HomeMy WebLinkAbout119 E Jinkins Cir7CEIV D CITY OF SANFORD
SEP 2 9 2016 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D BY_
Application No:
Documented Construction Value:
Job Address: // 9 L. e /g Historic District: Yes No
rkz
Parcel ID: 2D - -1b - Sb V ®per _" Q /,?40 Residential54 Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: jf &16 IC — f -- lVh JC1d
Plan Review Contact Person:
Phone: Oz - ?A -I%A Fax:
Title:
Email:1c?f 1 z,P i v,,.D
Property Owner Information
Name 16- c=4Pk I zE
Street: L .. /////1 .S i /e
City, State Zip:
Phone: 131;/ 1 A 7yy
Resident of property? :
Contractor Information
NamePhone: 9 9117- Street:
a Fax: 47/D City,
State Zip: t 'J/li( G'/ % % State License No.: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
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" 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
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sig cure Contractor/Agent Date
Print Cont ctor/Agent's Name
Signature of Notary-S
DEBBIE
k
13
MY cOMMISSONN# ON78648
a EXPIRES: February 25, 2019
s •••C*Q' Bonded ThruNotaryPubficUnderwriters
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:'a- 7'Z'?'lJ-f
Revised: June 30, 2015 Permit Application
lhmm CM Parcel: 12-20-30-504-0000-0130
Propeft Record Card
I5'Kf PE E6 Owner: KNOX VICTORIA & NORTHRUP R JR TRS FBO CHARLES BEERS
sswxxeaxr+n'F+oaax
Property Address: 119 E JINKINS CIR SANFORD, FL 32773
Parcel Information Value Summary
Parcel 12-20-30-504-0000-0130
Owner KNOX VICTORIA & NORTHRUP R JR TRS FBO CHARLES BEERS
Property Address 119 E JINKINS CIR SANFORD, FL 32773
Mailing 119 E JINKINS CIR SANFORD, FL 32773
Subdivision Name SOUTH PINECREST 4TH ADD
Tax District S1-SANFORD
DOR Use Code
Exemptions
01-SINGLE FAMILY
00-HOMESTEAD(2009)
2016 Working 2015 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 58 559 57,424
Depreciated EXFT Value
Land Value (Market) 14,000 14,000
Land Value Ag 3
Just/Market Value " 72,559 71,424
Portability Adj
Save Our Homes Adj 1,878 1,234
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 70,681 70,190
Tax Amount without SOH: $676.95
2015 Tax Bill Amount $667.27
Tax Estimator
Save Our Homes Savings: $9.68
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description j
LOT 13
SOUTH PINECREST 4TH ADD
PB 12 PG 43
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 70,681 45,681 25,000
Schools 70,681 25,000 45,681
City Sanford 70,681 45,681 . 25,000
SJWM(Saint Johns Water Management) 70,681 t 45,681 25,000
County Bonds 70,681 45,681 25,000
Sales
Description Date Book Page Amount Qualified VaGlmp
WARRANTY DEED 2/1/2006 06363 0563 100 No Improved
WARRANTY DEED 12/1/2000 0 974 5 63 87,000 ; Yes Improved
QUIT CLAIM DEED 5/1/1988 01965 0342 100 j No I Improved
WARRANTY DEED 2/1/1979 01210 1837 30,000 ' Yes Improved
FindrEomparatileales I
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 , 0.00 1 $14,000.00 ;, $14,000
Building Information
Is Bed/Bath count incorrect? Click Here. -
Description
Year Built
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective
1 1959 6 3 200 1,516 2,590 1,516 $58,559 $95,606" Description Area
ALLMAN ROOFING INC.
CCC1326115
1215 WYNN ST. SANFORD, FL.32773
407-322-1926office - 407-920-1772cell
ROOF PROPSAL
Proposal summmited/ to: Job Address: ,
Name
Address /1 f
Phone aa-',2_
Date ?A' /
We propose to do the following:
Tear off old roofing down to the decking, re -nail the deck (per code) if needed. Haul away all debris. Install new roof
material consisting of the following;
SHINGLES 11//
FLAT Y1 7%(r7 N C//4
DRY -IN MATERIAL,90- 5C_ SIT
EVE METAL
VALLEY MATERIA
PIPE COVERS j!
