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<br />DATE REV,
<br />2/18 #1 RH
<br />4/22 #2 RV
<br />10/10 #,3 RH
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<br />2"x4" BLOCKING @ PLYWOOD EDGES
<br />1/2" PLYWOOD W/
<br />8d COMMONS PER NAILING SPEC.
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<br />8d COMMONS PER NAILING SPEC.
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<br />2"x4" @ 16" O.C.
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<br />2"x4" BLOCKING @
<br />ALL PL Y'NOOO JOINTS
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<br />accordance with the saccI BuildintJ Code.
<br />F. Metal construction hardware specified are Hughes
<br />Manufacturing, Inc, or equal. They shall 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 hurrican clip.
<br />
<br />STRUCTURAL SPECIFICA 1l0NS
<br />
<br />CONCRETE
<br />
<br />A. Cement to comply with A.S. 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,I. 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,I. 605.
<br />
<br />1/2" PL YWOOO NAIL & GLUE
<br />8d COMMONS @ 6" O.C,
<br />EDGES & 12" O.C.
<br />INTERMEDIA TE
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<br />-=::::-----
<br />----------
<br />
<br />3/4" PLYwOOD NAILED ,lI,ND GLUED-
<br />NAIL 8d @ 4" O,C. ALONG WALL,
<br />OlMER 8d @ 6" ON EDGES & 12" IN1ERIOR.
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<br />SPACING
<br />PL~.NS
<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 />0, Live loading roof = 20 psf.
<br />E. Design criteria SBCCI Section 1205
<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 with A.S. T,M, A 185 or A 497,
<br />C. Placing in accordance with A,C,I. detailing manual and
<br />A.C.1. 318 and 318,1,
<br />
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<br />SPLICES
<br />Splices af foundation and perimeter steel shall be 12 in. minimum.
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<br />METAL ACCESSORIES
<br />Metal accessories shall conform to requirements in C.R.S,I.
<br />"Manual of Standard Practice for Reinforced Concrete
<br />Construction" and A.S.T.M. A 82 and A 185.
<br />
<br />LEGEND
<br />{J - ROD
<br />
<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 />BEilI?IJVG fYi-iLL lIEilDElRS
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<br />BEARING fYi-iLL lIEi-1DE"I?S
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<br />CONCRETE MASONRY UNITS
<br />Ad 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 hove a minimum compressive strength of 2500 psi
<br />per net area of unit
<br />
<br />G. All ei<posed masonry surfaces shall have their Horizontal
<br />Joints tooled and shall be sponged clean.
<br />H. Grout shall comply with ACI-ASCE 530 & A.S.T.M. C 476
<br />and be tested in accordance with C 1019.
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<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 />
<br />C EC D
<br />RMH JR.
<br />DATE
<br />1-24-94
<br />SCALE
<br />3/4" = 1 ' - 0"
<br />JOB NO.
<br />DS125EI0
<br />SHEET
<br />2
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<br />I hereby certify that j have performed
<br />tho attached dos/gn and it is in
<br />compUance with Section 1205 of the
<br />Standard Building Code.
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<br />Non-structural grade lumber shall be stud grade or equal.
<br />Trusses shall be pre-engineered in accordance with T,P,I.
<br />and engineer certified truss drawings and the truss
<br />layout drawings sholl be furnished,
<br />C. All lumber in contract with masonry or concrete sholl 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 />O. 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
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<br />OPENINGS
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<br />STORY MASONRY WALL
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<br />LINTEL D ET AILS
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<br />NOTE: PRECAST LINTELS ~CAST CRETE"
<br />OR EQUAL
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<br />F 2
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