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G E N E R A L N O T E S
<br />A. PURPOSE
<br />The intent of this standard plan is to promote public safety and
<br />welfare by reducing the risk of earthquake Induced damage In
<br />existing wood frame residential buDdlngs. The requirements
<br />represented here ore minimum prescriptive standards which do not
<br />meet the requirements for new buildings. These standards ore
<br />intended to improve the seismic performance of these existing
<br />buildings but will no t necessarlly prevent their damage In cm
<br />earthquake. Their primary purpose is to reduce the likelihood that
<br />these bulldlngs wlll fall off their foundations. (per Oiopter 92 of
<br />the Los Angeles BuHdlng Code)
<br />8. SCOPE
<br />These standards apply to one, two and three story resldentlol
<br />buildings with raised wood floors If they meet the following criteria:
<br />1) cripple wall heights do not exceed 48 Inches In one or two
<br />story buildings and do not exceed 14 inch stud height in three
<br />story buildings
<br />2) the building ls supported at Its perimeter by a continuous
<br />concrete footing and stem well
<br />3 ) all o f the floors in each story ore at the same elevation.
<br />4) the ma,clmum number of dwelling units and/or guest rooms Is
<br />four.
<br />5) the cripple walls ore sheathed with materials other than wood
<br />structural panels or diagonal sheathing.
<br />6) no portion of the building is constructed over o elope steeper
<br />than 3 horizontal to 1 vertical.
<br />C. GENERAL REQUIREMENTS
<br />PERMIT REQUIREMENTS: All work shown on these plans requires a
<br />building permit.
<br />PRE-INSPECTION REQUIREMENTS: None
<br />INSPECTION REQUIREMENlS: All footing excavations and placement
<br />of reinforcing steel and anchor bolts In formwork shall be
<br />Inspected prior to pouring of concrete for replacement footings
<br />and stem walls.
<br />All cripple wall bracing, blocking, connectors and anchors In existing
<br />concrete shall be inspected after the work ls completed but before
<br />the screens for the ventllotlon holes at the sill plate anchors are
<br />completely fastened.
<br />DEPUTY INSPECTION: None
<br />STRUCTURAL OBSERVATION: None
<br />D. DEFINITIONS
<br />ADHESIVE ANCHOR is a fastener placed in hardened concrete that
<br />derives Its holding strength from a chemical 0dhesive compound
<br />placed between the wall o f the hole and the embedded portion of
<br />the anchor. Chemlcal adhesive compounds are organic compounds.
<br />comprised of resin and hardener, that form adhesives when
<br />blended together. Examples of chemical adhesive compounds can
<br />Include epoxies, pol)Urethcmes. polyesters, meth)'t methoa-)'tates
<br />and vinylesters.
<br />ANCHOR SIPE PLAT£ Is a metal plate or plates used to connect the
<br />sill plate or floor framing to the side of a concrete stem wall when
<br />conditions prevent anchor or bait installation vertically through
<br />the am plate.
<br />APPROVAL Is current product acceptance under a City of Los
<br />Angeles Research Report for all of the conditions of the
<br />Intended use except continuous inspection of anchors.
<br />BOLT RING i s a metal or plastic piece of pipe placed around a
<br />bolt In a wood sll plate to fill In the annular space created
<br />by on oversized drilled hole.
<br />EMBEDMENT DEPTH Is the depth of the anchor Into the concrete
<br />prior to setting of the anchor
<br />EXPANSION ANCHOR Is a mechanical fastener placed ln hardened
<br />cona-ete designed to expcind In a self-drilled or pre-drilled
<br />hole of a specified size and engage the sides of the hole in one
<br />or more locations to develop shear cind/or tension resistance to
<br />applied loads without grout. cidheslve o r dr~ack.
<br />INSTAI I ATION IDROUE Is the minimum moment applied to a
<br />torque-set anchor that creates the degree of anchorage required
<br />for full load values.
<br />M INIMUM CONCRElE EDGE DISTANCE Is the measure between the free
<br />edge of the concrete and the centerline of the bolt at which the
<br />concrete will no t break away when th e anchor is set or loaded in
<br />service. Minimum edge distances for anchors are given In th e
<br />product approval.
<br />SNUG TIGHT Is the condition when the full surface of the plate
<br />washer Is in contact with the wood member and begins to slightly
<br />Indent the wood surface.
<br />TORQUE-SET ANCHOR Is an expansion anchor whose wedge or sleeve
<br />engages the concrete base material In the drilled hole by the
<br />oppllcotlon of torque and where the amount of torque applied
<br />controls the degree of anchorage.
<br />E. MATERIALS
<br />ADHESIVE ANCHOR ROD M ATERIALS: All adhesive anchors shall use
<br />all-thread rod mcr,ufacfured from ASTM A193, grade B7, ASTM A36,
<br />or as specified In approved research report.
<br />All thread rods shall be free of oil, scale and rust. The use of
<br />smooth or partially threaded rods or bolts is prohibited.
<br />ADHESIVE PACKAGING: The packaging for each adhesive shall be
<br />marked with the manufacturer's name and address, lot number or
<br />date of packaging, shelf life or expiration date, name of the quality
<br />control agency, and instructions for installation. No adhesive shall be
<br />used ofter lta expiration dote.
<br />ANCHORS; All adhesive or expansion anchors shall hove a minimum
<br />normal lood capacity of 635 lbs for 1 /2 Inch bolts and 980 lbs. for
<br />5 /8 inch bolts In 2000 psi concrete at the Installed edge distance
<br />and depth of embedment. All proprietary 0nchors shall hove current
<br />City of Los Angeles Research Report approval. Comply with all
<br />conditions of LARR for approval.
<br />ANCHOR SIDE PLATE: All anchor side plates shall be of minimum 7
<br />gauge steel (3/16 inch) unless otherwise approved (i.e. 12 gouge in
<br />a Research Report) and galvanized when exposed to weather. The
<br />minimum seismic adj.Jsted load capacity for shear in the direction of
<br />the slll plate must meet or exceed a capacity of 1275 lbs. when
<br />substituted for 5 /8 Inch bolts and 840 lbs when substituted for 1 /2
<br />Inch bolts. other products with lower approved capacities may be
<br />used If their required spacing ls reduced proportionately by the ratio
<br />of their strength to the strength requirement above. (I.e. [ 400 lbs
<br />/840 lbs] x 72 In. o.c. = use 34 In o.c. Instead of 72 In o.c. for
<br />one story on anchor side plate with allowable value of 400 lbs
<br />Instead of 840 lbs or greater). Anchor side plates shall be attached
<br />to the concrete stem wall with a minimum of 2 - 1 /2 Inch
<br />approved anchors. The number of expansion or adhesive anchors
<br />used must hove a total shear capacity in concrete aqua or greater
<br />to the value for the foundation anchor requirement above.I
<br />BOLT RINGS: B olt rings shall be of schedule 40 galVC1nlzed Iron
<br />or PVC pipe
<br />CONCRE'IE: All new cona-ete for replacement footings shall be of
<br />2500 psi minimum compressive strength. No epeclol inspection is
<br />required.
