|
<br />NAiliNG 8d CO~~ONS @ 6" O.C,
<br />2"x4" 8LOCi<ING
<br />1/2" PLYWOOD W/ ~
<br />
<br />
<br />2"x4" @ 24" O.e.
<br />
<br />EDGES & 12" O.e. INTER!O~
<br />@ PLYWOOO EDGES
<br />THiS SPACE ONLY
<br />
<br />2"x4" 81_0Cl<iNG
<br />
<br />~
<br />
<br />
<br />HCl
<br />
<br />2" SU8F ACIA -,
<br />
<br />CROPPED GABLE TRUSS
<br />1/2" PLYWOOD
<br />8d CO"AMONS @ 6" O,C.
<br />EDGES & 12" O.e.
<br />INTERMECIA TE
<br />
<br />ED TRuSS
<br />
<br />-t
<br />I
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<br />I
<br />
<br />I~
<br />
<br />/<,
<br />#
<br />
<br />W/
<br />
<br />~
<br />I
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<br />
<br />VAR:ES
<br />
<br />~
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<br />
<br />',j
<br />['
<br />I
<br />I
<br />
<br />
<br />~
<br />
<br />21_1"
<br />
<br />#5~ OWEL
<br />6X6- #1 0 WWF OR
<br />FIBER MESH 15#/CJ Y
<br />.3 1/2"
<br />
<br />1'-4"
<br />
<br />'-J
<br />!'
<br />6" MIN '.- 7,-r-.
<br />, ,~/~~/.-,.
<br />'-J L .. ..J.
<br />
<br />~/2' .' · -
<br />
<br />I
<br />1/
<br />-11
<br />I
<br />
<br />M Li_ VISQUEE\;
<br />
<br />I
<br />-~
<br />I
<br />
<br />1 '-4"
<br />
<br />t-
<br />
<br />I
<br />
<br />GABLE
<br />
<br />END
<br />
<br />TYPE
<br />
<br />" A"
<br />
<br />STRUCTURAL SPECF,CA TIONS
<br />
<br />CONCRETE
<br />A.
<br />B.
<br />
<br />C
<br />E,
<br />
<br />Cement to comply with A.ST.~J, C 150.
<br />Sand and aggregate to comply with A.S.T.M. C 3.3, C 330,
<br />C 332 and A,e.I. Stardard No, 813-54 or FOOT specif:cat:o~s
<br />Woter to meet potable water chem'cal standards_
<br />Placing srall be in accorda'lce with A,C.I. 8U:ldi~g Code
<br />318 and 318.1.
<br />Curi'lg shail be i'1 accordance w'th A C,I, 605
<br />
<br />F
<br />
<br />REI:'--<FORCING STEEL
<br />A. Bars deforrY1ed in accordance with AST.M, A 615-87 and
<br />sholl be grade 40 steel unless ind'cated otherw:se.
<br />8. Welded wire fabric to conforrY1 with AST.M A 185 or A 497.
<br />e. Placing:n accordance with A.e.1 detallirg r-nanual and
<br />A.e.I. 318 and 318 1.
<br />
<br />METAL ACCESSORIES
<br />Metal accessories srail conform to requirements in C.RS.
<br />"Manual of Sta'ldard Practice for Reinforced Concrete
<br />Construction" and A S.T.M, A 82 and A 185.
<br />
<br />STRENGTH
<br />A. Concrete shal' hove 2500 pSI compressive strength in 28 days
<br />B. Test Cylinders sholl be tc~en at the rote of three (3) for
<br />each 75 cubic yards and tested in accordance witil AS T.M.
<br />Specifications, Further tests may also be required I"
<br />accordance with AS T,M, C 42,
<br />e. Slump sholl not exceed 6" u'lless concrete mix has bee"
<br />des'gned to hove greater Slul"'P and opproved by Engineer.
<br />
<br />CONCRETE MASONRY lJNITS
<br />
<br />A.
<br />B.
<br />e.
<br />0,
<br />E
<br />
<br />Units sholl conform to AS T.M C 129,C 145,C 90 & C 216.
<br />Cement SI:OI conform to AST.M. C '50
<br />Sand shall conform to A. S. T.M, C 144.
<br />Mortar shall conform to Stondard Buiidl'lg Code Types M or S.
