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<br />2"x4" BLOCKING @ PLYWOOD EDGES
<br />1 /2" PLYWOOD W /
<br />8d COMMONS PER NAILING SPEC,
<br />
<br />
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<br />2"x4" @ 24" O,C.
<br />
<br />2" SUBFACIA -
<br />
<br />DROPPED GABLE TRUSS
<br />1/2" PLYWOOD
<br />8d COMMONS @ 6" O.C.
<br />EDGES & 12" O,C.
<br />INTERMEDIATE
<br />
<br />PRE-ENGINE
<br />AT 2'-0" 0
<br />
<br />ED TRUSS
<br />
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<br />TA 14 @ 4'-0" O.C.
<br />KNOCK-OUT BLOCK W/
<br />#5~ POURED SOLID
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<br />TYPE
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<br />GABLE
<br />
<br />STRUCTURAL SPECIFICA 1l0NS
<br />
<br />CONCRETE
<br />
<br />A, Cement to comply with AS T,M. C 150.
<br />B. Sand and aggregate to comply with A.S. T.M. C 33, C 330,
<br />C 332 and A.C,1. Standard No, 813-54 or FOOT. specifications.
<br />C. Water to meet potable water chemical standards.
<br />E. Placing shall be in accordance with A.C.I. Building Code
<br />.318 and 318,1.
<br />F. Curing shall be in accordance with A.C.1. 605.
<br />
<br />REINFORCING STEEL
<br />A, Bars deformed in accordance with A.S.T.M, A 615-87 and
<br />shall be grade 40 steel unless indIcated otherwise.
<br />B. Welded wire fabric to conform Nith A.S,T,M. A 185 or A 497.
<br />C, Placing in accordance with A.C.!. detailing manual and
<br />A.C.1. .318 and .318.1.
<br />
<br />METAL ACCESSORIES
<br />Metal accessories shall conform to requirements in C.R.S,!.
<br />"Manual of Standard Practice for Reinforced Concrete
<br />Construction" and A.S. T.M. A 82 and A 185,
<br />
<br />STRENGTH
<br />A. Concrete shall have 2500 psi compressive strength in 28 days,
<br />B. Test Cylinders shall be taken at the rate of three (3) for
<br />each 75 cubic yards and tested in accordance with A,S. T,M.
<br />Specifications. Further tests may also be required in
<br />accordance with A,S. T.M. C 42.
<br />C, Slump shall not exceed 6" unless concrete mix has been
<br />designed to have greater slump and approved by Engineer,
<br />
<br />CONCRETE MASONRY UNITS
<br />A.. Units shall conform to A.S.T.M. C 129,C 145,C 90 & C 216,
<br />B. Cement shall conform to A.S.T.M. C 150.
<br />C. Sand shall conform to A.S,T.M, C 144.
<br />D. Mortar shall conform to Standard Building Code Types M or S,
<br />E. Masonry units to have full mortar coverage on horizontal
<br />and vertical face shells,
<br />F. Units shall have a minimum compressive strength of 2500 psi
<br />per net area of unit.
<br />
<br />G. All e~posed masonry surfaces shall have their Horizontal
<br />Joints tooled and shall be sponged clean.
<br />H. Grout shall comply with ACI-ASCE 5.30 & A.S. T.M. C 476
<br />and be tested in accordance with C 1019,
<br />
<br />COMPACTED FILL
<br />Fill shall be placed in layers not to exceed 12" and compacted to
<br />95% proctor, The degree of compaction shall be determined and
<br />controlled in accordance with A.S.S,H.O. T-99. Before placing
<br />fill all deleterious material shall be removed.
<br />
<br />LUMBER
<br />A. Non-structural grade lumber shall be stud grade or equal.
<br />B. Trusses shall be pre-engineered in accordance with T,P,I.
<br />and engineer certified truss drawings and the truss
<br />layout drawings shall be furnished.
