HomeMy WebLinkAbout154 Clear Lake Cir 17-384; DOORSj
4P
rECEIVE `
CITY OF SANFORD
BUILDING & FIRE PREVENTION
FEB 8 2017 PERMIT APPLICATION
BY Application No: 3s
Documented Construction Value: S I ;p ,;
Joh Address: \Sy of ae L a Q C, fj MiOnric nistriet- Vec n i\'n R1
Parcel ID: U 1. - C-)O- - cti (C 3— )W- oi1 a Residential ® Commercial
Type of Work: New Addition Alteration® Repair Demo Change of Use Move
Description of Work: REPLACE
Plan Review Contact Person:MEGAN CONSTABLE Title: AGENT
Phone: 352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLC@GMAIL.COM
Property Owner Information
Namc ?Xy 1 tk m ,SgCQr-CA Phone: _ v9 Lio -- (2gOl — `S3 9 R
Street: V;LA Ofta- ,C,P ( Resident of property?: YES
City, State Zip:Sa (v(::
Contractor Information
Name LOWES - PETER A CAFARO Phone:
352-300-3360
Street: PO BOX 781933
Fax: 861-7587
City, State "Lip: ORLANDO, FL 32878
State License No.: CGC1508417
Architect/Engineer Information
Name: N/A
Phone:
Street Fax:
City, St, Zip: E-mail:
Bonding Company:
NIA
Mortgage Lender:
Address: Address:
WARNINC TO OWNER: YOUR FAILUiiF ,ro RECORD A NOTICE OF COMNIENCEt1FNT 11AY RESULT IN YOUR
PAYING TWICF; FOR Itt1PROVEAIFNIS TO YOUR PROPERTY. A NOTICE•. OF CONINIENCEIIENT t11UST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CO3NSULT WITII YOUR I.F.tNDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFC011MF.NCFiNIFNr.
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 perfortned to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, henters, tanks, and air conditioners, etc.
FIIC 105.3 Shall be inscribed with ncc date of upplicalion and the code in effect its nrtbat date: 5" Fdltion (2014) Florida Building Code Q
RcVho: June 30.2015 I•amrt Application
M
O
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 yore 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.
Ua, 011 -711
sgnmme or0%Wff1A®eN oak %1piaruro or m/AVM oak
MEGAN CONS7a LE
Print OwftOApoa'r Nwe print
sips= or Rowy-suit or nw," oats
F OF ••
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07) 398.0153
1-7
CHRISTY M GALAS
My COMMISSION #FF049697
EXPIRES September 29. 2017
Owner/Agent is Personally Known to Me or Contractor/Agent is _g( Persona y nown
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [3 Electrical Mechanical Plumbing Gas[—] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
Now Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No N of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: Z'9' UTILITIES: WASTE WATER:
COMMENTS:
com
ENGINEERING: FIRE: BUILDING:
T\ 1 , a _ _ — — 1 ' \
Revaol: Jum 30.201$ Permh Appl==
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STORE COPY
This Contract provides that all claims y customer or Lowe's will be resolved y BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO
TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customers rights will be determined by
a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE-
VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC-
TION ADJUDICATION found in the Terms and Conditions of this Contract.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES ere applicable
SUB -TOTAL $1332.2
TAX $ 0.0
I ORDER TOTAL 1 $1332.25
BALANCE DUE
Work is to commence upon reasonable availablity of Contractor which is anticipated to be .30 (fill in date).
Estimated completion date is 15 6 &_(fill in date).
NOTICE TO CUSTOMER
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO
PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
Store 1657 Project No. 497826356 for PAULA BRADFORD C Page 3 of 7
IMPROVING HOME IMPROVEMENT
P. O. Box 781993
Orlando, Florida 32878
Phone: (407) 393-9161 Facsimile: (407) 407-393-9151
Limited Power of Attorney
Date: 1 I
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna
Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit
service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and
apply to:
for a rrif permit for work to be performed at:
Lot: Blk: Sec: Dar)- Twp: Rge:
Subdivision -At `
LA
Owner
YtINQ,Parcel orAltkey:Oc P-01b4;cn' a0ool5d
Address of Job: 1 J
Owner of Property:
and to sign
Xdoallgs
necessary to this appointment.
Thank you nce.
Sincerely,
Pe r Anthony Cafaro III
rimary State Qualifier
CGC 1508417
State of Florida
County of Orange
The foregoing instrument w c owledged before me by Peter Anthony Cafaro III, who is personally known to me and
who did not take an oa
Sworn to ands cnbed fore me this day of -t017.
