HomeMy WebLinkAbout308 Laurel Ct (2)CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Q7 3 1
457
Documented Construction Value: $
Job Address: 308 LAUREL CT SANFORD FL 32773 Historic District: Yes No 0
Parcel ID: 11-20-30-504-0000-0050 Residential X Commercial
Type of Work: New Addition Alteration Repair El Demo Change of Use Move
Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE
Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER
Phone: 3212848290 Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET
Property Owner Information
Name DAVID SALOMONE Phone: 3215781472
Street: 308 LAUREL CT Resident of property? : YES
City, State Zip: SANFORD FL 32773
Contractor Information
Name WILLIAM WALDEN
Street: 244 OBRIEN RD
City, State Zip: SANFORD FL 32773
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: 3212848290
Fax: 8772250658
State License No.: CRC1330671
Architect/Engineer 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: 5'h 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.
24 !! 6,—) CGL 08-16-16
Signature of Owner/Agent Date Signature of Contractor/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
WILLIAM WALDEN
Print Contractor/A nt's Nar
08-16-16
ignature of Notary -S to of Florida Date
Contractor/Agent is X Personally Known to Me
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
ENGINEERING: FIRE: BUILDING: 5F &• 24-1
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
BP# /ts - Z%,%co Address: 4; o $ L-4r,>R.EL— CV.
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Descri tion
Mechanical Rough
Mechanical Final
jPI,UMBlNq) GAS PERM IT
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
8/16/2016 SCPA Parcel View: 11-20-30-5040000-0050
Property Record Card
Parcel: 11-20-30-504-OCOO-0050IPMOwner: SALOMONE DAVID L & LEANN M
tCxtXxacu'r'rrik7ttxc
Property Address: 308 LAUREL CT SANFORD, FL 32773WWIIIIIWWWWWWIIWr ;
Parcel Information Value Summary
AT
l
2016 Working 2015 Certified
Values
mmh
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 80,296 70,321
Depreciated EXFT Value 1,350 1,400
Land Value (Market) 21,000 18,000
ALandValue 9
Just/MiarketValue" 102,646 89,721
Portability Adj
Save Our Homes Adj 26,777 14,379
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 75,869 75,342
Tax Amount without SOH: $1,005.00
2015 Tax Bill Amount $712.00
Tax Estimator
Save Our Homes Savings: $293.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 5 BILK C E
HIDDEN LAKE UNIT 1A
REVISED PLAT
I PB 17 PG 99
Taxes
Authority s Assessment Value Exempt Values Taxable Value i
YTaxing
County General Fund 75,869 ' 50,000 25,869 3
Schools 75,869 25,000 50,8
City Sanford 75,869:$50,000.
l i
25,869 i
SJWM(Saint Johns Water Management) 75,869 50,000 25,86
County Bonds 75,869 - 50,000 25,869 i
Sales
Description Date I Book Page Amount At Qualified Vac/Imp
10/111995—02988 72- WARRANTYDEED 76,000 ?Yes Improvedpd
WARRANTY DEED 12/1/1994 02870 1414 42,600 No Improved
CERTIFICATE OF TITLE 1/1/1994 02715 0929 100 No Improved
WARRANTY DEED 7/1/1990 02205 1181 61,400 Yes i Improved
WARRANTY DEED 8/1/1985 01065 1880 62,600 Yes Improved
WARRANTY DEED 5/1/1985 01660 64 000 Yes Improved
QUIT CLAIM DEED 5/1/1978 01,171 1296 100 No Improved
WARRANTY DEED 1/1/1976 01083, 0295 180,000 No Improved
i i=MH Garr f,ar,aIA Sales ;
E
Land
http://parcel detail.scpafl.org/Parcel Detail lnfo.aspx?PID=112030504000U0050
i i
1/2
STORE COPY
This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree-
ment, including the specifically completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s) of Lowe's receipt, and anyotheraddendaorattachmentshereto, shall be referred to herein as this "Contract.'
