My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3188 Nubbin Ridge Ln (2)
Zephyrhills
>
Building Department
>
Building Plans
>
3188 Nubbin Ridge Ln (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 9:47:57 PM
Creation date
2/19/2025 8:57:19 AM
Metadata
Fields
Template:
Building Plans
Street #
3188
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22237
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
1 <br />March 20, 2018 <br />Re: Wood Construction Connector Compliance for 2015 International Codes & 2M7 Florida Codes <br />To Whom It May Concern: <br />Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that <br />joist hangers shall be tested per ASTM D7147 Testing and Estabkshing Loads of Joist Hangers. Previous versions of <br />the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Fasteners m Wood. Both <br />methods determine a connector's allowable Iced as the lowest of the following: <br />1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 <br />2. Average load at 1/8-inch deflection <br />3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) <br />The primary changes in ASTM D7147 are requirements to measure properties of the tasted materials, such as steel <br />strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested <br />material properties exceed the specified properties. <br />ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Crilial for Joist Hangers and Similar Devioss in <br />October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working <br />on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to <br />the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product <br />Approvals. <br />However, reevaluating a large number of products will take time. While manufacturers work with product certification <br />agencies to update their wood connector evaluation reports, we recommend that building departments under the <br />2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 <br />editions, respectively, until July 2018. <br />The information In this letter is valid until 6f3012018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit <br />Www.stronatie.com for additional pertinent Information. If you have questions or need further assistance regarding <br />this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. <br />Sincerely, <br />SIMPSON STRONG -TIE COMPANY INC. <br />Keith Cullum, P.E, LEED AP dw/BDW <br />Engineer, Southeast U.S. Branch <br />Page t of 1 <br />limpson atronp-Tie Comparry Inc. 2221 CourrtryLane MoKimey, TX 75009 Phone: 072.542.0320 Fax 972.542.4139 anne.stronatie.com <br />7HD210-2 <br />FA <br />I till; <br />N <br />fA a V <br />N <br />N <br />(D Q. O O <br />c ICU -a o- <br />.� V � � (D ICU <br />c O Q <br />Q. O U <br />ICU O �C) > <br />O <br />W O F 0- <br />(a 4q` <br />� � ,� U Q <br />Z <br />CU <br />o <br />� <br />o <br />W <br />U) <br />CV <br />O <br />L^^� <br />a...� <br />Q <br />U <br />O <br />L� <br />V/�/ <br />CV <br />W <br />�- <br />W <br />Q <br />ZJ <br />Z <br />a <br />SHEET <br />PA 1.0 <br />NO. <br />FL17244.1 <br />ESR-3455 <br />A23 <br />FL10448.2 <br />ESR-2808 <br />FL17232.3 <br />ESR-3445 <br />HU210.2 <br />FL10858.4 <br />ESR-2549 <br />HD212-2 <br />FL17232.3 <br />ESR-3445 <br />HU212-2 <br />FL10858.4 <br />ESR-2549 <br />HD218 <br />FL17232.3 <br />ESR-3445 <br />HU2t8 <br />FL10858.5 <br />ESR-2549 <br />HD218.3 <br />FL17232.3 <br />ESR-3445 <br />HU218.3 <br />FL10856.1 <br />ESR-2549 <br />HD28 <br />FL17232.2 <br />ESR-3445 <br />HU28 <br />FL70856.3 <br />ESR-2549 <br />HD28-2 <br />FL17232.3 <br />ESR-3445 <br />HU28.2 <br />FL10856.4 <br />ESR-2549 <br />HD410 <br />FL17232.4 <br />ESR-3445 <br />H11410 <br />FL10858.9 <br />ESR-2549 <br />HD412 <br />FL17232.4 <br />ESR-3445 <br />HU412 <br />FL10858.9 <br />ESR-2549 <br />HD810 <br />FL17232.4 <br />ESR-3445 <br />HU810 <br />FL10858.10 <br />ESR-2549 <br />H00410 <br />FL17241.7 <br />ESR-3444 <br />HUC0410 <br />FL11488.11 <br />SIM200804 <br />HGA10 <br />FL17899.1 <br />Evaluation Report <br />HGAIOKT <br />FL11470.4 <br />SIM200803 <br />HGAM10 <br />FL17689.1 <br />Evaluation Report <br />HGAMIOKT <br />FL71470.4 <br />SIM200803 <br />HHCP2 <br />FL17238.7 <br />ESR-3448 <br />HCP2 <br />FL10447.2 <br />ESR-2551 <br />HTA18 <br />FL17880.4 <br />Evaluation Report <br />HETA18 <br />FL71473.5 <br />SIM200802 <br />HTA20.18 <br />FL17880.4 <br />Evaluation Report <br />HETA20 <br />FL71473.5 <br />SIM200802 <br />HTT18 <br />FL77324.2 <br />Evaluation Report <br />HTT18 <br />FL11498.1 <br />ES-0130 <br />HTT45 <br />FL17324.2 <br />Evaluation Report <br />HTT22 <br />FL11498.1 <br />ES-0130 <br />HTW18 <br />FL17244.8 <br />ESR-3455 <br />HTS18 <br />FL10458.22 <br />ESR-2813 <br />HTW20 <br />FL17244.8 <br />ESR-3455 <br />HTS20 <br />FL70458.23 <br />ESR-2813 <br />HTW24 <br />FL17244.8 <br />ESR-3455 <br />HTS24 <br />FL10458.24 <br />ESR-2813 <br />HTW30 <br />FL17244.8 <br />ESR-3455 <br />HTS30 <br />FL10458.26 <br />ESR-2813 <br />HTWM18 <br />FL6223.2 <br />Evaluation Report <br />HTSM18 <br />FL11473.11 <br />SIM200802 <br />HTWM20 <br />FL8223.2 <br />Evaluation Report <br />HTSM20 <br />FL11473.11 <br />SIM200802 <br />HUGT2 <br />FL8223.3 <br />Evaluation Report <br />HGT2 <br />FL10456.18 <br />ESR-2813 <br />HU0T3 <br />FL8223.3 <br />Evaluation Repo <br />PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 <br />As required by Florida Statute 553.842 arxf Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the <br />construction project for which you are applying for a buildup permit We recommend you tooted your local product supplier should you not know the product approval number for any of the applicable listed <br />products. <br />CatagorylSubcatspory <br />Manufacturer <br />Product Description <br />Approval NumbeKU <br />Test Pressures <br />1. EXTERIOR DOORS <br />A. SWINGING <br />TMrtnaTru <br />Firber-Classic, arnI Smooth -Star (NON -IMPACT) <br />F�Og8t,1 <br />+87.OV-87.0 psi <br />ThennaTru <br />Firber-Classic and Smooth -Star (NON -IMPACT) <br />p�Og81,g <br />+87.0/-87.0 psf <br />ThermaTru <br />Firber-Classic and SmootirStar (NON -IMPACT) <br />FL20481.9 <br />+87.0/�7.0 psf <br />ThertnaTru <br />Firber-Classic and Smooti>-Star (NON -IMPACT) <br />FL20461.14 <br />+87.0/�7.0 psf <br />ThermaTru <br />Classic -Craft arid Benchmark <br />FL15225.1 <br />+87.0/$7.0 psf <br />ThemtaTru <br />Smooth -Star and Benchmark <br />FL15225.5 <br />+87.01.87A psf <br />ThennaTru <br />FiberClassic, SmooMstar, ClassicCrafL Rustic <br />FL7840.1 <br />+87.0/-87.0 psf <br />B. SLIDING <br />MI Windows and Doors <br />Series 420 <br />FL15332.1 - FL15332.6 <br />+40.OI30.0 psf <br />PGT <br />Series 5570 <br />FL251. IO <br />C. SECTIONAL <br />Clopay Building Products <br />Residential WSndCode Doors W5 (SX7) <br />FL15279.37 <br />+30.0/-32.0 psf <br />Clopay