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REV-18-1668��N BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 t INSPECTION LINE PHONE NUMBER: (305) 762-4949 h ❑ ROOFING RECEIVED JUN 14 2018 FBC 20 ['A Master Permit No. • �14 —0 5� Sub Permit No. RE� �w` XEVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (� //--��CONTRACTOR DRAWINGS JOB ADDRESS: 1060 6 rW - O l %' S�z-2k City: Miami Shores County: Miami Dade Zip: .33 ( 38 Folio/Parcel#: (C1- 390 (Q 3 5,qQ Is the Building Historically Designated: Yes NO X Occupancy Type: 7 Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): J OVvA + L4tZA_ Phone#: ('305) 583 - 5-4t S Address: `, ' I C) � o Iyc'G A , t S"�`CU'* City: C� Ct,,q,,6 J V�'Z State: Zip: �3 )f1 J g Tenant/Lessee Name: 1� 1� Phone#: ro A _ Email: _ �O�nr1 C ICY, Inl�le c' " C Off CONTRACTOR: Company Name: �VvI G lrt 1 A "I�i u`.�lQn (�� L � C&� �J'IC�Phone#: (3y ✓) l iV Address^1,,9 l5_5 5 N SitV&R _ 61V& 0 p c City: lk. `RA t�{{l�,l�( State: Zip: 3\ 3 (d ( Qualifier Name: �-ou %5 � mbLAM I CL Phone#: bD5> 50� 5 — 5-4 o� State Certification or Registration #: CGC d \� �Q Certificate of Competency #: coDESIGNER: Architect/Engineer: �11 �S�G ( C��i� Q.r►'1 Phone#: "" c/ 0 5 q c Address: 0 c) A.) E _ City: l aoC•NA 1- &,PAn State: � zip: 331, to o� i3 (1iGi.� Value of Work for this Permit: $ `I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El New New t, �epair/Replace ID Demolition Description of Work: i � (t") I &j 'J.Q_afy-) OL (,JQ .r? lS S oc + v lC_ Specify color of color thru tile: Submittal Fee $ Permit Fee $ q0' CCF $ CO/CC $ Scanning Fee $ CjD Radon rFee $ DBPR $" Notary $ Technology Fee $ G Training/Education Fee $ Double Fee $ Structural Reviews $ I Ck� Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City UJA State 11 Zip tX Mortgage Lender's Name (if applicable) �u Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app ve nd a reinspection fee will be charged. Signatu OWNER or AGENT The foregoing inktument was ack owledged 15fbre me this 4. da o ��J by ►'\ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signatu CONTRACTOR The foregoing instrume was acknowledgeVefore me this day of 20, D by 3F who is erp sonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: C�•'�^ C�%►`+ /� Ur�� Seal: Seal. ••�µwi�". CATHERINE A. Dl1FFN r�',iY„��, . ; f Notary Public - State of Florida rft `ni:`,CATHERINE A. DD Y t r•: Notar Pubr Y lic - StateCommission # GG 104296 1'! Cvm2 CG MyComm. Ex IfeS May 14, 2021itr #############*'##*krl!fL�W6kSidilE#*#****#*#*#####*# bonded through Nationar APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) GIRDER DESIGN LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-10 DL = 20.00 psf DL = 10.00 psf + LL = 30.00 psf + 0.6 W = -39.00 psf UL = 35.00 psf D+0.75L+0.75(0.6W) 3.25 psf 0.6D-0.6W ••-29.(30'psf •..... Ltributa = 9.17 ft Wmax �..... 32Q.Ik#/ft ....:. WOOD BENDING AND DEFLECTION """ • .... ...... DEFLECTION •••• ••••• L = 11.00 ft •• •• .... ...... Wmax = 320.95 */ft • b = 3.00 in ...... d = 11.50 in •• • Fb = 975.00 psi CD=1.0 , E = 1.60E+06 psi ��SKAR G �" EN S P Ix = 380.22 in' ` N 7 (DL+LL)A= 0.17 in _n DL+LL�L/2ao0 erm= 0.55 in, FBC 1610.1 ��` ' Lmax = 16.15 ft. Allowable for i �RIDA •. ' deflection to DL + �s,, N�',� ( LL ) A = 0.07 in �NAL ''��/11100 LL_>L/3so Operm= 0.37 in, FBC 1610.1 Lmax = 18.71 ft. Allowable for deflection to LL. A <_, OK Aperm BENDING Mmax = 4,854.37 # - ft VGRAVITY = 192.50 # - ft S = 59.75 in' VNET UPLIFT — 1,462.62 # - ft SX = 66.13 in' S <_, OK SX Lmax = 11.57 ft. Allowable for bending USE WOODI JOIST (2) 2 X 12 @ SUPPORT STRUCfG77L R— w APPROVED-__/_. DAT.�� .... DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES • • • • • • • .... �. SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FASJ" LjGS •�� ••�� •....• . • .....0000 :000% .... . ..... ...... .... . .... .. ...... . . . . ...... REPORT HOLDER: :0-0-- . ...... 00 . . •• • MiTek USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) 14305 SOUTHCROSS DRIVE, SUITE 200 BURNSVILLE, MINNESOTA 55306 EVALUATION SUBJECT: MiTek USA, INC.: USP® FACE MOUNT HANGERS ICC ICC ICC PRIG c LISTED Look for the trusted marks of Conformity! ice♦ "2014 Recipient of Prestigious Western States Seismic Policy Council 12 WNAMNAL (WSSPQ Award in Excellence" A Subsidiary of DECOu ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "x specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as 15C}. c 47s" i to any finding or other matter in this report, or as to any product covered by the report. r y ,CC" Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-3445 Reissued October 2016 Revised December 2017 This report is subject to renewal October 2018. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COIaeD,SITES • • Secti44;Q905 23 ;WooO, Plastic, and Composite • Fasteni ggs • • • REPbR-F POLDEV: • • • �' MiT ' INC.."". eK�sa ,*ore (FORMERLY USP STROCTURAL CONNECTORS) • •: • • 14306.9QUTHCR('ISSPRIVE, SUITE 200 ..... • 8cc$jj kE, MINNESOTA 55306 (9 ) 9 • e. •. • • www.WspcQnnecto*recor; infoObWOnnectois.com EVAh0A1l0N SUBJECT: MiTek USA, INC.: USP® FACE MOUNT HANGERS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The MiTek USA, Inc. USP® structural connectors described in this report (see Table 15 for complete listing) are used for connecting wood framing members in accordance with Section 2304.10.3 of the IBC (Section 2304.9.3 of the 2012, 2009 and 2006 IBC). The connectors may also be used in structures regulated under the IRC when an engineered design is submitted to, and approved by, the code official, in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 CLPBF Butterfly Hanger: The CLPBF Butterfly Hanger is a face -mount hanger with triangular header flanges having prepunched nail holes for joist -to -header or truss -to -truss connections. The CLPBF Butterfly Hanger is cold -formed from No. 18 gage steel and is prepunched for 10d common nails into the header and 10d-by-11/2-inch nails into the joist. See Table 1 and Figure 1 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.2. HD Face Mount Hanger; The HD Face Mount Hanger is designed to support headers, joists and trusses. The HD Face Mount Hanger is cold -formed from No. 14 gage steel; and is prepunched for 16d common nails into the supporting member, and either 16d common, 10d common or 10d-by-11/2-inch nails into the supported member. See Table 2 and Figure 2 for product dimensions, fastener schedule, allowable loads, and typical installation details. The HD, THD, THE and THFI offer increased allowable download and/or uplift values by installing additional nails into the triangular holes. Minimum ('min') load values require the installation of the specified nails into all round holes of the hanger to support the corresponding allowable loads. Maximum (`max') load values require the installation of the specified nails into all round and all triangular holes of the hanger to support the increased loads. Interpolation is not allowed between the min -max allowable load values and nail count. 3.3 HUS Slant Nail Joist Hanger: The HUS Slant Nail Joist Hanger is designed to provide double shear nailing for joist/truss-to-beam connections. The HUS Slant Nail Joist Hanger is cold -formed from No. 14 gage or No. 16 gage steel and is prepunched for 16d common nails into both the joist and the header. See Table 3 and Figure 3 for product dimensions, fastener schedule, allowable loads, and typical installation details. 3.4 JL Standard Joist Hangers: The JL Standard Joist Hangers are designed as face mount hangers for connecting nominal dimension lumber to headers, beams or girders. The JL hangers are cold -formed from No. 20 gage steel. The hangers are prepunched for 16d common or 10d common nails into the header, and 10d-by-11/2-inch nails into the joist. See Table 4 and Figure 4 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.5 JN and JNE Power Nail Hangers: JN and JNE Joist Hangers are designed to support one- and two-ply nominally 2-by-6 and 2-by-8 dimension lumber joists. The JN joist hangers are cold -formed from No.18 gage steel and have a seat depth of 15/8 inches (41 mm). The JNE joist hangers are cold -formed from No. 20 gage steel and have a seat depth of 2 inches (51 mm). JN and JNE joist hangers are not prepunched for nails. See Table 5 and Figure 5 for product dimensions, required fastener schedule, allowable loads, and a typical installation detail. ICC-F.S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed �. as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.. Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 21 ESR-3445 I Most Widely Accepted and Trusted Page 2 of 20 3.6 JUS Slant Nail Joist Hanger: The JUS Slant Nail Joist Hanger is designed for face -mount applications to provide double shear nailing for joist/truss-to-beam connections. The JUS Slant Nail Joist Hanger is cold -formed from No. 18 gage steel and is prepunched for either 10d common or 16d common nails into both the joist and the header. See Table 6 and Figure 6 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.7 SUH Joist Hanger: The SUH Joist Hanger is designed as a face -mount hanger to support nominal dimension lumber joists. The SUH Joist Hanger is cold -formed from No. 16 gage steel. The SUH Joist Hanger has prongs in the header flanges to temporarily position the hanger on the header. The hanger is prepunched for 10d common or 16d common nails into the header and 10d-by-11/2, 10d common, or 16d common nails into the joist. See Table 7 and Figure 7 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.8 THD Face Mount Hanger: The THD Face Mount Hanger is designed to support metal -plate -connected wood trusses and can also support LVL, LSL and PSL members. The THD Face Mount Hanger is cold -formed from either No. 12 gage, No. 14 gage, or No. 16 gage steel; and is prepunched for 16d common nails into the header, and either 10d common or 10d-by-1'/2-inch nails into the joist. See Table 8 and Figure 8 for product dimensions, required fastener schedule, allowable loads, and a typical installation detail. 3.9 THDH Face Mount Hanger: The THDH Face Mount Hanger is designed as a hanger for metal -plate -connected wood trusses and can also support LVL, LSL and PSL members. The THDH Face Mount Hanger is cold -formed from No. 12 gage steel and is prepunched for 16d common nails. See Table 9 and Figure 9 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.10THF Face Mount Hanger: The THE Face Mount Hanger is designed to provide lateral top chord support for 1-joist-to-header applications. The supporting header may be wood 1-joists, LVL, LSL, PSL, or solid sawn lumber. The THE Face Mount Hanger is cold -formed from either No. 18 gage, No. 16 gage, or No. 12 gage steel; and is prepunched for 10d common nails into the header, and either 10d common or 10d-by-11/2-inch nails into the joist. See Table 10 and Figure 10 for product dimensions, fastener schedule, allowable loads, and a typical installation detail. 3.11THFI Face Mount Hanger: The THFI Face Mount Hanger is designed to provide lateral top chord support for 1-joist-to-header applications with the added benefit of having six locking prongs in the hanger seat. The supporting header may be wood 1-joists, LVL, LSL, PSL, or solid sawn lumber. The locking prongs provide a consistent uplift capacity for 1-joists of all bottom flange thicknesses without the need of hanger -to -joist nails. The THFI also has a patented self-supporting top tab that securely grips to the header and holds the hanger in place without needing manual assistance while fasteners are installed. The THFI Face Mount Hanger is cold formed from No. 18 gage steel and is pre -punched for 10d common nails into the header. See Table 11 and Figure 11 for product dimensions, fastener schedule, allowable loads and a typical installation detail. 3.12LGU/MGU/HGU Girder Hanger: The LGU/MGU/HGU Girder Hangers are designed as face mount hangers for attaching glulam beams to glulam headers. Header fasteners are located high on the side flanges to allow a deeper supported member to be attached top flush to a shallower supporting member. The LGU/MGU/HGU Girder Hangers are cold formed from either No. 10 gage or No. 7 gage steel and are pre -punched for'/4-inch-diameter MiTek Pro Series WS3 (3-inch-length) wood screws. The MiTek Pro Series wood screws are proprietary screws described in ESR-2761 and are shipped with the hangers. The LGU/MGU/HGU Girder Hangers can also be used to attach LVL, LSL and PSL beams and headers together. See Table 12 and Figure 12 for product dimensions, fastener schedule, allowable loads and •a•A�pical installation detail. •+• .... ...... 3.13THDHQ Girder Truss Hanger! • • • • • • The THDHQ Girder Truss Hangers are dLfslgne*d as ""' • face mount hangers for attaching Khti-ply metal plated ; • • • • wooded girder trusses togethgr"TRe THDNA4rgers • are cold formed from No. 129t%ge steel and are • • • • • pre -punched for '/4-inch-diantet¢P•MiTek P"@Series ..:..• WS3 (3-inch-length), WS45 (•a• 24hRch-length+or WS6 ..+... (6-inch-length) wood screws. •eT4iQ+*MiTek Pro Series wood screws are proprietary 9cr&ws described in • ESR-2761 and are shipped vWth toe THDHQ• nAAgers. • • The THDHQ hangers can alsd' bg•u*d to cgjne�t LVL, r • • • • r LSL and PSL beams and headers together. See Table 13 and Figure 13 for product dimensions, fastener schedule, allowable loads and a typical installation detail. 3.14Materials: 3.14.1 Steel: The specific types of steel and corrosion protection for each product are described in Table 14 of this report. Minimum steel base -steel thicknesses for the different gages are shown in the following table: GAGE NO. MINIMUM BASE -STEEL THICKNESS (inch) 20 0.033 18 0.044 16 0.055 14 0.070 12 0.099 For SI: 1 inch = 25.4 mm. 3.14.2 Wood: Wood members must be sawn lumber or structural glued laminated timber with a minimum specific gravity of 0.50, or approved structural engineered lumber (structural composite lumber, alternative strand lumber, or prefabricated wood I -joists) with a minimum equivalent specific gravity of 0.50, unless otherwise noted in the applicable table within this report. Wood members must have a moisture content not exceeding 19 percent (16 percent for engineered wood products, except as noted in Section 4.1. For connectors installed with nails, the thickness of each wood member must be sufficient such that the specified fasteners do not protrude through the opposite side of the member, unless otherwise permitted in the applicable table within this report. Wood members that are structural engineered lumber must be recognized in, and used in accordance with, a current evaluation report. Refer to Section 3.14.4 for issues related to treated wood. 3.14.3 Fasteners: Required fastener types and sizes for use with the MiTek structural connectors described in this report are specified in this section and Tables 1 through 13. Nails used for connectors described in this ESR-3445 I Most Widely Accepted and Trusted Page 3 of 20 report must comply with material requirements, physical properties, tolerances, workmanship, protective coating and finishes, and packaging and package marking requirements specified in ASTM F1667; and must have lengths, diameters and bending yield strengths as shown in the following table: FASTENER DESIGNATION FASTENER LENGTH (inches) SHANK DIAMETER (inch) MINIMUM REQUIRED Fyb (psi) P-nail' 1.375 0.105 100,000 10d x 1% 1.5 0.148 90,000 10d Common 3.0 0.148 90,000 16d Common 3.5 0.162 90,000 Foj SC •tipch = 25.4 mm, 1 psi = 6.895 kPa. 'Thy TErstener desig'natiori "P-nail" refers to power -driven nails described in ESR 1539' The fastener must have a minimum diameiarplength, ardobending yield strength as specified in this table. MiTek Rro Serie6.smews used for LGU/MGU/HGU and ThIMOIZngers are described in ESR-2761. 3.144 Use in • •'frpted Wood: Connectors and fasteriors.used i6•c"act with preservative -treated or fire-retardant-treate4. wood must comply with Section 2304.10.,% of tht TBC:(Section 2304.9.5 of the 2012, 2089. thl 2006. IBC) Section R317.3 of the IRC (Section R319.3pf%q.2006 IRC). The lumber treater or the• repor 4holder (MiTek), or both, should be contacted for recommendations on the appropriate level of corrosion resistance to specify for the connectors and fasteners as well as the connection capacities of the fasteners used with the specific proprietary preservative -treated or fire -retardant -treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The allowable load capacities in Tables 1 through 13 are based on allowable stress design. The use of the allowable load values for the products listed in Table 15 of this report must comply with all applicable requirements and conditions specified in this report. Tabulated allowable loads are for normal load duration and/or short load duration, based on load duration factors, CD, in accordance with Section 11.3.2 of the National Design Specification® for Wood Construction (NDS) (Section 10.3.2 of the NDS for the 2012, 2009 and 2006 IBC and IRC), as indicated in Tables 1 through 13 of this report. No further increases are permitted for load durations other than those specified. Tabulated allowable loads are for connections in wood seasoned to a maximum moisture content of 19 percent (16 percent for engineered wood products) or less, used under continuously dry conditions and where sustained temperatures are limited to 100°F (37.8°C) or less. When connectors are installed in wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where the in-service moisture content is expected to exceed this value, the applicable wet service factor, CM, must be applied. Unless otherwise noted in the tables of this report, the applicable wet service factor, CM, is as specified in the NDS for lateral loading of dowel -type; fasteners. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100OF (37.81C), the allowable loads in this evaluation report must be adjusted by the temperature factor, Ct, specified in Section 11.3.4 of the NDS (Section 10.3.4 of the NDS for the 2012, 2009 and 2006 IBC and IRC). Connected wood members must be checked for load -carrying capacity at the connection in accordance with NDS Section 11.1.2 (Section 10.1.2 of the NDS for the 2012, 2009 and 2006 IBC and IRC). 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. 4.3 Special Inspection: 4.3.1 Main Windforce-resisting Systems under the IBC: Periodic special inspection must be conducted for components within the main windforce-resisting system, where required in accordance with Sections 1704.2 and 1705.11 of the IBC, Section 1705.10 of the 2012 IBC, Sections 1704 and 1706 of the 2009 IBC, and Section 1704 of the 2006 IBC. 4.3.2 Seismic Force -resisting Systems under the IBC: Periodic special inspection must be conducted for components within the seismic force -resisting system, where required in accordance with Sections 1704.2 and 1705.12 of the IBC, Section 1705.11 of the 2012 IBC, and Sections 1704 and 1707 of the 2009 and 2006 IBC. 4.3.3 Installations under the IRC: Special inspections are normally not required for connectors used in structures regulated under the IRC. However, for components and systems requiring an engineered design in accordance with IRC Section R301, periodic special inspection requirements and exemptions must be in accordance with Sections 4.3.1 and 4.3.2 of this report. 5.0 CONDITIONS OF USE The MiTek Structural Connectors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. A copy of the manufacturer's published installation instructions must be available at the jobsite at all times during installation. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 Connected wood members and fasteners must comply with Sections 3.14.2 and 3.14.3, respectively. 5.4 Adjustment factors, noted in Section 4.1 of this report and the applicable codes, must be considered where applicable. 5.5 Use of connectors and fasteners with preservative - treated or fire -retardant -treated lumber must be in accordance with Section 3.14.4. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), approved February 2017. 7.0 IDENTIFICATION The connectors described in this report are identified by the product model (stock) number, the number of the IMES index evaluation report for MiTek (ESR-2685), and by one or more of the following designations: MiTek USA, Inc.; USP Structural Connectors, a MiTek® Company; USP; or United Steel Products Company. ESR-3445 { Most Widely Accepted and Trusted Page 4 of 20 TABLE 1—CLPBF BUTTERFLY HANGER ALLOWABLE LOADS''2,3,4 JOIST DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS (lbs) STOCK WIDTH STEEL L Header Joist Download Uplift (in.) W H D Qty Type Qty Type Co=1.0 Co=1.15 Co=1.25 Co=1.60 CLPBF 02 18 19/,e 21/2 2% 12 10d Common 6 10d2x 1340 1340 1340 185 For SI: 1 inch = 25.4 mm, 1 lb. = 4,45 N. 'Allowable loads have been adjusted for load duration factors, CD, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2See Section 3.14.3 for required fastener dimensions and mechanical properties. AAloowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a reference compression 4perpendicular to grain design value, F.. , of 625 psi (4.31 MPa) or greater. CLPBF hangers provide torsional resistance, up to a maximum joist depth of 3.5 inches (88.9 mm), where torsional resistance is defined as a moment not less than 75 pounds (334 N) times the depth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical positiog Sf�t�e joist is 0.125 inch (3.2 mm). • • •• • CLP8F • ! E. f • • !� r TYPICAL. CLPBF INSTALLATION FIGURE 1—CLPBF BUTTERFLY HANGER ESR-3445 ( Most Widely Accepted and Trusted Page 5 of 26 • TABLE 2—HD FACE MOUNT HANGER ALLOWABLE LOADS'.2,a,4,5 STOCK N0. STEEL GAGE HANGER DIMENSIONS (Inches) MIN /MAX FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) HEADER JOIST DOWNLOAD UPLIFT W H D Qty Type Qty Type CD =1.0 Co =1.15 Co =1.26 Co =1.6 HD26 14 19/16 3'/z 2'/2 min 4 16d Common 2 10d x 11/2 615 695 745 335 max 4 16d Common 4 10d x 1% 615 695 745 585 HD28 14 19/16 5'/. 2%min 8 16d Common 4 10d x 1% 1230 1390 1490 760 max 8 16d Common 6 10d x 11/2 1230 1390 1490 760 HD210 14 19/16 73/1e 2'/2 min 10 16d Common 4 1 10d x 1% 1540 1735 1865 760 max 14 16d Common 6 10d x 1% 2155 2430 2610 1170 HD212 14 19/16 913/1e 21!2 min 14 16d Common 6 10d x 1% 2155 2430 2610 1170 max 20 16d Common 10 10d x 1% 3080 3475 3715 1550 HD21 4 • • • 14 1if'6 • • 13/,6 •10 • 2,/z min 16 16d Common 6 10d x 11/2 2465 2780 2980 1170 max 22 16d Common 10 10d x 11/2 3390 3715 3715 1550 HD 6 • 14 • •'• i°� • • • 123/4 21/2 min 18 16d Common 8 10d x 11/ z 2770 3125 3355 1550 max 26 16d Common 12 10dx1% 3930 4125 4250 1900 • HD24-2 • 14 • 3'/6 •• 3112 • 2% - - 4 16d Common 2 10d Common 615 695 745 365 • • • HD26-2 • 14 • 3�6 • • • • 5'/a • • 2'/z min 8 16d Common 4 10d Common 1230 1390 1490 760 max 12 16d Common 6 10d Common 1850 2085 2235 1170 HD28-2 • • 14 • 37 • 090 • • 7'/6 • • 2% min 10 16d Common 4 10d Common 1540 1735 1865 780 max 14 16d Common 6 10d Common 2155 2430 2610 1170 HD210-P • • • 14 • • • • • ° • • 9 2'/2 min 14 16d Common 6 10d Common 2155 2430 2610 1170 max 20 16d Common 10 10d Common 3080 3475 3715 1950 HD212-11 • • • • 14 • • • • • 11 2% min 16 16d Common 8 10d Common 2465 2780 2980 1305 max 24 16d Common 12 10d Common 3695 4170 4470 2340 HD214-2 14 3'/6 13 2% min 18 16d Common 8 10d Common 2770 3125 3355 1550 max 26 16d Common 12 10d Common 4005 4515 4845 2340 HD216-2 14 31/6 14 2% min 20 16d Common 10 10d Common 3080 3475 3715 1950 Max 28 16d Common 14 10d Common 4310 4860 5035 2735 HD26-3 14 45/6 4'/z 2% min 8 16d Common 4 10d Common 1230 1390 1490 760 max 12 16d Common 6 10d Common 1850 2085 2235 1170 HD28-3 14 45/6 63/6 2% min 10 16d Common 4 10d Common 1540 1735 1865 780 max 14 16d Common 6 10d Common 2155 2430 2610 1170 HD210-3 14 45/6 81/4 2%min 14 16d Common 6 10d Common 2155 2430 2610 1170 max 20 16d Common 10 10d Common 3080 3475 3725 1950 HD212-3 14 4°/° 10. 2%min 16 16d Common 8 10d Common 2465 2780 2980 1305 max 24 16d Common 12 10d Common 3695 4170 4470 2340 HD214-3 14 45/e 12'/4 2%min 18 16d Common 8 10d Common 2770 3125 3355 1550 max 26 16d Common 12 10d Common 4005 4515 4845 2340 HD216-3 14 45/6 13'/4 2% in 20 16d Common 10 10d Common 3080 3475 3725 1950 max 28 16d Common 14 10d Common 4310 4860 5035 2735 H028-0 14 6'/6 7 2%min 10 16d Common 4 16d Common 1540 1735 1865 865 max 14 16d Common 6 16d Common 2155 2430 2610 1305 HD210-0 14 6'/6 9'/4 2'/2 min 14 16d Common 6 16d Common 2155 2430 2610 1305 max 18 16d Common 8 16d Common 2770 1 3125 3355 1845 HD34 14 2/16 3 2'/2 min 4 16d Common 2 10d x 11/2 615 695 745 335 max 4 16d Common 4 10d x 11/2 615 695 745 585 HD36 14 2/16 43/d 2'/2 min 8 16d Common 4 10d x 11/2 1230 1390 1490 760 max 8 16d Common 6 10d x 11/2 1230 1390 1490 760 HD38 14 2°/16 6"/s 2'/2 mn 10 16d Common 4 10d x 11/2 1540 1735 1865 760 max 14 16d Common 6 10d x 11/2 2155 2430 2610 1170 HD310 14 2°/16 7'/16 2'/2 min 10 16d Common 4 10d x 11/2 1540 1735 1865 760 max 14 16d Common 6 10d x 11/2 2155 2430 2610 1170 HD312 14 29/16 95/16 2'/2 min 14 16d Common 6 10d x 11/2 2155 2430 2610 1170 max 20 16d Common 10 10d x 11/2 3080 3475 3715 1550 HD314 14 2°/16 115/,6 2'/2 in 16 16d Common 8 10d x 11/2 2465 2780 2980 1180 max 24 16d Common 12 10dx1% 3695 4170 4435 1900 HD316 14 2°/16 135/16 21/2 min 18 16d Common 8 10d x 1% 2770 3125 3355 1550 max 26 16d Common 12 10d x 11/2 4005 4435 4435 1900 HD38-2 14 5'/6 6'/6 2'/2 min 10 16d Common 4 10d Common 1540 1735 1865 780 max 14 16d Common 6 10d Common 2155 2430 1 2610 1170 H0310-2 14 5'/6 8 2'/2 min 14 16d Common 6 10d Common 2155 2430 2610 1170 max 20 16d Common 10 10d Common 3080 3475 3725 1550 