<br />C. All lumber in contract with masonry or concrete shall be
<br />pressure treated. Non-pressure treated lumber shall be
<br />separated from masonry or concrete by asphalt impregnated
<br />felt or galvanized metal.
<br />D. Structural lumber shall be Southern Pine No. 2 or Equal.
<br />E. Nailing shall be 8d at 6" on centers along edges and 12"
<br />on centers at intermediate supports except for first
<br />sheet at roof edge, at ridges and at wall corners which
<br />shall be nailed at 4" on centers at edges and at
<br />intermediate supports. Other nailing shall be performed in
<br />
<br />STORY MASONRY WALL (DErrAILS)
<br />W /FRAME ABOVE
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<br />
<br />2"x4" BLOCKING @ PLYWOOD EDGES
<br />1/2" PLYWOOD W/ -
<br />8d COMMONS PER NAILING SPEC, 2"x4" BLOCKING
<br />
<br />WOOD BEAM
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<br />2 1 /2" THRUBOL TS
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<br />2-1/2" TI-iRUBOLTS -
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<br />
<br />NAILING 8d COMMONS @ 4" 0 C EDGES AND INTERIOR
<br />
<br />2" SUBFACIA
<br />
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<br />HCDP
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<br />2"x4" @ 24" O.C.
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<br /> NAILING 8d COMMONS @ 6" O.C. EDGES & 12" O.C. INTERIOR
<br /> NAILING 8d COMMONS @ 4" O.C. EDGES AND INTERIOR ~
<br /> 1'-.
<br /> F I[ G '0.,
<br /> NAILING 8d COMMONS @ 6" O.C, EDGES & 12" O,C. INTERIOR
<br /> A'
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<br /> NOTE:SrA LES WITH PULL- " /
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<br /> OUT LUE QUAL TO "" //
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<br /> SPECIFI NAILS MAY BE 'A ,i\. V
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<br /> SUBSTI' TE ON A ONE / '-
<br />X PEF~ NE BAS / '-
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<br />2"x4" BLOCKING @
<br />ALL PLYWOOD JOI N TS
<br />
<br />2"x4" @ 16" O.C.
<br />
<br />1 /2" PLYWOOD NAIL & GLUE
<br />8d COMMONS @ 6" O.C. -------------
<br />EDGES & 12" O.C.
<br />INTERMEDIA TE
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<br />3X12X.3/16"
<br />PLATES~
<br />
<br />PRE-ENGIN ED TRUSS
<br />AT 2'-0" 0
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<br />2X2X3/16"
<br />ANGLES W/ .
<br />1/4" THRUBOLT
<br />AND 1/4"X 2" LA
<br />
<br />1 /8" BEARING PLATE
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<br />PLATES
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<br />1 /2"~x8" ANCHOR BOLT @ EACH #5~ LOCA 1l0N
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<br />ALUMINUM POST DETAIL
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<br />
<br />1 /2" PLYWOOD W/ 2"x4" BLOCKING @ PLYWOOD EDGES
<br />8d COMMONS PER NAILING SPEC.~ 2"x4" BLOCKING
<br />
<br />
<br />2" SUBF ACIA
<br />
<br />
<br />2" SUBFACIA
<br />
<br />- HCDP
<br />
<br />TYPICAL NAILING
<br />
<br />PATTERN
<br />
<br />2"x4" BLOCKING @
<br />ALL PLYWOOD JOINTS
<br />
<br />2"x4" @ 16" O.C. --1
<br />
<br />1 /2" PLYWOOD ~JAIL & GLUE ___~
<br />8d COMMONS @ 6" O.C.
<br />EDGES & 12" O.C.
<br />INTERMEDIATE
<br />
<br />PRE-ENGINf ED TRUSS
<br />AT 2'-0" 0
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<br />1 12"~x8" ANCHOR BOLT @ EACH #5~ LOCATION
<br />KNOCK-OUT BLOCK W/
<br />#5~ POURED SOLID
<br />
<br />1/2" PLYWOOD W/
<br />8d COMMONS PER NAILING SPEC.