<br />Masonry units to ilcve full mortar coverage on horizontal
<br />and verticai face shells.
<br />Units shail hove 0 mirimum co[rpressive strength of 2500 psi
<br />per net area of unit.
<br />
<br />All exposed masonry surfaces shail hove their Horizo'ltal
<br />Joints tooled and shall be sponged clean.
<br />Grout shall comply with ACI-ASCE 5.30 & AST.M, C 476
<br />and be tested in accordance with C 1019.
<br />
<br />F.
<br />
<br />G,
<br />
<br />H,
<br />
<br />COMPACTED FILL
<br />Fill sholl be ploced i'l layers not to exceed 12" and compacted ta
<br />95% proctor Th,e degree of compacfon sholl be determined a'1d
<br />cantroled in accorda'1ce with A,S.S,H.O T-99. Before placing
<br />fill 011 deleterious material shail be removed,
<br />
<br />LUMBER
<br />A,
<br />B.
<br />
<br />Non-structural grade lumber sholl be stud grade or equal.
<br />Trusses sholl be pre-engineered in accordance w th TP,I
<br />and engineer certified truss drawlrgs and the truss
<br />loyaut drawings sholl be furnished,
<br />Ail lumber i'1 contract with masor,ry or cO'1uete shal: be
<br />pressure treated, Non-pressure treated lumber sholl be
<br />separated from masO'lry or concrete by asphalt impregnated
<br />felt or galvanized metal,
<br />Structural lumber shall :)e Southern Pir.e No, 2 or Equal
<br />Nailing shail be 8d at 6" on centers along edges and 12"
<br />on centers at intermed'ate supports except for erst
<br />sheet at roo' edge, at ridges and at wall corners whiCh
<br />sholl be nal!ed at 4" on centers ot edges and at
<br />interrr,ediate supports. Other 'lolling sr,all be performed In
<br />
<br />C
<br />
<br />D.
<br />E.
<br />
<br />J
<br />
<br />NAiliNG 8d COMMONS @ 6" O.C. EDGES & ' 2" O.e. INTERIOR
<br />
<br />2"x4" BLOCI<ING @ PLYWOOD EDGES
<br />
<br />1/2" PLYWOOD W/
<br />8d COMMO\;S PER NAILiNG SPEC/ 2"x4" B!_OCr<ING
<br />
<br />
<br />2"x4" @ 24" O.C,
<br />
<br />1 /2" PLYWOOD W/
<br />NAILING 8d COMMONS @ 6" OC
<br />& 12" O.C. INTERIOR
<br />
<br />~
<br />
<br />2" SU8FACrA--
<br />
<br />
<br />2" SUBF ACiA
<br />
<br />
<br />I
<br />'<J
<br />i'
<br />
<br />HCDP
<br />
<br />2" X 4" BLOC~ING @
<br />ALL PLYWOOD fOINTS
<br />
<br />2"x4" BLOCI<:NG @
<br />ALL PL YWOODJOrN TS
<br />
<br />2"x4" @ 16" O.e.
<br />
<br />"X"
<br />
<br />DROPPED GABLE TRUSS
<br />
<br />1/2" PI_ YWOOD NAIL & GLUE
<br />8d COMMONS @ 6" O.C
<br />EDGES & 12" O,C,
<br />INTERMEDIATE
<br />
<br />~---------=-
<br />
<br />-t
<br />I
<br />
<br />ANC~OR BOLT @ EACH
<br />MAETER WASHERS
<br />-OUT BLOCI< W/
<br />OURED SOUD
<br />
<br />#5~ LOCATiON
<br />
<br />I
<br />
<br />VARIES
<br />
<br />I
<br />I
<br />r
<br />
<br />8'-0"
<br />
<br />SOUD
<br />
<br />-{
<br />I
<br />I
<br />I
<br />I
<br />
<br />#51; W/CEU_ POURED SC_D
<br />
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<br />r
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<br />--'"
<br />I
<br />
<br />2' 1"
<br />- ,
<br />
<br />#5~ DOWEL
<br />
<br />6X6- #10 WWF OR
<br />FIBER ~ESH 15#/CL. YD,
<br />3 1/2"
<br />
<br />I
<br />I
<br />~-
<br />6" ~'N '-t7..r. -~' , .
