HomeMy WebLinkAbout711 E 1st ST 18-4521 Roof South BldgF�Rp
5
CITY OFball
BUILDING DIVISION
F o
gqr tai^i.
NOV 13 2918
PERMIT APPLICATION
^ yszl
Application No: I �
Documented Construction Value: Alto ap 06P/ 000
Job Address: %l1 L-:-, Jrl FL Historic District: Yes[] Noa
Parcel ID: o O • / 9 - J j, J 00.0 O `/O • 0 000 Residential ❑ Commercial E'
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of
'ofUse El Move
Description of Work: ,Q F,eo&F �� 1 A/d'r .OLn L'Lt; � i:t7•L4�/ 6
-� .� - - � .,rr• - _ars
Plan Review Contact Person:
4 tiJ U /ay &,a
cLC-_
Title:
OWAJ Q2
x
Phone: L/0'7- add • 855,f
Fax: q07 -20,L O d16
Email:
atlLoc![looFin r
s 6-eAro oH, • het
Property Owner Information
Name To Aw Ltrk-e Phone: 1m10_7"'16?- 3222
Street: '7 /! L • /S t . J'f . Resident of property?:
City, State Zip: .0 A. i ra&,V. SA -7-21
Contractor Information
Name A-0 W UG A 0 U Ir/1V C� _ Phone: LIO7. 3 2.2 - g 5_5 Je
Street! eou ic/Lc-nu AL -,e Fax: y07^ 21e
City, State Zip: CC- 3 o.!7/ State License No.: CC C p z S0/
Architect/Engineer Information
Name: Nom'
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: 'd [/- -
Fax:
E-mail:
Mortgage Lender: AAA
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.
opz 1 4
a V. s
�7
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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.
c> NA— a -
Date 5 a-iure of Con ctor/Agent Date
Name
Si d DONALD RASH Q£Notryr�iYF �lfil(+QRlotida Dale
j:, •� Commission: FF 121706
- Notary Public-Statey '
+f" My Comm. Expires Api 161019
-
Commission pFF 2�'•','.crr:`.+
My Comm. Expires Ap
Owner Me or ontractor/Agent is _Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑
# of Heads
Fire Alarm Permit: Yes ❑ No
❑
APPROVALS: ZONING:
UTILITIES:
WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE:
BUILDING:
THIS INSTRUMENT PREPARED BY:
e
Name: Alan Dean Shoemaker
Address: ' PO Box 1885
Sanford, FL 32772-1885
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number: 30-19-31-300-0040-0000
I lien( still alln 111111 Inn lion sill un
Gt:A;NT MALOYr SEIMINOLE COUNFY
,11=kit OF CIRCUIT COURT h COMPTROLLER
BK 9152 Ps 128 (iPss)
CLERK'S r 2018067370
RECORDED 06/13/2018 11:25:39 All
RECORDING FEES 810.00
RECORDED BY 11devore
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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
SEC 30 TWP 19S RGE 31E BEG SW COR LOT17 BLK H 1ST ST EXT RUN S 82 DEG 47 MIN E 253.63 FT
S 6 DEG 34 MIN W 182 FT N 82 DEG 47 MIN W 253.63 FT N 6 DEG 34 MIN E 182 FT TO BEG
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Re -roofing of (2) buildings (Manager's Office & South Building) including necessary HVAC and Electrical work.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Town N Lake, 711 E. 1st St., Sanford, FL 32771 (Mailing: PO Box 1885, Sanford, FL 32772-1885)
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name: Same as Owner
4. CONTRACTOR: Name: Adcock Roofing Phone Number: 407-322-9558
Address: 800 S. French Ave., Sanford, FL 32771
S. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
6. LENDER:
Address:
Phone
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Alan Dean Shoemaker Phone Number. 407-468-3222
Address: PO Box 1885, Sanford, FL 32772-1885
8. In addition, Owner designates
of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 12-31-2020
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 1, 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.
L -
(Signetu rear or Las .or O«nNs or Lessee's
AUU,onied gfirArna ormanner/Manager)
State of Ft- Gzi-':�>(" Countyof SCfy\'("O(-i=
The foregoing Instrument was acknowledged before me this zi4i
by
name of person mamng stetemem
who has produced identification 0 type of identification produced:
,.wgwjw,,, - KYLE J. NIC H LS
.VN .
;•,.� 6s Notary Public • State of Florida
Commission i FF 952711
' -
My Comm. Expires Fab 3.2020
n:
' ft'Oe- flondedthrough National Notary Assnn
.