<br />FASTENERS IN PRESERVAllVE TREATED WOOD: Fasteners In
<br />preservative-treated wood shall be of hot dipped zinc-c0C1ted
<br />galvanized steel, stainless steel.silicone bronze, or copper. The
<br />zinc coating weights shall be In accordance with ASlM A 153
<br />FRAMING ANCHORS: All framin.s, anchors shall be of minimum 18
<br />gouge galVC1nized steal, of 4 - ~ Inch length and approved under a
<br />City of Los Angeles Research Report for wood frame construction.
<br />The seismic load capacity in the long direction must meet or
<br />exceed 450 lbs in dry lumber. The fasteners must be 1 2- 8d
<br />common x t i inch nails unless otherwise approved. f/6 x 1.5 inch
<br />flat head wood screws may be used at existing rlm joist,
<br />blocking or top plate connections.
<br />WM BER: All new lumber installed for blocking shall be o minimum
<br />of nominal two Inch Douglas Fir-Larch f 2 or better as graded
<br />under Western Wood Products Grading Rules. All lumber in contact
<br />with concrete shall be pressure treated douglas fir-larch for
<br />new stem walls and for sill plate replacements over 10X of the
<br />wall length. Replacement of sill plote less than 1 0 " of the wall
<br />length may use the some lumber species as the existing material.
<br />All existing lumber shall be free of defects Including dryrot,
<br />mildew, excessive wane, warping and insect infestation or
<br />damage. Damaged lumber must be replaced and the source of water
<br />or insect Intrusion removed.
<br />PLATE WASHERS: Square plate washers are required. Use 3/16 x 2
<br />x 2 for 1 /2 Inch anchors and 1/4"x 2.5"x2.5"for 5 /8 Inch anchors.
<br />Standard circular cut washers shall not be used to connect alll
<br />plates to concrete stem walls. Washers furnished with the
<br />proprietary anchors shall not be ued. Beveled washers shall be
<br />used on anchors drilled at an angle exceeding 6 degrees from
<br />vertical and shall be placed over the plate washers.
<br />REINFORCING BAR: ASTM A615 Grade 40 or 60
<br />SHEATHING; All wood structuol panel sheathing shall be graded
<br />ond conform to the requirmnerits for their t~ e in DOC PS 1 -95
<br />or DOC PS 2 -92. All wood structural panel sheathing used for
<br />wall bracing shall be 15/32 inch APA roted sheathing, Exposure 1 with
<br />a span rating of 32/16. Plywood shall be minimum 5 ply construction.
<br />SHEATHING FASlENERS: Nalls shall be 8d common (.131 Inch x2-1/2
<br />Inch) with full heads (.281 Inch) on Interior or covered
<br />sheathing. # 6 x 1-1 /2 Inch wood a crews may be substituted on
<br />Interior sheathing when plaster exists on the exterior side of
<br />the cripple wall. See requirements for fasteners In preservative
<br />treated wood.
<br />F. REPLACEMENT OF EXISTING FOOTINGS &
<br />STEM WALLS
<br />1. Deteriorated, cracked or unrelnforded masonry footings may be
<br />replaced as shown on this pion provided proper shoring ls provided.
<br />The method of shoring and sequence of Its construction
<br />shall be the responslblllty of the person performing the work
<br />and shall not weaken the structure so as to be a threat to the
<br />safety of its occupants or passers n8Clrby.
<br />2. When existing footings and stem walls are replaced in
<br />sections, the pen,on performing the work shall toke care to
<br />Insure that all reinforcing steel shall be lapped a minimum of 24
<br />inches and shall be dowelled into the exlsitng concrete with
<br />adhesive or dr~ack a minimum of 8 Inches.
<br />3. The repair of damaged footings or stem walls or the continued
<br />use of archaic building materials such as unreinforced masonry,
<br />requires that plans and calculations be prepared by a licensed
<br />architect or engineer.
<br />G. ANCHOR BOLT INSTALLATION
<br />1. GENERAL REQUIREMENTS
<br />A) CONDITION OF EXISTING CONCRETE: All concrete shall be fully
<br />cured and hardened, uncracked and in sound condition. Concrete
<br />with excessive cracking, deterioration or damage shall be
<br />replaced.
<br />B) DRIWNG OF THE HOLE IN CONCRETE: The drilled hole diameter
<br />and minimums for spacing, depth of hole and edge distance must
<br />comply with the Research Report approval and manufacturer's
<br />recommendations. All holes shall be drllled with carbide-tipped
<br />drlll bits conforming to ANSI Speclflcotlon B212.15-1994
<br />tole<onceo. (1/2 · 0.520-0.530. 5 /8 · 0.650-0.660 Inch) Worn
<br />drill bits with reduced diameters below the ANSI tolerance
<br />limits shall not be used. All holes shall be driven as
<br />perpendicular as possible to the concrete surface. Right angle
<br />drill motors shall be used as needed to provide the proper hole
<br />orientation.
<br />C) DRIWNG OE TI-IE HOLE IN WOOD; Drilled holes through existing
<br />sill plates shall normally be located In the middle third of the
<br />plate width. The minio,um edge distonce for the bolt from the
<br />wood edge shall be 11.l b olt diameters. Anchors or bolts shall be
<br />placed within 12 Inches but not less than 9 Inches from both
<br />ends of all sll plate members.
<br />Pl CHOICE OF USE O f ADHESIVE OR EXPANSION ANCHORS:
<br />Only products approved by the Department (refer to the attachment
<br />for the list of approved products and materials of construction)
<br />may be used for the retrofit of crlpplewoll wortcs.
<br />Both types of anchors may be used Interchangeably ln concrete
<br />of average or better quality. Cona-ete of weaker quality may
<br />be Indicated by spalllng during drDllng o r setting of e,cpanslon
<br />anchors or failure of anchors to reach the minimum torque required.
<br />Concrete of weaker quality must use adhesive anchors.
<br />This requirement does not waive the need to replace existing concrete
<br />foundations when damaged, deterionJted, or of unsuitable quallty.
<br />2. REQUIREMENTS FOR ADHESIVE ANCHORS
<br />A) CLEANING OF THE HOLE: The hole must be cleaned with a jet of
<br />compressed air and a nyloo brush. Wire brushes shall not be used
<br />to clean the hole. No debris or dust shall remain In the hole.