VENTS
OTHER
S
The quoted price does not include any bad wood found, this will be replaced at the following prices;
PLYWOOD --- $2.50 per sq. foot ---------- ANY OTHER TYPE OF WOOD---$5.50 per foot
Five year workmanship guarantee ---- Permits to be pulled by the contractor ---- Allman Roofing Inc. will not be responsible
for any damage done to driveways due to any deliveries made to the job.
Any deviation from the above specifications will be upon written order and become an extra cost.
PAYMENT UPON COMPLETION OF THE JOB (any cost to collect money owed will be the owner's responsibility)
PRICE-- K9 46,
all material is to betas specified and t'he work done in a workmanship manner).
SUBMITTED BY if not accepted withindays this proposal may be
withdrawn by us). ACCEPTANCE
OF PROPOSAL DATE
IN City of Sanford
Roof Permit Application Checklist
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:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of applicable contractors license issued by the State of Florida (if the contractor is the
applicant).
k 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).
These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be
complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
THIS INSTRUMENT EPAREQ BY:
i, Name: ? n/
Address'
Permit Number.
Parcel ID Number. 4- 9-O — 30 — Sp A/ — Op ev •-a/ 3 (,
I''IARYANi,1E 11OR5Ek' SE11111OLE COUNTY
CLERK OF CIRCUIT COURT & COI'IPTROL.LER
BK 8776 Fs 1482
CLERK'S 4 2016102163
I EC:ORDED 139/29/21j16 12,53,29 FTI
RFC:ORDIK FEEL $10-00
RECORDED BY tsm(th
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCTTIO F PR ERTY: (L gal description of the property and street mess if ava ) L%
iIZJK/Iz ram/ G
50-5!/!5 zOddp"e 50
2. GFAERAL DESCRIPTION Ot: JMPROVEMENT: r i
p( 3. OWNER INFORMATION OR LESSEE INFORM,,KTION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:)
Name and address:t// t%/% 4 A' CL IMM TIt AW 4 l%Q C %7 i may' /5 r S
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR:
Address:[
5. SURETY (If applicable, a copy of the payment bond Is attached):
Phone Number:o
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe servoAi p g600 by713.13(1)(a)7., Florida Statutes. CE"SM COtrf -. MA
Name: Phone Npnilii PF THE CIRCUI"f COURT AND
Address: Ct7MF'TRO'- n ngtnSl
8. In addition, Owner designates
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Ovmer Of Lesaoe, or Ovmefs or Lessee's (Print Name and Provide Signatory's Tote/Office) Auttwnzed Of oer/Diredor/Partner/Manager)
Waaj, State of Countyof
The foregoing instrument was acknowledged before me this day of ; JtC'VYl 1 @!/,1
by
person making statement
who has produced Identification type of identification produced:
REAGAN NICOLE SMITH
NOTARY PUBLIC
STATE OF FLORIDA
Cow* FF9o4920
EXPI s S/1012019
Who is personally known to me OR
Notary Signature
ACCORD COPY Page 1 of 2
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I Product ApprovalprUSER: Public User
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL2533-R16 SANFORD BUILDING DIVISION
Application Type Revision
Code Version 2014 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
Application Status Approved
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
Comments CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
Archived
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610) 651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harper
mark.d.harner@saint-gobain.com REVIEWED FOR CODE COMPLIANCE
Technical Representative Mark D. Harper PLANS EXAMINER
Address/Phone/Email 18 Moores Road Q_2g_ 110
Malvern, PA 19355
610) 651-5847 DATE
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report p\LD//V'G
Florida License PE-59166
Quality Assurance Entity UL LLC
SANFORD
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE OFp
R Validation Checklist - Hardcopy Received ARC
Certificate of Independence FL2533 R16 COI 2016 01 COI Nieminen.Dd
Tr 1 6 2 6,
Referenced Standard and Year (of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
9/29/2016
Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/04/2016
Date Validated 02/15/2016
Date Pending FBC Approval 02/16/2016
Date Approved 04/12/2016
Summary of Products
FL # Model, Number or Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2533 R16 II 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533-
R16.0fApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: +N/A/-630 Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports
Use. 2.) The design pressure noted in this FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533-
R16.Ddfapplicationrelatestoonespecificsystem.
Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes
max design pressures.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacv 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
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TTRINITYIERD
APPENDix 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
v ro
Table Deck Application Type Description _ Page
IA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6
1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9
1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-12
1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15
1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17
1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17
2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20
2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25
2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28
3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36
3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37
3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39
4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40
4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44
5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45
5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46
5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46
5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 47
6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49
6B Gypsum Reroof (Tear -Off) A-2 Mech: Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5o
6C Gypsum Reroof (Tear -Off) C Mech: Attached Insulation, Bonded Roof Cover 50
6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58
7B Various Recover F Non -Insulated, Bonded Roof Cover 58
The following notes apply to the systems -outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ_. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
i Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with CMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
Steel Deck: CMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round'
Insulation Plate, Trufast DP or HD with Trufast 3 Metal Insulation Plates or FlintFast#12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch: steel penetration and
engage the top flute of the steel deck.
7 Concrete Deck: CMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), CMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed
with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03.04-1117 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 58
J TRINITY I ERD
3. Unless otherwise noted, insulation may be any one layer or'combination of polyisocyanurate, polystyrene, wood fiberboard', perlite, GlasRoc Roof Board or gypsum -based roof board that
meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4.
Minimum 200 psi, minimum 2-inch lightweight insulating concrete may substituted for rigid insulation board for System Type D (mechanically attached' base sheet; bonded roof cover), whereby
the base sheet fasteners are installed throughthe LWICto engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete
deck listings. 5.
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published
instructions. Hot,
asphalt (HA): Full coverage at 25-30 Ibs/square Ashland
Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Dow
insta-Stile (D=15): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. Dow
Spray-N-Grip (D-SG): Full coverage Millennium
One Step FoamableAdhesive (M-OSFA): Continuous 0.25 to 0.54nch wide ribbons, 12'-inch o.c. i
Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0:5 to 0.75-inch wide ribbons, 12-inch o.c. v
OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) 3M
CR-20: Continuous 2.5 to 3-inch wide ribbons,:12-inch o.c. (Note: TITESET may be used where CR-20 is referenced). Note:
When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. A
Note, The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6.
Unless otherwise noted,.all insulations areflat stock or taper board of the minimum thickness noted'. Tapered polyisocyanurate at the following thickness limitations may be substituted with the
following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MDP listings in the tables; rather if MDP Fisting below meets or exceeds that listed
for a particular system in the tables, then the thinner board listed below may used as a drop -in for the equivalent thicker material listed in the table: r
Ashland Pliodeck(A-PD)' @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) Ashland
Pliodeck (A-PD)'@ 6-inch o.c. MDP -217.5 psf (Min. 1.0-inch) D
Dow Insta-Stile (D-IS); MDP -120.0 psf (Min. lA-inch) Millennium
One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-inch) s%
Millennium PG-1 Pump Grade Adhesive (M-PG1); MDP -157.5 psf (Min. 1.0-inch) OMG
OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) OMG
OlyBond 500 (OB500); MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) OMG
OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch'ENRGY 3) OMG
OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam 11) 3M
CR-20: MDP -117.5 psf (Min. 1.0-inch) 7.
Bonded polyisocyanurate insulation boards shall be maximum 4:x 4 ft. 8.
For mechanically attached components partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance
with FBC Chapter 16, and Zones 2:and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods
are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2 1.5.1(a) of FM LPDS' 1-29 for Zone 2/3 enhancements. 9.
For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational
analysis is permitted. 10.
for mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior
Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 3520.03.04-R17 for FL2533-1316 Certificate
of Authorization #9503 Revision 17: 02/04/2016 Prepared
by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 58
i
TRINITY I ERo
11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing, roof deck shall be examined for compatibility and bond performance with the selected
adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH1, as documented through field uplift
testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
N
TAINTEEDFLINTLAST CO MPONEN'r5 $t APPUCATtONrMETHODS`
R'
aF- gC®IVIODIFIEDBn'UMEN
Reference Layer Material Application
BP -AA Base Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20
Base and Ply sheets; Asphalt- Hot asphalt at 20-40.1bs/square
Applied) Ply Flintglas'PIy Sheet Type IV; Flintglas Premium Ply Sheet Type VI
BP-AA2 Hot asphalt in 24-inch diameter spots in 30-
Base, Spot -Asphalt -Applied)
Base Yosemite Venting $ase. inch grid pattern
BP AA3 Hot asphalt in 9-inch diameter spots in grid
Base, Spot -Asphalt -Applied)
Base Yosemite Venting Base pattern noted herein.
BP-AA4 Hot asphalt in 9-inch wide ribbons spaced
Base, Strip -Asphalt -Applied)
Base Yosemite Venting Base as noted herein.
BP-CA2 Base/Ply Glasbase;.All Weather/Empire Base; Fiexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 15 gal/square
Millennium:Hurricane Force Membrane
BP-CA3 Base/Ply Glasbase;.All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Adhesive,: beads spaced 6-inch o.c.