<br />,~i- "~r~:1
<br />-'k----' . ~ 6
<br />k'. · '
<br />I
<br />I
<br />-{
<br />END
<br />
<br />"-4"
<br />
<br />V!SQUEEN
<br />
<br />1'-L"
<br />
<br />-{
<br />
<br />1'-4"
<br />
<br />I
<br />
<br />1-
<br />
<br />" B"
<br />
<br />GABLE
<br />
<br />TYPE
<br />
<br />F.
<br />
<br />accordance with the S8CCi Building Code.
<br />Metol corstr.:ction hardl/ore specified ore Hughes
<br />Manufacturing, Inc, or eqL.cl They shall be Installed
<br />in accordance with manufactures recommendations,
<br />Any areas af conventional framing sholl hove from'ng
<br />rnerr,bers connected to truss members with 0 minimum of 0
<br />RT 14, All Convent:onal framir,g members sholl be cOr"'nected
<br />to O'1e another with 0 minimr..m of a HC hurr:con clip.
<br />
<br />ALT.
<br />
<br />G.
<br />
<br />2" X 4" BLOCKING @ PLYWOOD EDGES
<br />
<br />
<br />EDGES 7
<br />
<br />24" O,C,
<br />
<br />RUSS
<br />
<br />LPiA @ 4'-0" O.C
<br />
<br />T 4 @ 4' -0" O,C,
<br />
<br />OCI<-OUT BLOCr< W/
<br />5~ POURED SOliD
<br />
<br />BRACE IS 2 X 6 WHEN "X" IS
<br />4'-0" OR LESS AND IS (2) 2 X 6
<br />WHEN "X" ,S GREATER THAN 4'-0"
<br />W!Sd NAILS @ 4" O.C,
<br />
<br />-t
<br />I
<br />
<br />#51; W/CELL POL:RED SOLID
<br />
<br />2'-1 "
<br />
<br />#5~ DOIVEL
<br />6X6-#10 WWF OR
<br />.3 1/2"
<br />
<br />"-t8::"'~'
<br />.--: #- -,- r r
<br />'. /, .,' :1
<br />
<br />. -
<br />
<br />MILL VISQUEEN
<br />
<br />.
<br />
<br />~
<br />
<br />0.. o~~..
<br />
<br />-f- 1'-4"-t
<br />
<br />CEILINGS
<br />
<br />/ 1 1 /4" DEEP SAW CUT
<br />~ '4 'A I · ..
<br />,-, - ~'.- - ..- , - -: -t --,- -:..1--- ----;- A -
<br />
<br />DESIGN LOADING
<br />A. W:nd loading
<br />8. Live !aadi'lg bedroom area
<br />e. Live loading other areas
<br />0, Live 1cadi'lg roof
<br />E, Design criteria SBCCI 1994
<br />
<br />= 102 mph
<br />= .30 psI.
<br />= 40 psI.
<br />= 20 psf.
<br />Section 1606
<br />
<br />CONTROL JOINT
<br />
<br />SPLICES
<br />Splices of foundation and perirneter steel sholl be 12 in
<br />
<br />VARiES
<br />
<br />
<br />minimum,
<br />
<br />1/2" PLYWOOD W/
<br />8d Cm~MONS PER NA!LNG SPEC.
