Simpson Strong-Tie PBS44A Installationsanleitung

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18 19ABAB110d(0.148" x 3")If using an adhesive anchor, see page 24 for instructions.Si utiliza un anclaje adhesivo, consulte las instruccion

20 21ABU – Nails/ClavosABA16d(0.162" x 3¹⁄₂")1234If using an adhesive anchor, see page 24 for instructions.Si utiliza un anclaje adhesivo, c

22 23ABU – Machine Bolts/PernosABU – Machine Bolts/Pernos2453If using an adhesive anchor, see page 24 for instructions.Si utiliza un anclaje adhesivo,

24 25Fill 1/2 to 2/3Llene 1/2 a 2/3Adhesive AnchoringAnclaje Adhesivo231456Compressed air (80 psi min.),4 seconds (min.)Aire comprimido (80 psi mín.),

26 27BCS2-2/4BC316d(0.162" x 3¹⁄₂")12341 210d(0.148" x 3")4

28 29BPS-LBPSBC4016d(0.162" x 3¹⁄₂")213123

30 31CB – Machine Bolts/PernosCB – Machine Bolts/Pernos3123" Side cover (min.)Cubierta lateral de 3" (mín.)Bolt holes must be a minimum of 1

32 33CBSQCBQ3" min.3" min.Concrete MUST cureEl concreto DEBE curar34125Use 3⁄8"driverUse un destornillador de 3⁄8"Use 3⁄8"dri

34 35CCQCC – Machine Bolts/PernosUse 3⁄8"driverUse un destornillador de 3⁄8" 134Bolt holes must be a minimum of 1⁄32" and a maximum of

36 37(CMST requires minimum 2-2x studs)(CMST requiere puntalesde 2-2x como mínimo)Provide min. 15/8" enddistance for CS and CMSTDejar al menos 15

2 3Simpson Strong-TieQUESTIONS?¿PREGUNTAS?(800) 999-5099This guide is intended to provide a quick reference tool to aid in the correct installation of

38 39GBCDTC231Truss nails not driven flushLos clavos de la cercha no deberían asentarse contra el conectorInstall nail in center of slotInstale el cla

40 41H1 – Truss/VigaH1 – Rafter/CabrioH1 ReversedH1 Invertido8dx1¹⁄₂"(0.131" x 1¹⁄₂")RafterCabrio8dx1¹⁄₂"(0.131" x 1¹⁄₂"

42 43H2.5TH2.5A8d(0.131" x 2¹⁄₂")Installations in PairsBoth connectors shall be same model.Plan View/Vista de PlantaPlan View/Vista de Plant

44 45H10 – Blocking/EntramadoH10 – Rafter/Cabrio38dx1¹⁄₂"(0.131" x 1¹⁄₂")8dx1¹⁄₂"(0.131" x 1¹⁄₂")1122453

46 47HDA – Machine Bolts/Pernos ⁵⁄₈-1"HDA12345Machine bolts should be at least 1" longer than wood member thickness. Bolt holes must be a mi

48 49HDUHDQ82Use 3⁄8"driverUse un destornilladorde 3⁄8"Use 3⁄8"driverUse un destornillador de 3⁄8"SDS ¹⁄₄" x 3" (Include

50 51HETAHETA10dx1¹⁄₂"(0.131" x 1¹⁄₂")Quantity per DesignerCantidad segúnindicaciones del diseñadorConcrete MUST cureEl concreto DEBE c

52 53HPAHD22HPAHD221aNailed to block on formClavado al bloque en formaAttached with StrapMate® strap holderFijar con sujetador de abrazadera StrapMate

54 55HSS HSSSDS ¹⁄₄" x 1¹⁄₂"Use 3⁄8" driverUse undestornillador de 3⁄8" Bend flanges one time onlyDoble las alas una vez1234

56 57HTUHTT10d(0.148" x 3")10d(0.148" x 3")For double2x joistsHTT4HTT5HTT16HTT2210d x 1¹⁄₂"(0.148" x 1¹⁄₂")16d x 2¹

4 5Index/IndiceIndex/IndiceA35 ... 17AB ... 18-19ABA ... 20ABU ...

58 59HUS4HUS16d(0.162" x 3¹⁄₂")1325

60 61ITSITS10d(0.148" x 3")The Strong-Grip™ seat allows the I-joist to “snap” in securely – no joist nails needed.El asiento Strong-Grip™ pe

62 6390°ITTITT10d (0.148" x 3")On top and face by headerEncima y en la cara de la viga cabezal10dx1¹⁄₂"10d x 1¹⁄₂" (0.148"

64 65IUSIUSThe Strong-Grip™ seat allows the I-joist to “snap” in securely – no joist nails needed.El asiento Strong-Grip™ permite que la viga en ‘I’ “

66 6716d Sinker(0.148" x 3¹⁄₄")Titen® Masonry Screw/Tornillo para mampostería (¹⁄₄" x 2¹⁄₄")For installation in concrete use Titen

68 69LSSULS10d(0.148" x 3")10d(0.148" x 3")16d(0.162" x 3¹⁄₂")10d x 1¹⁄₂"(0.148" x 1¹⁄₂")16d or/ó 10d(See

70 71LTHJRLSTA10dx1¹⁄₂"(0.148" x 1¹⁄₂")2³⁄₈" Min. / Mínimo12310d (0.148" x 3")10d(0.148" x 3")1234510d10d10d1

