HomeMy WebLinkAbout131 Crown Colony Way (3)Job Address: 1.31
Parcel ID: 3
FEB 9 2016
CITY OF SANFORD
n. UILDING & FIRE PREVENTION
BY
PER`MIIT APPLICATION
Application No: (U cP
Documented Construction Value: $ 12 49 0 1
Wfj C,2c2LO 4' I/V# dhWrZKD 3L771 Historic District: Yes No
Residential Er Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
i—)q S-&S '000a — os'oa
Description of Work:
Plan Review Contact Peprso n:— Title:
oPhone: % `-3 • (/ 3 Fax: Email: &1 d 006 'C • %j i1 o
Property Owner Information
Name guy -rW Phone: t/o7 ' 3 2-Y
Street: /31/eJ0WA eoz9 01,) y t..-VAry Resident of property?
i c 31"41
City, State Zip: 5'--D L `L-7 %
ii' u tntll(x"a rr •
Contractor Information 'INI1101nim- Name
Phone: Street:
ti
City,
State Zip: Name
Street:
City,
St, Zip: , Bonding
Company: Address:
Fax:
State
License No.: Arch
itectlEngineer Information 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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
j h Ql er
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
ANNETTE SCOTT
Notary Public - State of Florida
My ComM. Expires Jan 16, 2018
Commissim i FF 071760
Produced ID
Permits Required:
Type of ID
Construction Type:
Total Sq Ft of Bldg:
or
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Building Electricaix Mechanical Plumbing[]
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2-9-16 -ry"" * UTILITIES:
ENGINEERING: WAtis
Gas Roof
Flood Zone:
of Stories:
Plumbing - # of Fixtures
COMMENTS: M 7on,*^n i SSueS dk 4e% i ncA_-I1
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: t F W 11_ i4
Revised: June 30, 2015 Permit Application
Revision
Response to Comments t t
1
MAR 0 4 NIS
Permit # to — `7 IJ Submittal Date
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Project Address: D 1^U W V1 0 / U v/ '
Contact: I cC
Ph: '4 — Z 0 — / Fax:
Email:
Tra;/
Buis
a compassed in revision:
lding
Plumbing
Electrical
Mechanical-
Life Safety
Waste Water
General description of revision:
conrec--un \J 5U6",
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
I 1' 1 1 I 1 n
CITY OF SANFORD ,
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD,, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-464
Date: February 18, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: TReid006(a,cfl.rr.com
Project Description: Windows in Screen Room
Job Address: 131 Crown Colony Way
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
After review of the original screen room permit issued 6/6/2012, there are no existing window openings
where the new windows will be installed — instead, there are large openings where screen was installed.
Therefore, there is not adequate framing in place (headers, header support studs) for the new windows to be
installed. For new windows to be installed, signed and sealed engineering is required to address the framed
window opening requirements and how they will be constructed to meet 2014 Florida Building Code and
the 139 mph wind speed requirement.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey@sanfordfl.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
1-
J
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tag and social security contributions
h under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
y C\ for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
J
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all, applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning re ulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-110-417-1191 or at www,myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
v L
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
Ilisted below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 13 In/N PC 3-L5D),
I,hLLe_5e c , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature of Owner -Builder
Form of Identification
Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
0.
City of Sanford
Residential Alteration / Addition / Renovation
F D Permit Application Guidelines
All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall include
the following:
PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS
Building Permit Application completed, signed and notarized.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Application must include correct address and complete parcel I.D. number.
Contractor information is required to be included on the permit application (if contractor is applicant).
Applicant must include the name of the designated plan review contact person, their phone number and
either a fax number or email address on the Building Permit Application form.
Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Two (2) copies of all applicable plans and related documentation
Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all
details that apply to the project, and must be legible.
Please see the following pages for construction document submittal guidelines **
Revised: April 2015 Page I of 5 Residential Alter/Add Permit Application Checklist
a
THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING,
AS APPLICABLE:
SITE PLAN / PLOT PLAN
Must indicate the location of the proposed addition.