Alan Dean Shoemaker, Partner
(Pnnt Name and PmHde Signatory's TWWOIfiw)
day of J
Who is personally known to meyy OR
I
:A
Business ProfessionalRegulation
KIS Home Log In 1 User Registration I Hot Topic Submit Sur haige stats a Fad Pubikations 1 FEC Sinn ECLS Ste Map Unla Seam
b
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Product Approval
dpr USER: Public U e PERMIT
Pmaua Approval Menu > Pmaurt or AopliuWn Seam > Apollopon Llet> Appllration Detall
FL # FL18355-R4
Application Type Revision
Code Version 2017 A �' w P
Application Status Approved ■7 11 ( _
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tannko.mm
Authorized Signature Kerri Eden
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
ke"!_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category RooAlph 00't
Subcategory Asphalt Shingles
Compliance Method Eva ua on an. Registered Architect or a Licensed
Florida Professional Engineer
7 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden
!0 Validation Checklist - Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FDC Eval Report Shinoles final odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FLIB355 R4 Eauiv UL letter for standards for FOC 2017.odf
Sections from the Code
http://www.floridabading.org/pr/pi _app_dtl.aspx?paratn=wGEVXQwtDquvosrHazGXQ... 3/1/2018
11V11V4 LLL11VSlfb' VVLLI Vlllllr\,
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBG Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
1 4b'H L V1 L
FL * Model, Number or Name
Description
18355.1 Glass -Seal, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL18355 R4 11 7BP35001.4 2017 FBC Eva] Report Shinoles
final.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE -74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FLIS355 R4 AE TBP15001.4 2017 FBC Eva] Report
Shingles final.odf
Created by Independent Third Party: Yes
Bad Next
aContact Us:: 26DI Blair Stone Road. Tallahassee FL 3199 phone: 1140487-11114
The State of Honda is an WEED employer. Convrioht 2007-2013 State of Florida.:: PMacv Statement :: Amaeslblllty Statement:: Refund Statement
Under Fonda law, email addresses are Public records. If you do not wart your e -mall address released In resmnse W a public -records request, do not send
electronic mall to this entity. Instead, contact Ne office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to
Seton 455.275(1), Honda Statutes, effective October 1, 2012, licensees Iimnsed under Chapter 455, F.S. must provke the Department with an arnall address If
they have one. The !mans provided may he used for oRldal mmmunication with the licensee. lowever email addresses are public record. If you do net wish m
supply a personal address, please prowle the papemhenl with an email addmss which can be made available to the public. To determine If you are a licensee under
Chapter 455. F.S., please did, herr.
Product Approval Accepts:
®W1®Ei�®
Credit Card
Safe
http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 3/1/2018
CR
EEK
r' Certificate of Authorization No. 29824
FE �K' 17520 Edinburgh Dr
Tampa, FL33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September 25, 2017
220 West 4tl1 Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -05402-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -11402-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -31402-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
ASTM D 6381
2008(2013)et
PRI Construction Materials Technologies (TST5878)
TAP -317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)el
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
08CA59132
ASTM D 3161
2016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (rST9628)
12CA24551
ASTM D 3161
2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)el
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001.4
FL18355-R4
Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
R E E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
(Frederick, Joplin &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
(Frederick &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4' x 36', ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage®
13-1/4" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-1/4' x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
12" x 36', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
HeritageV Vintage®
17-1/2'x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & Frederick)
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate
12" x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick)
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick & Joplin)
shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg)
surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FI -18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (Vat):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasa)
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
Heritage® Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE
1-143291
EXPOSURE 6-6/8"
12-1/2"-+- 12-3/8" -+- 12-1 /2"-►
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
E::�]/EOND
EXPOSURE 5-5/8"
1� �7-i/2'�7-112"-►� 7�/8"-*-7-1/L"�7-1/2"-►I �-1"
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
11-4IT:112+7-1}2'b1*7-818+-112+7.1122 �-
Figure 5. Heritage® Woodgate
6 Nail Pattern
7e r
12.1/2"
Common Bond
FASTENERSCh
I
*2 1
iR1
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail pattems from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of l l
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
'.
Florida Building Code Online r V k) 00t U/3,, j M k w 4 -
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FL2309 New
FT Synthetics Inc.