Notary Pu c
My Co missio fires: 09/29/2017 m9ffHRISTYMGALAS [SEAL)
MCOMIvIISSION #FF0426697EPIRESSeptember29,
FloridalloteryService com
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
17-384
Project Location Address
w\LDlnc
SANFORD
154 CLEAR LAKE CIR OCP4R
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildinQ.or4.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
include decimal
1. Exterior Doors
Description
Swinging JELDWEN STEEL 12769.1
Slidin
Sectional
Roll Up EVIEwED FOR CODE COMPLIANCE
Automatic
Other P s EXAMINE
2. Windows
DAT
Sin le Hung
Horizontal Slider
Casement
Double Hung
Fixed A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
AwningFi Al TPA OR SET
Pass Through ASIDE ANY OF THE ROVISIONS OF THE TECHNICAL
Projected eeb0MullionsREOUIRINGACORECTIONOFERRORSINPLANS,
Wind Breaker
Dual Action
Other
June 2014 RECEIVEFEB82017
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofinq Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name MEGAN CONSTABLE
Please Print)
June 2014
Florida Building Code Online Page 1 of 1
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Code Version 2014 FL# 12769.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results - Ap lications
FLg Imm Manufacturer Validated By Status
F 7 - Revision JELD-WEN National Accreditation & Approved
Z FL*: FL12769.1 Management Institute
Historyr Model: Contours Steel, Wood Edge 804) 684-5124
Description: Full Lite, Inswing Door w/ or w/out
Sidelites, 12'-0" x 6'-8"
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/Or the Commission of necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State Of Florida Is an AA/EEO employer. Copvrloht 2007.2013 State of Florida. •: Privacy Statement :: Accessibility Statement .: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mad to this entity. Instead, contact the office by phone Or by traditional mad. If you have any questions, please contact 050.487.1395. '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 d0 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:
RISE] ' c^
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_lst.aspx 2/7/2017
TABLE 1
TOURS PREMIUM STEEL WOOD EDGE
L LITE NON -IMPACT INSWING
UP TO 12'-0" X 6'-S"
GENERAL NOTES
1 THIS PRO
A330-02.
GNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.R.URRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO TAS 20E283-04, E331-00 AND AAMA 1304-02. 2.
1 X AND 2X WOOD BUCKS?THERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE BUCK MATERIAL
MUST HAVE A SP GRAVITY OF 0.55 OR GREATER. 3,
CONCRETE OR MASONRY MUST B CHOREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE
A MINIMUM Fc OF 3000psi OR S
CMU
SHALL CONFORM TO ASTM C90. 4.
PRODUCT ANCHOR TYPES AND SPACINHOWN ON SHEETS 6 & 7 DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM
EDGE OF UNIT FRAME. ANCHOR T TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 5.
THIS DOCUMENT SUPERCEDES OTHER ANCHOR I U INSTRUCTIONS
FOR NON -IMPACT RATED DOORS F IMPORTANT
INSTALLATION INSTRUCTIONS, REFER TO J DOCUMENT
NJI1106 (INSTALLATION INSTRUCTIONS FOR PRE -
HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WESSITE:
JELD-WEN.COM/LEARWRESOURCES/ INSTALLATION &
FINISHING/. FLORIDA
APPROVED SHUTTERS ARE NEEDED WHEN
IMPACT PROTECTION IS REQUIRED. nNTEGRAL
MULL POSTS & DOUBLE43ACK JAMBS w ARE
INTERCHANGEABLE. SEE SHEET 3 FOR m
9
MULLINGINSTRUCTIONS. Z LL 8.
ALL FASTENERS IN WOOD SHALL Ni 0;
BECOUNTERSUNK3/16' DEEP. EXAMPLE:
3/16" J
l
149'
MAX FRAME 111
1/2' MAX. FRAME 37 1/2' MAX. O.
L.OFRAME TYP.
HT. 4—
7)IULL
POST DOUBLE BACK
AMB SURFACE
BOLTS
NOT 7 REQUIRED FOR
APPLICATIONS12-0 X 6-8 ELEVATION NON -IMPACT
LITE REQUIRING OP-55 OR LESS 37 112"
MAX. O.A. SEE SHT.
tR3 DOUBLE DOOR W/ FULL 3-0 SIDELITES FRAME TYP.