72 73LUCZ2LTP4/LTP510dx1¹⁄₂"(0.148" x 1¹⁄₂")HeaderViga cabezalJoistViga16d(0.162" x 3¹⁄₂")8dx1¹⁄₂"(0.131" x 1¹⁄₂&qu

74 75LUSLUS16d for all others16d para los demás(0.162" x 3¹⁄₂")10d for single 2x10d para un solo 2x(0.148" x 3")123456

76 77Concrete MUST cureEl concreto DEBE curar3/4"MAB – Block/Bloque2431MA10dx1¹⁄₂"(0.148" x 1¹⁄₂")Stud installation similarSimilar

6 7Connectors: Types of Nail HolesConectores: Tipos de Agujeros de ClavoROUNDREDONDO• Purpose: To fasten a connector.• Fill Requirements: Always fi l

78 79MAB – Concrete/ConcretoMAB – Concrete/Concreto10dx1¹⁄₂" (0.148" x 1¹⁄₂")Concrete MUST cureEl concreto DEBE curar1245367

80 81Concrete MUST cureEl concreto DEBE curarMASA/MASMASA/MAS2-8d Duplex nails /Clavo duplexor/ó1-10d10dx1¹⁄₂"(0.148" x 1¹⁄₂")CONNECTOR

82 83MASA/MAS MASA/MASMASAP/MASPSimilar / SimilarBrick-Ledge InstallationInstalación Sobre Cornisa de LadrillosInside-the-Mudsill InstallationInstalac

84 85MST MST16d(0.162" x 3¹⁄₂")No sheathing / Sin relleno16d(0.162" x 3¹⁄₂")With sheathing / Con rellenoCLEARSPANNo nailsrequired

86 87PB PHDSDS ¹⁄₄" x 3"Nut should be fi nger tight plus¹⁄₃ to ¹⁄₂ turn with a hand wrench(do not use an impact wrench)La tuerca se debe ajus

88 89PSPN RBC16d(0.162" x 3¹⁄₂")10dx1¹⁄₂"(0.148" x 1¹⁄₂")3/4"Up toHasta24312431

90 91RSP4 SBInstall a minimum 45° from either edgeInstalar a mínimo 45° de cada cara8dx1¹⁄₂"(0.131" x 1¹⁄₂")Embedment line(top of concr

92 93SP SP410d(0.148" x 3")10dx1¹⁄₂"(0.148" x 1¹⁄₂")Installation on mudsill/bottom plate similarInstalación en solera/similar

94 95SSP SSTB110d(0.148" x 3")Instalación en solera/similar ala placa inferiorInstallation on mudsill/bottom plate similarAlternate with dou

96 97STC8d(0.131" x 2¹⁄₂")Truss nails not driven fl ushLos clavos de la cercha no deberían asentarse contra el conectorInstall nail in center

8 9DOME NAILINGU.S. Patent No.5,603,580CLAVADO CONCÚPULAPatente de EE.UU.No. 5,603,580• Purpose: To guide the nail into the joist and header at a 45

98 99SUR/L16d(0.162" x 3¹⁄₂")10dx1¹⁄₂"(0.148" x 1¹⁄₂")SUR/L2453116d16d10dx1½"10dx1½"

100 101THA THA23116d (0.162" x 3¹⁄₂")10dx1¹⁄₂" (0.148" x 1¹⁄₂")10d (0.148" x 3")Top-Mount Condition / Condición

102 103THJALeft hand hip installation similarSimilar a la instalación ‘izquierda’ de cumbreTHJU10dx1¹⁄₂" (0.148" x 1¹⁄₂")10d (0.148&q

104 105TSB10dx1¹⁄₂"(0.148" x 1¹⁄₂")TSB32112310dx1¹⁄₂"(0.148" x 1¹⁄₂")NO STEPNO PISAR

106 107Titen HD®Titen HD®1/2" min.2134Washer or bearing plate as required by building codeArandela o disco de presión según lo requiera el código

108 109TWB16d(0.162" x 3¹⁄₂")at plates/en las soleras8d(0.131" x 2¹⁄₂")at studs /en losmontantesCut ⁵⁄₈" kerfCorte un cortede

110 111VGT VGTUse 3⁄8" driverUse undestornillador de 3⁄8" If using an adhesive anchor, see page 24 for instructions.Si utiliza un anclaje ad

112 113VPA10d(0.148" x 3")VPASolid WoodMadera SólidaI-JoistVigueta10dx1¹⁄₂"(0.148" x 1¹⁄₂")Required PitchInclinación Requerid

114 115Notes/Notas Notes/Notas

116 117Notes/Notas Notes/Notas

10 11Fasteners/Clavos(0.162")16dx2¹⁄₂"3x Woodnailers.NOT fordouble shear nailing unless approved by Designer.16dx2¹⁄₂"Para maderade 3&q

118 119Notes/Notas Notes/Notas

12 13Fasteners/ClavosFraming nail-gun nails can only be used if:1. Correct diameter and length2. Correct quantity is installed3. Driven with a hole

14 15General Connector InstallationInstalación de Conectores en GeneralTOP FLANGE HANGERS / SOPORTES CON ALA SUPERIORHanger over-spreadSoporte demasia

16 17General Connector InstallationInstalación de Conectores en GeneralITS/IUS HANGERS / SOPORTES DE ITS/IUSA35DOUBLE SHEAR NAILINGCLAVADO DE DOBLE PE