Two (2) copies are required
BUILDING PLAN — Structural
If any elements of the addition, alteration or renovation involve altering the structure or any structural
elements, the following information must be included and must be signed and sealed by a registered design
professional.
Any alteration or change to an exterior wall is considered structural and requires signed and sealed
engineered plans.
Two (2) copies of construction documents are required.
Construction documents shall indicate code edition being applied
Construction type
Plans to minimum 1/8" scale
Designer information: name, address, registration #, seal and signature on all signed/sealed pages
Page size minimum 22" x 34"
All pages numbered and labeled
Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for risk category II buildings (residential)
Ultimate design wind speed (Vult)
Nominal design wind speed (Vasd)
Risk category
Exposure category
Enclosure classification
Internal pressure coefficient
Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL)
Floor plan must include a layout of the entire home
An existing floor plan and a proposed floor plan must be provided, indicating any structural/non-
structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details.
Must indicate the area that will be altered/renovated
Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.)
Must be legible and to minimum 1/8" scale
Include all applicable span lengths and dimensions, including porches
Revised: April 2015 Page 2 of 5 Residential Alter/Add Permit Application Checklist
ELEVATION (if applicable)
Attic ventilation
Roof pitch
Roofing material
Exterior finish/stucco thickness
Height/bearing elevations
Window and door opening locations
Chimney location/height
ENERGY CALCULATIONS
Required for
Additions / Removing existing insulation and adding new insulation
Converting unconditioned space to conditioned space.
Form 402 or Form 405
FOUNDATION / SLAB
Foundation plan
Filled cells with reinforcement locations
Footer denotation/details
Footers minimum 12" below grade
Interior bearing walls/pads
Porch pads/footers
Brick ledge detail
Slab thickness/steel/fiber mesh
Vapor barrier/termite treatment type
Reinforcing steel over lap
Relieving arch steel at pipe penetrations
All wood minimum 6" above grade
Crawl space ventilation
ELECTRICAL (if applicable)
Please note: any renovation, alteration or addition will require the entire home to be updated with
smoke detectors, located as requiredfor new construction per FBCR R314
Level 1 Alterations will require 10 year, non -removable battery smoke detectors.
Electrical existing floor plan and proposed floor plan for the work area.
Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect.
Service riser diagram (for new service, service rebuilds or upgrades to service size)
Bonding/Grounding
Electrical load calculations
Re -wire of 50% or more of home
Additions, required on existing home to verify service size is sufficient'
GFCI protection
AFCI protection
Tamper resistant outlets
Smoke/CO alarm locations
Revised: April 2015 Page 3 of 5 Residential Alter/Add Permit Application Checklist
MECHANICAL (if applicable)
Equipment location
Anchorage for condenser, engineered to meet wind loads
Protection in garage locations
Clearances at equipment
Structural detail for air handler in attic
Room ventilation
Adding or modifying ductwork requires a duct layout.
Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizes
Exhaust
Bath exhausts size and termination
Dryer exhaust discharge/make up air
Energy calculations with equipment sizing calculations for new HVAC installations
PLUMBING (if applicable)
Plumbing drain, waste and vent schematic for new plumbing installations
Bathroom or Kitchen existing floor plan and proposed floor plan.
