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HomeMy WebLinkAboutScanALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: s Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential f PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 2-0p if Legal Description: M/ d� �%©� �a P 2, M. 5-PA-1 Property Tax ID #: 7 131 0 pO%— Lot No. Site Plan Name: AVA Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: /;rSa as `5"1& ' CONSTRUCTION INFORMATION: Additional war to Jee e{ orme un er t is permit - c ec a app y; 0HVAC L� Gas Tank ElGas Piping _ Shutters windows/Doors Electric 0 Plumbing F]Sprinklers Generator 0 Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ Utilities: Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Zt Name Name: Address: =df Company: City: f'� ' E//` State Address: kle Zip Code:Fax: City: State Phone No. fs Z& 3 Zip Code: Fax: L007 E-Mail: Phone No. 7 Fill in fee simple Title Halder on next page I if different E-Mail:dK from the Owner listed above} State or County License: C � 3� p©v ;I - it value or construction is 52500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL. CONSTRUCTION LIEN LAW INFORMATION: DESIGNER ENGINEER: Xot Applicable Name: MORTGAGE COMPANY: Not Applicable Name: Address: Address: City: State: Zip: Phone FEE SIMPLE TITLEHOLDER: _-__, Nat Applicable Name: City: State: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: Address: City: Zip: Phone: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing consult with lender or an attor b f commenc' work or recordingour Notice of Commencement. . ney a ore Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORID // COUNTY OF� C��/GI STATE OF FLORIDA COUNTY OF The forgoing instru t Waf ackn wledged before me this day The forgoing instrument was acknowledged before me ,z of 2019by this day of 20_ by Name of person making statement Name of person making statement Personally Known _ }V OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced {Signature of Notary Pu lig toglSSlc]ni # GG0504i0 (Signature of Notary Public- State of Florida J ,'toF EXPIRES ovember 29, 2020 Commission No. teal Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED iev. 8/2/17 PROPOSAL SUBMITTED TO: Kevinort s 2208 N 42nd stFort PierceFL34946 (772)206-97(3(772)206-9763 okevin33Qattnet 9/19/2017 Chris Geist Southeast General Contractors Group, Inc. Southeast General Contractors Group Inc. 3121 Skyway Cir Suite F Melbourne, FL 32934 (877.)407-3535 Southeast General Contractors Group Inc. 3121 Skyway Cir Suite F Melbourne, FL 32934 (877) 407-3535 PR0P0SAl_ Sales Representative Chris Geist (877) 407-3535 cgeist@southeastcontracting.com Kevin ©rtig 2208 N 42nd st Estimate # 1157 Fort Pierce, FL 34946 Date so Saat40stG mnd EaMrAid=tirmp, Im 9121/2017 www.southeastcontractinq com CGC060247 CCC1330002 Job Description: Remove existing roofing and install new asphalt shingles. On The Slope Deck: -Provide roofing permit -Provide Dumpsters -Remove existing roofing down to the wood deck. -Replace ail bad decking(billed at $65.00 each 4x8) -Re-nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844F.S.) - Install undedayment listed in description. -Install now valley metal 18" 26ga set in plastic roofing eement.(if required or applicable) -Install new drip edge 3"x3" aluminum. -Install new low profile or Cobra Ridge vent -Install new exhaust vents and lead boots. -Install 130MPH Shingle specified in description above. Not Included: Gutters Metal Fascia trim Metal roof structures Satellite dish removal and replacement(upon request) Screens and screen enclosures Solar heating removal and replacement. Skylights -pricing below Truss repair(separate estimate) Additional Items: Plywood: Cost $65.00 per sheet labor and material included on job. Fascia: Cost $8.80 OF labor and material - Second Layer Removal: Cost $28.00 per square. Chimney Flashing: Cost $225.00 Sidewall Flashing: Cost $275.00 Flashing, step, counterlbase Cost $17.25 LIF labor and material. Gutter removal: Cost $.50 LF Rafter tail repairs: Cost $90.00 each Skylight replacement and- Cost: $125.00 each flashing. General Terms and Conditions 1. This proposal, including all terms and conditions, shall become legally binding attachments to any contract entered in between Southeast General Contractors Group Inc. and the financially responsible person for which the work shall be performed. 2. Change Orders, contractor may accept a "change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be in writing and signed by the owner and Contractor. Any increase to the contract price shall be paid by the owner upon ordering the work called for in such "change order" or upon execution of the change order as required by the customer. 