In n W. Knezevich, PE
Approved
Category: Roofing
64) 772-6224
Subcategory: Underlaymen
'Approved by DBPR. A
meals by DWR shall be nwi ntl reti8m
by tie POC and/or the Compassion
d necessary.
Contact Us 2601 Blair Stone Road Tallahassee Ft 3Poo Phone: 850-487-1824
The State of Florida is an WEEO empipyer. coovrwht 2007-2013 State of Florida.:: Pm icy, Sttement :: Accessibility StatemerK :: Refund Statement
Under Fonda law, mail addresses are public records. If you do not want your ¢-mall address response
s released In to a public -records request. do not send
amcimmlc mall to MIS entity. Ingead, contact the office by phone or M traditional Mass. If you have any questions, phis%contact $50.407.1395. *Pursuant m
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Named under Chapter 455, F.S. mus[ provide the Departm of with an .11address R
they hand ane. The malls provided may be used for official communication with the licensee. However email addreeas are public record. If you do not wish in
supply a personal address, Plaine provide the Department with an email address which an W made available M the public. To detertnlne If you are a ncwrsee under
Chapter 455, F.S., please dick DIM.
http://www.floridabuilding.org/pr/pr_app_Ist.aspx
Product Approval ,
rroovv�al A�cm��,yts:
rr I4I,= 0 I€.5,�
Credit Card
Safe
3/1/2018
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[EIT-iPLATINUM
Synthetic Roofing Underlayment
Installation Instructions:
Caution: Always follow Safety Instruction, Building Codes and Safe Work Practices
issues by the local Govt. bodies (e.g. OSHA / WCB)
FT Synthetics products should be installed with Plastics Cap or Metal Cap nails with either ring shank
or smooth shank Nails. DO NOT USE STAPLES. Use of staples will void the Manufacturer's warranty.
FT Synthetics products are a secondary layer protection approved for installation over Plywood with
proper fasteners. FT Synthetics underlayment is an air, vapour and water barrier with <1 Perm.
FT Synthetics underlayment is laid out horizontally with printed side up using 6" vertical laps and 4"
horizontal laps. The overlaps ensure that the water runs over the overlaps without getting under the
material. Before installing the underlayment ensure that the roof is clear of any debris or any sharp
protrusions.
Product must be attached to the roofing structure using 1" plastic or metal cap nails. Product must be
fastened with the nail pattern printed on the product. All anchoring must be performed flush to the
roof, 90 degrees to the roof deck that will hold the material tightly with the plywood. The use of every
other anchoring location printed on the product is also acceptable. For prolonged exposure, double
the overlaps and use every anchor location. Product has 180 Days UV protection but it should not be
considered a final roofing system. A proper final roofing system should be installed over the product
to get the proper protection. Product is a secondary barrier used over plywood, under a roofing
system like wood and asphalt shingles, tiles, slate and metal roof.
Safety Notification:
FT Synthetics products are designed with the GRIPSPOT technology for better skid protection for the
roofer but product may become slippery due to high moisture, frost, rain, water, dust, debris or other
conditions. Use precautions when working on the roof. Follow all local and federal safety codes when
installing any roofing system including FT Synthetics products. Failure to adhere to those procedures
may result in serious injury or even death.
FT SYNTHETICS 11111 - $U�fE BCtV3W 3H8 h Avenue Toll Free Ph: 1-844-353-9639
Phone: 664.594-3439
y Fax: 664-594-3569
Canada
-s-
.Single Layer Application of FT PLATINUM
For slopes greater that 4:12 FT PLATINUM should be installed horizontally starting
from the bottom of the roof with a 4 inch overlaps working up the roof.
Double Layer Application of FT PLATINUM
For slopes 2:12 to 4:12 FT PLATINUM should be installed horizontally starting from
the bottom of the roof with a 4 inch overlaps working up the roof.
FT SYNTHETICS Sur ey BCIV3W 3H8 Fax: 604-594-3589
Phone: 604-594-3439
Canada
-6-
INSPECTION SEQUENCE
BP# 18-4521
ADDRESS: 711 East I" Street
BUILDING PERMIT
Min Max
Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
10
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
1000
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Chan e of Use
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
PLUMBING PERMIT
Min Max Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
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A/C COMP ATTACHMENT
TOWN -N-LAKE APTS.
711 E IST STREET
w—
William F. Stuhrke, PhD, P.E.