ESR-3445 I Most Widely Accepted and Trusted Page 6 of 20 TABLE 2—HD FACE MOUNT HANGER ALLOWABLE LOADS'.2'3,4,6 (Continued) STOCK N0. STEEL GAGE HANGER DIMENSIONS (inches) MIN IMAX FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) HEADER JOIST DOWNLOAD UPLIFT W H D Ocy Type oty Type Co =1.0 Cc = 1.16 Co =1.26 CD =1.6 HD312-2 14 51/6 10 2'/2 min 16 16d Common 8 10d Common 2465 2780 2980 1305 max 24 16d Common 12 10d Common 3695 4170 4470 2340 HD44 14 39116 3s/16 2'/2 - - 4 16d Common 2 10d Common 615 695 745 390 HD46 14 3'/16 5'/16 2'/2 min 8 16d Common 4 10d Common 1230 1390 1490 760 max 12 16d Common 6 10d Common 1850 2085 2235 1170 HD48 14 38/16 611/16 2'/2 min 10 16d Common 4 10d Common 1540 1735 1865 780 max 14 16d Common 6 10d Common 2155 2430 2610 1170 HD410 14 36/16 813/16 21/2 min 14 16d Common 6 10d Common 2155 2430 2610 • • • • 1170 max 20 16d Common 10 10d Common 3080 •3475 • 371 t • • • • 1950 HD412 14 36/16 1013/" 21/2 min 16 16d Common 8 10d Common 2465 Z7.0 2980 1305 max 24 16d Common 12 10d Common 3695 • gllq • • 44719 0 11340 HD414 14 36/16 1213/16 2'/2 min 18 m 16d Comon 8 10d Common 2770 • 3355 1550 max 26 16d Common 12 10d Common 4005 51 4815 2340 HD416 14 36/16 14t3/16 21/2 min 22 16d Common 10 10d Common 3390 • 820 • 410! • • 0• 0950 max 30 16d Common 14 10d Common 4620 4965 4965 2245 HD418 14 36/16 161/2 21/2 -- 28 16d Common 8 10d Common 4310 4✓!15 • 4815 • 1560 HD66 14 51/2 41/16 21/z min 8 16d Common 4 16d Common 1230 1390 1490 865 max 12 16d Common 6 16d Common 1850 • 2086 • 2235 1305 HD68 14 51/2 51'/16 21/2 min 10 16d Common 4 16d Common 1540 1735 11346 • • •920 max 14 16d Common 6 16d Common 2155 • 2430 • 26 1305 HD610 14 51/2 713/16 21/2 min 14 16d Common 6 16d Common 2155 2 30 26'� • 305 max 20 16d Common 10 16d Common 3080 3475 3725• • • 2305 HD612 14 5'/2 913/16 2'/2 min 16 16d Common 8 16d Common 2465 2780 2980 1305 max 24 16d Common 12 16d Common 3695 4170 4470 2765 HD614 14 5'/2 1113/16 2'/2 min 18 16d Common 8 16d Common 2770 3125 3355 1845 max 26 16d Common 12 16d Common 4005 4515 4845 2765 HD616 14 5'/2 1313/16 2'/2 min 22 16d Common 10 16d Common 3390 3820 4100 2305 max 30 16d Common 14 16d Common 4620 4965 4965 3225 HD86 14 7'/2 415/16 2'/2 min 8 16d Common 4 16d Common 1230 1390 1490 865 max 10 16d Common 4 16d Common 1540 1735 1865 920 HD88 14 7'/2 613/16 2'/2 min 10 16d Common 4 16d Common 1540 1735 1865 920 max 14 16d Common 6 16d Common 2155 2430 2610 1305 HD810 14 7'/2 88/16 2'/2 min 14 16d Common 6 16d Common 2155 2430 2610 1305 max 18 16d Common 8 16d Common 2770 3125 3355 1845 HD812 14 7'/2 10'/2 2'/2 min 16 16d Common 6 16d Common 2465 2780 2980 1305 max 22 16d Common 8 16d Common 3390 3820 4100 1845 HD814 14 7'/2 1113/16 2'/2 min 18 16d Common 8 16d Common 2770 3125 3355 1845 max 24 16d Common 12 16d Common 3695 4170 4435 2765 HD816 14 71/2 1213/16 21/2 min 20 16d Common 8 16d Common 3080 3475 3715 1845 max 26 16d Common 12 16d Common 4005 4435 4435 2765 HD1770 14 113/16 7'/e 21/2 min 12 16d Common 4 10d x 11/ z 1850 2085 2235 760 max 16 16d Common 8 10d x 11/2 2465 2780 2980 1180 HD17925 14 113/16 9'/6 21/2 min 18 16d Common 6 10d x 11/ z 2770 3125 3355 1170 max 24 16d Common 10 10d x 11/2 3695 4170 4320 1900 HD17112 14 113/16 113/6 2'/2 min 22 16d Common 6 10d x 11/2 3390 3625 3685 1170 max 30 16d Common 12 10d x 11/2 4320 4515 4640 1900 HD1714 14 ,3/16 1 13 s/16 2 ,/z min 28 16d Common 8 10d x 11/2 3790 3920 4005 1550 max 36 16d Common 14 10d x 11/2 4580 4810 4955 1900 HD27925 14 23/4 93/16 2'/2 min 14 16d Common 6 10d x 11/2 2155 2430 2610 1170 max 20 16d Common 10 10d x 02 3080 3475 3715 1550 HD27112 14 23/4 113/16 2'/2 min 16 16d Common 8 lod x 02 2465 2780 2980 1180 max 24 16d Common 12 10d x 1'/2 3695 4170 4435 1900 HD2714 14 23/4 133/16 2'/2 min 18 16d Common 8 10d x 1'/2 2770 3125 3355 1550 max 26 16d Common 12 10d x 1'/2 4005 4435 4435 1900 HD32105 14 3'/4 915/16 2'/2 min 16 16d Common 6 10d Common 2465 2780 2980 1170 max 22 16d Common 10 10d Common 3390 3820 4100 1950 HD3212 14 3'/4 11% 2'/2 min 18 16d Common 8 10d Common 2770 3125 3355 1550 max 26 16d Common 12 10d Common 4005 4515 4845 2340 ESR-3445 ( Most Widely Accepted and Trusted Page 7 of 26 TABLE 2—HD FACE MOUNT HANGER ALLOWABLE LOADS'.2,3,4,5 (Continued) STOCK NO. STEEL GAGE HANGER DIMENSIONS (Inches) MIN /MAX FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) HEADER JOIST DOWNLOAD UPLIFT W H D Qty Type Qty Type Co =1.0 Co = 1.15 Co - 1.26 Co =1.6 HD5112 14 51/4 9i5/1e 2'/2 min 16 16d Common 8 16d Common 2465 2780 2980 1305 max 24 16d Common 12 16d Common 3695 4170 4470 2765 HD51135 14 5'/4 1215/15 21/2 min 20 16d Common 10 16d Common 3080 3475 3715 2305 max 28 16d Common 14 16d Common 4310 4860 5035 3225 HD5210 14 53/e 7'/e 2'/2 min 14 16d Common 6 16d Common 2155 2430 2610 1305 max 20 j 16d Common 10 16d Common 3080 3475 3725 2305 HD57s19 • • • • •14 • 53/e • 9'/e • 2'/2 min 16 16d Common 8 16d Common 2465 2780 2980 1305 max 24 16d Common 12 16d Common 3695 4170 4470 2765 • • HD5:4 • • • M4 • �� • • • • 11% 2'/2 min 18 16d Common 8 16d Common 2770 3125 3355 1845 max 26 16d Common 12 16d Common 4005 4515 4845 2765 • HD521* • • • 014 • • 578• 1 • •• • 13% • • 2'/2 min 22 16d Common 10 16d Common 3390 3820 4100 2305 max 30 16d Common 14 16d Common 4620 4965 4965 3225 HD62114 • 14 ,61440 1 • • 113/4 21/2 - - 24 16d Common 6 10d Common 3695 4170 4435 1170 Hd71117 • • 04 7Y8• • • 11% 2'/2 -- 26 16d Common 6 10d Common 4005 4435 4435 1170 • HD710% • • • ,4 • • • •• • t i'/e• • • • 9 21/2 min 14 16d Common 6 16d Common 2155 2430 2610 1305 max 18 16d Common 8 16d Common 2770 3125 3355 1845 HD71 Jd • • • • 44 • • • • �'/e • • loll/,. 21/2 min 16 16d Common 6 16d Common 2465 2780 2980 1305 max 22 16d Common 8 16d Common 3390 3820 4100 1845 HD7140 14 71/B 13 2112 min 20 16d Common 8 16d Common 3080 3475 3715 1845 max 26 16d Common 12 16d Common 4005 4435 4435 2765 HD7160 14 7'/a 1 155/e 2'/2 - - 24 16d Common 8 10d Common 3695 4170 4435 1560 HD7180 14 7'1B 173/4 21/2 - - 28 16d Common 8 10d Common 4310 4815 4815 1560 HD77117 14 71/B 11314 2'/2 - - 26 16d Common 6 10d Common 4005 4435 4435 1170 HD83117 14 85/16 11% 2'/2 - - 26 16d Common 6 10d Common 4005 4435 4435 1170 HD95117 14 91/2 113/4 2'/2 - - 30 16d Common 6 10d Common 4620 4965 4965 1170 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.895 kPa. 'Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installations requirements. 2See Section 3.14.3 for required fastener dimensions and mechanical properties. 3Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a minimum reference compression Perpendicular to grain design value, Fo-,rp, 625 psi (4.31 Wa). HD hangers provide torsional resistance, up to a maximum joist depth of H + 1.0 inch (H + 25.4 mm), where torsional resistance is defined as a moment not less than 75 pounds (335 N) times the depth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5HDIF inverted flange hangers are available in widths of 2.25 inches (57.2 mm) or greater at the same design loads as a corresponding HD models. ( r � HD TYPICAL HD INSTALLATION FIGURE 2—HD FACE MOUNT HANGER TYPICAL HD -IF INVERTED FLANGE INSTALLATION tSR-3445 I Most Widely Accepted and Trusted Page 8 of 20 TABLE 3—HUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS',2,3,4,6 DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE DESIGN LOADS (lbs) STOCKNO. STEEL GAGE W H D A Header Joist" Download Uplift Qty Type Qty Type Co = 1.0 Co = 1.15 Co = 1.25 CD = 1.6 HUS26 16 15/6 57/16 3 2 14 16d Common 6 16d Common 2760 3140 3400 2035 HUS28 1 16 15/6 73/16 3 2 22 16d Common 8 16d Common 4170 4745 5090 2950 HUS210 .16 15/6 93/16 3 2 30 16d Common 10 16d Common 5455 5825 6040 4110 HUS175 16 1"/16 53/6 3 2 14 16d Common 6 16d Common 2760 3140 3400 2035 HUS177 16 113 /16 7'/6 3 2 22 16d Common 8 16d Common 4170 4745 5090 2950 HUS179 16 113 /16 1 91/6 3 1 2 1 30 1 16d Common 10 16d Common 5580 6040 6040 4110 HUS24-2 1 14 3'/6 37/16 2 1 4 16d Common 2 16d Common 850 965 1035 760 HUS26-2 14 3'/6 5'/4 2 1 4 16d Common 4 16d Common 1085 1235 1330 1070 HUS28-2 14 3'/6 7'/s 2 1 6 16d Common 6 16d Common 1625 1850 1865 2390 HUS210-2 14 3'/e 9'/6 2 1 8 16d Common 8 16d Common 2170 2465 2660 2390 HUS212-2 14 31/e 111/6 2 1 10 16d Common 10 16d Common 2710 1 3080 3325 • •3825 HUS46 14 35/e 5 2 1 4 16d Common 4 16d Common 1085 1239 • V 330 1070 HUS48 14 1 3% 7 2 1 1 1 6 1 16d Common 6 16d Common 1625 185 1865 • • 92390 HUS410 14 3% 8'/e 21�= 16d Common 8 16d Common 2170 246y • .; 660 2390 HUS412 14 1 3% 10'/8 2 1 1 1 10 1 16d Common 10 1 16d Common 2710 3080 . • • 3325 • a 3825 • • • • • • For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 9 0 * 0• •� ••••• 'Allowable loads have been adjusted for load duration factors, Cc, as shown, in accordance with the NDS. The allowable loads do not ap**to♦pads of othgroyritions, aidit • • not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. • • • 2Aloowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a reference compression $graendicular t&&MP O • design value, Fc_wp, of 625 psi (4.31 MPa) or greater. • • • • • • 'See Section 3.14.3 for required fastener dimensions and mechanical properties. • • HUS hangers provide torsional resistance, where torsional resistance is defined as a moment not less than 75 pounds (334 N) times the depth of the ivist•at:Oich theTaTeM • movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). • • • • • 5Joist nails must be driven horizontally into the joist at an angle of 30- to 45-degrees from normal, such that they penetrate through the joist and ir;o the hea". • • • • • HUS-IF inverted flange hangers are available in widths of 2 /4 inches or greater at the same design loads as corresponding HUS models. • • • HUS M' Dr rjri�i 7r�4o brad« vt 33`" ro 45 k+trci,�rvv tried lnadc. ` TYPICAL HUS DOUBLE SHEAR NAIL INSTALLATION } t t s r S I TYPICAL HUS INSTALLATION TYPICAL HUS-IF INVERTED FLANGE INSTALLATION FIGURE 3—HUS SLANT NAIL JOIST HANGER ESR-3445 I Most Widely Accepted and Trusted Page 9 of 20 TABLE 4—JL STANDARD JOIST HANGER ALLOWABLE LOADS''2,3,4 /2 •••••• • • JL210 20 1�'�6 •8i4 11 • • • •' • • For Si 1 inc = 25.4 mm,•l Ibf = 4.45 N, 1 psi =6.895 kPa. • •••••• • • •. 'Allowable loads have been auLusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other • • duratigA nt not p%Aified g11be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installations requirements. • • • • • 2See Section .44.3 for requiradrtastener dimensions and mechanical properties. • • 'Allowable loads shown irg W&Wr6tallations in wood members complying with Section 3.14.2. Wood members must also have a minimum reference compression • •' • • gerpendiculZr to grain design value, F,p p, of 625 psi (3.17 MPa). • • • • • • JL hangeltg"ide torsioNdf reSiStance, up to a maximum joist depth of H + 1.0 inch (H + 25.4 mm), where torsional resistance is defined as a moment not less • than 75 pgynds (334 N) tinw #*40epth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is • • 0.125 inch (3.2 mm). • • • •••••• • • • • JL TYPICAL JL INSTALLATION FIGURE 4—JL STANDARD JOIST HANGERS M-3445 I Most Wdely Accepted and Trusted Page 10 of 20 TABLE 5-4N AND JNE POWER NAIL HANGER ALLOWABLE LOADS''2 STOCK NO. JOIST WIDTH STEEL GAGE Dimensions (in.) Fastener Schedule'," Allowable Loads Ili W H D Header Joist Download Uplift Qty Type Qty Type C113=1.0 Co=1.15 C113=1.25 C113=1.6 JN26-2 JN28-2 (2) 1'/2 (2) 11/2 18 18 3'/16 31/16 53/6 7'/6 1% 16/6 8 P-nail 6 P-nail 490 560 610 585 10 P-nail 6 P-nail 610 700 765 585 12 P-nail 6 P-nail 730 840 915 585 14 P-nail 6 P-nail 855 980 1070 585 16 P-nail 6 P-nail 975 1120 1220 585 18 P-nail 6 1 P-nail 1100 1265 1 1375 585 20 P-nail 6 P-nail 1220 1405 1525 585 22 P-nail 6 P-nail 1340 1545 1680 585 24 P-nail 6 P-nail 1465 1685 1830 585 JN26E JN28E JN210E 1'/2 1'/2 1'/2 20 20 20 19/16 19/16 19/16 5'/4 63/4 8'/4 2 2 2 8 P-nail 4 P-nail 480 550 600 305 10 P-nail 4 P-nail 600 690 750 305 12 P-nail 4 P-nail 720 830 900 305 14 P-nail 4 P-nail 840 965 1 1054 305 16 P-nail 4 P-nail 960 1105. 1200 • 4 •0305 18 P-nail 4 P-nail 1080 124E 1310 • • • 305 20 1 P-nail 4 P-nail 1325 111 • 132 • 05 • For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 000000 • • • 'Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable lodbnot dsapply to load% of other • • • durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and insta IatlOi fBquiremer�s.••••• 00000 2Allowable loads shown are for installations in wood members complying with Section 3.14.2. • • • • The fastener designation "P-nail" refers to power -driven nails described in ESR-1539, and must have a minimum diameter, leng1li tar Cbending yiep%Mgth as • • • • • specified in Section 3.14.3 of this report. • • • • • • • • • • • • • 4Fasteners must be driven in such a way as firmly seats the nail head against the hanger steel, without embedding the nail;::. �jrptjgh the plane;f the metal • surface, or otherwise punching through. • • • • 6T'he quantity of nails installed must be equally distributed to both sides of the hanger. The nails must be located within desiQltated pr!!punched nailin areas at• • • • • • • one inch (25.4 ni spacing in a row, with the vertical rows spaced at 3/6 inch (9.53 mri also, nails must be no less than 5i" inch47.94 mm orb a �hanger. • edge. •••• • •••••• JN and JNE hangers provide torsional resistance, up to a maximum joist depth of 10 inches (254 ni where torsional resistance is defined as P.Afte%not less• • than 75 pounds (334 N) times the depth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical positisr• ofAhe joist is 0.125 inch (3.2 ni TYPICAL JN INSTALLATION FIGURE 5—JN AND JNE POWER NAIL HANGERS ESR-3445 ( Most Widely Accepted and Trusted Page 11 of 26 TABLE 6—JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS' 2,3,4 DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE DESIGN LOADS (lbs) , STOCK NO. STEEL GAGE yy H D A Header Joist Download Uplift Qty Type Qty Type CD = 1.0 Co = 1.15 Co = 1.25 CD = 1.6 JUS24 18 19/16 3'/6 13/4 1 4 10d Common 2 10d Common 675 775 835 630 JUS26 18 19/16 4"/,6 13/4 1 4 10d Common 4 10d Common 870 1000 1080 1000 JUS28 18 19/16 65/8 13/4 1 6 10d Common 4 10d Common 1110 1270 1375 1000 JUS210 18 19/16 7'/, 13/, 1 8 10d Common 4 10d Common 1350 1545 1670 1000 JUS36 18 29/16 51/4 2 1 4 16d Common 4 16d Common 1040 1185 1290 1255 JUS38 18 29/16 63/4 2 1 6 16d Common 4 16d Common 1325 1510 1645 1255 JUS310 18 29/16 91/e 2 1 8 16d Common 6 16d Common 1845 2105 2290 2335 JUS24-2 18 31/6 37/16 2 1 4 16d Common 2 16d Common 805 900 900 630 JUS26-2 18 3'/6 5'/, 2 1 4 16d Common 4 16d Common 1040 1185 1290 1255 JUS26-2 • 18 31/4, 7'/, 2 1 6 16d Common 4 16d Common 1325 1510 1645 1255 JUS214 J • • 18 ; •,3'16 91/6 2 1 8 16d Common 6 16d Common 1845 2105 2290 2335 JUS24-%• 18 • .8V� 13'/6 2 1 12 16d Common 6 16d Common 2420 2755 2830 2335 JUS44 . 18 • • S14,p 3'/4 2 1 4 16d Common 2 16d Common 780 780 780 630 JUS46 • • 18 •51 5 2 1 4 16d Common 4 16d Common 1040 1185 1290 1255 JUS48 • 18 '39ie 6'/6 2 1 6 16d Common 4 16d Common 1325 1510 1645 1255 JUS41'0'•; 18 ; •�Sie 8'/6 2 1 8 16d Common 6 16d Common 1845 2105 2290 2335 JUS412 • • • • 18 3 e 10'/e 2 1 10 16d Common 6 16d Common 2130 2390 2390 2335 JUS414 18 • •35/e• 12'/e 2 1 12 16d Common 6 16d Common 2390 2390 2390 2335 JUS298 ... 18 4'/6 41/2 2 1 4 16d Common 4 16d Common 1040 1185 1290 1255 JUS28- 18 ; •45/16• 63/6 2 1 6 16d Common 4 16d Common 1325 1510 1645 1255 JUS21%? • •4 18 4'/e 83/6 2 1 8 16d Common 6 16d Common 1845' 2105 2290 2335 JUS212-3 18 4% 103/e 2 1 10 16d Common 6 16d Common 2130 2390 2390 2335 JUS214-3 18 4% 123/e 2 1 12 16d Common 6 16d Common 2390 2390 2390 2335 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Allowable loads have been adjusted for load duration factors, Cc, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2Aloowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a reference compression perpendicular to grain design value, F, ,p, of 625 psi (4.31 MPa) or greater. See Section 3.14.3 for required fastener dimensions and mechanical properties. 