING HINGE JAMB AT FRAME - 398 ^ a,A BEAU HG .133
HORIZONTAL
CROSS SECTION DAI 1 B EII.rc 919b4 FBPE
CERr 109IAUTJ4 0.2957
1" M
E-
1" MIN.
1" MIN. 1" MIN. 1" MIN. 1" MIN.
CONCRETE/
MASONRY
BY OTHERS TVP.
SEE NOTE #7
ON SHEET 1 1 1/4"
1
1 1/4"
i"
1 i/4"
1" MIN. -- INTERIOR MIN.
EMB.
MIN. 1" MIN
MIN
1 MIN'
INTERIOR
EMBED EMBED
S EXTERIOR EXTERIOR
1 5 1 1/4" MIN.
5 3 jam/ 5 3EMBEDjj/ y
2 I CONCRETE/ —
CONCRETE/
f
11/4 MIN I
MASONRY i I EMBED
BMASONRYRS
BY OTHERS T T
I
1/4"
MAXTYPICAL1/4• 114" jj // MIN 1" MIN — —1 V MIN 1" MIN INTERIOR
EXTERIOR
MAX. EXTERIOR MAX.
SHIM
SHIM SHIM EXTERIOR
OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
SEE NOTE #7
VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7 OUTSWING OPERATING UNIT
ON SHEET 1 INTERIOR ENDURA F064566A SILL SILICONE AT SILL ON SHEET 1 VERTICAL CROSS SECTION
SEE NOTE #7 INTERIOR 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 1/4" MIN. HINGE DETAIL: 5 3
TOP = 6 SCREWS (ITEM #8), 2-SCREWS (ITEM #6) EMBED
CONCRETELY OTHERS
3 1
1"MIN \
CENTER = 8 SCREWS (ITEM #8) . , BY OTHERS
V MIN.
BOTTOM = 8 SCREWS (ITEM #8)
8
OL \\ INTERIOR 4JC1 1' MIN 1 MIN
8 — ^
I
1" MIN, I 5 \. On m rn N N
1"MIN. 2X \ OUTSWING OPERATING UNIT 4\ a p
1" MIN \\\
I VERTICAL CROSS SECTION 1" MIN. \ a - m
SEEINOTE #7
OPTIONAL AFCO A-117 SILL
i
FIXED UNIT ON SHEET 1
HORIZONTAL CROSS SECTION E o m
OUTSWING SHOWN
2 6 2X /
1" MIN. \\
BEE ITEM #7 M Y d w
5 2
1" MIN.
I
ON SHEET 1
1/4" MAX. z
i 2 7 2X SHIM O
EXTERIOR MIN. EMBED w 2 NQ \ 1 1/4" MIN.
I
OUTSWING OPERATING UNIT GEMBEDHORIZONTALCROSSSECTION W z H w
1" MIN. 1 OPTIONAL 1X BUCK
O Ip w z
1" MIN P \ / 1" MIN
1" MIN. 5 2 EXTERIOR o O 3 o Z
ID INTERIOR
1" MIN.
1" MIN. \\\
SEE NOTE #7 /
1" MIN.
1" ON SHEET 1 5MIN.
1" MIN.
I
v
I a SEE NOTE 97
ON SHEET 1
MAX.
5 i" MIN.
11/4" MAX.
SHIM
11/4"MIN . SHIM 1 1/4" MIN. 1" MIN.
EMBED.
EMBED.
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
1/4" MAX
SHIM
Za°
j'
NOTES:
4OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
CONCRETE/ 1 1/2" MINo INTERIOR
MASONRY EMBED
h
BY OTHERS i Rk
2DITEM #6, (#9 X 2 112") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
OPTIONAL 398 "yY
L
AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
MASONRY/CONCRETE INSTALL
CROSS SECTION OF HEAD JAMB OR SIDE JAMB
FBPE CERL
1" MIN. 1"4N. 4 1
2
1" MIN.
2
1 1/2" MIN. 1 1/2" MIN.
EMS. EMR
1/4"
MAX. I 1/4"
SHIM 1/8" MAX.
SHIM
SEE NOTE #7 EXTERIOR INTERIOR SEE NOTE #7
ON SHEET 1 ON SHEET 1
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
HEAD JAMB
1 1/2" MIN. Vd' MAX.
EMBED. I SHIM
SEE NOTE #7
ON SHEET 1
1" MIN /
i
EXTERIOR
t" MIN. /
INTERIOR
FIXED UNIT
HORIZONTAL CROSS SECTION
INSWING SHOWN
1" MIN.