Florida Registration
# 22150
BUILDER:
1 sixcs use
LICENSE COCIS10423
P. 0. Box 1885
Sanford, Florida 3277
Volee(407)322-3103
Fax(407)322-1205
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SUPPLIED BY MEO
CONTRACTOR.
BASE PLATE IS TO
SECURED TO THE f
2X8 P.T. PLATE W/
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HEAD LAG SCREWS
PERMIT #
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EXISTING WOOD
TRUSS @ 24" O.C.
NEW 2x8 P.T. PLATE ATTACHED TO TOP
CORD OF EXISTING TRUSS W/ (3) GALVANIZED
1/P x 4" W/ A WASHER BENEATH THE HEX HEAD.
(TYP. @ (5) TRUSSES)
PLAN VIEW
SCALE: 1/4" m V-0"
NEW 2x8 P.T. PLATE ATTACHED TO TOP
OORD OF EXISTING TRUSS W/ (3) GALVANIZED
I/2" x 4" W/ A WASHER BENEATH THE HEX HEAD
REVISIONS
;IYP. @ (S) TRUSSES EACH SIDE) r
DaSTING PLYWOOD
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NEW 2x8 P.T. PLATE ATTACHED TO TOP
OORD OF EXISTING TRUSS W/ (3) GALVANIZED
I/2" x 4" W/ A WASHER BENEATH THE HEX HEAD
REVISIONS
;IYP. @ (S) TRUSSES EACH SIDE) r
DaSTING PLYWOOD
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CONTRACTOR.
A/C MOUNTING SY
SUPPLIED BY MEQ
CONTRACTOR.
BASE PLATE IS TO
SECURED TO THE P
2X8 P.T. PLATE W/
GALVANIZED 1/2"b
HEAD LAG SCREWS
OFFICE
--------------------------------------
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PERMIT #_ /o'- 9r::i2 C --
NEW 2x8 P.T. PLATE ATTACHED TO TOP
CORD OF EOSTING TRUSS W/ (3) GALVANIZED
1/2' x 4" W/ A WASHER BENEATH THE HEX HEAD.
(TYP. 0 (5) TRUSSES)
_
EXISTING WOOD J
TRUSS 0 24" O.C.
NEW 2x8 P.T. PLATE ATTACHED TO TOP
CORD OF EXISTING TRUSS W/ (3) GALVANIZED
1/2" x 4" W/ A WASHER BENEATH THE HEX HEAD.
[TYP. 0 (5) TRUSSES EACH SIDE)
DaSTING PLYWOOD
)ECIONG
TOP CORD OF EXISTING
NOOD TRUSS @ 24" O.C.
PLAN VIEW
SCALE: 1/4" = V-0'
ELEVATION VIEW
SCALE 1/4" = 1'-0'
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A/C COMP ATTACHMENT
§William F. StUhrke,
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TOWN +_w� zo "ipmEA��Florida\o■■ p
sFOR Re 32771 _.CGCI _23
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CITY OF /vs G✓�i/!��'-�J/ /�/!t
A 1�T�®� T \ Building & Fire Prevention Division
is1 �1�1 illi RESIDENTML RE -ROOF AFFIDAVIT
FIRE DEPARTMENT
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS
PERMIT#: V - 7 ADDRESS: 7 C - ye• C14
IJlz_e .L I -AV 6(pC'*_ , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR
ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE
FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE
ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE
REQUIREMENTS—SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION 1 CERTIFY THE INSTALLATION MEETS ALL
REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT
MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844).
LICENSE #: C..6 _ XS -D
COMPANY/CONTRACTOR:
CONTRACTOR SIGNATURE: /
(MUST BE SIGNED BY LICENSE HOLDER
A FINAL ROOF INSPECTION IS REQUIRED:
DATE:
THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF JUES4NAf-ROOF INSPECTION,
ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING,
UNDERLAYMF.NT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK
FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND
OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE
PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS.
**FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE—INSPECTION FEE AS
WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL
INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS.
STATE OF FLORIDA COUNTY OF A CA" lv o t_4_
Sworn to and Subscribed before me this /0 day of A,LsUL- 20 /(by:
,Aubr z( -J AOLJ o C.-k—Who is D Persol ally Known ne or has 0 Produced (type of
' nDe
) as identification.
Si tary Public
State of Florida DONALD AASH
P�rintV/TarylpseG/Stam4nCp IName
NMoytCraoryommPmmuhis.lsEiciMoP-niSrsetsaFtFAe p2o2r(t1Fl76o0, 2fin0
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of Notary Public