L— — 75'
MAX. FRAME r-75- MAX. FRAME r----112 1/2' LUC Aw
m
II
C1
LL
e e zo r
LjACTIVE Lj FIXEDFMO
ACTIVE \ ACTIVE
FIXED I
3-
0 X 6-8 ELEVATION 6-0 X 6-0 (OX) 6-0 X 6-8 XO) SINGLE (X) & (
0) 74' MAX. FRAME i Digitally signed
by Hermes F Norero, P.E. Reason: I
am approving this document a 00 Date:
2013.
02.19 20:03:21-05'00' U) II \ W SHEET
INDEX
0 SHEET #
DESCRIPTION
LL 1 GENERAL
NOTES &O.M. & ELEVATIONS FOR 3-0 PANELS & SMELTTES a 2 ELEVATIONS
FOR 3-0 PANELS AND 1-2 SIDELITES Lj 3 INSWINGBOXMULLINGDETAILS4INSWING
VERTICAL AND HORIZONTAL SECTIONS IN WOOD I 5 INSWING
VERT. AND HORQ. SECTIONS IN MASONRY CONQLETE L INACTIVE ACTIVE 6 ANCHORING
DETAILS 7 ANCHORING
DETAILS DESIGN PRESSURE
RATING: SIZEQUALIFIES: FULL
LITE NON -IMPACT ACTIVE PANELS WITH OR W/O SIDELITES 6 MAX. PANEL
WIDTH = 35 3/4' 6-111TAU SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) XO) (OXO) WITHOUT SURFACE BOLTS:
WITH
SURFACE BOLTS:
SURFACE
BOLTS AND
OOL SMART
FRAME INSWING POSITIVE SS
66 60 NEGATIVE COMPONENT LIST
ITEM
DESCRIPTION MATERIAL
QTY. 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 Ix 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 REO. 8 9 X
3/4' PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1' O.
A. IG NON -IMPACT FRAME BY OOL Polypropylene 1 OR 4 10 KWIKSET LOCK
SERIES 400 STEEL 1 11 KWIKSET DEADBOLT
SERIES 780 STEEL 1 12 1' O.
A. IG NON -IMP. SMART FRAME BY ODL PolypropyleR 1 OR 4 13 314' O.
A. IG NON -IMPACT VENT UNIT BY OOL I Potypropylenel 1 OVERHANG LENGTH F
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 z 1.0 OVERHANG RATIO e /
r
r
FIXED
ACTIVE FIXED
6-
0
X
6-8 (XX) 1 112 10
MAX. FRAME 9-0 X
6 8 (OXO) 9-0 X 6-8 (OC III11l2' MAX. FRAME—
SURFACE BOLTS NOT --
N EOVIREO FOR
APPLICATIONS
REQUIRING DP-W
OR LESS 9-0 X
6-8 OXX OR XXO)
INACTIVE ACTIVE FIXED
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G.LUBBECKE
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105' MAX. FRAME
89 1/2' MAX. FRAME
15 tl2' MAX.
O.L.O. FRAME TYP.
SHT. #3
C'! J
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FI%EO INACTNE ACTIVE
FI%E
89 1/2' MAX. FRAME
74' MAX. FRAME
15 1/2' MAX.
FRAME TYP.
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FI%E
Iyr ULL POST JAMB MULL
K
SURFACE BOLTS NOT
REOUIREO FOR APPLICATIONS ED
REQUIRING OP-55 OR LESS
84 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION
DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX)
M
A m Ol N N
pD0 m LA
Y lL V -+ 53' MAX. FRAME 0 , 15 1/2' MAX. A n A yFRAMETYP.
53' MAX. FRAME 68 112' MAX. FRAME ^ E c x
NON -IMPACT LITE 15 1/2• MAX 15 1/2' MAX 37 1/2• MAX t Mpg I`
SEE SHT. #3 FRAME TYP. FRAME TYP.
0
FRAME r
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ACTVE ACTVE 3 '" FI%E I FI%E I%EO FI%E `' LUj
4-2 X 6-0 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION
DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) ``111111117I7
If 8
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7 * scAm NONE
G.LUBBECKE
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FSPE CER ti 1AUTH. NO.29578 —ET 2 a 7
APPLY DAP ALEX PLUS SILICONE
6- #8 X 2" OR EQUIV. BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
6' MAX.
O.L.O.
I
O
J
ci
m
0
in
9 5/8" MAX. D.L.O.