<br />B~ PLACEMENT OF THE ADHESIVE: The resin, filler and hardener
<br />s ail be thoroughly mixed before placement in the hole unless
<br />approved to be m hced in the hole. Compounds dispensed through a
<br />static mixing nozzle must be of uniform color. Ensure uniform
<br />color by eKtrudlng a small amount of adhesive untn color
<br />by mcinuol or pnuemotlc means from the bottom of the hole upward
<br />uniformity Is achieved. Adhesive added to the hole shall be applled
<br />at a slow enough rate to prevent the formation of air voids. The
<br />amount of adhesive shall be sufficient to completely flll the
<br />threads and annular space about the threaded rod In both the
<br />concrete and any existing wood sill plate. Adhesives must be
<br />installed within the manufacturer's recommended temperature
<br />range for the air and concrete.
<br />C) PLACEMENT OF THE THREADED ROD: The all thread rod, completely
<br />free of rust, scale or oil, shall be Installed to the full depth
<br />of the hole. The rod shall be turned counter-clock.wise
<br />sufficiently during installation for the adhesive to engage the
<br />threads. The length of the rod shall extend a minimum of one rod
<br />diameter above the nut ofter tlghterilng.
<br />D) ADHESIVE SETTING TIME: No torquing of the anchors shall occur
<br />until the adhesive hos cured for the recommended time based on
<br />the temperature as shown In the manufacturer's Instructions.
<br />Care must be used to insure that the anchor bond is not
<br />disturbed until the adhesive hos sufficiently cured.
<br />E} TORQUE REQUIREMENTS: A m inimum torque setting of 30 ft lbs.
<br />for 1 /2 Inch mchors and 40 ft lbs. for 5 /8 anchors la required for
<br />all adhesive anchors for the snug tight condition unless this
<br />value exceeds the maximum torque allowed by the opprovol. In those
<br />cases, the torque shall be set to Its maximum allowable value.
<br />3. REQUIREMENTS FOR EXPANSION ANCHORS
<br />A) DRIWNG OF THE HOLE: Core must be used to insure that the
<br />drilled hole carefully matches the depth and diameter
<br />requirements for the expansion anchor t_)Pe. The depth of the
<br />hole cannot exceed 2/3 of the concrete thickness in th e
<br />direction of the drilled hole. This ls critical at the
<br />appllcotlon of anchor side plates to full height concrete stem
<br />walls.
<br />B) CLEANING OF l HE HOLE: Unless otherwise required by the
<br />manufacturer's recommendations, the drilled hale may be deepened
<br />to allow the concrete debris to remain In th e hole provided the
<br />hole does not exceed 2/3 of the concrete thickness In the
<br />direction of the drilled hole. The depth required for embedment
<br />must be free of debris. This rule does not apply to drop-In
<br />anchors that rely on the bottom of a clean drilled hole to set
<br />the expansion element
<br />C) USE OF THE BOLT RING: B olt rings shall be required to be
<br />Installed when the drDled hole ln the wood m ember exceeds the
<br />bolt diameter by more thm 1 /8 inch. The length of the bolt ring
<br />shall be approximately equal to the thickness of the sDI plate.
<br />Chemical compounds used In adhesive anchors may be substituted
<br />for bolt rings.
<br />P) TORQUE REQUIREMENTS; A minimum torque setting equal to the
<br />lnstollotlon torque or 30 ft lbs. for 1 /2 Inch anchors and 40 ft
<br />lbs. for 5 /8 anchors, whichever Is greater, Is required for all
<br />expansion anchors unless this value exceeds the maximum torque
<br />allowed by the approval. In those coses, the torque shall be set
<br />to Its maximum allowable value.
<br />H. ANCHOR SIDE PLATE INSTALLATION
<br />1. Anchor side plates may be substituted for vertlcally placed
<br />anchors or bolts only when conditions prevent anchor or bolt
<br />installation vertically through the am plate even with a right
<br />angle drill motor.This condition commonly occurs when
<br />there Is no cripple wall or one of greatly reduced height.
<br />2. A minimum of two anchor side plates must be Installed on each
<br />piece of sill plate 32 inches or longer. The nearest edge of the
<br />plate shall be Installed a minimum of 8 inches but not more than
<br />12 inches from the end of the sill plate.
<br />3. Installation of the anchor bolts In the existing concrete
<br />shall follow the information in Section F except as noted herein.
<br />Care shall be used to Insure the drilled hole depth does not
<br />exceed 2/3rds of the stem wall thickness when using expansion
<br />anchors. Cleaning of the hole may be required for these
<br />expansion anchors due to the limited stem wall thickness
<br />ovalloble ta overdrlll the hole.
<br />4. Lag screws used to attach anchor aide plates shall be
<br />Installed as follows:
<br />o) the lag sa-ew shall be located at the center of the plat,~
<br />thickness and shall penetrate the sill plate o minimum of 2.2 inches.
<br />b) lead holes shall be pre-drilled for the threaded portion of
<br />the screw. The pre-drill diameter for the lecid hole shall not
<br />exceed 7 0 " of the shank diameter and shall be drilled to the
<br />full depth of penetration of the lag screw. Use a 1 /4 Inch diameter
<br />drlll bit for 3 /8 Inch lag screws and 1 /8 Inch drlll bit for
<br />1 /4 Inch lag screws.
<br />c) clearance holes shall also be drilled for the solid portion
<br />of the shank. The clearance hole shall be equal In depth and
<br />diameter to the solid portion of the shank.
<br />d) the threoded portion of the lag screw shall be inserted in
<br />l ts lead hole by turning with a wrench ond not by driving with a
<br />hammer or other blunt object.
<br />e) soap or other lubricant shall be used on the lag screws or in
<br />the lead holes for ease of Installation and to prevent damage to
<br />the lag screw.
<br />5. Wood screws used to attach anchor side plates shall be installed
<br />as follows:
<br />a) wood screws shall be located at the center of the plate
<br />thickness and shall penetrate the sill plate a minimum of ~ inches.
<br />b) lead holes shall be pre-drilled for the threaded portion of
<br />the screw. the pre-drill diameter for the lead hole shall be about
<br />7 /8 th of the diameter of the screw at the root of the thread
<br />(mimimum solid diameter). Use 1 /8 inch for #14 screws.)
<br />c) clecirence holes shall also be drilled for solid/aortlon of
<br />the shank. The clearance hole shall be about 7 8ths of the
<br />diameter of the solid portion of the shank. Use a 3/16 Inch
<br />drill bit for # 14 sa-ews.
<br />d) the threaded portion of the wood sa-ew shall be Inserted In
<br />I ts lead hole by turning with a wrench and not by driving with
<br />a hammer or other blunt object.
<br />e) soap or other lubricant shall be used on the wood screws or
<br />In the lead holes for ease of lnstallatlon and to prevent
<br />damage to the wood screw.
<br />6. Shims may be used on sill plates for single plate anchors
<br />when the space exceed 3/16'" and Is less than 3/4'".
<br />Shim requirements greeter than 3 /4 Inch shall use two plate
<br />or curved plate connections unless otherwise approved.
<br />I. BRACING, FRAMING ANCHORS & VENTILATION
<br />1. Framing members or 2X4 blocklng shall be provided at the edge of
<br />all wood structural sheathing.
