HomeMy WebLinkAbout14-15403 CITY OF Z�PHYRHILLS
5335-8TH STREEf
<s i s��so-oozo 403
BUIL�ING PERMIT
Pgrmit Number: '15403 AddrBSS: 37943 8TH AVE
Pgrmit Type: RE-ROOF ZEPHYRHILLS, FL.
Class oF Worlc= ROOF REPLACEMENT Township= Range- Boo1c:
Proposgd Use= NOT APPLICABLE Lot(s): Blocic: Sgction:
Square Fget= Subdivision: CITY OF ZEPHYRHILLS
Est_ Value= Parcal Number: '10-26-2'I-00'10-09600-00�'I
Improv_ Cost= '1,200_00
Uatg Issugd= 6/'17/20'14 Name: BURGESS, WILLIAM 8. AMBER 8. MATT
Total FgBS- 67.50 Addrass: 6626 FOUN�ERS ST
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Uate Paid= 6/'17/20'14 Phone= 8'13-838-7240
Worlc Uesc= REROOF METAL
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TAPE JOINTS ROOF INSP
FINAL i ii -3 - (�
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REINSPECTIOIV PEES: Reinspection fees wi�l comply w�itF� Florida Statute 553_80(2�(c) when e�ctra inspe�tion
trips are necessary due to any one of the fo�lowing re�sons: a�wrong address b) condemned worrc resulting
from fau�ty construction c) repairs or corrections not made wF�en inspections called d� worrc not ready for
inspection wF�en called e) permit not posted on job site� plans not at job site g)work not ac�essible.
NOTICE= In addition to tFie requirements of this permit, tFier� 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, state agencies or federal agencies.
"Warning to owner: Your failure to re�ord a noti�e of commencement may resu�t in your paying twice for
improvements Lo your properLy_ If you intend io obtain tinancing� �onsult with your Ienc�er or ar�aitorney
before recording your nbtice of oommencement."
Complete P�ans� Specifications Must Accompany Appl�cation_ All work shall be performed ir� acoordance with
Ci Codes and Ordinances_ �VO OCCUPANCY BEFO C_O_
CON R SIGNATURE PERMIT OFFI R
P IT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE�
PROTECT CAR� FROM WEATHER
e�a;�eaoo2o City of Zephyfiills Permit Application Fax-813-780-0021
� Building Department
Date Received Phone Contact forPermittin —
Owner's Name � � ��� Owner Phone Number p�7 `$ 8" 7 Z
Owner's Address � (� �v• Owner Phone Number � �
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Titleholder Address
JOB ADDRESS � �� 7 �T� �V- Z �' ►'� �U'S '�- �Q7��� LOT�! �
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROP03ED e NEW CONSTR B ADD/ALT Q SIGN � [� DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK ��� �
BUILDING SIZE � � . SQ FOOTAGE� HEIGHT
BUILDING 3 • �' VALUATION OF TOTAL CONSTRUCTION
��.�
QELECTRICAL $ AMP SERVICe Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ � /���
QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION
� J
QGAS Q ROOFING � SPECIAL7Y 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
/
BUILDER ��""'" , � � COMPANY
SIGNATURE 1 REGISTERED Y/ N FEE CURRE� Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTEREO Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISfiERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SiGNATURE REGISTERED Y/ N FEE CURREP Y/N
Address License# �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new consVuction,
Minimum ten(10)working days after submittal date. Required onsite,Co�struction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary FadNtles 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safdty Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faalities 8�1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
•"•PROPERTY SURVEY required for all NEW constructiQn.
Directlons:
Fill out application completely.
Ovmer 8 Contractor sign back of application,notarized
If over SZ500,a Notice of Commencement is requtred. (AIC upgrades over 57500)
•• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of AppUcation Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
3M Metals - JM Rib- Metal Wa11 Panels Page 1 of 2
��� Space Gaast 321 639 1537( Tampa Area 727.544.43QQ
J�I WE SELI DIBECI'-WE DELIVER TO ALL FLORIDA
1�'��Z'A,Irs Metai Raofing Manufacturer and Distnbutor
HOME METAL ROOFING FLASHING&TRIM FREE ESTIMATES CREDIT APpLICATION CONTACT US
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METAL WALL AND ROOF PANELS
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JM RIB Series offers a wise investment for any roofirrg or siding project.These panels provide an attrective,durabie and economical
metai panel system.