<br />
<br />LEGEND
<br />~ - ROD
<br />
<br />I BEilI?/JVG JrALL //EilDE1I?S
<br />BEAM I TRUSS SPAN - Sf/INGLE.; ROOF
<br />SPAN 24 28 32 I 36 140 44 48 I
<br /> 6 2X8 I 2X8 2X8 2X8 12X8 12X1O 2X10
<br />I 7 12X8 \2X8 2X10 I 2X10 2X10 2X10 2X10
<br />~--I 2X8\2X1012X1012X10 2X12 2X12 2X12
<br /> I
<br /> 9 2X10 2X10 l2X12 i 2X12 2X12 2X12 -
<br /> 10 2X1OrX12 2X12 2X12 - - -
<br />~ 2X12 2X12 - - - - -
<br /> I "I I
<br /> 12 2X 12 12X 12, - I - - - -
<br /> I i
<br />
<br />BEiiR/lVG
<br />
<br />frALL
<br />
<br />//EilDE1I?S
<br />
<br />BEAM! TRUSS SPAN - TILE ROOF
<br />I __
<br />SPAN I 24 28 32 36 40 44 148
<br />I __
<br />6 12X8 2X8 12X8 2X8 12Xl0 2Xl0 12X10
<br />
<br />1"-;-12X10 2X1O 2X1012X12 2X1212X12 2X12
<br />
<br />8 r 2X10 2X12 2X12 2X12 2X12 - -
<br />I
<br />
<br />2X12 2X12 2X12
<br />I
<br />12X 1212X 121 -
<br />
<br />I<N OCI<OU T BLOOCr<
<br />w/ #5~ POURED
<br />SOLlO -
<br />
<br />~RECAST UN. TEL
<br />W/ #5~ POL.;RED
<br />
<br />
<br />101
<br />
<br />KNOCI<OUT BLOOCr<
<br />~tLl~5~ ::lOURED ~/<NOCI<OU~oT.~8~OCK WI#5.
<br />
<br />~. :.,/ "'"t j. ;. ~: KNOCmUT BLOOC<
<br />
<br />~ POURED SOLID
<br />
<br />o #5.
<br />
<br />PRECAST lIN~ 4'-0" OR GREATER SPAN PRODUCTS LINTEL
<br />LESS THAN 4'-0" SPAN
<br />
<br />SOLID
<br />
<br />STANDARD PERIMETER BEAM
<br />/UNTEL OVER DOOR & WiNDOW
<br />OPENINGS
<br />
<br />LINTEL DE'l'AILS
<br />
<br />NOTE PRECAST liNTELS "CAST CRETE"
<br />OR EQUAL
<br />
<br />TRUSS
<br />
<br />T A 14 TW
<br />I<NOC~-OUT BLOC~ W/
<br />#50 POURED SaUD
<br />
<br />3' MAX
<br />
<br />
<br />-t
<br />
<br />NAILS @ 4' O,C,
<br />
<br />8d COMMONS
<br />
<br />PRE - ENGINEERED TRUSS
<br />AT 2'-0" O,C,
<br />1/2" PLYWOOD W/
<br />PER NA!lING SPEC.
<br />
<br />2" SUBFACIA --
<br />
<br />
<br />2"X4" BLOCI<ING @
<br />ALL PLYWOOD JOINTS
<br />2"x4" @ 16" OC,
<br />
<br />1/2" PLYWOOD NAIL & GLUE
<br />8d COMMONS @ 6" O,C.
<br />EDGES & 12" O,e.
<br />IN TERMED1A TE
<br />
<br />------------
<br />
<br />11
<br />
<br />I
<br />FRAME WALL
<br />ABOVE MASONRY
<br />
<br />z
<br />3:
<br />,0
<br />~T
<br />::::lVi
<br />----.l
<br /><((/)
<br /><(
<br />I
<br />U~
<br />~(/)
<br />00
<br />Zo..
<br />
<br />2-1/2" THRU80LTS
<br />
<br />
<br />5"
<br />
<br />-~
<br />
<br />4"
<br />
<br />-{--
<br />ALT. TOP
<br />CONNEC1'ION
<br />
<br />1/2"0x8" ANCHOR
<br />80LT @4'-0" O.e.
<br />I<NOCK-OUT BLOC~ W/
<br />#5~ POURED SOLID
<br />
<br />I SEE FLOOR PLAN I
<br />~ SEE FOUNOATION PLAN ---r+=
<br />
<br />I I
<br />
<br />
<br />WOOD 8EAM
<br />
<br />3X12X3/16"
<br />P L ATE S ----.......,
<br />
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<br />~
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<br />AL
<br />
<br />2 1/2" THRUBOL TS
<br />
<br />o 0
<br />
<br />3X12X3/16"
<br />PLATES
<br />
<br />2 1 /2" THRUBOL TS
<br />
<br />2X2X3/16"
<br />ANGLES W/
<br />1/4" THRUBC
<br />
<br />""~
<br />',;
<br />3/8" x4" HiL TI
<br />\'- QUIK SOU I
<br />
<br />POST DE'r AIL
<br />
<br />I
<br />-~-
<br />
<br />
<br />VARiES
<br />
<br />1'-4"
<br />
<br />-'k-
<br />I
<br />TYPICAL SHEAR PANEL
<br />
<br />
<br />HCDP HURRICAN CLIP
<br />- SP2 AT EACH STUD
<br />ALTERNA TE SIDES
<br />
<br />2"x4" STUDS
<br />@ 16" O,C
<br />
<br />VAR'ES
<br />
<br />
<br />
<br />2- #5~
<br />
<br />2'-1"
<br />
<br />#5'/! W/CELL POURED SOLID
<br />
<br />#50 DOWEL
<br />6X6-#10 WWF OR
<br />FiBER MESH 15~/CU YO
<br />3 1/2'
<br />
<br />.