<br />2. Nans or screws shall be centered In the framing member or
<br />blocking e,ccept at adjoining panel edges where a minimum 1 /2
<br />inch edge distance shcill be maintained.
<br />3. Panel j oints shall normally occur on the centerline of studs
<br />but may occur on the joint of double studs when these studs ore
<br />nailed with 16d common 8 Inches on center.
<br />4. Panel j oints shall maintain o 1 /8 inch separation between
<br />panels for expansion.
<br />5. Panels may be oriented horizontally or vertically.
<br />6. Nons shall be driven flush but shall not fracture the
<br />surface of the sheathing. When a nail fractures the sheathing it
<br />shall be left In place and not counted as port of the required
<br />nailing. A new nan shall be driven flush to the surface within
<br />2 inches of the discounted nail.
<br />7. Framing anchors shall be Installed with their long dimension
<br />horizontal and with all of the nail holes filled with nails or
<br />approved wood screws. Drywall screws shall not be used.
<br />e. Existing ventllotlon must be maintained and not covered by
<br />the wall bracing. Where obstructions such as vent holes or
<br />mechanical utllltles cannot be avoided ln the panel width, the
<br />required panel width shall be increased by the length of the
<br />obstruction or a minimum of one stud spacing, whichever ls
<br />greeter up to, but not exceeding the full length of the
<br />cripple wall.
<br />I ---EX ISTIN G STUD WAU.
<br />NEW a?PPLE WALL CONSTRUCTION IS NOT
<br />PERMITIED WlniOUT AN DIGINEERED DESIGN.
<br />USE A FULL HEIGHT CONCRElE S'IEM WALL
<br />WITH A PRESSURE TREATED SILL PLATE
<br />IF VDU REMOVE lHE EXISTING CRPPLE WALL
<br />'b
<br />{
<br />Q
<br />/ f - - -EXISTING FLOOR CONS"TRUCTION
<br />EXISTING CRIPPLE WAU. -- - - - . .
<br />NEW 2X4 D .F. #2 BLOCKING \lt1lli - - -
<br />4-10d COMMON NAILS ONLY
<br />NAILS AT EACH BLOCK TO THE
<br />EXISTING SIU. PLATE
<br />1 /18 INCH M AXIMUM---.....
<br />OVERSIZED HOLE DRIU.ED
<br />IN SIU. PLATE
<br />NEW 4 \ INCH FRAMING ANCHORS SPACED
<br />ER TABLE \lt1lli 1 2- Bd INCH COMMON
<br />NAILS OR f6 FLAT HEAD WOOD SCREWS
<br />NEW FOUNDATION ANCHOR 801. TS AND
<br />PLATE WASHERS PER MA TERI AL NOTES
<br />,;--NIE\J 15/32 INCH STRUCTURAL
<br />PANEL SHEATHING
<br />SIU. P LATE----..l l - - LO C A T E BOLT IN
<br />CENTER OF PLATE
<br />"7"':J,....-114 REBAR CONTINUOUS
<br />EXISTING GROUND LEVEL
<br />1:1 '
<br />~
<br />I<
<br />15z
<br />©
<br />i!d ·
<br />0 : I l l ·, \.!) " ·
<br />o!!!.!...
<br />lL , , · , .a,. ;· .· ,, ~ , - ~
<br />~ i -~ · ' · :4 : ... · #4 REBAR CONTINUOUS O 48'" O.C.
<br />z§!c .r.'\ ~ ··· 4.' . ,··:.M IN, DIMS,
<br />:Ew 't7' :IE · · · · . I .
<br />A ■ ,. · . : ·: · · : ,. - - - - 3· MIN # OF W F D T
<br />'1 ,- - - - - '"= "= < - ,._ _ _ _ _ .,..,..c..,._ !--~~-::_~...cc...:...--J STORIES
<br />VERTICAL REINFORCEMENT
<br />1/4 0 4 8" o.c.
<br />j @ j t - - 1 - - 1 2 - - 6 - - 1 2 - - 6 - 1
<br />I' ,.
<br />2 15 7 18 B
<br />3 18 B 24 10
<br />1-1/16" TO 1 -1 /2" RADIUS ON SHEAllilNG
<br />EDGE, DO NOT SQUARE CUT
<br />· .. .
<br />··. ·"' -~ . ~-EX ISTIN G
<br />· · ' · ·· · FOUNDATION WAU.. . . ..
<br />i - - - INCREASE WAil. BRACING LENGlli A DISTANCE
<br />EQUAL TO LENGlli OF VENT /HOLES BUT NOT LESS
<br />l liAN ONE STUD SPACE
<br />FOUNDATION
<br />ANCHOR BOLT
<br />4 C R I P P LE W A LL B R A C I N G - O P E N I N G R E I N F O R C E M E N T
<br />NEW D.F. #2 LUMBER OR 1 \ INCH PLYWOOD
<br />BLOCKING TOE-NAIL TO JOISTS \lt1lli 2-Bd
<br />COMMON OR BOX NAILS AT EACH END OR
<br />END-NAIL \lt1lli 2 - 16d COMMON OR
<br />SINKER NAILS lliROUGH EACH JOIST
<br />EXISTING
<br />RIM JOIST
<br />OR NO
<br />JOIST
<br />BLOCKING
<br />NEW D.F. #2 WM BER BLOCKING
<br />\lt1lli 1 Od COM MON OR 16d SINKER
<br />NAILS AT 4 INCHES ON CENTER TO
<br />EXISTING FLOOR JOIST.
<br />BRACED PANEL
<br />, ..::a1...:..._R_EP_L_A_c_E_M_E_N_T_c_o_N_c_R_ET_E_F_o_o_T_1 _N_G_A_N_D_s_TE_M _ _w _ A _ L _ L _ ~ EXISTING -- 1
<br />c - CRIPPLE
<br />EXISTING
<br />C RIPPLE-+~
<br />WAU.
<br />..J------r
<br />NEW 4 \ INCH FRAMING ANCHORS
<br />SPACED PER TABLE \lt1lli
<br />1 2- 8d X 1~ INCH COMMON NAILS
<br />OR f6 X 1 \ FLAT HEAD
<br />EXISTING 2 l f - - - - - - . . .
<br />SOLE PLATE
<br />EXISTING 2X - - - - . .
<br />RIM JOIST
<br />,, , - - EXISTING STUD WAU.
<br />EXISTING FLOORING OVER SIJBFLOOR
<br />1 ·
<br />NEW 2X6 D .F. #2 BLOCKING :-----✓ )=t:j~=~MINIMUM
<br />W illi 6-10d COMIION OR 16d
<br />SINKER NAILS PER 16 INCHES
<br />l --'\,--N E \J 15/32 INCH STRUCT~AL PANEL SHEATHING
<br />EXISTING ::i:-----------JCRIPPLE WAU. ---t-1 '. Bd COMMON NAILS AT 4 INCHES O.C.