FUEL GAS (if applicable)
BTUs each outlet and total BTUs
Pipe type and total length
LP regulator and model type
Combustion air vents
Location of equipment
Venting
Gas Type
Gas Pressure
Gas piping riser
ROOF TRUSS LAY OUT (for new engineered trusses)
Truss I. D. #s
Layout, required on plans and a copy included with truss package
Signed/Sealed truss engineering package
Strapping/fasteners/truss tie -downs
DETAIL SHEETS OR NOTES
Footings
Beam to wall and/or post attachments
Post/column and beam construction
Interior bearing walls
Stairs section
Chimney construction
Dormer construction
Floor framing
Entry construction
Arched windows
Bay windows
Frame to block connections
Knee wall construction
Sky light framing
Top plate splicing requirements
Revised: April 2015 Page 4 of 5 Residential Alter/Add Permit Application Checklist
Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
Veneer
Shear wall locations and construction
Connectors
Fasteners
Roof sheathing & diaphragms
Fasteners
Blocking
Wall and gable sheathing fastening
Gable end, frame and block, vaulted and flat
Conventionally framed roof members
Glass block
Header schedule, including strapping/anchorage and frame supports (bearing walls)
Bearing/non-bearing wall detail
Typical wall section detail, one and two story, block and frame, for all scenarios
Connectors
Anchorage bolts
Materials and assembly
MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
Roofing components
Underlayment
Shingles / Tile / TPO / Rolled
Off -ridge vents
Window and mullion installation instructions
Garage door, sliding glass door and swing door installation instructions
Siding installation instructions
Soffit installation instructions
Glass block installation instructions
Engineered lumber products installation instructions
PRODUCT APPROVAL
Completed Sanford Product Approval specification sheet
Florida Product Approval can be located at www.floridabuilding.org.
Product Approval must be approved under the current code edition
FS 553.842, FAC 61G20-3
These guidelines were compiled to assist the applicant in preparing a residential alteration / addition /
renovation permit application submittal and may not be complete. The applicant is required to meet all city of
Sanford, state, and federal requirements.
Revised: April 2015 Page 5 of 5 Residential Alter/Add Permit Application Checklist
ol 32-
REQUIRED I NSPECTION SEQUENCIE
RPO IL- d/_A/
1BUMdDI,P G IPERMT
Minn Max Unds, eotionn Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Z Sheathing — Walls
ZO Sheathin — Roof
RoofDry In
O Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Iwo Final.Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final'Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile .Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Min Max M ectnonn Desed Bonn
Electric Underground
Footer /-Slab Steel Bond
d Electric 'Rou h
T.U.G.
Pre -Power Final
eo0 Electric Final
min Maas i'In4 ectuonn Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Minn Max Enns ectnonn iIlDescn:n tionn
Mechanical.Rou h
Mechanical Final
Min 1Q'I[ax. CHOMBescenpdom
Gas Underground
Gas Rough
Gas .Final
NOTICE 'OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011624
DATE: 08/08/2013
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
To verify that the "Notice of Product Certification" is valid, please visit k k+•x+.NA\•11C'Crti ficai ion.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN - Builders Aluminum Single Hung
3737 Lakeport Boulevard Window (4100)"
HIamath Falls, OR 97601 w/Flange & Slip -On Nail Fin
Configuration: O/X
Glazing: Monolithic (Annealed) or
Insulating Glass (Annealed)
y Frame: W-1324mm(52.13") H-1829mm(72")
Sash: W-1276mm(50.25") H-921mm(36.25")
SPECIFICATION PRODUCT RATING
TAS 202-94 Design Pressure: 2394 Pa (50 psf)
50 psf) Negative Design PresXMS 9WaterPenetrationResistance Pa (7.5 psf)
Product Tested By:
Report No:
Expiration Date:
National Certified Testing Laboratories
NCTL-210-3656-1
January 31, 2018
Administrator's Signature:
SAS'F0
OFpAu-
4i 16_
64
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
ProduM,Appr6Val
USERfT,16blic"User
Product ,Approval -Menu > Product or Application Search > Application List > Application Detail
FL # FL10970 -R5
Application Type Revision
Code Version' 2014
V
Applicid6n Siitus Approved
Approved by DBPR. Approvals by DBPR shall be
reviewed and ratified by the POC and/or the Commission
if necessary.
Comments
Archived
Product Manuf4cturer 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
lti Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
A
i,W4
800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
T
Category Windows
Subcategory - Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Ut
y
F; Referenced Standard and Year (of Standard) Standard
TAS 202
1
a.. t3.
