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HomeMy WebLinkAboutProduct Approval Asmussen Engineering LLC. Engineering&Environmental Services 4004E P.O.Box 1998,Okeechobee,FL.34973-1998 Office:(863)763-8546 Fax:(863)467-8560 Memorandum Date: August 19,2015 To: St. Lucie County Building Department Joe Cicio—Building Official 2300 Virginia Avenue Ft. Pierce,FL. 34982-5652 From: Loris C. Asmussen, P.E. Subject: John&Marie Roberts 470 Ann Marie Circle Port St.Lucie, FL. 34952 1989 Jacobson Chancellor 26161' x 38' Vehicle ID— CH10515 A/B This memorandum is provided to address re-roofing of a 1989 mobile home. Proposed is Gulf Rib Roof Paneling(26 GA metal—FL 11651.22R1) as a replacement for the originally manufactured roof. Tamko Underlayment(30#ASTM D 226)will be used. Attached are product approvals for the paneling(#11651.22R1)and underlayment(FL 12328-R2),which includes attachment methodology for the rib panels and underlayment. The panels are manufactured by Gulf Coast Supply&Manufacturing,Inc. The Engineer Evaluator of the paneling is Terrence E.Wolfe (FL. P.E.No. 44923) and the Validator is Locke Bowden(FL P.E.No. 49704). Based on my review of this proposed project,including product approvals and loads for which the above-referenced structure will be exposed to at this location in St. Lucie County(160 mph 3- second gust and exposure"C"),the project is found to be in substantial compliance with the 2010 Florida Building Code. Any plywood, found to be damaged or in disrepair, will be replaced and fastened in a manner similar or equivalent to that employed during manufacture of the original structure. Sincerely, DhA n V-) WWII Loris C. Asmussen,P.E. Principle C: Roberts(Port St. Lucie) rroperry iuenzaricazion Site Address: 470 ANN MARIE CIR Parcel ID: 3426-664-0187-000-1 Account#: 146145 Map ID: 34/26S Use Type: 0205 Zoning: RMH-5 City/County: Saint Lucie County Ownership John P Roberts Marie M Roberts 470 Ann Marie Cir Port St Lucie,FL 34952 7 Legal Description LA BUONA VITA COOPERATIVE UNIT/LOT 193(OR 3338-453) 1 � Current Values Just/Market Value: $34,800 Assessed Value: $34,800 Exemptions: $25,000 Taxable Value: $9,800 Total Areas Taxes for this parcel:SLC Tax Collector's Office 12 Finished/Under Air(SF): 1,310 Gross Area(SF): 1,724 Land Size(acres): 0.04 Land Size(SF): 1,762 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2015 Saint Lucie County Property Appraiser.All rights reserved. Certificate of Authorization 29824 17520 Edinburgh Drive FW CREEKTampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued April 13, 2015 P.O. Box 1404 Joplin,MO 64802 (417)624-6644 http://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8,T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES EG& Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2005e01 UL LLC(TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO®ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min.slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete the shall be permitted in accordance with the FBC. TBP14001.1 FL12328-R5 Page 1 of 4 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. �. G R E�K TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO®ASTM Tile ASTM D 6380,Class M,Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted in accordance with the FBC. TAM KOO Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKOO Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6"staggered end laps. Min.application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKOO No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.1 FL12328-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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. D TS INC. r.+ CREEK ���� TAMKO BUILDING PRO CU , TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min.application temperature: 40"17 Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min.application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. T131314001.1 FL12328-R5 Page 3 of 4 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. T, CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturees application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) 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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ,tJ►u111111111111 �%.`��,PRY R' pRj���, 2015.04.1 •F . JE ••s 3 09:06:05 No 74021 -04'00' STATE OF '��,�•.•� P �: Zachary R. Priest, P.E. i�i'�s•4 O R��•••GNo.` Florida Registration No.74021 0 N Ai'G �� Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE 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 TBP14001.1 FL12328-R5 Page 4 of 4 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. � � � hX r ! a r D'UtT APPROVAL GOO C6a�t SUPPLY & MANUFACTURING TM GULFHHN 26 GLIAGE GULFRIB TM PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. Gcr1fR6bTM Roof Pane/ over 15/32"Plywood Florida Product Approval #11651.22 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30V�AF-L S. Newberry, FL 32669 ��'00ENS F w r Engineer Evaluator: No assts Dan Kuhn, RE. #75519 ,..�, Florida Evaluation ANE ID: 10743 =p�, STATE OF �,�; Validator: fi'SJQNAL EN . Locke Bowden, P.E. #49704 fill '� ` 9450 Alysbury Place Q6f��'�' �5 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.22 R2•JUNE 15,2015 PAODUCT EVALUATION -REPORT �� KUHN 11670 ISLAND LAKES LANE. BOCA RATON, FL 33498 FL COA#30464 ENGINEERING, . . 1T APPROVALG6icoak SUPPLY & MANUFACTURING k L'', H RTM GULF7U7�� 26 GUAGE ' C TM PANEL OVER • •D FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 Im Roof Panel_Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.22 R2•JUNE 15,2015 . . ® REPORT /l\ 'll GUIK5 0]n EN0NEER"s LOAD TABLE SP C SUPPLY & MANUFACTURING l° PANELTIVI GULFRIB 26 GUAGE GULFRIB TIM OVER 15/32" • • FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 TM ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood f%3�iF5'"` ^'i"� '+' C. �, 15MM-��,"s"an Helght s ZO 0 ; Roope2 /12 - 2'/ aor Hip Roofafe--6' l Enclos d Buildi g�based onlNFA_ ridaulldln' xCo�de 2'014 xk g_ 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9 15X5 ��Plywo d =EYR 4�Y " PEPa°n iz ti�. •.._. �,roe!hsa -'..it'..a.a .- e+< ,r: ai5"6s- ZONE 2 #9-15X1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 ZONE�3 )"S�#9 15x15 Plywood 24 IY�RE 1 24",TYPE 1 $,,TYPE 1 in= 2 12 TYPE 2 12',TYPE 2 12 TYPE 1.)PANEL DESCRIPTION:GULFRIBTM' MIN. 26 GA., GRADE 80,36"COVERAGE, 3/4" TALL. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.'5/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE2 NIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be J ---------------- a less than either 4%of the minimum width of the building or 3 feet. ^ /1 TYPE 1 FASTENER PATTERN \\\ \\ RIDGE �9"y999 \ \---------- At Panel Lap I ' l / / ZONE 1 \\ \\ L Cont.Tape Seal for use on Slopes less than 3:12 (1)#9-15 x 1-1/2'w/Sealer Washer @ 24*O.C.Max ---------— ------ EAVE TYPE 2 FASTENER PATTERN ZONE 2 GABLE ROOF {-8.51—{2.5"{-6.5"—{2.5° {-6.5°—{2.5"{ —8.5° 2.5° l —�— ----------------- a I I RIDGE L Cont.Tape Seal for use on Slopes less than 3:12 ----- — I (1)#&15x1-1/2°w/Sealer Washer@12.O.C.Max -;----------------------+ a I ZONE 1 I I +--------------------- � ZONE3 SAVE FL#11651.22 R2•JUNE 15,2015 ® ® ® .