PLEASE READ THIS ENTIRE DOCUMENT INCLUDING THE "TERMS AND CONDITIONS." BEFORE SIGNING
Lowe's Registration or Contractor License Number / Lowe's Contractor Name
Florida Contractor License Number CGC1508417
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
737053: LW9000WF : STK.- CHA 1 -1/4 -HP BELT DR W WIFI/BBU : CHA 1 -1/4 -HP BELT DR W WIFIIBBU : CHAMBERLAIN GROUP INC - QTY 1
169575: 300-160070: SOS: INSTALL GDO AMARR : LABOR - OPENER : AMARR COMPANY - OTY 1
Materials Price 1 $ 1471.4
INSTALLATION DESCRIPTION
Location : front Garage Door Size : 16 -ft x 7 -ft
Store 1657 Project No. 478104764 for DAVID SALOMONE Page 1 of 7
Customer Name Horne Phone
S DAVID SALOMONE 321-578-1472
O Customer Address Other Phone
308 LAUREL CT 321-578-1472
L City State / Province Zip / Postal Code
D SANFORD FL 32773
Installation Address
T 308 LAUREL CT
O Installation City Installation State/Province Installation Zip/Postal Code
SANFORD FL 32773
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
737053: LW9000WF : STK.- CHA 1 -1/4 -HP BELT DR W WIFI/BBU : CHA 1 -1/4 -HP BELT DR W WIFIIBBU : CHAMBERLAIN GROUP INC - QTY 1
169575: 300-160070: SOS: INSTALL GDO AMARR : LABOR - OPENER : AMARR COMPANY - OTY 1
Materials Price 1 $ 1471.4
INSTALLATION DESCRIPTION
Location : front Garage Door Size : 16 -ft x 7 -ft
Store 1657 Project No. 478104764 for DAVID SALOMONE Page 1 of 7
Garage Door Color: almond
Will GDO be installed: Yes
Price for GDO Installation : No
Customer Understands Scope of the Project : Yes
Who Will Obtain Permit: Installer
Additional Miles Traveled over 20: 0
Other Work Charge: Yes
STC -)RE COPY
Describe extra Installed Garage Door Accessories : None
Was GDO Included in m2o, created order: No
Existing Damage Potentially
Permit Required Yes
Permit Fee : Yes
Describe Other Work Needed : No lead paint cleteceted. Jamb work to meet
code.
Comments: GDO is Chamberlain 1.25 -HP Belt Drive GDO, Item # 737053
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Installer will plug cord into 110V receptacle
within 3' of opener, Lowe's does not run new wiring.
Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes,
Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informingCustomerofthepotentialriskoftheleadhazardexposurefromrenovationactivitytobeperformedinCustomer's dwelling unit.
PHOTO RELEASE: Customer grants to Lowe's and. Lowe's employees and independent contractors the right to take photograghs of the Premises where In-
stallation Services will be performed and all work performed at the Premises related to this Contract. and irrevocably grants to Lowe's all right, title, interest in
and to the photographs for use in all markets and media. worldwide, in perpetuity. Customer authorize is Lowe's to copyright, use and publish the photographs in
print and/or electronically, and agrees that Lowe's may, use such photographs for any lawful purpoDt Vg, but not limited to. marketing, advertising, publi- city, illustration, training and Web content.
oll
By initialing here, Customer agrees to the foregoing, ............ [Customer to initial to the left].
NOTICE TO CUSTOMER -PRICE CALCULATIONS. In order to properly perform the installation of certain Goods, the Contract Price may include more Goods
than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in this
Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage
of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing this Con-
tract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not. be refunded once the
Installation Services are performed.,
NOTICE OF ARBITRATION AGREEMENT
This Contract provides that all claims by Customer or Lowe's will be resolved by 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 Customer's 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.
Store 1657 Project No, 478104764 for DAVID SALOMONE Page 2 of 7
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES
b I UPMC VUR' Y _
applicable
SUB -TOTAL S1775.
TAX 0.
DELIVERY 0.
ORDER TOTAL 1775.
BALANCE DUE
Work into commence upon reasonable availablity of Contractor which is anticipated to be [fill in date]..
Estimated completion date is A , L __ ,_[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 Tabor 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, 1BCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVENI'F YOU HAVE ALREADYPAID 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
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM-
PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
WITNESS OUR HAND(S) AND SEAL{S} BELOW THIS - DAY OF __,`'
Lowe's Home Centers, LLC
Store 1657 Project No. 478104764 for DAVID SALOMOIE Page 3 of 7
ON
Print Name: Z('
naa3
ress
City
1-:4-
1-
State/ Province
S 1L)HC LUNY,
Seal)
Print Name
Co -Owner or Witness
Print Name
Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction
at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of
this right.