Equivalence of Product Standards
x Certified By
T
x
Product Approval Method
Date Submitted
Date Validated,
Date Pending FBC Approval
Date Approved
Sum_
Method 1 Option A
04/23/2015
04/24/2015
04/28/2015
Year
1994
FL # Model, Number or Name Description
10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125" x 72"
Insulated Glass (1/8 in - 1/8 out Annealed) or
Single Glaze (3/16 in Annealed)
Limi6.,of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL 10970 R5 C CAC NI011624 36S.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2018
Design Pressure: +50/-50 Installation Instructions
Other: i FL 10970 R5 II DP-
50 52.125x72 Installation Instructions.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL10970 R5 AE PER3032.12df
Created by Independent Third Party: Yes
41" MAX. a == war it Me,
n143/8' FROMCORNERS 1 1/4' O.C. MAX.
d .
MIN.
EMBEDMENT
o--12
O.C.. . _.. _. SHIN
MAX
C. N
MAX. .. SPACE ... _ .. .
n Ly U99 $D-Icow_
v GLAZING DETAIL
TYPICAL VERTICAL
FRAME SECTION
Nt"t t n
MW CORNING
GLAA=Im
I '
r
I GLAZING DETAIL
1
Y
MAX
SHIM
SPACE
1 1/4' MIN.
MASONRY
NCTL 210-3656-1A)
a•
v
d
TYPICAL H RIZ NTAL
FRAME SECTI N
NOTE, Cautk between unit and opening.
I
1/4' MAX
SHIN - •' -:
SPACE.
Max Frame DP IMPACT
WINDOW WIDTH (52ft MAX.)
TYPICAL ELEVATI N WITH FASTENERS
aa
General Notes:
The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted International Building 1. Seal flange / window to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/s' Tapcon fasteners through frame with sufficient length to
Code including the "High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi)
industry standard requirements for the stated conditions. or masonry (Conforms to ASTM C90).
All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed
Minimum nominal glazing: 3/s' monolithic or 1 /8" insulated. and anchored to properly transfer all loads to the structure. The host
Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
An impact protective system is required where wind borne debris the project of installation.
Digitally signed by Hermes F. Norero, P.E.
protection is required by local building code. t t tg s/
4. Fasteners are not required through the sill. Reason: lam approving this document
Maximum sizes are buck / net sizes and do not include firysN Date: 2013.10.24 13:08:16 -04'00'
This schedule addresses only the fasteners required to anchor the product to
achieve the rated design pressure and impact performance (where applicable) up
the size limitations noted. It is not intended as a guide to the installation p
PROJECT ENGINEER: DATE:
02/24/2010toJEL.D-WNSlam
Lakeport Boulevard
Falls, OR 97601
541) 882 - 3451
BY0
Tetzlaff
SCALE:Klamath
NTS
process and does not address the sealing consideration that may anse In different_ 7 D BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionE *' -_
packaged with the window or go to www.jeld-wen.com/resources/installation. - 'o T T
J.
APPROVED BY: Builder's Aluminum (4100) Single Hung
p •• ` Masonry Installation (52.125" x 72.00")
This drawing and its contents are confidential and are not to be reproduced or ` FLonpA ,,vfe _
T/PROJECT No.:
i C f;s. LNG Gcopiedinwholeorinpartorusedordisclosedtoothersexceptasauthorizedbyi
n.D
s` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET
JELD-WEN, Inc.
FBPE oRvs s,e MY44099 Venice Window Division BA41oo_NCTL21a3656 A o1 1 of 5
41J' MAX.
14 3/8'
FROM
CORNERS
O.C. MAX.
1P
12
5/8 '
MAX.
Nnv
30c
3
WINDOW WIDTH (5216' MAX.)- 0
IM a,4•
1/4' MAX
SHIM
SPACE
DOW CORKMvvU99SILICONE
GLAZING DETAIL
TYPICAL VERTICAL
FRAME SECTI N
NDID Caulk between
Wt and opening.
Lw DOW C13RNI G
1199 SILICONE
GLM anc
I
i
GLAZING DETAIL
1/4' MAX
3 SHIM
SPACE
WOOD FRAME
NCTL 210-3656-1A)
Imo\
TYPICAL HORIZONTAL
FRAME SECTI N
NOTE, Caulk between unit and opening.