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20 Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA
SBS, Asphalt -Applied)
Hot asphalt at 20-40.Ibs/squareFlintlasticCap30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30 Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
Cap Cap; Flintlastic FR-P; Flintlastic FR' P :CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Brush or Karnak No. Cold
Note: Base ply cures overnight prior to application of the cap ply. SBS-CA1 Process Modified Bitumen Adhesive BrushProcesses
Flintlastic FR' Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR P CoolStar; SBS, Cold -Applied) Grade at 1 gal/squareCapFlintlasticPremiumFR-P; Flintlastic Premium FR-P CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseSBS-CA2
SBS, Cold -Applied)
Henry #903Adhesive at 1.5 gal/square. FlintlasticCap30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FIR Dual Cap
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; 'Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic
GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base
Flintlastic Base.26, Flintlastic Poly SMS Base; Flintlastic Ultra. Poly SMS Base Ply
Flintlastic Base'20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-
CA3 Millennium Hurricane Force Membrane Flintlastic
Cap 30; Flintlastic: Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR.'Dual SBS, Cold -Applied) Adhesive, beads spaced 6-inch o.c. Cap
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic
GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior
Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03.04-1117 for FL2533-1116 Certificate
of Authorization#9503 Revision 17: 02/04/2016 Prepared
by; Robert Nieminen, PE-59166 Appendix 1, Page 3 of 58
QTRINITYJERD
m"'s CERT_AlN itt) FGNTL`ASTIC® MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS CONTINUED49
Reference layer Material Application
Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20'T
SBS, Torch -Applied)
Torch -Applied
Flintlastic FIR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS;'Flintlastic GTS CoolStar; Flintlastic GTS-FR;
Ca p Flintlastic GTS-FR CoolStar, FlintClad
Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP-TA
APP, Torch -Applied)
Torch -Applied
Cap
Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar, Flintlastic GTA-FR; Flintlastic GTA-FR-
CoolStar
SBS-SA-H
SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering
Systems)
Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
Self -Adhering, Ply Flintlastic SA Ply Base; Flintlastic SA Mid Ply
SBS, Self -Adhering)
Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FIR CoolStar
14. Insulation is optional for Recover or ConcreteDeck. Applications using System Type (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "
MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior
Research and Design, U-C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1117 for FI-2533-1316 Certificate
of Authorization #9503 Revision 17: 02/04/2016 Prepared
by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 58
QTRINITY I ERD
TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E': NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System Deck Base Sheet Roof Cover MOP
Base Fasteners Attach Ply Cap
No. See. Note 1) Psf)
Min. 23/32-inch exterior
Poly SMS Base; Ultra Poly 12-inch o.c. at 4-inch lap and 36-.inch o.c. in two; BP-AASBS SBS-
AA, SBS- W82gradeplywoodatmax. 24- SMS Base See
Note 2 equally
spaced, staggered center rows AA,
SBS-TA or TA
or APP-TA 45.
0" inch
spans APP-TA Glasbase;
Flexiglas; Flintlastic Flintfast
3 in. Insulation Plates with Optional) BP - Min.
15/32-inch plywood at Base
20; Poly SMS Base; Ultra FlintFast #
12 or #14; Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in three, AA, SBS-AA, SBS-AA, SBS- max
24-inch spans Poly
SMS Base; Yosemite Insulation
Plates with DP or HD; OMG 3 equally spaced, staggered center rows SBS-TA or TA or APP-TA 97,
5 in.
Round Metal Plates with OMG #14 HD APP-TA W
Min. 15/32-inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and 6-inch o.c. in three, APP-
TA: APP-T.A 97.5 max24-inch spans 14 HD equally spaced; staggered center rows. Glasbase;
Flexiglas; Flintlastic Min.
15/32-inch plywood. at Base
20; All Weather/ Flintfast 3 in. Insulation Plates with 8-
inch o.c. at 4-inch lap and 8-inch o.c. at three Optional)
BP - SBS-
AA or W-85 max
24-inch spans Empire Base; Poly SMS Base; FlintFast #14; Trufast 3" Metal Insulation 3)
equally spaced, staggered center rows AA,
SBS-AA or SBS-
TA 97.
5 Ultra
Poly Base; Plates with Trufast HD SBS-TA Yosemite
Min.