Store 1657 Project No. 478104764 for DAVID SALOMONE Page 4 of 7
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 05-18-16
hereby name and appoint:
an agent of
THOMAS BEESING
PRECISION DOOR SERVICE
Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El All permits and applications submitted by this contractor.
or
Li The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 05-17-17
cense Holder Name: WILLIAM WALDEN
date License Number: CRC1330671
Signature of License Holder:
VATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this 18 day of MAY
201 6 by WILLIAM WALDEN who is X personally known
to n -ie or who has produced as
identification and who did (did not) take an oatl3r-
Notary Seal)
CHARLES E. MERINO
MY COMMISSION # FFS40114
EXPIRES December Ot, 2019
Od 3fl8A'S3 ffortAoNosq mvka.e0rem
i.cv. 8!06/13)
t4
CHARLES MERINO
Print or type name
Notary Public - State of FLORIDA
Commission No. FF940114
My Commission Expires: 12-01-2019
City of Sanford
r
Doors - Windows Application Checklist
DNa
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:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
QPL Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
e 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 the owner is the applicant).
Two (2) copies of the floor plan indicating size, type and location of windows/doors.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
Contact Person information entered in Naviline?
Application forms stamped received and initialed
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Revised: February 2015
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # #
1 6- 2 3 3 6
Project Location Address 308 LAUREL CT SANFORD
ING
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.floridabuilding.org.
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 #
Description (include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional AMARR HERITAGE 1000 16X7 ALMOND FL5302.15-R7
Roll U
Automatic REVI ED ICOR CODE COMPLIANCE
Other
2. Windows PLANS EXAMINER
Single Hun L
Horizontal Slider
DffE
Casement
Double Hung SA FORD BUILDING DIVISION
Fixed A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
Awning
Pass Through
LICENSE
AUT -1 10
ASIDE AN
TO PROCEED WITH THE WORK AND NOT A
1-1 ATE, eANeEE, AETER eR SET
OF THE PROVISIONS OF THE TECHNICA
Projected
Mullions
CODES, N
REQUIRI
R SHALL ISSUANCE OF A PERMIT PREVE T
qQ A CORRECTION OF ERRORS IN PLANS,
Wind Breaker CONS RUCTION OR VIOLATIONS OF THIS CODE
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including 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
Roofing 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 Florida Approval #
Description (include decimal)
5. 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 WILLIAM WALDEN
Please Print)
June 2014
8/16/2016 parcel detail.scpO.org/FootprintPage.aspx?PID=11203050400000050&BLD GNO=1 &PAGEN 0=1
Parcel: 11-20-30-504-0000-0050 Building No.: 1 Page No: i
http://parceldetaii.scpafl.org/FootprintPage.aspx?PID=11203050400000050&BLDGNO=1 &PAGEN 0=1 1/1
0
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ (2) 1/4' x 1/2•
R
BOLT L NUT PER BRACKET
16 GA GALV, RESIDENTIAL 3. 20GA STRUTS ATTACHED
TOP ROLLER BRACKET V/ (2> t/4• x 3/4' eATTACHEDHEAD1/4' x HEX HEAD SCREWS AT
3/1' HEX HEAD SCREWS
PER BRACKET
EACH CENTER STILE
TYPICAL TDP FIXTURES / 1 \ SEE PAGE 3 FOR OPTIONAL
14GA. SUR SAFE
CENTER HINGE ATTACHED
V/ (4) 1/4' x 3/4'
HEX HEAD SCREWS
PS .A SKIN 04600 L 50)
24 GA SKIN (X950)
3) 1/4' x 3/4• HEX HEAD SCREWS
ADJUSTABLE SLIDE BRACKET ATTACHED
V/(2) 1/4' x 1/2' BOLT AND HUTS
STILE STIFFENERS (5)
LOCATED IN HINGE HOLE(S)
W TOP SECTION ONLY
MO.ES FOR STRUT
ATTACHMENT (IF STRUT
IS REOILRED) END HINGE
14 GA.
O
3' x 20 GA STRUTS
2) PER SECTION .
PICAL STILE STIFFENER/ c
TABLE D ON PAGE 3
STRUT SPACING
NT$3. 20GA STRUT
VENT)'OF UNOBSTRUCTED
ATTACHED V/
AIR FLOW EACH.