Max Frame DP IMPACT
52 " x 72" 50/-50 1 N
TYPICAL ELEVATI N WITH FASTENERS IIIU
General Notes:
The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted International Building 1. Seal flange / window to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH or greater fasteners through frame with sufficient length
Code including the "High Velocity Hurricane Zone" (HVHZ) and the to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _
industry standard requirements for the stated conditions. 0.55).
All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed
Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host
Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
An impact protective system is required where wind borne debris the project of installation.
protection is required by local building code.
g s!///
4. Fasteners are not required in the sill.
Maximum sizes are buck / net sizes and do not include firy b
l
This schedule addresses only the fasteners required to anchor the product to
achieve the rated design pressure and impact performance (where applicable) up G/ •• - 'A
PROJECT ENGINEER: DATE:
02/24/2010
JELIEN
3737 Lakeport Boulevard
Klamath Falls, OR 97601
to the size limitations noted. It is not intended as a guide to the installation S ;' \. O Tetzlaff scJs1E.
NTS 541) 882 - 3451
process and does not address the sealing consideration that may arise in different: 7
wall conditions. For the complete installation procedure, see the instructionE
D BY: TITLE:
packaged with the window or go to www.jeld-wen.com/resources/installation. _ 0 T T APAROVED BY: Builder's Aluminum (4100) Single Hung
p •• !.•' TiPROJEallo.:
Wood Frame Installation (52.125" x 72.00")
This drawing and its contents are confidential and are not to be reproduced or
copied in whole or in disclosed to by iis
1L0 G\ part or used or others except as authorized
IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET
JELD-WEN, Inc. FRPrp ",moo,,,, „„ 57a MY44099 Venice Window Division BA41 NCTL2103656- 1 2 of 5
4h- MAX. 1FROM
14.3/8' CORNERS 2
O.C. MAX.
T ma
WINDOW WIDTH (52V MAX.)
0
0
SP
Yr Day COCOONINGU99GLAZDIGDETAIL
TYPICAL VERTICAL
FRAME SECTI N'. -.
unit wA betWeen
openh
Vw-' DDv CORNING
u" SI„CI.E
R
I
GLAZING DETAIL
1/4' MAX
SHIM
TYPICAL ELEVATI N WITH FASTENERS U wlt\ kft
General Notes:
The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building
Code (IBC), the International Residential Code (IRC), the Florida Building
Code including the "High Velocity Hurricane Zone" (HVHZ) and the
industry standard requirements for the stated conditions.
All glazing shall conform to ASTM E1300.
Minimum nominal glazing: 3/s' monolithic or 1/8" insulated.
Installation methods may be interchanged within the same opening.
An impact protective system is required where wind borne debris
protection is required by local building code. ` 1111111J, Maximum sizes are buck / net sizes and do not include fiQs%4 g
This schedule addresses only the fasteners required to anchor the product to
achieve the rated design pressure and impact performance (where applicable) up
to the size limitations noted. It is not intended as a guide to the installation, Z ;' . ; p
process and does not address the sealing consideration that may arise in different: 7
wall conditions. For the complete installation procedure, see the instructionE 7k =
packaged with the window or go to www.jeld-wen.com/resources/installation. T T
This drawing and its contents are confidential and are not to be reproduced or
copied in whole or in part or used or disclosed to others except as authorized
JELD-WEN, Inc.
NAIL FIN
NCTL 210-3656-1A)
2 5
TYPICAL H RIZ NTAL
FRAME SECTI N
NOTE, Cnutk between unit and opening,
Max Frame I DP I IMPACT
52 " x 72" 50/-50 ND
Installation Notes:
1. Seal nail fin to substrate.
2. Use #8 PH or greater fasteners through nail fin with sufficient length to
penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55).
3. Host structure (wood buck, stud framing and opening) to be designed
and anchored to properly transfer all loads to the structure. The host
structure is the responsibility of the architect or engineer of record for the
project of installation.