<br />AT SHEATHING EDGES
<br />*NEW 2X4 D.F. #2 BLOCKING \lt1lli
<br />4-1 Od COMMON NAILS ONLY
<br />NAILS AT EACH BLOCK TO l liE
<br />EXISTING SIU. PLATE
<br />EXISTING GROUND LEVEL----...
<br />M AINTAIN l liE M INIMUM CONCRETE EDGE -- - '
<br />DISTANCE REQUIRED BY lliE APPROVAL
<br />Bd COMMON NAILS AT 12 INCHES ON CENTER AT
<br />STUDS \lt1lli A M INIMUM OF 2 FASTENERS PER STUD
<br />M IN. EMBEDMENT REQUIRED
<br />BY lliE APPROVAL1- - - -
<br />(·) TYP O D ETAILS@ .@ & @
<br />2o. C R I P P LE W A LL S E C T I O N - P A R A L L E L J O I S T S
<br />EXISTING 2 l f- - - - - . . . . _
<br />SOLE PLATE
<br />EXISTING 2X - - - - . .
<br />RIM JOIST
<br />NEW 2X4 D .F. #2 BLOCKING
<br />BE"TWEEN STUDS \lt1lli 4-10d
<br />COMMON OR 16d SINKER NAILS -- - - 1 ' "
<br />, , - - EXISTING STUD WAL!.
<br />EXISTING FLOORING OVER SIJBFLOOR
<br />NEW 4 \ INCH FRAMING ANCHORS SPACED
<br />PER TABLE W illi 1 2- 8d X 1 , INCH COMMON
<br />NAILS OR f6 X 1 \ FLAT HEAD WOOD SCREWS
<br />NEW 1 5/32 INCH S"TRUCTURAL PANEL -- t- = ~ = 1 - - k
<br />SHEAllilNG Bd COMMON NAILS AT 4 INCHES
<br />NEW 2X4 D .F. #2 BLOCKING NAILED
<br />TO l liE EXISTING SIU. PLATE \lt1lli - ,
<br />4-10d COMMON NAILS ONLY AT
<br />EACH BLOCK
<br />LOCATE SIU. PLATE ANCHOR
<br />IN M IDDLE OF PLATE \lt1Dlli
<br />EXISTING GROUND l.E1/EL
<br />·
<br />O.C. AT SHEAllilNG EDGES
<br />d COMMON NAILS AT 12 INCHES ON CENTER AT
<br />STUDS \lt1lli A M INIMUM OF 2 FASTENERS PER STUD
<br />M IN. EMBEDMENT REQUIRED
<br />BY lliE APPROVAL .. · ~ - - -
<br />2b C R I P P LE W A LL S E C T I O N - P A R A L L E L J O I S T S
<br />EXISTING 2 , . _ - - . . . . . . _
<br />SOLE PLATE
<br />EXISTING 2X RIM ----...
<br />JOIST OR BLOCKING
<br />SEE DETAIL 5 FOR ADDING
<br />BLOCKING WHEN M ISSING
<br />NEW 1 5/32 INCH S"TRUCTURAL PANEL -,-= = !-l
<br />SHEAllilNG
<br />NEW 2X4 D .F. #2 BLOCKING NAILED
<br />TO THE EXISTING Sill. PLATE WITH ----...
<br />4-10d COM MON NAILS ONLY AT
<br />EACH BLOCK
<br />EXISTING GROUND LE V E L- ,
<br />M AINTAIN l liE M INIMUM CONCRETE EDGE -- - '
<br />DISTANCE REQUIRED BY lliE APPROVAL
<br />··
<br />~- EXISTING STUD WALL
<br />EXISTING FLOORING OVER SIJBFLOOR
<br />NEW 4 · INCH FRAMING ANCHORS SPACED
<br />PER TABLE W illi 1 2- 8d X 1 \ INCH COMMON
<br />NAILS OR f6 X 1i, FLAT HEAO WOOD SCREWS
<br />Bd COMMON NAILS AT 4 INCHES
<br />O.C. AT SHEAllilNG EDGES
<br />Bd COMMON NAILS AT 12 INCHES ON CENTER AT
<br />STUDS \lt1lli A M INIMUII OF 2 FASTENERS PER STUD
<br />M IN. EMBEDMENT REQUIRED
<br />BY lliE APPROVAL1- ~ - -
<br />C R I P P LE W A LL S E C T I O N - P E R P E N D I C U L A R J O I S T S
<br />WAU. NEW 4 \ INCH FRAMING ANCHORS
<br />SPACED PER TABLE \lt1lli
<br />12- Bd X 1 \ INCH COMMON NAILS
<br />WOOD SCREWS
<br />OR f6 X 1~ FLAT HEAD WOOD SCREWS
<br />NEW 2X4 D .F. #2 BLOCKING
<br />BETWEEN STUDS \lt1lli 4-10d
<br />COMMON OR 16d SINKER NAILS
<br />B LOCKING/FRAMING ANCHOR-
<br />MISSING 2X BLOCKING, RIM
<br />BLOCKING/FRAMING ANCHOR-
<br />PARALLEL JOIST OBSTRUCTION
<br />JOIST OR PERPENDICULAR JOIST
<br />EXISTING 2 · - - . . . . . . _
<br />SOLE PLATE
<br />EXISTING 2 · BLOCKING
<br />OR RIM JOIST
<br />EXISTING SIU. PLATE -,
<br />M INIMUM EDGE DISTANCE
<br />PER APPROVAL · ··· -: 4 ..
<br />..... : ..
<br />EXISTING STUD WAU.
<br />NEW 4li, INCH FRAMING ANCHORS
<br />SPACED PER TABLE Willi
<br />1 2- 8d X 1li, INCH COMMON NAILS
<br />_v - O R fa X 1 · FLAT HEAD WOOO SCREWS
<br />LAG BOLT PER APPROVAL
<br />BOLT PER APPROVAL
<br />i - - - - - - A P P R O V E D ANCHOR SIDE PLATE
<br />CONCRETE STEM W Ail.--..."1:--:-· ~··!~-- ! ll! ! l~ - - - - - E X P A N S I O N OR ADHESIVE ANCHOR.. ' ·. · .' ..... ...
<br />.. ·'!'
<br />;!'--..::(__MIN EMBEDMENT AS APPROVED
<br />EXISTING GROUND LEVEL FOR ANCHOR TYPE, BUT M UST NOT
<br />EXCEED 2 /3 STEM WAU.
<br />llilCKNESS FOR EXPANSION ANCHORS
<br />® S I LL P LA T E B O L T I N G - N O C R I P P LE W A LL
<br />P A R A L L E L O R P E R P E N D I C U LA R J O I S T
<br />EXISTING 2x - - - . . . . _
<br />SOLE PLATE
<br />EXISTING 2x BLOCKING
<br />OR RIM JOIST
<br />EXISTING FOUNDATION C O NC RETE--t-,-
<br />M INIMUM EDGE DISTANCE
<br />PER APPROVAL
<br />·. : . ·'. .'