3. Tamko products hold a 30 year manufacturers warranty with a 15 year non prorated warranty.(see warranty provided by Sales Consultant) Southeast General Contractors Group Inc provides 15 year workmanship warranty after final payment. 4. Atlas products hold a 50 year manufacturers warranty with a 15 year non prorated warranty. (see warranty provided by Sales Consultant) Southeast General Contractors Group Inc, provides 15 year workmanship warranty after final payment. 5. Southeast General Contractors Group Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. 6. Same as cash financing (SAC) (3,6,12 and 24 months) options will add additional fees to the original contract. Standard 1-12 month financing will not add additional fees to the original contract. (please ask Sales Consultant for more information). Item Description Qty Price Amount Tamko Heritage with Synthetic Tamko installed with Rhino synthetic undedayment 1.00 $4,270.00 $4,270.00 Plywood 4x8 Additional plywood 4x8 10.00 $65.00 $650.00 Sub Total Total S P E C I A L I N S T R U C T I O N S $4,920.00 $4,920.00 Kevin Orbs 9/2W2017 Devin Ortig Date Job Description: Remove existing roofing and install new asphalt shingles. On the slo a deck: • Provide roofing permit • Provide dumpsters + Remove existing roofing down to the wood deck • Replace all bad decking (billed at $65.00) 2 Included in price • Re -nail deck as required by Hurricane Mitigation Retrofit Manuel (Based on 553.844 F.S.) • Install Resisto Peel and Stick Underlayment. Install all new valley metal 18" 26ga set in plastic roofing cement. (Ifrequired) • Install new drip edge 370" aluminum • Install new Low Profile Ridge Vent/Cobra Ridge Vent XN/A • Install new exhaust vents and lead boots • Install Tamko Heritage 130MPH shingles_ • Free Wind Mitigation report at completion ofjob. Not included: Gutters Metal fascia trim Metal roof structures Satellite dish removal or replacement Screens and screen enclosures Solar heater reinoval or replacement Skylights— Truss repair Additional Items: Plywood: Cost $65.00 per sheet labor and material 2 included on job_ Fascia: Cost $8.801/f labor and material Second layer removal: Cost $28.00 per square Chimney flashing: Cost $225.00 Sidewall flashing: Cost $275.00 Flashing, step, counter or base: Cost $17.25 l/f labor and material Gutter removal: Cost $.50 Rafter tail repairs: Cost $90.00 each Skylight replacement and flashing: Cost $125.00 each Site Address: 2208 N 42 nd ST Map ID: 14/31 S Ownership Kevin Ortiz Linda. A Bucci 2208 N 42nd St Fort Pierce, FL 34946 Michelle Franklin, CFA— Saint Lucie County Property Appraiser — All rights reserved. Property Identification Parcel ID:1431-801-0007-000-5 Account #: 10742 SedTown7Rauge:31/34SI40E Zoning: RS4 Use Type: 0100 Jurisdiction: Saint Lucie Cc" Legal Description HARMONY HEIGHTS NO 4 BLK 5 LOT 7(OR.1127-5L 3069-1298) View: Year Built: 1955 Primary Wall: Conc Block Bedrooms: 2 Full Baths: l half Baths: 0 RoofCovcr. Fibrglss S Frame: Story HcighC 1 Story A/C °!o: 0% Heated %: 0% Sprinkled %: 0% $17,867 Current Values Just/Market. $20,900 Assessed: Exemptions: $17,867 Taxable: Date Book/Page 03-142009 3069/1298 02-13-1998 1127!0512 09-01-1977 0274/2620 View: Year Built: 1955 Primary Wall: Conc Block Bedrooms: 2 Full Baths: l half Baths: 0 RoofCovcr. Fibrglss S Frame: Story HcighC 1 Story A/C °!o: 0% Heated %: 0% Sprinkled %: 0% $17,867 Year lust/Market $0 2617 $20,900 No. Units: I 2016 $17,500 Interior Data 2015 $18,000 Electric: AVERAGE Sale History Sale Code Deed Grantor 0311 QC Bucci,LindaA YIX02 WD Betty) Slay XX01 CV Primary Building Information Finished Area ofthis building: 910 SF Gross Area of this building: 864 SF h Extericr Data Historical Values 3 -year Assessed Exemptions $17,867 $17,867 $17,500 $17,500 $18,000 $18,000 S Roof Structure: Gable Building Type: HD+ Gradc: D+ Effective Year. 1970 No. Units: I Sccondary Wa11: Interior Data 7,755 Electric: AVERAGE Primary Int Wall: Heat Type: Avg Hgt/F1uor: 0 Heat Fuel: t',.Rs.,. rl— n — -- Total Areas Taxable $0 so $0 Price $100 $25,000 Flnished/UnderAir (SF): 810 Gross Area (SF): 864 Land Size (acres): 0.18 Land Sine (SF): 7,755 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Olt t1TUATYAVG 1 64 2010 This information is bctieved to be correct at this time but it is subject to change and is not warranted. C Copyright 2017 Saint Lucie County Property Appraiser. All rights to erved_ CREEK TECHNICAL SF-RVIGES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4`' Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 (417) 624-6644 Manufacturing Plants: Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -117-02-01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2014) Category: Roofing Subcategory: Asphalt Shingles Code Sections: '1507.2.5, 1507,2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued December 14, 2015 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 -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PR] 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 -344-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)el PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e4 UL 2390 ASTM D 7158 2008d UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 08GA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) 1 OCA64882 ASTM D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)el UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TSP15001.2 FL18355-R2 Page 1 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. TAMKO BUILDING PRODUCTS MCREEKAsphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal@ 12-114" 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 12-114" 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 12-114" 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@ 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, Joplin, Phillipsburg & reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114" 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. Heritage@ Vintage@ 17-112" 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 13-114" 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. TBP15001.2 FL18355-R2 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 INSTALLATION Elite Glass -Seal® Basic Wind Speed (Vt,it): (Frederick, Joplin & Basic Wind Speed (Vas,j): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 111 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min- 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction - In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Instailed with 5-1/8 inch 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 -118 -inch 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. NAILS Nalling' ... _ ...------ 6-7)811AI'$la ... ------ -- Nailing Area I ige Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattem (Non-HVHZ only) NAILS BuIGt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern r9/ " TBP15001.2 FL18355-R2 Page 3 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. 6-118 1-1 FASTENERS NAIL ZON E COMMON 70 19OND EXPOSU RE 6-5/8" 1" �--- 12-112" --► - 12-318" - 12-112 `1-� �--1 11 Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND f4 -i-112`# 7-1#2"�- i 3J8'�-►�- r -1 #2"+�-�-1#2"� �4---1 E, Figure 4. Heritage@ & Heritage® Premium 6 Nail Pattern G 5-5J8` TBP15001.2 FL18355-R2 Page 4 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. TAMKC BUILDING PRODUCTS ECREEK TECHNICAL SERVICES, LLC Asphalt Shingles Heritage® Basic Wind Speed (V,,,t): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vasa): Max. 150 mph Phillipsburg & Tuscaloosa) & Dock (HVHZ): In accordance with FBC requirements; Heritage@ Premium Solidly sheathed min. 19132 in. plywood or wood plank for (Dallas, Frederick new construction; Min. 15132 in. plywood existing Phillipsburg & Tuscaloosa) & Fleck (Non-HVHZ): construction. In accordance with FBC requirements; Heritage@ Woodgate Solidly sheathed min. 15132 in. plywood or wood plank for (Dallas & Frederick) Underlayment: new construction; Min. 7116 in_ OSB existing construction_ In accordance with FBC requirements. Min_ slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5-518 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. 6-118 1-1 FASTENERS NAIL ZON E COMMON 70 19OND EXPOSU RE 6-5/8" 1" �--- 12-112" --► - 12-318" - 12-112 `1-� �--1 11 Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND f4 -i-112`# 7-1#2"�- i 3J8'�-►�- r -1 #2"+�-�-1#2"� �4---1 E, Figure 4. Heritage@ & Heritage® Premium 6 Nail Pattern G 5-5J8` TBP15001.2 FL18355-R2 Page 4 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. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles 0 TECHNICAL SERVICES, LLC NAIL ZONE( STENERS_ COMMON BOND c I. FT pd6. A7eRE5518" 1 s�7-112''+7-1/2'47-3A8+-1I2+7-1 f2U� �— V Figure 5. HeritageO Woodgate 6 Nail Pattern 39-318" 4 -- El 0 Common Bond A 7 I Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern PAINT LINE, 7-718" -- - - _. - - - - - - - --------- _- ---- --------NAI L ZONE fi-118" E OF J EDGE —L EDGE BOND EXPOSURE S -5I8" ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF - -- - --- COMMON BOND PREFERRED FASTENER LOCATION Figure 7. HeritageO (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 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. ECREEK TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed (V�lt): (Frederick) Basic Wind Speed (VA): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TE TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 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 manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 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 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. 