4JUS hangers provide torsional resistance, up to a maximum joist depth of H + 1.0 inch (H + 25.4 mm) where torsional resistance is defined as a moment not less than 75 pounds (334 N) times the depth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 'Joist nails must be driven horizontally into the joist at an angle of 30- to 45-degrees from normal, such that they penetrate through the joist and into the header. JUS TYPICALJUS INSTALLATION �I (?rive pid nais�--'►� 3V to 4S" to achieve listed loads, TYPICAL JUS DOUBLE SHEAR NAIL INSTALLATION FIGURE 6—JUS SLANT NAIL JOIST HANGER P-SR-3445 ( Most Ifdely Accepted and Trusted Page 12 of 20 TABLE 7—SUH JOIST HANGER ALLOWABLE LOADS''2,3 STOCK STEEL DIMENSIONS (In) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Download Uplift NO. GAGE W H D A Header Joist 16d Common Nails Into Header 10d Common Nails Into Header Oty Oty Type Co=1.0 Co=1.15 Co=1.25 Co=1.0 Co=1.15 Co=1.25 Co=1.6 SUH24 16 19/16 31/4 2 13/16 4 2 10dx11/2 590 665 720 500 560 605 380 SUH26 16 19/16 5'/8 2 13/16 6 4 10dx11/2 880 1000 1080 750 840 910 755 SUH28 16 19/1, 6'/s 2 13/16 8 6 10dx1'/2 1175 1335 1440 1000 1120 1210 830 SUH210 16 19/18 8 2 13/16 10 6 10dx11/2 1470 1670 1800 1250 1405 1515 1135 SUH214 16 19/1s 10 2 11/s 12 8 10dx11/2 1765 2000 2160 1500 1685 1815 1510 SUH1710 16 113/16 7'/a 2 13/1s 10 6 10dx1'/2 1470 1670 1800 1250 1405 1515 1135 SUH1714 16 113/16 9'/8 2 13/19 12 8 10dx1'/2 1765 2000 2000 1500 1685 1815 1510 SUH24R 16 2 3'/16 2 11/8 4 2 10dx1'/2 590 665 720 500 560 605 380 SUH26R 16 2 4'/1a 2 13/16 6 4 10dx1'/2 880 1000 1080 750 840 910 755 SUH28R 16 2 016 2 11/8 8 6 10dx11/2 1175 1335 1440 1000 1120 ••1Z'� 830 SUH21OR 16 2 713/1s 2 1'/8 10 6 10dx11/2 1470 1670 1800 4250 1405 . J1 11 SUH214R 16 2 913/16 2 11/8 12 8 10dx11/2 1765 2000 2160 16W • 1685 • •1gV 1510 SUH2310 16 23/8 815/16 2 1'/18 16 6 10dx11/2 2350 2670 2850 •2ppp• a• 2245 • A20• 11 SUH2314 1 16 2% 10'/8 2 1'/16 18 6 10dx11/2 2645 2850 2850 •2Z • 2525 2125 11 5 SUH34 16 29/16 33/8 2 11/8 6 2 10dx1'/2 880 1000 1080 Woo o 840 • 91.0 3V&• SUH36 16 29/16 55/16 2 11/e 10 4 10dx11/2 1470 1670 1800 1Z4% • • 1405 • "T6' 755 SUH310 16 29/16 8r/a 2 11/s 16 6 10dx1'/2 2350 2670 2715 029g00 0 0 2245 2,4J% 1135 • SUH314 16 29/18 109/18 2 11/8 18 6 10dx11/2 2645 3000 3240 .4% • 2525 02725 1135 SUH2610 16 2"/1e 8'3/16 2 13/1e 16 6 10dx11/2 1 2350 2670 2880 OVQOO2245 2420 1135 SUH2614 16 1 271/16 101/2 2 1% 18 6 10dx11/2 2645 3000 3240 * 25(t 2525 2725 1135 SUH24-2 16 31/e 31/8 2 11/8 6 2 10dC 880 1000 1080 750 840 • • 9" 380 SUH26-2 16 31/8 51/16 2 11/8 10 4 10dC 1470 1670 1800 01,220 1405 1515 AS • SUH28-2 16 31/8 61/4 2 11/8 12 4 10dC 1765 1995 1995 1500 1685 • •6111, 755 SUH210-2 16 31/8 1 89/16 1 2 1'/s 16 6 10dC 2350 2670 2880 2000 2245 2420 1135 SUH214-2 16 31/8 101/4 2 1'/8 18 6 10dC 2645 3000 3240 2250 2525 2725 1135 SUH44 16 39/16 2'/8 2 11/8 6 2 10dC 880 1000 1080 750 840 910 380 SUH46 16 39/18 413/16 2 11/8 10 4 10dC 1470 1670 1800 1250 1405 1515 755 SUH48 16 39/16 016 2 11/8 12 4 10Dc 1765 2000 2000 1500 1685 1815 755 SUH410 16 39/16 8% 2 11/s 16 6 10dC 2350 2670 2880 2000 2245 2420 1135 SUH414 16 39/le 101/18 1 2 0e 18 6 1 10dC 2645 3000 3240 2250 2525 2725 1135 SUH44R 16 4 211/16 2 11/8 6 2 16dC 880 1000 1080 750 840 910 445 SUH46R 16 4 417/16 2 11/s 8 4 16dC 1175 1335 1440 1000 1120 1210 830 SUH41OR 16 4 83/16 2 2 14 6 16dC 2060 2335 2520 1750 1965 2120 1220 SUH26-3 16 4% 5'/4 2 1 8 2 10dC 1175 1335 1440 1000 1120 1210 380 SUH28-3 16 45/s 71/8 23/4 1 10 6 10Dc 1470 1670 1800 1250 1405 1515 1135 SUH210-3 16 4% 8% 2 1 14 6 10dC 1995 1995 1995 1750 1965 1995 1135 SUH2310-2 16 4'/4 83/8 2 13/18 14 6 10dC 2060 2335 2520 1750 1965 2120 1135 SUH2314-2 16 4'/4 10 2 13/16 16 6 10dC 2350 2670 2880 2000 2245 2420 1135 SUH310-2 16 51/a 9 2 1% 14 6 10dC 2060 2335 2520 1750 1965 2120 1135 SUH66 16 51/2 5 2 1 8 4 10dC 1175 1335 1440 1000 1120 1210 755 SUH610 16 51/2 9 1 2 1 14 1 6 10dC 2060 2335 2520 1750 1965 2120 1135 SUH66R 16 6 5 2 1 1 8 1 4 16dC 1175 1335 1440 1000 1120 1210 830 SUH61OR 16 1 6 9 2 1 1 14 1 6 16dC 2060 2335 2520 1750 1965 2120 1220 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a reference compression perpendicular to grain design value, Fo-,rp, of 625 psi (4.31 MPa) or greater- 3 See Section 3.14.3 for required fastener dimensions and mechanical properties. 10dC refers to 10d Common and 16dC refers to 16d Common nails. SUH TYPICAL SUH INSTALLATION FIGURE 7—SUH JOIST HANGER ESR-3445 ( Most Widely Accepted and Trusted Page 13 of 26 TABLE 8—THD FACE MOUNT HANGER ALLOWABLE LOADS''2,3,4,5 STOCK NO. STEEL GAGE DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header Joist Download Uplift W H D City Type City Type CD = 1.0 CD = 1.15 CD = 1.25 CD = 1.60 THD26 16 15/8 51/18 3 18 16d Common 12 10dx11/2 2645 3000 3240 2265 THD26max 16 15/8 51/1e 3 20 16d Common 20 10dx1'/2 2940 3260 3260 2315 THD28 16 1% 7 3 28 16d Common 16 10dx11/2 4115 4195 4195 2315 THD28max 16 1% 7 3 28 16d Common 26 10dx1'/2 4115 4670 5040 2315 THD210 16 1% 9 3 38 16d Common 20 10dx1'/2 5315 5590 5590 3775 THD210max 16 1% 9 3 38 16d Common 32 10dx1'/2 5585 5990 5990 4010 THD175 14 17/8 5 3 18 16d Common 12 10dx11/2 2770 3125 3355 2315 THD1;r • • • 14 17/e 6�/8 3 28 16d Common 16 10dx11/2 4310 1 4860 5005 2315 THD179 14 • V18 • 82/8 3 38 16d Common 20 10dx1'/z 5850 6250 6455 3905 THD2812 • • 14 • •fir,• 5% 3 18 16d Common 12 10d Common 2770 3125 3355 2340 THD28-2 • 14 • •8• 71/8 3 28 16d Common 16 10d Common 4310 4860 5005 2595 THD2104P 14 "/1e0 91/8 3 38 16d Common 20 10d Common 5850 6600 7045 3905 THD210-3 12 •5 /8 9 3 38 16d Common 20 10d Common 6535 1 7255 7745 4010 THD210-4 • 12 • 3/,1 9 3 38 16d Common 20 10d Common 6535 7255 7745 4010 THD46 • 14 • 03;/0 • 55116 3 18 16d Common 12 10d Common 2770 3125 3355 2340 THD48 • 14 • 371, 71116 3. 28 16d Common 16 10d Common 4310 4860 5005 2595 THD410 14 •13r8 91/18 3 38 16d Common 20 10d Common 5850 6600 7045 3905 THD413 • • • 14 35/8 11 3 48 16d Common 20 10d Common 7045 7045 7045 3905 THD414 14 3% 127/e 3 58 16d Common 20 10d Common 7045 7045 7045 3905 THD610 12 51/2 9 3 38 16d Common 20 10d Common 6535 7255 7745 4010 THD612 12 51/2 11 3 48 16d Common 20 10d Common 8255 8860 8860 4010 THD614 12 51/2 127/8 3 58 16d Common 20 10d Common 8860 8860 8860 4010 THD7210 12 7'/4 9 3 38 16d Common 20 10d Common 6535 7255 7745 4010 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.895 kPa. 'Allowable loads have been adjusted for load duration factors, CD, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installations requirements. 2See Section 3.14.3 for required fastener dimensions and mechanical properties. 'Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a minimum reference compression perpendicular to grain design value, Fo-perp, of 625 psi. 4THD hangers provide torsional resistance, up to a maximum joist depth of H + 1.0 inch (H + 25.4 mm), where torsional resistance is defined as a moment not less than 75 pounds (334 N) times the depth of the joist, at which the lateral movement of the top or bottom of the foist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). Some THD models feature nail holes along the bend line that must be filled with nails, driven into the header at a 450 angle, to achieve the tabulated allowable loads. kW9 TYPICAL THD INSTALLATION Dn* band me pals into heoder ofAS' I. ac6 . lived loads. TYPICAL THD BEND LINE NAIL INSTALLATION FIGURE 8—THD FACE MOUNT HANGER F-SR-3445 ( Most Widely Accepted and Trusted Page 14 of 20 TABLE 9—THDH FACE MOUNT HANGER ALLOWABLE LOADS' 2,1,4 STOCK NO. STEEL DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) GAGE W7 H D Header Joist Download Uplift City Type Qty Type CD = 1.0 CD = 1.16 CD = 1.25 CD = 1.6 THDH26 12 1% 51/16 5 20 16d Common 8 16d Common 4375 4895 5245 2865 THDH28 12 1% 7'/16 5 36 16d Common 12 16d Common 7595 8130 8130 4445 THDH210 12 1% 93/16 5 46 16d Common 16 16d Common 9310 9710 9710 5260 THDH27925 12 23/q 91/8 4 46 1 16d Common 12 16d Common 9020 9020 9020 4445 THDH27112 12 2'/4 107/6 4 56 16d Common 14 16d Common 9710 9710 9710 4445 THDH2714 12 23/4 121/4 4 66 16d Common 16 16d Common 11185 11760 11760 5260 THDH26-2 12 3766 53/6 4 20 16d Common 8 16d Common 4375 4895 5245 2865 THDH28-2 12 37/16 71/6 4 36 16d Common 10 16d Common 7360 8130 8130 3165 THDH210-2 12 37/16 9'/e 4 46 16d Common 12 16d Common 9020 9020 9020• V45 THDH212-2 12 33/6 101/2 4 56 16d Common 14 16d Common 9710 97910 • • 9710 4445 THDH214-2 12 33/11 12'/4 4 66 16d Common 16 16d Common 11760 11160 1176(0 • 6260 THDH3210 1 12 33/16 9% 4 46 16d Common 12 16d Common 9020 9t,2Q • 9020 4445 THDH3212 12 33/16 10% 4 56 16d Common 14 16d Common 9710 9710 • • 97100 5260 THDH46 12 39/16 53/e 4 20 16d Common 8 16d Common 4375 4 9b • ♦ • 5245: • • • 2865 THDH48 12 39/16 71/8 4 36 16d Common 10 16d Common 7360 8Wo• • 8130 ♦ • J165 THOH410 12 39/16 91/6 4 46 16d Common 12 16d Common 9020 9000 • 902i1 • • 4445 THDH412 12 39/16 101/2 4 56 16d Common 14 16d Common 9710 9?100 • • • 9710 5260 THDH414 12 39/16 13'/,s 4 66 16d Common 16 16d Common 11760 11f60 • 11760 • 5655 THDH26-3 12 5'/8 57/16 4 20 16d Common 8 16d Common 4375 4 5 • 524; 2865 THDH28-3 12 51/1, 73/16 4 36 16d Common 12 16d Common 7595 81 V • 813 • • • 4445 THDH210-3 12 5'/8 93/16 4 46 16d Common 16 16d Common 9710 9710 971000 • 5260 THDH212-3 12 51/11 113/16 4 56 16d Common 20 16d Common 9740 9740 9740 5260 THDH214-3 12 51/8 133/16 4 66 16d Common 22 16d Common 11760 11760 11760 5655 THDH5210 12 53/8 91/8 4 46 16d Common 16 16d Common 9710 9710 9710 5260 THDH5212 12 53/8 111/s 4 56 16d Common 20 16d Common 9740 9740 9740 5260 THDH5214 12 53/B 131/,, 4 66 16d Common 22 16d Common 11760 11760 11760 5655 THDH610 12 5'/2 9 4 46 16d Common 16 16d Common 9020 9020 9020 5260 THDH612 12 51/2 11 4 56 16d Common 20 16d Common 9740 9740 9740 5260 THDH614 12 51/2 13 4 66 16d Common 22 16d Common 11760 11760 11760 5655 THDH26-4 12 69/16 5 7/ 16 4 20 16d Common 8 16d Common 4375 4895 5245 2865 THDH28-4 12 67/16 79/16 4 36 16d Common 12 16d Common 7595 8130 8130 4445 THDH6710 12 6T/,, 813/16 4 46 16d Common 12 16d Common 9020 9020 9020 4445 THDH6712 12 67/11 1 013 /16 4 56 16d Common 14 16d Common 9020 9020 9020 5260 THDH6714 12 67/8 1213/1, 4 66 16d Common 16 16d Common 11760 1 11760 11760 5655 THDH7210 12 71/4 9 4 46 16d Common 12 16d Common 9020 9020 9020 4445 THDH7212 12 71/4 10'/2 4 56 16d Common 14 16d Common 9020 9020 9020 5260 THDH7214 12 7'/4 121/4 4 66 16d Common 16 16d Common 11760 11760 11760 5655 t-or Jl: 1 incn = 15.4 mm, 1 Ibt = 4.45 N. 