<br />EXISTING STUD WALL
<br />NEW 4 · INCH FRAMING ANCHORS
<br />SPACED PER TABLE \lt1lli
<br />1 2- Bd X 1 .. INCH COMIION NAILS
<br />OR f6 X 1 · FLAT HEAD WOOD SCREWS
<br />./ ' " - - WOOD SCREWS PER APPROVAL
<br />r -----APPROVED ANCHOR SIDE PLATE
<br />~- - A D H E S I V E OR
<br />EXPANSION ANCHORS
<br />4 " MIN EMBEDMENT AS APPROVED
<br />FOR ANCHOR TYPE. BUT M UST NOT
<br />EXCEED 2 /3 STEM WAU.
<br />llilCKNESS FOR EXPANSION ANCHORS
<br />0 S I LL P LA T E B O L T I N G - T R A P E Z O I D A L F O O T I N G
<br />EXISTING 2X
<br />SOLE PLATE
<br />EXISTING -, .
<br />SUBFLOOR
<br />NAILING
<br />EXISTING SIU. PLATE
<br />4" M INIMUM EDGE DISTANCE
<br />PER APPROVAL . . .
<br />EXISTING STUD WAU.
<br />/4 " M AX. SHIM
<br />SPACING
<br />LAG SCREWS PER APPROVAL
<br />· i ---.AP P RO VED ANCHOR SIDE PLATE
<br />CONCRETE STEM WAU. -- . . . . .
<br />EXISTING GROUND LE'IEL
<br />J .-t--·:·,l!im,~·i®----...EXPANSION OR ADHESIVE ANCHOR
<br />'
<br />4 .. . . .. .' . . .
<br />4" MIN EMBEDMENT AS APPROVED
<br />FOR ANCHOR TYPE, BUT M UST NOT
<br />EXCEED 2 /3 STEM WAU. llilCKNESS
<br />FOR EXPANSION ANCHORS
<br />A3-4A
<br />® S I LL P LA T E B O L T I N G - N O F LO O R J O I S T S
<br />P A R A L L E L O R P E R P E N D I C U LA R J O I S T
<br />PERPENDICULAR JOISTS
<br />NEW D.F. #2 LUMBER OR
<br />1 \ INCH PLYWOOD BLOCKING
<br />·
<br />-- tM I ·
<br />EXISTING C O NC RETE~',''-,-.~--.,
<br />..··.:~....... . ..... .···
<br />2 - 3 INCH ·..· ··
<br />'vENTILATION HOLES .; f!J··
<br />CENTERED 1 INCH · · .~ .' ~·
<br />CLEAR ABOVE BLOCK ··· ·" · · . .
<br />·
<br />·
<br />.· · '!'·· ·. ·: . ··
<br />' 4 . ... -.
<br />ONLY ONE HOLE IS "-.J.!·--~~t-.:..>-'--~REQUIRED FOR WAU.S ·
<br />\lt1TH STUD HEIGHTS
<br />PARALLEL JOISTS NEW 2XB D.F. #2
<br />BLOCKING \lt1lli 6 -
<br />1 Od COMMON O 6
<br />INCHES.
<br />t - - ~ o _ _~o~__ o ~ . . . . o
<br />0 0 0 0 0 0 0 2·
<br />---T--r-------------5 ..,d-T-'.,-'r-
<br />O ·
<br />·
<br />I O Bd COMMON NAILS
<br />1
<br />01
<br />°0 AT 4 INCHES O.C.
<br />10 AT SHEA THING
<br />I ol EDGES
<br />- I 1. I BD COM MON NAILS
<br />____ _. o L - - - - - ~ { i -:J o ol_ AOTC 1 ~TINSTUCHESDS
<br />0 I I O O O I o lo · ' ------'--.l------ ____ ..,_ ;.i._ M INIMUM 2 NAILS
<br />·
<br />:- .... ·-. ~ .....,, . . .
<br />' ....
<br />-~ - + - - . - 1 PER STUD
<br />. . , ~ · . 4 EXISTING
<br />... · ' .,.: . . ... . .....
<br />CONCRETE
<br />··... . .41, ', ........... ... . .. ' .. '. .. . .
<br />LESS l liAN 1B INCHES.ANCHORS W illi PLATE
<br />WASHER AND NUT PER SCHEDULE
<br />9 -12" FROM
<br />AU. SIU.
<br />PLATE ENDS
<br />®
<br />9 -12" FROM
<br />AU. SIU.
<br />PLATE ENDS
<br />C R I P P LE W A LL B R A C I N G - I N T E R I O R E LE V A T I O N
<br />JOIST PERPENDICULAR TO
<br />CRIPPLE WALL
<br />EXISTING STUD WAU.
<br />EXISTING FLOORING OVER SIJBFLOOR APPROVED ANCHOR
<br />SIDE PLATE
<br />JOIST PARALLEL TO
<br />C RIPPLE WALL
<br />EXISTING STUD WAU.
<br />EXISTING FLOORING OVER SUBFLOOR
<br />EXISTING
<br />FLOOR JOIST
<br />EXISTING
<br />BLOCKING OR
<br />RIM JOIST
<br />NEW D.F. #2 WMBER OR 1 , INCH PLYWOOD
<br />.- . - ~ - ~ - . . - - - \ / BLOCKING TOE NAIL TO JOISTS \lt1lli 2-Bd
<br />SPACED PER TABLE LAG SCREWS PER
<br />APPROVALCOMMON OR BOX NAILS AT EACH END OR
<br />EXISTING END-NAIL \lt1lli 2-16d COMMON OR SINKER · .. . . , . - - ~ . . . , . . . . , - - - . 1 · MIN ·FLOOR NAILS THROUGH EACH JOIST.
<br />JOIST 4" IIINIMUII
<br />EDGE DISTANCE
<br />4 · M INIMUM ,--~-'l-:--..,-..,.,;t:1:::e:::::::S:::-NEW 4 \ INCH FRAMING ANCHOR SPACED
<br />EDGE DISTANCE 1 . ,..PER TABLE Willi 1 2- 8d X 1 \ INCH
<br />FOR FUU. LOAD " , · ' COMMON NAILS OR f6 X 1 \ FLAT
<br />,. . . ·_'."'. l<.,~~....lJ:'.:·'7"'.···:··~··:··-·,1-EXPANSION OR
<br />,11 4· , · I!, . . , . . c ADHESIVE ANCHORS
<br />· ·· · <Ill · ': · ,; : .· : · .· · : · ;. · : ·_.3-~ EXISTING CONCRETE
<br />· · · · · · · · ··· · STE" w·u.
<br />VALUE PER " ·, ·.~· · HEAD WOOD SCREWS
<br />. : ·· '·. .... .. · . ,.. .. "' ~
<br />.· ~ , I l l · · ..