FIXED ACTIVE
I
I I
I
y
63 63 63 63 d
0
ci a O O
Oa
e in O
C3
Hill I
ODL 1" O.A. NON -IMPACT
1-2 X 6-8 SHOWN
ODL 1" O.A. NON -IMPACT
3-0 X 6-8 SHOWN
y C3
ODL 314" O.A. VENT LITE
NON -IMPACT
INTERIOR 1/8• TEMPERED 1/8' TEMPERED INTERIOR 3/4' O.A.
9 SIDE GLASS GLASS SIDE Irr AIRGAP
12 INTERIOR 1/8• TEMPERED
T T
SIDE, I 1/8' TEMPERED
i rj 1/2' GLASS
1 3/4' I'MAX
1 314. 1- MAX. SITE EXTERIOR
1 L
SIDE
3/4" AIRSPACE 3/4" AIRSPACE
3/8' MIN. GLASS M.MIN. GLASS
13/8' I BITE
1 1/r
a DETAIL 83 DETAIL B3 13
DETAIL C3
ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME
JeeBOXSIDELITEMULLA3NON -IMPACT GLAZING DETAIL 1Mp
MAX. 4 UNITS Q.
EXAMPLE: OXXO, OXO, OX
I
DETAIL A3
6) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
1' MIN.
1/2' MIN.
EM -
1/4•
MAX. /
SHIM /
SEE NOTE #7 J
I
ON SHEET 1
8 X 3' PFH FOR
STRIKE PLATE
EXTERIOR
INSWING OPERATING UNIT
W/ OPTIONAL SURFACE BOLT '
VERTICAL CROSS SECTION
HEAD JAMB
I*MIN
SEE NOTE #7SEE
SHEET 1
EXTERIOR
INTERIOR
FIXED UNIT
INTERIOR HORIZONTAL CROSS SECTIONINSWINGSHOWN
P>1' MIN.
1
f\
1"MI
4
1/4' MAX.
1 1/2' MIN.
I— SHIM
EMBED.
INSWING LATCH JAMB AT FRAME
CROSS SECTIONHORIZONTAL
1' MIN. 1'
1 1/2' MIN.
EMB. ,
114"
MAX.
SHIM
SEE NOTE #7 EXTERIOR
ON SHEET 1
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
HEAD JAMB
INTERIOR
HINGE DETAIL:
TOP = 6 SCREWS (ITEM 98)• 2 SCREWS (ITEM 06)
CENTER = 8 SCREWS (ITEM #8)
BOTTOM = 8 SCREWS (ITEM #8)
61C 3
1' MIN.
1 1/2" MIN.
EMT
I
1/4'
MAX.
SHIM
SEE NOTE #7
ON SHEET 1
OPTIONAL
WOOD % % \
I INSWING FIXED OR
BOTTOM 1 OPERATING UNIT
RAIL \ VERTICAL CROSS SECTION
ENDURA ZAIL4566
1' MIN. 4 1 \\ _
EXTERIOR 1 INTO
11 _ \ ,
1 1/2" MIN.
EMBED.
INTERIOR
INSWING FIXED UNIT >.
VERTICAL CROSS SECTION
HEAD JAMB
OPTIONALWOOD
BOTTOM
RAIL
EXTERIOR
Y
8 X 3' PFH FOR f
STRIKE PLATE I A A
I
1 1/2" MIN.
EMBED.
iiulfl1
INTERIOR
1" MIN
f— 1' MIN —{ 1' MIN (^
4 1" MINIM INSWING OPERATING UNIT
1 NOTES: W/ OPTIONAL SURFACE BOLT
1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN VERTICAL CROSS SECTION
2X BUCK OR 1X BUCK CONCRETE/MASONRY O ltwowA566
OPENINGS. SEE SHEET 5
it
1" MIN. OPTIONALLY. ANCHOR CAN BE PLACED IN
NARROW SECTION OF HEAD OR JAMB AS
I LONG AS MINIMUM EMBEDMENT AND EDGE
1/4' MAX. I DISTANCE ARE ACHIEVED. tk
SHIM
i 1/2' MIN. ITEM #6. (#9 X 2 10) TWO SCREWS TO BE
EMBED.
INSTALLED IN TOP HINGE AT JOB SITE. Fu d
CLOSEST TO WEATHERSTRIP. 398 TE.33INSWINGHINGEJAMBATFRAME
HORIZONTAL CROSS SECTION E> AT SILL, PLACE ANCHOR IN SILL D
1 RV 04
IHMABASEMATERIALFORMAXIMUMSUPPORT. FBPE CE H. NO.2957E
77
T- -
7L-
1
1p•
MAX.