<br />
<br />PRE-ENGINEERED TRUSS
<br />AT 2'-0" O.C.
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<br />GABLE
<br />
<br />END
<br />
<br />2"x4" BLOCKING @
<br />ALL PLYWOOD JOINTS
<br />2"x4" @ 16" O.C.
<br />
<br />1/2" PLYWOOD NAIL & GLUE
<br />8d COMMONS @ 6" O.C.
<br />EDGES & 12" O.C,
<br />INTERMEDIATE
<br />
<br />--------
<br />
<br />accordance with the SBCCI Building Code.
<br />F. Metal construction hardware specified ore Hughes
<br />Manufacturing, Inc. or equa!. They sha!1 be installed
<br />in accordance with manufactures recommendations.
<br />G. Any areas of conventional framing shall have framing
<br />members connected to truss members with a minimum of a
<br />RT 14. All Conventional framing members shall be connected
<br />to one another with a minimum of a HC hurr:can clip.
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<br />, 4" PLYWOOD NAILED AND GLUED-
<br />L 8d @ 4" O.C, ALONG WALL,
<br />ER 8d @ 6" ON EDGES & 12" !NTERIOR.
<br />
<br />
<br />1/2"0x8" ANCHOR BOLT @ 4'-0" O.C.
<br />KNOCK-OUT BLOCK wi
<br />#5~ POURED SOLID
<br />
<br />DESIGN LOADING
<br />A. Wind loading = 102 mph
<br />B. Live loading bedroom area =.30 psf.
<br />C. Live loading other areas = 40 psf.
<br />D. Live loading roof = 20 psf.
<br />E. Design criteria SBCCI Section 1205
<br />
<br />4
<br />
<br />8" ANCHOR BOLT @ SPACING
<br />AND SIZE INDICATED ON PLANS
<br />EUH 28-10 W/10-10d
<br />
<br />Kr CK-OUT BLOCK W/
<br />#5 POURED SOLID
<br />
<br />SPLICES
<br />Splices of foundation and perimeter steel shall be 12 in. minimum,
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<br />BEilI?ING JYALL lIEilDE"'I?S
<br />BEAM TRUSS SPAN - SHINGLE ROOF
<br />SPAN 24 28 32 36 40 44 48
<br />6 2X8 2X8 2X8 2X8 2X8 2X10 2X10
<br />7 2X8 2X8 2X10 2X10 2X10 2X10 2X10
<br />8 2X8 2X10 2X10 2X10 2X12 2X12 2X12
<br />9 2X10 2X10 2X12 2X12 2X12 2X12 -
<br />10 2X10 2X12 2X12 2X12 - - -
<br />11 2X12 2X12 - - - - -
<br />12 2X12 2X12 - - - - -
<br />
<br />BEilRING fVilLL 1/EilDE1RS~
<br />BEAM TRUSS SPAN - TILE ROOF
<br />SPAN 24 28 32 36 -10 44 48
<br />6 2X8 2X8 2X8 2X8 2X10 2X10 2X10
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<br />7 2X10 2X10 2X10 2X12 2X12 2X12 2X12
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<br />8 2X10 2X12 2X12 2X12 2X12 - -
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<br />I hereby cortif'/ that I havo performed
<br />tha attached design and it is in
<br />complianco with Section 1205 of the
<br />Standard Building Code.
<br />
<br />KNOCKOU T BLOOCK
<br />w/ #50 POURED
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<br />STANDARD PERIMEfER BEAM
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<br />DRAWN
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<br />CHE KED
<br />RMH JR.
<br />DATE
<br />1-24-94
<br />SCALE
<br />3/4" = l' - 0"
<br />JOB NO.
<br />DS125E10
<br />SHEET
<br />
<br />2
<br />
<br />F 2
<br />
<br />SHEETS
<br />
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