2) V4' % 3/4'
HEX HEAD SCREWS
N GA O)iRASAFE
AT END AND CENTER BOTTOI BRACKET
END,DUATTACHED STILES 14 GA THICK ATTACHED
V/ (HINGE2) V4' x 3/4' HEX H 1/4• % SCREWS
3' 20GA STRUTS HEX HEAD SCREWS
9 HEX HEAD SCREWS
ATTACHED V/ C)
DP
1/4' x 3/4' HEX 14GA. DURASAFE
HEAD SCREWS AT ROLLER CARRIERS ATTACHED
END STILES TO END STILE V/ (2) 1/4' x 3/4' 000
HEX HEAD SCREWS PER CARRIER
5ECTION A—A (SIDE VIEW)
N.T.S.
SPIKE TRACKS AT THIS LOCATION
W/ (4) 1/4'-20 MACK SPLICE BOLTS & NUTS
SECURE TO JAMB MIH (3) 5/16' DIA x 1-5/6'
LAG BOLTS
1 (1) 6/16' DIA x 1-5/6'
D LAG BOLT ATTACHED TO JAMB
THROUGH) AT EA JAMB BRACKET
N
ir
12 CA GALV, STEEL
JAMB BRACKETS
ATTACHED W/ (1) 1/4 --
TRA X
4• -
TRACK SPLICE BOLT k NUT
OR (2) RIVETS
L_SEE (TABLE 3) ON PAGE 3
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 8'6' UP TO le TALL DOORS
N.T.S.
REV I OS(>tPU O REM DARE BY
A (PDAIFD 80DOI WADE MPOBIATO m/NADODOAXYMTAMBOA81GOPB01
2. 10 -BALL STEEL
LONG STEM ROLLERS
2' ID -HALL STEEL V/ 7/16' RETAINER FOR
LONG STEM ROLLERS NOhTHREADED SHAFTS
146A RETAINER BRACKET V/ 7/16' RETAINER FOR
ATTACHED
HETo
STRUT NON -THREADED SHAFTS TYPICAL BOTTOM BRACKET/ ,( \ wTBuaR ai GARAGE
ME
HEX AD TEX SCREWS N.T.S. `t
MAK LOM 160'
N.T.S. DURASAFE END HINGE J `— • ljZ
s -
LI DEsrn Laos®
2 X 6 SW OR SPF F2a.B lBs/TT 5¢ NOff 2
NO. 2 OR BETTER) TWO (2) ROWS 6 -
2328 LB5/FT
1) 5/16. DIA. A 1-5/8' THREE (3) VENTS
LAG BOLT ATTACHED TO JAMB EQUALS 15 So. INCHES
AT EA JAMB BRACKET OPTIMAL STOP
20 GA CENTER STILES HOLDING OPTIONAL VENT DETAIL 1
N.T.S. SPED—`o RS AND .016
E METHOD OF TESTING WAS IN SUBSTANTIAL 1. ALL TME Lao M. THE DOOR a MAMSHARED TO TME EftI MACK
ONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM HNOt(iTM
JAACK
MB akEADER RR=WS NO Parma OF THE LOAD
RMRSOOED ROOM THE DOC,
330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE ` EASN w+nrx JAMB REwLEs uuaatM IEaw LOADS a:
RAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE 2048 195/FT a -zTxe 1ss/n
20 GA GALV. STEEL FOLLOWING PARAMETERS 5 FEET OF DOOR WIDTH IN THE EN n3Dow.0INAROWME Nu rnBEDESINED, NANWAO
END STILE
AND INSTANCED MiN STANDARDS AS SET frn1N BY OAS-
1/4-20 x 5/8 TRACK 7/16' DIA BOLT RETAINER
ZONE, ROOF AT ANY SLOPE : I DOORRMNERwAg1 au
A1m5NAL1
BE a w uN. (AI97 RO UD E M uOHT
SPLICE HOLT AND NUT (1) PER ROLLER 2' CALV. STEEL TRACK WIND SPEED (MPH) 168 152 145 138 133 1 SUPPORTING SMUCTURAL ELEMENTS SNAIL BE DESMNEO