51/2" EXPOSURE 12`- Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (nort-HVHZ only) FASTENERS NAIL ZONE! bOMMON BOND 5 PI NAIL ZONE/ COMMON BONG? 5t%2"EXPi?SURE 5" €'��j�-��tf���'] �i.k. R������ �tT'17 �� I♦� 1 f! I Figure 9. He7ritage@ Premium (Frederick) 8 Nail Pattern TBP15DD1.2 FL18355-R2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 7 Technical Services, LLC of any product changes or quality assurance changes throughout the i This evaluation report does not express nor imply warranty, installation, recommended use, or specifically addressed herein. Page 6 of 11 nufacturer shall notify CREEK n for which this report is valid, product attributes that are not 011111111111111111 TAMKC BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (V„1,): Max_ 194 mph (Frederick) Basic Wind Speed (V,,d): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 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/ COMMONBOND 1 -1121 EXPOSURE Y' 12-3181---- 11" ---I� Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ RS -1 T COMMON BOND T 5-117" EXPOSURE 5" 9-112---40-31�! Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP -150011 FL18355-R2 Page 7 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. CREEK TECHNICAL SERVICES. LLC Heritage@ Vintage® Basic Wind Speed (V ,t): (Phillipsburg) Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6'ra-tGnErs TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max- 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2.12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 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 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below- v flg nn rxrasure yNQ.},OS 1�3ACf! y -- — 't ------1---—• -- — 17-1&' i. � -7, Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided far Slate of Florida product appraval under Rule 61 G20 3. The manufacturer shall notrfy CREEK Technical 5erviees, LLC of any product changes or c{uality assurance changes througtlout the duration for which This report is valid, This evaluation rep' does not express nor imply warranty, installation, recommended use, or other praduct attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES* LLC Hip & Ridge Basic Wind Speed (V„lt): (Frederick & Joplin) Basic Wind Speed (Va,d): Deck (HVHZ); Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 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. Installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind :posure Figure 1 „ „ Fastener Figure 2 \ � I Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP -15001.2 FL18355-R2 Page 9 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. CREEK TAMKO BUILDING PRODUCTS TECE° NiCAL SERVICES. LLC Asphalt Shingles Vintage@ Hip & Ridge Basic Wind Speed (Volt): Max. 194 mph (Phillipsburg) Basic Wind Speed (V,,d): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or woad plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in_ 0S9 existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind Figure 1 Fastener �5-112" Figure 2 o., exposure t-igure 3 Figure 15. Vintage@ Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 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 oranges 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 I..IMITATioNS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. S) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. "1 PR i aRR till *1r�,i No 74021 = =1' STATE OF ;1J r O' _ -�Al ,��5.,••O R t�.• moo`.. CERTIFICATION OF INDEPENDENCE 2015.12.14 Ih- 13:44:19 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No, ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R, Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Ruie 61G20-3. The manufac#urer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which #his report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spe"llcally addressed herein. EVALUATION REPORT Interwrap, Inc.. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 [late of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 6IG20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5t" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The Facsimile seal appearing was authonzed by Robert Nieminen, P.E on 04/27/2015. This does not serve as an eteetronically signed document. Signed, sealed hardcapies have been transmitted to the Product Approval Administrator and to the named client CERWICATION OF INDEPENDENCE: I. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates_ 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 6. TRINJROOFING COMPONENT EVALUATION: 1 1, SCOPE: Product Category: Roofing sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of fallowing sections of the Florida Building Cade through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2• STANDARDS: Section Properties 1507.2.3, 1507.5.3,11507.8,Standard Year Unrolling, Breaking Strength, Pliah26 flity, Loss ASTM D2 1507.8.3,1507.9.3, 1507.9.5 on Heating 2006 1507.9.3 1507.2.3, 1507.5 1567,8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 bleating, Liquid Water Transmission, 2065 Breaking Strength, Dimensional Stability 3• REFERENCES: Kaff-ty Examination iTS {l -ST -1509) Physical Properties Reference [late ITS Physical Properties 100539395COQ-006 10/27/2013 iTs(TST1509) Physical Properties 10D539395COQ-002 10/27/2611 ITS (gUA1673) Quality Control 100539395COQ-006 03/14/2014 4. PRODUCT DESCRIPTION: inspection Report 11/1712614 4-1 RhinaRoof U20 is a multilayered poiymer woven coated synthetic roof Underlayment intended as an alternate to ASTM D226, Type I or Type it felt or D4869 Type If felt. RhcnoRoof Underlayment is available in 42 -inch wide Produced in various other sizes. rolls, and can be 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evacuation Report is not for use in the HvHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with an ared rOOf cover where the product within FBC approval documents. If not listed, a request pmay be made to the AH1 for approva is specifically referenced combined with Supporting data for the prepared roof covering. proval based on this evaluation 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foam -on Tile Metal Wood Shakes Slate or RhinoRoof U20 & Shingles Simulated slate Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1. RhinoRoof Underlayment shall not be left exposed for longer than 30 -days aft INSTALLATION:y er installation. 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subjectto the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or it or D4869 Type II underlayments in FBC Sections 15137 for the type of prepared roof covering to be installed. Exterior Research and Design, LL[. Certificate o/Authorization #_9so3 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 7. 8. 9. 6.3 TRINITY E D Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 664 Rhino 6.4.1 Fasteners; For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -Inch diameter {Mastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up) The use of staples is prohibited. 6.4.2 Single Laver: R� oof Slo> 4:12; End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap Published instructions. 6.4.3 Double La er• Z:12 < Roof Slooe < 4.12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization ,#gso Evaluation Report 140510.02.12-R2 FLISZ16-RZ Revision 2:04/2]/2015 Page 3 of 3 �EAGLEVIEW 0 LENGTH DIAGRAM Total Line Lengths: Ridges = 39 ft Hips = Oft Valleys = 0 ft Rakes = 60 ft Eaves = 77 ft Premium Report 9/22/2017 Flashing = 0 ft Step flashing = 0 ft Parapets = 0 ft N W Note: This dia ram contains se ment lengths1rounded to the nearest whole number over 5.0 Feet. In some cases segment labels have been removed for readabilfty. Plus signs oreface some numbers to avoid confusion when rotated (e,q. +6 and +9). G 2008-2017 Eaghe View Technologies, Inc. and PlcwMelry intematonal CArp. - API Rights Reserved - Covered by one ar mere of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,204,152; 8,515,125; 8,825,454; 9,135,737; 8,570,961; 9,514,568; 8,818,770; 8,542,880; 9,247,589; 9,329,749. Other Patents Pending, PAGE 4 �EAGLEVIEW 8 LENGTH DIAGRAM Total Line Lengths: Ridges = 39 ft Hips = Oft Valleys = 0 ft Rakes = 60 ft Eaves = 77 ft Premium Report 9/22/2017 Flashing = 0 ft Step Bashing = 0 ft Parapets = 0 ft E Note: This diagram contains segment lengths rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). O 2808-2017 Eagle Wien Technologies, Inc. and PiMmelry lntematlonal Corp, - RCI Rights Reserved - Covered by one or more of U.S. Patent Nos. 8,078,936; 8,145,578; 8,170,840; 8,209,157_; 8,515,125; 8,825,454; 9,135,737; 8,670;961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749. Othef Patents pending. PAGE 4