<br />APPROVAL , · NEW ADHESIVE OR EXPANSION ANCHOR AND
<br />'~ :·.PLATE WASHER PER TABLE
<br />. . .
<br />·.: -··.·: ····:· ·. . . · .. .,·: .... ·..... '· : . .....
<br />EXISTING CONCRETE
<br />STEM WAil.
<br />. . . : . ·.
<br />·. : . ;,' · .NEW 2 X 6 PRESSURE "TREATED D.F. PLATE
<br />B IN. M INIMUM CLEARANCE TO SOIL
<br />EXISTING CONCRETE
<br />FOOTING
<br />. . . ... . .
<br />·· ' . . . · . ·. ·1 · · . . .. · ! ..
<br />4· MIN EMBEDMENT AS APPROVED
<br />FOR ANCHOR TYPE, BUT M UST NOT
<br />EXCEED 2 /3 STEM WAil.
<br />A N C H O R A G E F O R J O I S T S S U P P O R T E D
<br />O N C O N C R E T E
<br />·llilCKNESS FOR EXPANSION ANCHORS
<br />A N C H O R A G E F O R J O I S T S
<br />O N C O N C R E T E
<br />S U P P O R T E D
<br />. / ' " - EXISTING STUD WAU.
<br />STEEL SPLICE
<br />PLATE
<br />' I I I I
<br />.
<br />0.036 IN. GALV. STEEL
<br />(20 GALVANI ED GAGE)
<br />0
<br />0
<br />o ,
<br />' 0 O 0 '0 0 0
<br />0
<br />0
<br />0
<br />SIX- 8d NAILS
<br />EACH SIDE
<br />I
<br />EXISTING RIM JOIST OR
<br />BLOCKING OR NEW D .F. #2
<br />BLOCKING \lt1lli 8d TOE
<br />NAILS AT 6 INCHES O.C.
<br />TO TOP PLATE
<br />~- FLOORING OVER SUBFLOOR
<br />S TU D /
<br />; SINGLE TOP I· G"'· I
<br />3 /8 INCH M INIMUM
<br />EDGE DISTANCE (TYP.)
<br />8d COMMON NAILS
<br />AT 4" ON CENTER
<br />NEW 1 5/32 INCH S"TRUCTURAL PANEL
<br />SHEA l lilNG - - - 1
<br />Bd COMMON NAILS AT 4 INCH ON
<br />CENTER AU. EDGES AND 12 INCH ON
<br />CENTER EACH INTERMEDIATE STUD
<br />WIN 2 NAILS PER STUDS
<br />1 /2 FLOOR JOIST OEPlli
<br />TOP SINGLE PLATE
<br />CRIPPLE STUD WAU.
<br />CONCRETE STEM WALL
<br />·
<br />PLATE
<br />· u.,."
<br />SINGLE TOP PLATE
<br />STEEL SPLICE PLATE
<br />(TOP VIEW)
<br />S I N G LE T O P P LA T E S P LI C E
<br />M INIMUM 0.058 IN. llilCK
<br />16 GAGE BY 1\INCH
<br />GALVANIZED M ETAL S"TRAP
<br />AT EACH PLATE SPLICE
<br />" · · " " · I · ,. ,. · ·
<br />18 GA. STEEL
<br />>A>
<br />INSTALL S'TRAP SIX 16d NAILS SIX Bd NAILS
<br />OVER WALL BRACNG AT EACH ENO AT EACH END
<br />M -IERE OCCt.lRS
<br />STUD~ .L<,.L
<br />7
<br />PROVIDE A WEAlliER-RESISTIVE
<br />BARRIER TO PROTECT l liE SHEA llilNG.
<br />EXTERIOR LA l l i FOR CEMENT PLASTER
<br />REQUIRES TWO LAYERS OF GRADE D
<br />PAPER OVER l liE SHEAllilNG.
<br />..M AINTAIN l liE M INIMUM CONCRETE
<br />EDCE DISTANCE REQUIRED
<br />.L\...L--...sTUD
<br />G)M ETAL STRAP @ RETROAI TENSION TIE
<br />BY lliE APPROVAL
<br />C R I P P LE W A LL B R A C I N G W I TH P LY W O O D
<br />O N E X T E R I O R F A C E O F C R I P P LE S T U D S
<br />NEW 2X CRIPPLE STUD NAILED TO
<br />EXISTING STUD \lt1lli 1 Od COM I I ON
<br />2X4X12 WOOD
<br />BL.OCKl'G
<br />I I I I
<br />;S l~ E TOP
<br />STUD,..-PLATE
<br />2X4X12
<br />WOOD
<br />BLO ING
<br />0 0
<br />0 0 0 0
<br />0 0 0 0
<br />i - - - - ; 1 2 · ~ - - - - i
<br />SING TOP
<br />PLATE
<br />NAILS AT 4" ON CENTER AT WOOD
<br />S"TRUCTURAL PANEL JOIST 3 NAILS M IN.
<br />EXISTING STUD 2" MIN OR PROVIDE
<br />NEW STUD AT PANEL JOINlS
<br />u.,.(TOP VIEW)
<br />I I
<br />1 /2" MIN--J.,f .f..J,-1/2" MIN
<br />,i,,l,..1 /B " MIN 1 /2" MIN--,1..,f .f..,l,-1/2" MIN
<br />,1,,1,.. 1 /8 " MIN
<br />@ WOOD BLOCKING
<br />A LT E R N A T I V E S TO S I N G LE
<br />TO P P LA T E S P LI C E
<br />~ V E R T I C A L S P LI C E v A T D O U B LE S T U D
<br />~ V E R T I C A L S P LI C E v A T S I N G LE S T U D
<br />SUMMARY OF MINIMUM PRESCRIPTIVE REQUIREMENTS
<br />NUMBER OF STRUCTURAL WOOD SILL PLATE
<br />STORIES1 ABOVE PANEL CRIPPLE ANCHOR FRAMING ANCHOR JOIST
<br />WALL BRACING SIZE AND BLOCKING 7
<br />CRIPPLE WALL REQUIRE~ENTS2 SPACING3-M
<br />EACH END AND 1 /2 INCH AT 6
<br />ONE1 NOT LESS THAN 3 2 INCHES ON ALTERNATE
<br />50% OF THE WALL FEET ON CENTER M AXIMUM JOISTS
<br />LENGTH CENTER MAX
<br />EACH END AND AL lERNAlE
<br />TWO'NOT LESS THAN 1 /2 INCH AT 4 24 INCHES ON JOISTS AND
<br />70% OF THE WALL FEET ON CENTER M AXIMUM EVERY JOIST
<br />LENGTH CENTER MAX8 ABOVE WALL
<br />BRACING
<br />THREE1 100% OF THE 5 /8 INCH AT 4 16 INCHES ON
<br />WALL LENGTH FEET ON CENTER M AXIMUM ALL JOISTS
<br />CENTER MAX 6
<br />REQUIRED BRACING FOR ONE STORY
<br />14' O'" -18' O"-
<br />·6"·- ~ I 4 '-0 " 1 3 '- · 4'-0'" 6", .·1 · I · I ·r·
<br />L <D -. -'\(~lo .,
<br />.I I- ..