INTERIOR
INSWING FIXED UNIT
VERTICAL CROSS SECTION
HEAD JAMB
HINGE DETAIL:
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
CENTER = 8 SCREWS (ITEM #8)
BOTTOM =.8 SCREWS (ITEM #8)
W 2X l C
EXTERIOR I n ., I INTERIOR EXTERIOR I _ _ I INTERIOR
1 1/2" MIN. 2 1 1/2" MIN.
EMBED. EMBED.
II
1" MIN 1" MIN --{
1"MIN —I MIN
INSWING OPERATING UNIT INSWING OPERATING UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
ENDURA HF14565 SILL EXTERIOR INTERIOR
ENDURA ZAIL4565
1 1/2" MIN.
EMBED.
1" MIN
1" MIN
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
AFCO A-276 SILL
EXTERIOR I I, I INTERIOR
7 Q2 1 1 2
11M MIN.
2X \
y
INTERIOR EMBED.
1
I11"MIN
I- 1" MIN --
MIN. 1" MIN. 2Q INSWING FIXED UNIT
EXTERIOR
VERTICAL CROSS SECTION
NOTES: ENDURA ZAIL4565 WITH Z-60 SEAT
FOR PLACEMENT OF ITW TAPCON ANCHORS IN
1" MIN. j
2X BUCK OR 1X BUCK CONCRETE/MASONRY
1" MIN.
OPENINGS, SEE SHEET
5 F C
4 i
SEE NOTE #7
ON SHEET 1
OPTIONALLY, ANCHOR CAN BE PLACED IN
NARROW SECTION OF HEAD OR JAMB
1/4" MAX.
AS7711.
1 1/2" MIN.
EMBED.
1/4" MAX
SHIM SHIM
1 1/2" MIN.
EMBED.
q 1 LONG AS MINIMUM EMBEDMENT AND EDGEAtDISTANCEAREACHIEVED.
ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE
J-"-
T
S) INSTALLED IN TOP HINGE AT JOB SITE, R•.I4-f•I4a
INSWING LATCH JAMB AT FRAME CLOSEST TO WEATHERSTRIP.
INSWING HINGE JAMB AT FRAME
X
398 BEACH,
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ®AT SILL, PLACE ANCHOR IN SILL DA %1W4
BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CERi'jOIf1AU-0
BY OTHERSBY OTHERS 1'MIN. 1-MIN.
1" MIN. 1' MIN. 1' MIN. 1" MIN. CONCRETE/MASONRY
1` MIN.
1' MIN. 1' MIN.
BY OTHERS
1 114' MIN. 1" MIN.
1114" aj 5 B EXTERIOR INTERIOR 9 EXTERIOR INTERIOR
EMB.
MIN. 1-MIN MMIN.
EMBED
1'MIN.
fEMBED
1 1".MIN. EMBED / 1 1/4' EMB MIN. EDL T
2 r-• 2 CONCRETEI 3
MASONRY
BY
OTHERS 114'
1'
MIN 1" MIN —1 I1
F-
1' MIN 1' MIN —I 4'
INTERIOR
1/
4• MAX. INSWING OPERATING UNIT INSWING OPERATING UNIT SHIM EXTERIOR MAX.
INTERIOR SHIM VERTICAL CROSS SECTION VERTICAL CROSS SECTION SHIM
EXTERIOR SEE NOTE #7 EXTERIOR INTERIOR
ENDURA
HF14565 SILL AFCO A-276 SILL SEE NOTE #7 INSWING
OPERATING UNIT SEE
NOTE #7 INSWING OPERATING ON
SHEET 1 UNIT
INSWING FIXED UNIT ON SHEET 1 VERTICAL CROSS SECTION ON
SHEET 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION OPTIONAL
1X BUCK HEADJAMB
HEADJAMB 1
1/4" MIN. EMBED.