<br />
<br />MILL VISQUEEN
<br />
<br />o . o~
<br />.: ' ".... -2-#5~
<br />
<br />"-4"
<br />
<br />+-
<br />
<br />EXTERIOR WALL
<br />
<br />o
<br />
<br />3 1/2"
<br />
<br />-~
<br />
<br />-~
<br />I
<br />-{
<br />
<br />1'-4"
<br />
<br />INrrERIOR
<br />
<br />1 /2"~x8" ANCHOR BOLTS
<br />W/ 2 3/4"0xl/4" WASHERS
<br />
<br />W/2" DIA, WASHER
<br />
<br />BEARING
<br />
<br />MASONRY FRAME
<br />
<br />FRAME
<br />
<br />P ARTITI 0 N
<br />
<br />PLATE
<br />
<br />
<br />JDQ
<br />
<br />J
<br />-",
<br />
<br />2'-1 "
<br />
<br />
<br />WWF OR
<br />ESH 1, 5~/CU YD.
<br />3 1/2'
<br />
<br />BLOCr< W/#50
<br />
<br />4'-0" MAX, -{
<br />
<br />TE: iF WAI_L HEIGTH EXCEEDS 2'-0"
<br />CE WALL UNTIL FLOOR is ::lOURED
<br />
<br />-={
<br />
<br />--I
<br />#5.L,"1
<br />I
<br />
<br />
<br />#50 W/CELL POURED SOLID
<br />
<br />GRADEl
<br />
<br />t-
<br />
<br />8"
<br />
<br />r-
<br />
<br />#50 DOWEL
<br />PACING PER FOU!\IJA TION
<br />
<br />
<br />~J11 ' I
<br />-{-
<br />I
<br />
<br />
<br />
<br />2-#5~
<br />
<br />-'k-
<br />I
<br />-{
<br />STEM WALL
<br />
<br />"-4"
<br />
<br />14"1
<br />- f-
<br />
<br />....... .~
<br />.j ~...:...
<br />
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<br />1. ~~<J
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<br />~ON~
<br />,~~ ~o
<br />~~w
<br /><110 ~
<br />o U IJ..J 0::,
<br />=.J o\-U
<br />1-"00:::-
<br /><I1cx)W~
<br />
<br />VARIES
<br />
<br />j
<br />
<br />, hami 'I c-€jr1itl that 1 have porformcd
<br />I{'\,f> .:,.,;~},'r, ;c>>-d d~~km 8.nd it Is in
<br />t._~:;''1 (.1.,'*'3......~.... 'J
<br />'':f"'~prJ.~r~r''''' "lith Section 1205 of the
<br />u",,~j}..\j*" f..:, *v~ v'. '"
<br />
<br />Stand 'rd B11H..jing Coc.tJ.
<br />
<br />t-"
<br />
<br />"-4"
<br />
<br />1 '-4"
<br />
<br />r
<br />yf! ~ J
<br />
<br />I
<br />--i-
<br />I
<br />
<br />
<br />
<br />CONNECTION
<br />
<br />PLAN
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<br />
<br />UAlE REV. BY'
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<br />RMH JR,
<br />DATE
<br />8-20-95
<br />SCALE
<br />3/4n = 1 '_On
<br />JOB NO,
<br />DS125D36
<br />SHEET
<br />
<br />F
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<br />1
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<br />1
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<br />SHEETS
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<br />1/2" PLYWOOD NAIL
<br />8d COMMONS@ 6" O.C,
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