Building Products <br />Residential WSndCode Doors W5 (18X7) <br />FL75279.53 <br />+30.0/-30.0 psf <br />Clopay Building Products <br />Residential WIrxlCoda Doors W6 (BX7) <br />FLt5278.85 <br />+38.0/-42.0 psf <br />Clopay Building Products <br />Residential WindCode Doors W8 (18X7) <br />FL75279.102 <br />+37.0/-41.0 psf <br />D. METAL LOUVERED DRS <br />Curries Division of AADG, Inc <br />807,707,727,747,and 847 Single & Pairs d Doors <br />FL11537.1 <br />N/A (see lost sht) <br />2. WINDOWS <br />A. SINGLE HUNG <br />MI Windows and Doors <br />Series 1&5 <br />FL17499.2 <br />+50.p1-55.0 psf <br />PGT <br />Series 5500 <br />F1239.7 <br />B. HORIZONTAL SLIDER <br />MI Windows and Doors <br />Series 188 <br />FL15351.1 <br />+40.0650.0 psf <br />C. FIXED <br />MI Windows and Doors <br />Series 185 <br />FL15349.1 <br />+40.0/-40.0 psf <br />PGT <br />Seder 5520 <br />FL243.9 <br />D. MULLION <br />MI Windows and Doors <br />Series 5784 <br />FL15353.2 <br />N/A <br />PGT <br />Series 5500 <br />FL281.1 <br />N/A <br />E. OTHER <br />3. PANEL WALL <br />A. SIDING <br />James Hardie Buik9ng Prod. <br />Cemplank Lap Siding and HardiePlank Lap Siding <br />FL13192.1 - FLt3192.2 <br />NIA <br />B. SOFFITS <br />Alaide <br />Slid and Vented Soffit <br />FL15272.1 - FL15272.2 <br />+70.0/-70.0 psf <br />C. OTHER <br />4. ROOFING PRODUCTS <br />A. ASPHALT SHINGLES <br />GAF <br />3 Tab, Dimensional <br />FL10124.1 <br />N/A <br />B. UNDERLAYMENTS <br />Tamko <br />151b Felt Underlayment <br />FL12328.8 <br />N/A <br />C. ROOFING FASTENERS <br />NOT USED <br />D. ROOF VENTILATORS <br />Thompson Arch Metal Comp. <br />Off Ridge Vents <br />FL78918.1 - FL18918.4 <br />N/A <br />Florida Metal Products, Inc <br />Vent RV10 <br />FL21580.3 <br />N/A <br />Lomartco, Inc <br />DAB Exahuat Vent <br />FL17202.1 <br />N/A <br />E. ROOFING TILES <br />Sorel Tile <br />Villa 900 <br />FL7849.27 - FL7849.28 <br />N/A <br />Sorel Tile <br />Saxony 9� <br />FL7849.18 - FL7849.20 <br />N/A <br />F. METAL ROOF <br />Gulf Coast Supply 8 Manufacturing, LLC <br />0.032"Aluminum Gull 18" wide roof panel <br />FL11851.2 R3 <br />N/A <br />5. SHUTTERS <br />A. STORM PANELS <br />Global Protection Products <br />Galvanized Steel Storm panels <br />FL15078.1 - FL15078.2 <br />N/A <br />All American Shutters 8 Glass <br />Galvanized Steel Storm Panels <br />FL17889.1 <br />N/A <br />8. STRUCTURAL <br />COMPONENTS <br />A. WOOD CONNECTORS/ <br />USP Structural Conn. <br />gee chart <br />ANCHORS <br />Simpson Soong -Tie <br />see chart <br />B. TRUSS PLATES <br />ITW Building Components <br />Alpine Truss Plates <br />FL1999.1 - FL1989.4 <br />N/A <br />MiTek Industries, Inc. <br />Truss Plates <br />FL2197.1 - FL2197.5 <br />N/A <br />C. ENGINEERED LUMBER <br />Weyerhaeuser <br />Rim Board, LVL, PSL, LSL <br />FL8527.1 - FL8527.5 <br />N/A <br />D. MATERIAL <br />Cast -Crete Corp. <br />High Strength Concrete Unfair <br />FL158.1 <br />N/A <br />Commercial Concrete Products, Inc. <br />High Strength Concrete Lintels <br />FL1774 <br />N/A <br />The products Gated below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the <br />jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Punter, 1 <br />understand these products may have to be removed if approval cannot be demonstrated during inspection. <br />APPLICANT SIGNATURE <br />DATE <br />
The URL can be used to link to this page
Your browser does not support the video tag.