2 EXTERIOR
INTERIORMRTEROR INTERIOR 3/
4'
MAX. 1 1/4'MIN. 1 1/4' MI SHIM
INTERIOR EMBED EMBED 1'
MIN HINGE DETAIL: E I' MIN. TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM 6) CENTER
EXTERIOR
8
SCREWS (ITEM #8) BOTTOM =
8 SCREWS (ITEM #8) 1^
MIN 1'MIN1 MIN 1-MIN ZM oINSWING
OPERATING UNIT INSWING FIXED UNIT o M o a
8
1'
MIN. 8
VERTICAL CROSS SECTION VERTICAL CROSS SECTION o 2X
ENDURA
ZAIL4565 ENDURA ZAIL4565 WITH Z-60 SEAT n Xy
SEE
NOTE #7 O w
N ON
SHEETI I CONCRETE/MASONRY 3 1 hj
FIXED
UNIT x rvl E co HORIZONTAL
CROSS SECTION BY OTHERS S M 4 n LL INSWING
SHOWN INTERIOR 2
6 X/ I 2
1
2 7 2X 1`MIN. n
O z
E
1'
MINA 1
INTERIOR EXTERIOR w w N 1
1/4- MIN. e•.
ate.'.
Ow 1' MIN. 1'
MIN. EMBED
I 1' MIN. w
Z Q
O C 3: 3O
Z
1'
MIN. 4. 1
EXTERIOR /
4
1" MIN. T
11
MIN. 2
1 SEE
ITEM #7 ON
SHEET 1 I_
p
p w g
O 0
O 0 O=
OV TERIOR
iii 1/
4' MAX. w O 0 z Z1'
MIN. v' SHIM
O-' = 1OOZ O1
114' A 3 w1"
MIN. SEE
NOT SEE %/ VON.
1" MIN. ILL MIN. EMBED INSWING
OPERATING UNIT N
O 7 X ON $
1"
MIN. L w "
1" MIN. ( SHEET 1 HORIZONTAL CROSS SECTION F o -„h' v4^
MAX. OPTIONAL
1X BUCK o w 5
1/
4` MAX' SHIM I"
1 1/4' MIN. SEE
NOTE #7 ON
SHEET 1 Ci
it
Z
3
1
114MIN. SHIM _ . EMBED. EMBED.
1'
MIN. ( \ INSWING LATCH
JAMB AT FRAME V MIN. ° \\ INSWING HINGE
JAMB AT FRAME HORIZONTAL CROSS SECTION HORIZONTAL CROSS
SECTION I 1/
4' MAX. NOTES: I'--
SHIM
OPTIONALLY, ANCHOR
CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/ 1 1/2` MIN. 4 INTERIOR
EMBEDMENT
AND
EDGE DISTANCE ARE ACHIEVED. MASONRv EMBED 2 ITEM #
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 CROSS SECTION
OF HEAD JAMB OR SIDE JAMB EAT SILL,
PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
z (7Z
Z) z
0-
ww22
x LL LL
X
vo
M
m
r-3" TYP.
NOTE:
SHIM FOR SUPPORT AT OR NEAR
EACH ANCHOR IS REOUIRED .
3" TYP.
LL
149" MAX. O.A. FRAME
C7 C7
3" TYP.—I 1
1
I II
1
17
I I
8
I
1
A7
0 X 0
I
D7
I
I LL D7 I
12-0 X 6-8 OUTSWING/INSWING
46) ANCHOR LOCATIONS
74MAX. O.A. FRAME I
3" P. 1 3" TYP.-{ j
Z
i3
C7
C7 I
a
jw
iL
LL
13
lTI
X
i
D7
D7 1
I I
I 09
6-
0 X 6-8 OUTSWING/INSWING 30)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) FROM
EDGE OF FRAME) 75" MAX FRAME a 112
1/2" MAX FRAME
IL
TYP. -{
N >-
Io
I
1 A7
1
I
1
A7
PANEL
CENTER 0
I
I
X
I
I
0
9-
0 X 6-8 OUTSWING/INSWING 3
TYP. 3"
TYP. 0 —
ZZ Z
I
1
v
O O
c- A7 ww
22PANEL
CENTTLR L
LLLLX
0 4
5 1
0
M F i
5 - o
co co6-
0 X F-A nI ITSWINC,/INRWIN(, 26)
ANCHOR LOCATIONS FROM
EDGE OF FRAM) 34)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) 2-#
8X3"PFH SCREW
0
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 37
1/2" MAX. O.
A. FRAME a
a 3"
TYP. 1
OX r
I
i
3-
0 X 6-8 OUTSWING/INSWII 18)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) 6"
3"
TYP. I_-
3" TYP. 1
0
X L
a
5 DETAIL
A7 6)
ANCHOR LOCATIONS AT MULL 6"
TYP. 6"
TYP. 3"
TY FTYP. 1 x
It X I
I
4
5 DETAIL
137 10)
ANCHOR LOCATIONS AT
ASTRAGAL