19/32-inch plywood at Glasbase;
Flexiglas; Flintlastic 7-
inch o.c. at 3-inch lap and 7-inch o.c: in three, BP -
AA, SBS- SBS-
AA, 585- W86max
24-inch spans Base
20; PolySMS Base; Ultra See Note 2 equally
spaced, staggered` center rows AA
SBS-TA or TA
or APP-TA 105:
0 Poly
SMS Base; Yosemite APP-TA Min.
19/32-inch plywood at OMG 3 in. Round Metal Plates with OMG 7-.inch o.c. at 3-inch lap and 7-inch o.c. in three, W-87 max
24-inch spans FhntlastieAPP Base T 14 HD orbekfast Hex Plate with Dekfast equally
spaced, staggered center rows APP-TA APP-TA 105:0 14
Glasbase;
Flexiglas; Flintlastic Flintfast
3 in. Insulation Plates with Optional) BP - W
Min.
15/32-inch plywood at Pose Poly SMS Base; Ultra FlintFast #
12 or #14; Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in four, AA, SBS AA, SBS-AA, SBS- max
24-inchspans Poly
SMS Base; Yosemite Insulation
Plates with DP or HD; OMG 3 equally spaced, staggered center rows 5BS-TA or TA or APP-TA 127 5. in.
Round MetalPlates with OMG #14 HD APP-TA. W 89
Min..15/32-inch plywood at fhntlasticAPP Base T OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and 6-inch o.c. in four, APP-TA
APP-TA 127;5 max 24-inch spans 14 HD equally spaced, staggered center rows: TABLE 1F-
WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE
F: NON -INSULATED, BONDED ROOF COVER System.. Deck
Roof Cover No. See
Note 1) Primer MDP (
psf) Base Ply-
Cap W-90
Min. 19/32-inch plywood at max 24-inch spans FlintPrime orFlintPrime
SBS=
SAOptional) SBS-SA SBS-SA 127.5 SA ExteriorResearch
and Design, U-C. d/b/a Trinityl ERD Certificate of
Authorization#9503 Prepared by;
Robert Nieminen, PE-59166 Evaluation Report
3520.03.04-1117 for F1_2533-1116 Revision 17:
02/04/2016 Appendix 1,
Page 17 of'58
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hur-r-icane-Mitig-ation Inspection -Affidavit ----
Permit #: /6 136d p ,,;7,b b ;_
a
I, K L ! i'j'1-vim hereby acknowledge that I personally inspected
PIR' oof deck nailing and/or V econdary water barrier work
at % / Q J 1 rt1 kt n/S and have determined that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 F.S.
gn t re of Contractor Date
Printed/Name of Contractor License #
License Type: General Building Residential Roofing Contractor
or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OFF
Sworn to .o affir ed) and Mribed before me this 1_ day of , 20 , by
jidific"-fionw
who is Personally Known to me or has Produced (type of
as identification.
Pub
State of Florida
Print/Type/Stamp Name
of Notary Public
KEMEDONTAE K. TILLMAN
Notary Public - State of Florida
Commis:Ion #F FF 974OO5
wy Cdidm. Expires Jui 10, 2020
900ded through Nafi g Notary A..
r CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
e
Application No:
Documented Construction Value: $
I 1 e- de d c9Y 6
Job Address: Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: New Addition Alteration @ Repair Demo Change of Use Move
Description of Work: 9(PIAG € S laW) E,` )04 er,1?4
Plan Review Contact Person: P1 0 i'%('4 Z Title: PZ 0,9,,&V 4 M4 ,4 (,EP
Phone: LIOZ I- 3 3 / C Fax: Email:
Property Owner Information
Name Phone:
Street: Resident of property?
City, .State Zip:
Contractor Information
Name TC1 OLL/-lr1/t/SJ/00% Phone: Z/0,/- 6
Street: y/ 0 / f Z@ -o ' /' Z Fax:
City, State Zip: (3 ,1' LA-ti ,O 4 ,,CZ— 3 2 k &-S State License No.: C C QZ C j
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
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.
Signature of Owner/Agent Date Sig re of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Notary -State of Florida Date 91
u.1.Hi''.TON
Cy nr 2019
Underwriters a o wC
Contractor/Agen ` ' P&96nally Known to Me or C N 417 Q
Produced ID Type of ID o
z
N co
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
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Revision to Permit 16-1873
Revision to show that in addition to the re -pipe we also replaced the shower
pan, upgraded the drain lines for both bathrooms, kitchen and laundry room
and brought the water heater up to code.