OR (2) RIVET$ TRACK THICKNESS .063' BY A NEGSMDI PROFESSIONAL ENDNEEA fa WO LOADS
TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D WCATED ON TIES ORANNIG N ADPION To OTHER LOADU
N.T.S. MEAN ROOF HEIGHT 30' 15' 25' 15 25' µA oTA0 sON PAM ,T"AD Tc AL Dorn
NmTxs MAX
SIZE 16'
WIDTH 4
HEIGHT DESIGN
LOA[ 25.6
PSF 29.1
PSF TEST
LOADS 36.4
PSF 43.6
PSF MODEL j650 OAK SUMMIT w/
DTJraSafe MODEL f600 STRATFORD w/D»
raSafe MODEL /950 HERITAGE w/
DuraSafe Short, Long, Flush & Oak Summit Panel'
s RE WAM1 BY DUI DATE 05/15/M D ASG
WW B SMOG By Am I DATE 05/15/0, IRC -6016-130-
15 MET1
ap-
THETTACHED WOOD JAMB ATTACHMENT TO STRUCTURESCREWS
B B
3' 20GA STRUT LOCATED W THE TDP
AND MMMT p> 1/4' Z 3%4'nONAHEDHEX
SCREVS AT END AND CENTER
STILES
OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS)
OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT)
IB -1/8'
2 .t
19-s/e•
SHORT PANEL GLAZING_FASTENER DETAIL _
N.T.S.
GLAZING OPTION CROSS SECTION
GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION
GLAZING MEETS ASTM E1300-04
DearaFrame WINDOW FRAME
COPTIONAL Decra INSERTSWITHUVPROTECTION
VATH UV PROTECTION
IN. 3/32' THICK SSB
GLASS
011 b z /• vAN HEAD SCREMS
AT -AOI SHORT AMEL Wxoow IRAN-
MOLDED INSIDE FRAME 7
SECTION B-8
STRLICTIIRF
5/16' X 3' LAG SCREWS STARTING 6' FROMEL1ENDS THFRAMEEN 24' O.C. U 1/2' EMBEDMENT)
E -X-6 VERTICAL JAMB ATTACHMENT TO 2,0oG PSICONCRETE
HILTI KWIK BOLT 3/8' X 4' STARTING G' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 213/4' STARTING 6' FROM ENDS THEN 20' O.C. (1 1/4' EMBEDMENT)
ITV/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT)
2-1- 111CI_11INBIEIL 10-1SIMPSDNI/4'
XII
Be TITEN SCREVS STARTING 6'
FROM9_
91 ENDS, USE PAIRS OF FASTENERS
3' APART) AT 16' D.C. (1 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KWIK-CON II- SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) AT 16' O.C. 0 1/4' EMBEDMENT)
ROUTI
NILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4'
EMBEDMENT) (DR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
PREPARATION OF WOOD JAMBS BY OTHERS
WOOD1 COOCRETE HOLLOW BLOCK GROUTED BLOC
STRUCTURE STRUCTURE ISTRUCTURE STRUCTIARE
S
Zw
1/ 2-3/4' MIN 1-1/2' NIN 4-
2X6 JAMB
TYP• 3' MIN
AVAILABLE TRACK CONFIGURATIONS
N.T.S.
A UODAED BOON BRACKET Kamm O7/05AD3 OJ
089MIBT AID MOK; wn
B FM BOLE B 01/D2T08 ON
C FOINED TABLE S MOIE 7. 05 Ag ®T
D IIIND SIM 178E t WNx C(Nf1(ONI IM 01/171121 RR
E OWW RAO AND SRM LIMA 111107/121 IU
x,eaatBLA6unAta
MAX SIZE .'