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-26 and 29 Gauge
-Lengths are 6'0"Minimum and 40'0"Mapmum
Rake Fisshing -Width avaiiabte 36"
Flashing:
�`� -We have a full Sine of trims and flashing availabie for yaur specific requirement.
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Force Engineeri�g&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
TRI COU'NTY METALS
29 Ga. Ulira-Rib Roof Panel over 15/32"Plywood
Florida Product Approval #4595.2 R2
Florida Bu,ildiog Code 2030
Per Rule 9N-3
Method:i-0
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:9N-3.005(1)(d) ,uN 1 '� 20�4
NON HVHZ
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Product Manufacturer: ��-T-Y pF �E�'NYRH�LL�
Tri County Metals �[�,�� '
301 SE 16`�Street PLpNS ����,,��"`-
Trenton,Florida 32693
n i �er Evaluator
Terrence E.Wolfe,P.E.#44923
Florida Evaluation ANE ID:1920
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Evaluation Report Pages 1-4
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FL#4595.2 R2
February 20, 2012
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Force Engineering&Testing Inc.
19530 Rambiewaod Drive
Humble,'TX 77338
Compliance Statement: The product as described in this repart has demonstrated compliance with the
�lorida Building Code 2010,Sectians 1504.3.2,1504.7.
Produd Descriptian: U{tra-Rib Roaf Panel, Min. 29 Ga.Steet, 36" Wide, through fastened roof panel
over 15/32"Piywood decking.Non-Structural Application.
Panet MaterialjStandaMs: Material: Minimum 29 Ga.Steel canforming#a Florida Suilding Code 2010
Section 1507.4.3.
Yield Strength: Min.80.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Cade
2010,Section 1507.4.3.
Panel Dimension(s): Thickness: O.Q145"min.
Width: 36"
Rib Height: �."major rib at 9"O.C.
Panel Rallformer: MRS Metal Rollforming Systems
Panel Fastener: #10-16 x 1-1/2"HWH Woodgrip with sealing washing or approved equal
Y"minimum penetration through plywood
Corrasion Resistance:Per Florida Buiiding Code 2010,Section 15Q6.6,1SQ7.4.4
Substrate Description: Min.15j32"thick,APA Rated plywaod over supparts at maximum 24"O.C.
Design of plywaod and plywaod supports are outside the scope of this
evaluatian. Must be designed in accordance w(Flprida Buiiding Code 2010.
pesign Uplift Pressures:
Tabk"A"
Maximum Total UpUtt Desi�n Pressure: 84.3 psf 146.0 psf
Fastener Pattem: 9"-9"-9"-9" b-5�-2.5"-b.5"-2.5"-
6.5"-2.5"-6.5"
Fastener Spadng: 24"O.t. 12"4.C.
"Design Pressure includes a Safety factor=2.0.
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FL#4595.2 R2
February 24, 2Q12
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Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,'T'X 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010,Section 1504.3.2,1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010,as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04-Uplift Test for Roof Covering Systems
■ FM 4471,Section 4.4-Foot Traffic Resistance Test.
Reference�ata: 1. UL 580-94/1897-98 Uplift Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.136-0393T-07G,H
2. FM 4471-10,Section 4.4 Foot Traffic Resistance Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.136-0027T-12C
3. Certificate of Independence
By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010,including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12,lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturers installation guidelines per Florida Building Code 2030 Section
1507.4.5.
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FL#4595Z R2 February 20, 2��2
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Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Roof Pa�el Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erectio�details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support fr�ming must be in compliance with Florida Building Code 2030
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
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FL#4595.2 R2 February 20, 20�2