SHIM
SEE NOTE #7
ON SHEET I
1 1/4' MIN
EMBED.
1• MIN
1' MIN
L
1' MIN.
I I
CONCRETEIMASONRY
BY OTHERS
i• MIN.
ICII' MIN.
I4ll-j"
1 1N'
MIN L2EMBED
MAX.
SHIM
INTERIOR SEE NOTE #7
ON SHEET 1
8 X 3• PFH FOR
NG UNIT STRIKE PLATE
MIN.
SEE OTE #7
FIXED UNIT ON SHEET I
DNTAL CROSS SECTION
INSWING SHOWN
1' MI
QJ I
I
MI II
1• MIN.
1114,
MIN.
EMBED
t' MIN.
I' MIN.
I"MIN.
OTHERS
I L /ram• \
1
L , : )
T_ 7
114' % E MAX %/ OPTIONAL
SHIM WOOD \ Y
SEE NOTE N7 EXTERKIR INTERIOR BOTTOM EJRERIORI
INTERIOR ON SHEET 1 RAIL \
INSWING FIXED UNIT 5
VERTICAL CROSS SECTION 11!4• MIN.
HEAD JAMB EMBED
INSWING OPERATING UNIT #8 X 3' PFH FOR
C
I W/ OPTIONAL SURFACE BOLT
STRIKE PLATE _
I
1'MIN 1. MIN
VERTICAL CROSS SECTION
INSWING OPERATING UNIT
HEAD JAMB
VERTICAL CROSS SECTION L-
W/ OPTIONAL SURFACE BOLT 1 1/4• MIN.
ENDURA ZAIL4565 EMBED
HINGE DETAIL:
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
8 CENTER = 8 SCREWS (ITEM #8)
BOTTOM = 8 SCREWS (ITEM #8)
1• MIN.
1 1/4'
MIN. 1• +MINEM
d
V MIN.
1'
o-I I1
MASONRY T
BY OTHERS I
Ira•
MAX. INTERIOR
SHIM
EXTERIOR
SEE NOTE /n
ON SHEET 1 INSWING OPERATING UNIT
VERTICAL CROSS SECTION
OPTIONAL 1X BUCK
oPnoNAL
BOTTOM
rERIORIINTERIOR ( RAIL
3:1_ INSWING FIXED OR
OPERATING UNIT
VERTICAL CROSS SECTION
C ENDURA ZAIL4566
1' MIN MIN
CONCRETE/MASONRY
BY OTHERS
a
INTERIOR
5 0
1' MIN.
1•MINC V Q
EXTERIOR
1 1!4• MIN. I'MIN.`
SEE ITEM 47
EMBEO 1• MIN.
p
I I
ON SHEET 1
I I 1/4' MAX.
5 2
iii llF----- SHIM
1 IN•
1' MIN. MINL_ I.
EMBED
HORIZONTAL CROSS SECTION
INSWING OPERATING UNIT
1• MIN.
a \ -SEE NOTE a7
1• MIN'
1• MIN.
1' MIN. ON SHEET 1 $
j L
1' MIN.OPTIONAL 1X BUCK
5
114• MAX. SEE NOTE Y7
1/4•MAX. SHIM1
1/4' MIN. ON
SHEET 1 1
I/4' MIN. SHIM EMBED.
EMBED.
11 MIN. INSWING
HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME 1• MIN. HORIZONTAL
CROSS SECTION HORIZONTAL CROSS SECTION 1
114' MAX NOTES.
IIF--- SHIM OPTIONALLY,
ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 EMBEDMENT
AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 la• MIN, BY
OTHERS EMBED ITEM
06, (#9 X 2 112•) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE. CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL AT
SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB
a a
1 2 3 4 5
149" MAX. O.A. FRAME ~ 105" MAX. O.A. FRAME
6" TYP. - - 6" TYP. `
O
3" TYP. 1
3" TYP. tO
j
r
4 5
DI71 ID7I I I I ID71 ID7I I
2 3
I I I l
A6 B A6 a 5 Cj 7 Cj
NOTE: W
SHIM FOR SUPPORT AT 9ORNEAREACHANCHOR x / a.dx
IS REQUIRED
tL
X I I I I
I
I I I o I I I I o g
0
I I I I I
M I I I
I I I
I I I I I I I 1
E7 I IE71 I I I E71
12-0 X 6-8 INSWING 8-4 X 6-8 INSWING
60) ANCHOR LOCATIONS (44) ANCHOR LOCATIONS
FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
s• TYP. 9• TYP.