4;
A.•G[i:; __ •
14' HEIGHT 5 ikms° IiO (:OF'' r c
OOai HEKAiT `
G
V +
l,f ~• z u -iSUaERTaan • . . wort IYRAT10N5) „
DESIGN LOAD a` 'q! = • `
d
25.6 PSF `_° ;=,, ;el° C'rj'( {jC ;•rL(•-•-
629.1 PSF d "E, '.14 _
TEST LOADS°•`'' _ ` . `°c ' 4''
w ,
3
38.4 PSF
43.6 PSF " FL :
23L3I7t "
MODEL /850 OAR: SUMMIT w/DNraSafe
MODEL #800 STRATFORD w/DuraSafe
MODEL #950 HERITAGE w/DuraSate
Short, Lon`, Flush & Oak Summit Panel's
ff cum By pJ DAY OS/15/W )RANK N86A
B cam By AAA DAY 05/15/03 IRC -6016-130-15
MR2OF3
w'
TABLE 4
se<6a
Wldtft Panel Typo
n)
Center Stle LOpelions (Messured flan Left Edge)
1
W id6 I Panel Type
TABLE 1
DOCK SM fSPPL7PY.3@ASED CN FECUvTyEMMD SEMO.N 0OrFIaMT10" 7DP
H7d-9 A——B--FA—F—B--F C D E F G H I J K L M N T
66' 512' 18114" 2512 36114' 431/2' 541/4" 6712
r U' 512' 18114 2512 391/4 4612 601/4 7312
76' 512 151/4" 2212 33114' 40 12 51 1/4 55 1/2" 691/4" 81"
60' 512 18114" 25 12 3511r 431/2' 54114' 61112' 721/x• 851/2'
66' 5112" 181/4" 2512 391/4 4612 601/4' 67 VT 78114" 911/2"
9 U' 512 151/4' 221/2' 33114' 401/1' 51 1/4 5812 691/4" 7612 871/4" 99"
96' 51/2' 18 114 2512 36114 4312' 541/4' 6112 721/4" 7912 901/4' 10312
1C U' 151/2'1 181/4" 12512' 39114 14612 160 1/4' 16712 781/4' 8512 961/4 10912
106' 51/71181/4-125112- 391/4' 46 VZ60114' 6712 81114-18811Z 1021/4' 11512
11' O' 512 18114' 25112' 361!4 4312 541/4" 61 1/7 72114' 791/2' 901/4 9712 108114' 121 12
11' 6'51 7 18114 2512' 39114' 4612' E01/4" 6712 78114' 8512' 96114" 103 VT 114114' 127 12
12 512' 181/4 2512' 391!4" 46117' X1/4" 671/2' 811/4' 8812 1021/1V 109 VT 1211/4' 0' 13312'
126' 5112' 181/4 251/2' 36114 4312' 541!4 61 12' 72114' 7912 90114" 9712 108114' 115 VT 126114' 1391/2'
13—a 512 181/4" 2512 391/4 4612 601/4 6712' 78114" 8512' 961/4 10612' 114114" 12112 1321/4' 14612'
136 ' 512 18114" 1/2 39114 461/2' 801/4 6112' 81114' 8612 102114 10012 120 114" 127 112 138114' 15112'
14 U' 512 181/4"
2525
12 391/4 4612 601/4 67 12' 81 114' 88 12 102114' 10912' 123114" 13D 112" 144 1XI 157 11Z'
TABLE 2
TABLE 3
ALLNTH SYP
OATTACHMENT
NOR BETTER/
ONLYALLOWED
A WDATED 00 U OW NWIN m!'
AWFD OAV3 W7 AND QMW WO
R IFVMWE6 W/@ DW
C RDN O Taf 5. NOTE 7. I 05/20/09 M
D MIO go TAaf a 1RA(1( aINIGLR ms 04/17h2 RIR
MODEL #850 OAK SUMMIT w/DuraSafe
i
MODEL #600 STRATFORD w/DuraSafe
MODEL #950 HERITAGE w/DuraSafe
Short, Lone, Flush & Oak Summit Panel's
lff MIN BY DU OAIE OSA51033 DRANIND RNHA
B DEOD 0Y AAE DATE 05A510 IRC -6016-130-15
4EET 3 0 3
1y atcaa rrsaa =e
r•`o C /'D' 'YY)
MAX SIZEw Q
hf0
16' H1DTH
14' HEIGHT Ae, ^1/04857 :: =,
su°0 aTAUT—IIYTAT M r)
ESIGN LOAD ca o tt 2'
25PSF1SF-29
5 0
e'i'51
uE,
38.4 PSF EN
a
43.6 PSF E FL
MODEL #850 OAK SUMMIT w/DuraSafe
i
MODEL #600 STRATFORD w/DuraSafe
MODEL #950 HERITAGE w/DuraSafe
Short, Lone, Flush & Oak Summit Panel's
lff MIN BY DU OAIE OSA51033 DRANIND RNHA
B DEOD 0Y AAE DATE 05A510 IRC -6016-130-15
4EET 3 0 3