<br />OlliER OBS"TRUCllONS ,
<br />· WHICH DO NOT AU.OW
<br />0 PANEL TO EXTEND TOICORNER.·~~I-.·0I"~11,\11,\1~ 4 '-0 "
<br />' - '-'c
<br />~
<br />BRACING I··0 (TYP.)I;,.
<br />~
<br />( ~
<br />'- '
<br />4' O" 10· o·
<br />~NOTES:
<br />I;...1. BRACING SHOWN IS FOR A ONE-STORY
<br />HOUSE W illi CRIPPLE WALL HEIGHT OF
<br />14" OR LESS IN HEIGHT.
<br />2. INDIVIDUAL PANEL LENGlliS SHAU. BE
<br />TWO TIMES l liE HEIGHT OF l liE CRIPPLE
<br />STUD WAil. BUT NOT LESS l liAN 4 '-0 ".
<br />·...
<br />I
<br />"
<br />FOUNDATION OUTLINE ( ~·(TYP.).,
<br />I
<br />°'
<br />·( ~ 'b0
<br />I I ,....,.,. ;,. - '- '
<br />·"'
<br />6" a·6 "
<br />12·-o·8 '-0 "
<br />3 2'-0 "
<br />REQUIRED BRACING FOR lliREE STORY
<br />S A M P LE P LA N
<br />1. lliESE STANDARDS DO NOT APPLY TO ONE OR TWO STORY BUILDINGS Willi CRIPPLE WALLS
<br />GREATER l liAN 48 INCHES IN HEIGHT OR TO lliREE STORY BUILDINGS 'M lli CRIPPLE WALL
<br />STUDS GREATER l liAN 14 INCHES.
<br />2. lliE WALL BRACING LENGlli SHAU. BE AT LEAST 48 INCHES IN \lt1Dlli OR TWO TIMES l liE
<br />HEIGHT OF l liE CRIPPLE WALL, WHICHEVER IS GREATER. WAU. BRACING IS REQUIRED AT ALL
<br />EXTERIOR WAU.S.
<br />3. lliE PLATE WASHERS FOR USE \lt1lli ADHESIVE OR EXPANSION ANCHORS ON WOOD SHALL BE
<br />3-INCH BY J-INCH BY 0.229" M IN.
<br />4. EXISTING SIU. PLATE ANCHOR BOL 1S CAST IN CONCRETE AND IS IN SOUND CONDITION SHAU.
<br />BE PERMITTED TO PROVIDE AU. OR A PORTION OF l liE SIU. PLATE CONNECTION
<br />REQUIREMENT IF l liE ANCHOR BOLT DIAMETER AND SPACING M EETS OR EXCEEDS l liE TABLE
<br />REQUIREMENTS. A NEW PLATE WASHER CONFORIIING TO FOOlNOTE 3 IS INSTALLED AND l liE
<br />SIU. PLATE IS CONNECTED TO A SNUG TIGHT CONDITION UNDER l liE TORQUE TEST
<br />REQUIREMENT.
<br />5. ANCHOR SIDE PLATES SHAU. BE PERMITTED TO SUBSTITUTE FOR ADHESIVE OR EXPANSION
<br />ANCHORS WHEN CONDITIONS PREVENT ANCHOR INSTALLATION VERTICAU.Y THROUGH l liE SIU.
<br />PLATE. ANCHOR SIDE PLATES SHALL BE SPACED l liE SAME AS ADHESIVE OR EXPANSION
<br />ANCHORS PER SECTION E REQUIREMENTS. ONLY ONE ANCHOR SIDE PLATE SHAU. BE
<br />REQUIRED ON INDIVIDUAL PIECES OF SIU. PLATE LESS l liAN 32 INCHES IN LENGlli.
<br />6. TWO STORY BUILDINGS MAY SUBSTITUTE 5 /8 INCH ANCHORS AT A M AXIMUM OF 6 FEET ON
<br />CENTER AND lliREE STORY BUILDINGS MAY SUBSTITUTE 1 /2 INCH ANCHORS AT A M AXIMUM
<br />OF 2 FEET B INCHES ON CENTER.
<br />7. EXISTING 2 INCH NOMINAL llilCKNESS JOIST BLOCKING SHAU. BE PERMITTED TO M EET l lilS
<br />REQUIREMENT. NEW BLOCKING MAY BE EllliER 2 INCH NOMINAL DIMENSIONED WMBER OR 1
<br />PLYWOOD.
<br />1~
<br />·'- 0 "
<br />n \
<br />' - '
<br />· 0I;...(~
<br />6"
<br />1 2'-0"
<br />·<D
<br />'bI;,.
<br />·
<br />~0II~"
<br />'bI;,.
<br />lo
<br />NOTE:
<br />THIS STANDARD PLAN DOES NOT APPLY TO
<br />THE BUILDINGS OR ELEMENTS THEREOF USTED
<br />BELOW .
<br />THESE BUILDINGS OR ELEMENTS REQUIRE
<br />ANALYSIS BY A UCENSED ENGINEER OR
<br />ARCHITECT.
<br />1. BUILDINGS v.1TH A LATERAL-FORCE-
<br />RESISTING SYSTEM USING POLES OR
<br />COLUMNS EMBEDDED IN THE GROUND .
<br />2. CRIPPLE WALLS THAT EXCEED 4 FEET IN
<br />HEIGHT.
<br />3. BUILDINGS EXCEEDING THREE STORIES IN
<br />HEIGHT AND ANY THREE-STORY BUILDING
<br />v.1TH CRIPPLE WALL STUDS EXCEEDING 14
<br />INCHES IN HEIGHT.
<br />4. BUILDINGS v.1TH M ORE THAN 4 DWELUNG
<br />UNITS OR 4 GUEST ROOMS.
<br />5. BUILDINGS, OR PORTIONS THEREOF,
<br />CONSTRUCTED ON A CONCRETE SLAB ON
<br />GRADE OR CONSTRUCTED ON OR INTO A
<br />SLOPE STEEPER THAN ONE UNIT VERTICAL
<br />IN 3 UNITS HORIZONTAL
<br />6. BUILDINGS WHERE THE SUPERINTENDENT
<br />OF BUILDING DETERMINES THAT
<br />CONDITIONS EXIST THAT ARE BEYOND THE
<br />SCOPE OF THE REQUIREMENTS OF THIS
<br />PLAN.
<br />7. BUILDINGS THAT LACK CONTINUOUS
<br />FOOTINGS.
<br />B. BUILDINGS V.,TH REINFORCED OR
<br />UNREINFORCED M ASONRY OR STONE
<br />FOUNDATIONS.
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