6' TYP.
a 6• TYP.
rr1121/2" MAX FRAME a
a
75" MAX FRAME
3 TYP
P.
1
6" TYP. _ _ 6" TYP.0, [--
6'TYP. _ 6" TYP.
z I I I I ° I I I° o x
I I I
zZ if1I I I 1 I 5
A6 I F I A6 a 5 I A6
a
4
1 I I Ixox 10 oLL DETAILA
1 I I
I I 1
a (
12) ANCHOR LOCATIONS AT MUL
I I I I I I I I ro POST OR DOUBLE -BACK JAMBS
I I I I I I I
I (3-0 SIDELITES ONLY)
rr
L II I II I 11
T
F-,
9-0 X 6-8 INSWING a 6-0 X 6-8 INSWING'-
46) ANCHOR LOCATIONS (32) ANCHOR LOCATIONS . ' • 'pO
FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
37 1/2" MAX. O.A. FRAME
74" MAX. O.A. FRAME 111 1/2" MAX. O.A. FRAME
6"
1 2 3 4 5 (( - 6" TYP. 6" TYP. If
1 _ 6" TYP.
TYP.
1 6" TYP.
a} - I ID7 D7I I D7I D7
I I I I I I I
I w
xLLr I X
WrLL
I
8II A62 X
o2 3XXa:
I 7I77 I
SHIM
FOR SUPPORT AT I xx t1 I I I I I Xa I I I I I I
Xa
OR
NEAR EACH ANCHOR w I '
Q IS
REQUIRED I 1 U ' TE7!1 U 0E7
T Ip OE7E7II3-
0 X 6-8 INSWING — 15)
ANCHOR LOCATIONS a
s 6-
0 X 6-8 INSWING a
s 9-
0 X 6-8 INSWING SIDELITE /
ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15
1/2" MAX.
O.A. 53" MAX. O.A. FRAME FRAME
P.' TYP 3"
TYP. 1
I
aI 1 z
7
4
5 o
I / o
I
X I o
4
5 I 4 5 a
I I I I I Ia
ioZ10.
68
1/2" MAX. O.A. FRAME 3"
TYP. 1-
2 X 6$ SIDELITE 4-2 X 6-8 INSWING 5-4 X 6-8 INSWING 14)
ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS FROM
EDGE OF FRAME) (FROM EDGE OF FRAME) s• TYP. (FROM EDGE OF FRAME) s•
TYP. s• TYP. TYP. T
3• TYP.--I 1 s•
TYP. TYP.
89
1/2" MAX. O.A. FRAME 3"
TYP. 1 6" TYP. 67
I L
ox 'x I
I
IE7
E7I aU _
O
7-2 X 6-8 INSWING 38)
ANCHOR LOCATIONS FROM
EDGE OF FRAME) s•
P I I 1
2- 1/8 X 3" PFH 0
X SCREW
o
1-
BOTTOM SHOOT X
X DETAIL 87 80LT
INSERT PLUG CL
12)
ANCHOR LOCATIONS DETAIL
C7 a
5 1-
TOP ASTRAGAL AT
ASTRAGAL DETAIL D7 STRIKE PLATE 6) ANCHOR LOCATIONS AT MULL DETAIL E7 POST
OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT a
5 (1-
2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL 1111111111
I.
1 a
it
w
d
LELLL
o r
v
ao
t s•
P I I 1
2- 1/8 X 3" PFH 0
X SCREW
o
1-
BOTTOM SHOOT X
X DETAIL 87 80LT
INSERT PLUG CL
12)
ANCHOR LOCATIONS DETAIL
C7 a
5 1-
TOP ASTRAGAL AT
ASTRAGAL DETAIL D7 STRIKE PLATE 6) ANCHOR LOCATIONS AT MULL DETAIL E7 POST
OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT a
5 (1-
2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL 1111111111
I.
1 a
it
w
d
LELLL
o r
v
ao
t
REQUIRED INSPECTION SEQUENCE
BP# 11 - 38L4 Address: EGy C.LS&- LAV-*-
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing - Walls
Sheathing - Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building Other
ELECTRICAL PERMIT
Min I Max I Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Inspection Descriptionin77Max
PlumbingUnderground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Max Inspection DescriptionMin
Gas Underground
Gas Rough
Gas Final
REVISED June 2014