4. We recommend using Tegratite'" installation
http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing.
5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
050"). Nail Fin extends approximately 1.258" away from frame.
PRO)EC1 ENGINEER: DATE: 3737 Lakeport Boulevard02/24/2010
JELDrWNKIamathwNeY: SCALE: Falls, OR 97601
Tetzlaff NTS 1 (541) 882 - 3451
1PPROVEDBY: Builder's Aluminum (4100) Single Hung
MRriPRoJEcrNu.:
Nail Fin Installation (52.125" x 72.00")
IDENTIFIER No.
g578 MY44099
AD DWG. No.: REV: SHEET 3 of 5BA4100_NCTL 210 3656 A 02
w 1• Yi'i .+F•u - T R''r ii,.G.:s t •: +L': w.v .Y. - s.F,.ak.N."s _. _o.at ;rt.Jt-w1•z. aly'.: .....':.• ir 4':. .!r s3- v ..'3..,_s.:%+,rd.T'.,ri??'-'S N <.
t'. kFi .i•K. w F..>-«:4=.oe'r7:F,:•- :;S' C< :.i'
Mllmii"
a>4' MAX.
FROM
14.3/8' CORNERS
O.C. MAX.
WINDOW WIDTH (52V MAX.)---)
7=
O.C.
MAX.
MIK
Q
STEEL STUD
3
M41 Throduyi 3 Thread MIN
stud Through Stuc
SHIMSPAMt .. 18 • pa. MIN `
STEEL STUD
Dav
CORNMaM1 Dena TILICO,E - : 2
TYPICAL VERTICAL
SE
STEEL STUD
NCTL 210-3656-1A)
1/4' SHIM "
SPACE-: MAX"•
FRAME CTI N
NOTD:Caulk betwrrrl
irdt and operk M1N EDr -
B , WV cDNOio
uyy en rrm
I
TYPICAL H RIZ NTAL
n.ZIW DETAIL FRAME SECTI N
NOTES Caulk between unit and openWo
1/4' MAX
0 FSHDI SPACE
0
TYPICAL ELEVATI N WITH FASTENERS
General Notes:
The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building
Code (IBC), the International Residential Code (IRC), the Florida Building
Code including the "High Velocity Hurricane Zone" (HVHZ) and the
industry standard requirements for the stated conditions.
All glazing shall conform to ASTM E1300.
Minimum nominal glazing: 3/s' monolithic or 1 /8" insulated.
Installation methods may be interchanged within the same opening.
An impact protective system is required where wind borne debris
protection is required by local building code. It
Maximum sizes are buck / net sizes and do not include fir %41 1119,
This schedule addresses only the fasteners required to anchor the product to
achieve the rated design pressure and impact performance (where applicable) up Q' .••'•••• ••
to the size limitations noted. It is not intended as a guide to the installationZ ; • j process
and does not address the sealing consideration that may arise in different; 7 wall
conditions. For the complete installation procedure, see the instructions packaged
with the window or go to www.jeld-wen.com/resources/installabon. : 'g This
drawing and its contents are confidential and are not to be reproduced or copied
in whole or in part or used or disclosed to others except as authorized by JELD-
WEN, Inc. Max
Frame I DP 1IMPACT 52 "
x 72" 50/-50 1 NO 18
pI HIM STEEL
STUD Installation
Notes: 1.
Seal flange / window to substrate. 2.
Use #10 PFH sheet metal screws or greater through frame with sufficient
length to penetrate a minimum of three (3) threads beyond metal
substrate (Min. 18 Ga., Fy = 33 ksi). 3.
Host structure (wood buck, stud framing and opening) to be designed and
anchored to properly transfer all loads to the structure. The host structure
is the responsibility of the architect or engineer of record for the
project of installation. 4.
