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�"�r�ps&�nes . � <br /> . <br /> � � ! <br /> �� <br /> , <br /> , ; e <br /> I � �=.4 <br /> 0 ogoYo <br /> • 1� q <br /> 0 0 �`' Plate nai for <br /> e �.� laterall ds <br /> : onl <br /> stud to sill ~H 0 I tallalia� W�. y <br /> � a i t en t o di o u b l e � H8 attaching � H o i s t t d o u 6 l e � <br /> to p plates (4-8d into p/ate, t o p p i a t e s � � H10S Installation <br /> 5-8d into stud) � <br /> � AVOID A <br /> }��. <br /> �� MISINSTALLATION <br /> 0 0 � e o Bd CO ONS TO <br /> � �� o e'���'p�q �,FIIL ONE OF <br /> R <br /> ���;; T E HOLES TO Ht4 a <br /> ' i Plat¢nailS fOf � OM FLANGE. •� <br /> �. '�p.� oaniyai ioads �;N � o�dou stallat' a .e <br /> N� • '�—. ,,. � top plates o . <br /> � H10S Installation � H10-2 Installation <br /> �� � <br /> with siud oftset � (H1 iZsimilarJ � H14 !` � <br /> H10 optional positive angle nailing connects shear blocking to rafter. Installatfon �a•a•• eacornMONsroH�,oen. Do not make your own <br /> Use 8d common nails.Slot allows maximum field-bending up to to double FILLALLTHflEE holes or overdrive nails! <br /> TRIAN6LE HOLES <br /> a pitch of 6/12,use 75%of the table uplift load;bend one time only. 2x header TOSTRAIGHTFNED <br /> � BOTfOM FLANGE. <br /> Considerations for Hurricane Tie Selection Hurricane Tie Installations to <br /> 1. What is the uplift load? Achieve Twice the Load (Top View) <br /> 2. What is the parallel-to-plate Ioad1 <br /> 3. What is the perpendicular-to-plate load? waL� <br /> 4. What is the species of wood used for the rafter and the top plates? �PLL �PLL TOP <br /> (Se/ect the load table based on the lowesf perlorming species of wood.J p�qTE PLATE P�TE <br /> 5. Will the hurricane tie be nailed into both top plates or the upper <br /> top plate only? <br /> 6. What load or loads will the hurricane tie be taking7 <br /> ' Allowable simultaneous loads in more than one direction on a single <br /> connector must be evaluated as follows: <br /> Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/ • <br /> Allow2ble Lateral Parallel to Plate+Design Lateral Perpendicular Install diagonally across Products can be on the Nailing into both sides of <br /> to Plate/Allowable Lateral Perpendicular to Plate<1.0. from each other for same side of the wail a single ply 2x truss may � <br /> minimum 2x truss. provided they are cause the wood to split. � <br /> configured as shown. y <br /> : 7. Select hurricane tie based on performance,application,installed cost <br /> and ease of installation. Q0 <br /> � <br /> f�_A• <br /> � <br /> � <br /> The VB provides lateral resistance force at the bottom of beams 2'h'� <br /> when installed approximately 45°or more to the verticai plane. MiN. <br /> MATERIAL:12 gauge FINISH:Galvanized HANGER <br /> INSTALLATION:•Use specified fasteners.See General Notes. NOTSHowro <br /> •16-N54A fasteners are included with the brace. •��' <br /> CODES:See page 12 for Code Listing Key Chart. �r <br /> i SIX N54A �# <br /> ; _----_ _ _– ___ . _ __ .. <br /> ; NAiLS <br /> �lodel H � Fasteners Allowable Tension Loads' Code <br /> Np. (Beam Depth) (Total) Floor(100) Roof(125) RB�. ONE N54A <br /> V85 10'-15" 5' i6-N54A 990 1240 IN EACH TAB <br /> � <br /> V87 15'-22'fz' 7' 16-N54A 990 1240 ��, TWO N54A <br /> V68 2214'-281�' 8' i6-N54A 990 1240 3'39'88' � ACCOMMODATES IN SEAT <br /> 121 BEAM WIDTHS OF <br /> VB10 28'fl'-36' 10' 16-N54A 990 1240 ' 3��^TO ioy.° <br /> VB12 36'-42" 12' i6-N54A 990 1240 <br /> 1.Roof loads have been increased 25%with no further i�crease allowed. TypiCal VB Insiallation <br /> 169 <br /> �>•: *+�,�-,. <br />