'Allowable loads have been adjusted for load duration factors, CD, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2Aloowable loads shown are for installations in wood members complying with Section 3.14.2. 'See Section 3.14.3 for required fastener dimensions and mechanical properties. 4THDH hangers provide torsional resistance, up to a maximum joist depth of H + 1.0 inch (H + 25.4 mm) where torsional resistance is defined as a moment not less than 75 pounds (334 N) times the depth of the joist, at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the foist is 0.125 inch (3.2 mm). Allowable loads shown are for installations in wood members complying with Section 3.11.2. 6Wood members must also have a minimum reference compression perpendicular to grain design value, F,.p, of 625 psi. Joist nails must be driven horizontally into the joist at an angle of 30- to 45-degrees from normal, such that they penetrate through the joist, and into the header. � o0 rt c � , .ff TNLIH TYPICAL THOH INSTALLATION 30't�4i`k,vfi�rre tee lourb. , TYPICAL THDH DOUBLE SHEAR NAIL IN5TALLAMN • • P•••• • • r•••• 1 • • • • • • • • ••••• • ••••• FIGURE 9—THDH FACE MOUNT HANGER ESR-3445 I Most Widely Accepted and Trusted Page 15 of 26 TABLE 10-THF FACE MOUNT HANGER ALLOWABLE LOADS'.2,3'` STOCK NO. STEEL GAGE DIMENSIONS (in.) FASTENER SCHEDULES ALLOWABLE LOADS (Ibs) Nail Header Joist Download Uplift W H D Conf. Clty Type Oty Type Co =1.0 Co = 1.16 Co =1.25 Co =1.60 THF15925 18 1'12 91/16 2 MIN 8 10d Common 2 10dxt'/2 930 1065 1160 255 MAX 12 10d Common 2 10dx1'/2 1390 1600 1740 255 THF15112 18 1'/z 11'/,e 2 MIN 8 10d Common 2 10dx1'/2 930 1065 1160 255 MAX 16 10d Common 2 10dx1'/2 1855 2135 2165 255 THF15140 18 1'/2 13'/2 2 MIN 12 10d Common 2 10dx11/2 1390 1600 1740 255 MAX 20 10d Common 2 10dx1'/2 2105 2140 2165 255 THF16925 18 15/B 9 2 MIN 8 10d Common 2 10dx11/2 930 1065 1160 255 MAX 12 10d Common 2 10dx1'/2 1390 1600 1740 255 THF16112 so** 18 15/6 11 2 MIN 8 10d Common 2 10dx1'/2 930 1065 1160 255 MAX 16 10d Common 2 10dx1'/2 1855 2135 2320 255 • • • • THF16140 sees 18 • 1s • • 197/16 • 2 MIN 12 10d Common 2 10dx1'/2 1390 1600 1740 255 MAX 20 10d Common 2 10dx1'/2 2265 2300 2320 255 • • • THF17�5 18 • • l • • •�5/16 2 MIN 8 10d Common 2 10dx1'/2 930 1065 1160 255 MAX 12 10d Common 2 10dx1 /2 1390 1600 1740 255 • THF•i1'1�'t • 18 �3L • �o15/,s 2 MIN 8 10d Common 2 10dx11/2 930 1065 1160 255 MAX 16 10d Common 2 10dx1'/2 1855 2135 2320 255 • THF171JO • 18 ♦ 4 •183/8 2 MIN 12 10d Common 2 10dx1'/2 1390 1600 1740 255 MAX 20 10d Common 2 10dx1'/2 2320 2455 2480 255 THF2@025 • • • • • 18 • 2'/e • ;/e • 2 MIN 8 10d Common 2 10dx1'/2 930 1065 1160 255 MAX 12 10d Common 2 10dx11/2 1390 1600 1740 255 THFjOIV•• • • • 18 • • •2'/6 • •113/,6 2 MIN 8 10d Common 2 10dx11/2 930 1065 1160 255 MAX 16 10d Common 2 10dx1'/2 1855 2135 2320 255 THF20140 18 2'/6 13'/4 2 MIN 12 10d Common 2 10dx1'/2 1390 1600 1740 255 MAX 20 10d Common 2 10dx1'/2 2320 2670 2790 255 THF15925-2 16 3'/6 93/,6 2'/2 - 12 10d Common 6 10d Common 1415 1630 1770 1135 THF15112-2 16 31/e 1013116 2'/2 - 14 10d Common 6 10d Common 1650 1900 2065 1135 THF15140-2 12 31/6 123/4 2'/2 18 10d Common 6 10d Common 2395 2755 2995 1275 THF16925-2 16 33/6 91/16 21/2 - 12 10d Common 6 10d Common 1415 1630 1770 1135 THF16112-2 16 3% 103/4 21/2 - 14 10d Common 6 10d Common 1650 1900 2065 1135 THF16140-2 12 33/8 125/6 21/2 - 18 10d Common 6 10d Common 2395 2755 2995 1275 THF17157 18 113/16 15314 3'/2 - 24 10d Common 2 10dx1'/2 2785 3200 3480 255 THF20157 18 2'/6 153/4 3315 24 10d Common 2 10dx1'/2 2785 3200 3480 255 THF17157-2 12 35/8 153/4 2'/2 - 22 10d Common 6 10d Common 2925 3365 3660 1275 THF20925-2 16 43/16 81'/,6 2'/2 - 12 10d Common 6 10d Common 1415 1630 1770 1135 THF20112-2 16 43/16 11 21/2 - 16 10d Common 6 10d Common 1890 2170 2360 1135 THF20140-2 16 43/16 13% 21/2 - 20 10d Common 6 10d Common 2360 2715 2950 1135 THF23925 18 25/16 93/16 21/2 12 10d Common 2 10dx1'/2 1390 1600 1740 160 THF23100 18 25/16 93/16 2'/2 - 12 10d Common 2 10dx1'/2 1390 1600 1740 330 THF23118 18 25/16 113/1a 2'/2 - 14 10d Common 2 10dx1'/2 1625 1870 2030 330 THF23140 16 25/,6 13'/2 2'/2 - 18 10d Common 2 10dx1'/2 2125 2445 2655 330 THF23160 16 25/,s 156/,6 2'/2 - 22 10d Common 2 10dx11/2 2595 2905 2905 330 THF23180 16 2566 171/e 2'/2 - 24 10d Common 8 10dx11/2 2830 3255 3540 1235 THF23925-2 16 43/4 83/6 21/2 - 12 10d Common 6 10d Common 1415 1630 1770 1135 THF23100-2 16 43/4 10 21/2 - 14 10d Common 6 10d Common 1650 1900 2065 1135 THF23112-2 16 43/4 10"/16 2'/2 - 16 10d Common 6 10d Common 1890 2170 2360 1135 THF23118-2 16 43/4 10"/,6 2% - 16 10d Common 6 10d Common 1890 2170 2360 1135 THF23140-2 12 43/4 135/16 2'/2 - 20 10d Common 6 10d Common 2660 3060 3325 1275 THF23160-2 12 43/4 1515/18 21/2 - 24 10d Common 6 10d Common 3190 3670 3790 1275 THF25925 18 2'/2 9'/6 21/2 - 12 10d Common 2 10dx1'/2 1390 1600 1740 160 THF25112 18 2'/2 11'/6 2112 - 14 10d Common 2 10dx1'12 1625 1870 2030 330 THF25120 18 2% 11'/6 2'/2 - 14 10d Common 2 10dx1'/2 1625 1870 2030 330 THF25130 16 21/2 121/4 2'/2 - 18 10d Common 2 10dx1'/2 2125 2445 2655 330 THF25140 16 21/2 137/16 2'/2 - 18 10d Common 2 10dx1112 2125 2445 2655 330 THF25160 16 21/2 151/2 2'/z - 22 10d Common 2 10dx11/2 2595 2905 2905 330 THF25925 2 16 5'/6 83116 2'/2 12 10d Common 6 10d Common 1415 1630 1770 1135 ESR-3445 I Most Widely Accepted and Trusted Page 16 of 20 TABLE 10-THF FACE MOUNT HANGER ALLOWABLE LOADS''2,3,4 (Continued) STOCK NO. STEEL GAGE DIMENSIONS ) (in. FASTENER SCHEDULES ALLOWABLE LOADS (Ibs) Nail Header Joist Download Uplift W I H D ConL CltY Type City Type Co = 1.0 CD Cp=1.25 CID =1.60 THF25112-2 16 51/e 101/,6 21/2 - 16 10d Common 6 10d Common 1890 2170 2360 1135 THF25140-2 12 5'/e 131/B 2'/2 - 20 10d Common 6 10d Common 2660 3060 3325 1275 THF25160-2 12 51/B 153/4 21/2 - 24 10d Common 6 10d Common 3190 3670 3790 1235 THF26925 18 2S/e 91/16 21/2 - 12 10d Common 2 10dx11/2 1390 1600 1740 160 THF26112 18 2% 111/,e 21/2 - 14 10d Common 2 10dx11/2 1625 1870 2030 330 THF26140 16 2% 13% 21/2 - 16 10d Common 2 10dx11/2 2125 2445 2655 330 THF26160 16 2% 157/16 2'/2 - 22 10d Common 2 10dx11/2 2595 2905 2905 330 THF35925 18 31/2 85/S 2'/2 - 12 10d Common 2 10dx11/2 1390 1600 1740 •412" • THF35112 18 3'/2 105/e 2'/2 - 16 tOd Common 2 10dx1'/2 1855 2135 • 023i0 • •• 225•• THF35140 16 3'/2 12'5/1e 21/2 20 10d Common 2 10dx11/2 2360 2715 • 1• *VP • • •215 THF35157 16 31/2 15 2'/2 - 22 10d Common 2 10dx11/2 2595 2985 • • •h15 2Z5 THF35165 16 3'/2 169/,e 2'/2 - 24 10d Common 8 10dx11/2 2830 3255 • • • 15RO • • 41P; • • For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.895 kPa. 066690 6969 'Allowable loads have been adjusted for load duration factors, CD, as shown, in accordance with the NDS. The allowable Io&A de Rot apply tol•Zo of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and ips"jitogs requirementis. 