Fasteners are not required in the sill. 4j
PROJECT ENGINEER: DAT02/24/2010 3737 Lakeport Boulevard o
WN BY: SCALE: JELIEN Klamath Falls, OR 97601 Tetzlaff
NTS 1 (541) 882 - 3451 D
BY' TITLE: AWOVEDBY:
Builder's Aluminum (4100) Single Hung TiPRo
EcrNa.: Steel
Stud Installation (52.125" x 72.00") IDENTIFIER
No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET Ss
e MY44099 Venice Window Division BA4100 NCTL210-3656- 01 4 of 5
9n•'+`<'1W^Ni.•(..{:+..+-.-,tom^l._: _ y^..T . a.+ _.. . . _ <,. J.^^. Yt:M Y'u'+f+S I%-.it~.rr+tA- ...rr- ...vi _ ..-a. ....f-a• .. r.1 Y ,.
m
414" MAX.
nFROMmaMTvrS
3MAX CORNERS \
O.C. MAX. 5
f
1-7
O.C.
z 18 ga MIN
STEEL STUD
3 Thread
MIN. Through
TT Stud
STEEL STUD NAIL FIN
NCTL 210-3656-1A)
3 Thread MIN.
Through Stud—+
z 1/4- MAXrh,
STEEL STUD
DOW CORNING
u99 SDSCDIE - _
DETF TYPICAL •VERTICAL
FRAME SECTION'
NDTEi• caulk betr•en
SPACE MAX
uNt and;opeNnpIrr UrMr _ .
U99 SILICONE
MAU UM LJ 55
I
TYPICAL HORIZONTAL
GLAZING DETAIL FRAME SECTION
1/4, MAX NOTE, Caulk between unit and opening.
SHIMSPACE
O— I-- WINDOW WIDTH (5Z6- MAX.)—
4
TYPICAL ELEVATI N WITH FASTENERS
General Notes:
The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building
Code (IBC), the International Residential Code (IRC), the Florida Building
Code including the "High Velocity Hurricane Zone" (HVHZ) and the
industry standard requirements for the stated conditions.
All glazing shall conform to ASTM E1300.
Minimum nominal glazing: 3/s' monolithic or 1/8" insulated.
Installation methods may be interchanged within the same opening.
An impact protective system is required where wind borne debris
protection is required by local building code.
Maximum sizes are buck / net sizes and do not include firys%
111g "-
This
schedule addresses only the fasteners required to anchor the product to \ achieve
the rated design pressure and impact performance (where applicable) up Q' .••'•••• •• to
the size limitations noted. It is not intended as a guide to the installation process
and does not address the sealing consideration that may arise in different: 7 wall
conditions. For the complete installation procedure, see the instructionE packaged
with the window or go to www.field-wen.com/resources/installation. T T This
drawing and its contents are confidential and are not to be reproduced or ` • copied
in whole or in part or used or disclosed to others except as authorized by s LOI
M,p
qJELD-WEN, Inc. FsP-
E /DF AUTHORVATILM I/
Max
Frame DP IMPACT b
J S STEELMSMm Installation Notes:
1. Seal
nail fin to substrate. 2. Use #
10 sheet metal screw or greater fasteners through the frame with sufficient length
to penetrate a minimum of three (3) threads beyond metal substrate (
Min. 18 Ga., Fy = 33 ksi). 3. Host
structure (wood buck, stud framing and opening) to be designed and anchored
to properly transfer all loads to the structure. The host structure is
the responsibility of the architect or engineer of record for the project of
installation. 4. Fasteners
are not required though the sill. 5. Window
includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail
Fin extends approximately 1.258" away from frame. FP=EcrEER:
DATE:
3737 Lakeport Boulevard 02/25/2010 JELD ITEN
SCALE: KlamathFalls, OR 97601 ff NTS (
541) 882 - 3451 Jr. ROVED
BY:
Builder's Aluminum (4100) Single Hung weTiPRo,Eallo.:
Steel Stud
with Nail Fin Installation (52.125" x 72.00") IDENTIFIER No.
PLANT' NAME AND LOCATION: CAD DWG. No.: REV: SHEET 171 MY44099
Venice Window Division I BM100 NC1U10-365&JA 01 5 of 5