2See Section 3.14.3 for required fastener dimensions and mechanical properties. • • • "Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must aso have a minil%m rdPe� nce compression perpendicular to grain design value, F,,rp, of 625 psi (4.31 MPa). • • • 4For minimum nailing configuration, all round nail holes must be filled with nails. For maximum nailing configuration, all roune%V• • diamond holes must be filled with nails. • •• • SReinforce supported and supporting 1-joists as required per manufacturer's instructions. • • • • • • J" s s TYt9CAL 1HF INSTALLATION TWPP FIGURE 10—THF FACE MOUNT HANGER V 1 TYMCAL. THE DOUBLE I-JOISTTO HEADER INSTALLATION ESR-3445 I Most Widely Accepted and Trusted Page 17 of 26 TABLE 11—THFI FACE MOUNT HANGER ALLOWABLE LOADS'.2,3,4 STOCK NO. STEEL GAGE HANGER DIMENSIONS in. MIN/ MAX FASTENING SCHEDULE ALLOWABLE LOADS (Ibs) ` W H D Header Joist5 Download Uplift Qy Type Oty Type 9 0 1.15 CD = 1.26 IDS THF11795 18 17/e 91/z 2 8 10d Common 960 1095 1180 120 THF117118 18 17/8 117/e 2 10 10d Common 1200 1210 1210 120 THF11714 18 17/e 14 2 Min 12 10d Common 1440 1640 1770 120 THF11714 18 17/8 14 2 Max 14 10d Common 1680 1915 2065 120 THF11716 18 17/e 16 2 Min 14 10d Common 1680 1915 2065 120 THF11716 18 17/e 16 2 Max 16 10d Common 1920 2190 2190 120 THF12095 18 2'/a 91/2 2 8 10d Common 960 1095 1180 120 THF120118 18 2'/8 11'/8 2 10 10d Common 1200 1210 1210 120 THF12%A • 18 2'/e 14 2 Min 12 10d Common 1440 1640 1770 120 THF12014 • • • 18 2'/8 14 2 Max 14 10d Common 1680 1915 2065 120 THF12*169 • 18 2'/8 16 2 Min 14 10d Common 1680 1915 2065 120 THF12016 • •18 2'/e 16 2 Max 16 10d Common 1920 2190 2265 120 THF12392 of, • 18 2% 91/2 2 8 10d Common 960 1095 1180 120 THF123114- • • • • • • 18 23/e 117/e 2 10 10d Common 1200 1210 1210 120 THF1231J • • • • • • •18 2% 14 2 Min 12 10d Common 1440 1640 1770 120 THF12314 • • • • • • • •18 2% 14 2 Max 14 10d Common 1680 1915 2065 120 THF12316 • • • • • 918 23/8 16 2 Min 14 10d Common 1680 1915 2065 120 THF12316 • • 018 23/e 16 2 Max 16 10d Common 1920 2190 2265 120 THF125925 • • • *.18 2% 91/4 2 8 10d Common 960 1095 1180 120 THF12599' • • • • 18 2% 9'/2 2 8 10d Common 960 1095 1180 120 THF12511% • • 18 2% 117/, 2 10 10d Common 1200 1210 1210 120 THF12514 18 2% 14 2 Min 12 10d Common 1440 1640 1770 120 THF12514 18 25/8 14 2 Max 14 10d Common 1680 1915 2065 120 THF12516 18 25/8 16 2 Min 14 10d Common 1680 1915 2065 120 THF12516 18 25/e 16 2 Max 16 10d Common 1920 2190 2265 120 THF13595 18 3% 9% 2 10 10d Common 1200 1210 1210 120 THF135118 18 3% 117/e 2 12 10d Common 1440 1640 1770 120 THF13514 18 3% 14 2 Min 12 10d Common 1440 1640 1770 120 THF13514 18 3% 14 2 Max 14 10d Common 1680 1915 2065 120 THF13516 18 3% 16 2 Min 14 10d Common 1680 1915 2065 120 THF13516 18 3% 16 2 Max 16 1 0d Common 1920 2190 2265 120 For SI: 1 inch = 25.4 mm, 1 IV = 4.45 N, 1 psi = 6.895 kPa. 'Allowable loads have been adjusted for load duration factors, CD, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installations requirements. 2See Section 3.14.3 for required fastener dimensions and mechanical properties. 3Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also have a minimum reference compression perpendicular to grain design value, F... , of 625 psi (4.31 MPa). For minimum nailing configuration, all round nail holes must be filled with nails. For maximum nailing configuration, all round and diamond holes must be filled with nails. SJoists are held in hangers using seat cleats. SReinforce supporting 1-joist headers as required per manufacturer's instructions TYPICAL THFI INSTALLATION THFI FIGURE 11—THFI FACE MOUNT HANGER ESR-3445 ( Most Widely Accepted and Trusted Page 18 of 20 TABLE 12—LGU / MGU / HGU GIRDER HANGER ALLOWABLE LOADS DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS1'4 (Ibs) SMOCK NO. STEEL GAGE yy H H, D Header Joist Download Uplift Qty Type' Oty Type CD = 1.0 CD = 1.16 Co = 1.26 Co = 1.6 LGU325 10 3'/4 Specify 73/8 41/2 18 WS3 12 WS3 7135 7410 7410 4160 LGU363 10 35/8 Specify 73/8 41/2 18 WS3 12 WS3 7135 7410 7410 4160 LGU525 10 5'/4 Specify 73/8 4'/2 18 WS3 12 WS3 7135 7410 7410 4160 MGU363 10 35/8 Specify 85/8 41/2 24 WS3 16 WS3 9515 10940 11890 5100 MGU525 10 51/4 Specify 85/8 41/2 24 WS3 16 WS3 9515 10940 11890 5100 MGU550 10 5'/2 Specify 8% 41/2 24 WS3 16 WS3 9515 10940 11890 5100 MGU562 10 55/8 Specify 85/8 41/2 24 WS3 16 WS3 9515 10940 11890 5100 MGU700 10 7 Specify 85/8 4'/2 24 WS3 16 WS3 9515 10940 11890 5100 HGU363 7 3% Specify 10% 5'/4 38 WS3 24 WS3 14705 14990 14990 7375 HGU525 7 5'/4 Specify 10% 51/4 38 WS3 24 WS3 14705 14990 14990 ***7375 HGU550 7 5'/2 Specify 103/8 5'/4 38 WS3 24 WS3 14705 14990 00104990 • • •7375 HGU562 7 55/8 Specify 103/8 5'/4 38 WS3 24 WS3 14705 14 990—wl 4990 • • 9.7� 75 HGU700 7 7 Specify 103/8 5'/4 38 WS3 24 WS3 14705 14990 • 4990 • 71375 • HGU725 7 7'/4 Specify 103/e 5'/4 38 WS3 24 WS3 14705 14990 4990 7375 HGU900 7 9 Specify 10% 5'/4 38 WS3 24 WS3 14705 14990• a14990 • • • •7r375 • • •a•• For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.895 kPa. • • • • • • • • 'The minimum supported member heights, H, for the LGU, MGU, and HGU are 8", 9'/4", and 11", respectively. • • • • • • • • • • ••••• Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to oads of other• • durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and insotat�iS:equirements. • • 'The WS3 is a ''/V x 3" self -drilling screw described in ESR-2761 and are included with the hangers. • • • • • • • • w • 'Allowable loads shown are for installations in wood members complying with Section 3.14.2. Wood members must also hav%a minunum referefttternpression to rain design value, Fo- of 625 psi 4.31 MPa • • • • • • perpendicular 9 9 Pere, P �( ) •a•••• •• • of • • • • • s LGL1/h4GU/HG U TYPICAL LGU/MGU, HGU INSTALLATION FIGURE 12—LGU / MGU / HGU GIRDER HANGER ESR-3445 I Most Widely Accepted and Trusted Page 19 of 20 TABLE 13—THDHQ GIRDER TRUSS HANGER ALLOWABLE LOADSI,2,3 • • • • • "' For SI * 1 inch = 25.4 mm, ! Ibf = 4.45 N, 1 psi = 6.895 kPa. • •••••• o • • • • 'Allowable loads have been Oisted for load duration factors, CD, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other • • duratiorys:vg 611 not , w tobe adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installations requirements. • • • •2Wood screws (WS) used forSIRDHQ hangers are described in ESR-2761 and are included with the hangers. • • 'Allowabl% loads shown aje•f�r j"llations in wood members complying with Section 3.14.2. Wood members must also have a minimum reference compression • • • • wperpencricu�ar to grain design value, F,.p, of 625 psi (4.31 MPa). •••••• •••• •• •• •••••• • • • • DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (lbs) STOCK NO. STEEL GAGE W H D Header Joist Download Uplift Oty Type City Type CD=1.0 CD=1.16 Co=1.26 CD=1.6 THDHQ26-2 12 35/is 57/16 4 12 WS3 4 WS3 5015 5745 5745 2015 THDHQ26-3 12 415/16 5'/16 4 12 WS3 4 WS3 5015 5745 5745 2015 THDHQ26-4 12 69/16 57/16 4 12 WS45 4 WS6 5015 5745 5745 2600 THDHQ28-2 12 35/16 73/1e 4 20 WS3 8 WS3 8355 9610 10165 3645 THDHQ28-3 12 415/16 73/16 4 20 WS3 8 WS3 8355 9610 10165 3645 THDHQ28-4 12 69/16 73/1e 4 20 WS45 8 WS6 8355 9610 10165 4830 THDHQ210-2 12 35/16 93/16 4 28 WS3 8 WS3 10840 10880 10880 5345 THDHQ210-3 12 41566 93/16 4 28 WS3 8 WS3 10880 10880 10880 5345 THDHQ210-4 12 69/16 93/1e 4 28 WS45 8 WS6 10880 10880 10880 4440 THDH 4B• • 12 35/e 57/ie 4 12 WS3 8 WS3 5015 5745 5745 2015 THDHQ4 1 • 120 • 0 48 73/16 4 20 WS3 8 WS3 8355 9610 10165 3645 THDHC1494•• 12 3% 1 93/16 4 28 WS3 1 8 WS3 10880 10880 10880 5345 THDHO TYPICAL THDHO INSTALLATION FIGURE 13—THDHQ GIRDER TRUSS HANGER 'ESR-3445 ( Most Widely Accepted and Trusted Page 20 of 20 TABLE 14—STEEL TYPE, STRENGTH AND CORROSION RESISTANCE Product Steel Coating' CLPBF Butterfly Hanger ASTM A653, SS designation, Grade 40 G90 HD Face Mount Hanger ASTM A653, SS designation, Grade 40 G90 HUS Slant Nail Joist Hanger ASTM A653, SS designation, Grade 40 G90, G185 JL Standard Joist Hanger ASTM A653, SS designation, Grade 40 G90 JN Power Nail Hanger ASTM A653, SS designation, Grade 40 G90 JNE Power Nail Hanger ASTM A653, SS designation, Grade 40 G90 JUS Slant Nail Joist Hanger ASTM A653, SS designation, Grade 40 G90, G185 SUH Joist Hanger ASTM A653, SS designation, Grade 40 G90 THD Face Mount Hanger ASTM A653, SS designation, Grade 40 G90, G185 THDH Face Mount Hanger ASTM A653, SS designation, Grade 40 Qj%0,,q 185 THE Face Mount Hanger ASTM A653, SS designation, Grade 40 • • • • •Gad THFI Face Mount Hanger ASTM A653, SS designation, Grade 40 • • • • • • '0 LGU/MGU/HGU Girder Hanger ASTM A653, SS designation, Grade 40 • ••G96 THDHQ Girder Truss Hanger ASTM A653, SS designation, Grade 40 • • • • • G 0 'Corrosion protection is a zinc coating in accordance with ASTM A653. ••s••• •••••• •••• a • • •• •• •••• TABLE 15—CROSS-REFERENCE OF PRODUCT NAMES WITH APPLICABLE REPORT SECTIONS,"AII.1�'y5 AND FIGHRES PRODUCT NAME SECTION TABLE NO. • FIVM&'•KO. CLPBF Butterfly Hanger 3.1 1 • • • •1 • HD Face Mount Hanger 3.2 2 0029 HUS Slant Nail Joist Hanger 3.3 3 3 JL Standard Joist Hangers 3.4 4 4 JN Power Nail Hanger 3.5 5 5 JNE Power Nail Hanger 3.5 5 5 JUS Slant Nail Joist Hanger 3.6 6 6 SUH Joist Hanger 3.7 7 7 THD Face Mount Hanger 3.8 8 8 THDH Face Mount Hanger 3.9 9 9 THE Face Mount Hanger 3.10 10 10 THFI Face Mount Hanger 3.11 11 11 LGU/MGU/HGU Girder Hanger 3.12 12 12 THDHQ Girder Truss Hanger 1 3.13 13 13 •