|
<br />NAiLiNG 8d COMMOt'<S @ 6" O.C. EDGES & 12" 0 C It'<TERiOR
<br />2"x4" BLOCl<iNG @ PLYWOOD EDGES
<br />THIS SPACE Ot'<L Y
<br />
<br />:\
<br />
<br />1/2" PLYWOOD W/ ~
<br />
<br />
<br />2"x4" BI_OCKING
<br />
<br />2"x4" @ 24" O,C,
<br />
<br />
<br />HCDP
<br />
<br />2" SU8FACIA -
<br />
<br />,
<br />ii'
<br />
<br />DROPPED GABLE TRUSS
<br />1/2" PLYWOOD
<br />8d COMMO~S @ 6" O,C,
<br />EDGES & 12" O.C,
<br />iNTERMEDIA TE
<br />
<br />PRE-ENGINF
<br />AT 2'-0" 0
<br />
<br />ED
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<br />TA 14 @ 4!':fj" O.C.
<br />
<br />BLOCK W /
<br />SOUD
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<br />POURED SCUD
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<br />2' -1"
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<br />6" Mil\;
<br />
<br />#5~ DOWEl
<br />6X6-#10 WWr: OR
<br />FIBER MESH 1.5#/C0 YD
<br />3 1/2"
<br />
<br />1 '-4"
<br />
<br />-~----
<br />
<br />M'I_L VISQ0EEN
<br />
<br />I ,
<br />: _'J ~
<br />i3-~/2"
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<br />
<br />GABLE
<br />
<br />END
<br />
<br />TYPE
<br />
<br />" A"
<br />
<br />STRuCTURAL SPECF:CA ~ C~S
<br />
<br />CO!\'CRETE
<br />
<br />A
<br />9
<br />
<br />C.
<br />
<br />Cemer:t to COr1'lply .vith A S.T.V C 150
<br />Sand and a(~gregete ~o cal"oly .vith A.S.T M, C 33, C3.3C,
<br />C 332 end A,C.I. S~ardcrd ~o 813- 54 or mOT spec'licatio"s
<br />Woter to meet potab'e ....oter cr€IY1laoi stondards,
<br />Dlocing shell be ir cccorda'lce Nit" A,C,: 8vi1ding Code
<br />318 ond 318'
<br />C1.lring shoil ben accordance ....:th AC.: 605
<br />
<br />;-
<br />'-,
<br />
<br />;:
<br />
<br />RE,~,.wORClr--...G STEEL
<br />A. 8ars defor'Y'ed 'I" occorda'1ce N'th A.ST.M A 615-87 cnd
<br />Shell be grade 40 steel.,nless :ndcc ted otherwise
<br />3 Welded Nire fabric to cO'1forrr Nith ASTN A 185 or A 497.
<br />C P:cc:ng:n accorda"ce witr A c., eeta::ir,g rren..oi and
<br />A.C.i 318 and 318'.
<br />
<br />METAL ACCESSORIES
<br />'v1eta' eccessor'es s"ei' conforn--, :0 req'..'rerY'ents in C.R_S'
<br />"Mcnuel of Standord ~racrce for Re'rlcrced Concrete
<br />Constructior" o'1d A.ST M A 82 ond A 185
<br />
<br />smENGTH
<br />A Concrete s~a': heve 2500 OS! corr,pressive stre"gthn 28 (jays
<br />B. Test Cylinders sila'l oe tc~en at the rote of three (3) for
<br />each 75 cl..blc yards or,C tested in aCcor(.:;or:ce Nit" A.S T,M
<br />Specilicotio'1S, rl.-rther tests may also be recu:red ir
<br />eccordonce ....ith A S T.~, C 42,
<br />C S'U[Y'p sloc,' "at exceed 6" uness concrete 'rix nos been
<br />desigr,ed to rove greater S u'Y'p anc ooproved by !::ng "'eer,
<br />
<br />COr--..CRETE VASO"JRY UNITS
<br />A, Units sro'l eO'1form to A,S T,'v1 C 129,C 145,C 90 & C 216
<br />B_ Ceil'lent sho" conforlT! to A S, T,V C 150,
<br />C. Sond sho'l confa"T1 to AS T.~ C 144,
<br />D. Vortor shOll cordorrn to Sto'1dard 8ulldi'lg Cade Types M or S,
<br />E Masonry ,,'iitS to hove full ''lorter coverage 0'1 rorizontal
<br />and vertical face sheiis.
<br />F. U'lits shail hove <] rni('1'rr"", corrpressive strength Of 2500 psi
<br />per ret ereo 0' urit
<br />
<br />G All exposed rrasorry svfcces shail have their ,.,orizontal
<br />Joints tooied and Sholl be sponged clean
<br />H. Grout sra: corroly ....ith ACI-ASCE 530 & AS,TV C 476
<br />ond be tested in oceorcorce ....it'1 C 1019
<br />
<br />COMPACTED FILL
<br />Fill sholl be placed i'1 layers not to exceed 12" and CO'T1poctec to
<br />95% proctor The degree of cOrY:poction sneii be deterrr,ined anC
<br />control ed i'1 accordance ....;th A.S,S,H,O T-99, 8efore piocrg
<br />fill Oi' de'eterious meleriol sha,l be rer>"1oved
<br />
<br />LUV8ER
<br />A.
<br />B
<br />
<br />"Jon- structural grade lumber shall be stud grcde or eq~ol
<br />Trusses shol! be pre-engineered ''l accordance Nith TPI
<br />ard engineer certifed truss drONi'1gs ord tne truss
<br />10 yo V t d raN: r g S s r, 0 II be fur n i s r, ed,
<br />All II~r1"ber ;1" CO'1tract With rr,osorry or corcrete srell be
<br />preSS!.Ire treated Non-presSi.lre treated li..rYber she'! be
<br />separcted from MaSOnry or concrete by asp'1o't irrpregrated
<br />felt or galvcnized rretal
<br />Str'.Ict,.,ral lumber she'l ::le SOI..ther'1 p'ne No, 2 or Equoi,
<br />No'i'1g sholl be 8d at 6" on centers along ed(~es Gnd 12"
<br />on centers at inter01edate SGpports except for first
<br />sheet at roo: edge, at ridijes and at WO" corr,ers wh'cr
<br />shal be neiied at 4" on centers at edges cnd ct
<br />:nterrr-e:j'o'e Sl.ppo'ts Otrer <lc'ir,,~ sro be pe'for'T1ec in
<br />
<br />r-
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<br />
<br />2" X 4" 8LOCI<ING @ PLYWOOD EDGES
<br />
<br />NAILING 8d COMMONS @ 6" Oc. EDGES & 12" O.C. INTERiOR
<br />
<br />2"x4" BLOCKING @ PLYWOOD EDGES ~
<br />
<br />1/2" PLYWOOD W/ -
<br />8d COV~O\JS PER NAILING SPEC? 2"x4" 8LOCI<ING ;
<br />
<br />
<br />2"x4" @ 24" OC,
<br />
<br />
<br />1/2" PLYWOOD W/
<br />NAILING 8d COMMONS @ 6" O.C
<br />& 12" OC. INTERiOR
<br />
<br />EDGES /
<br />
<br />24" O,C.
<br />
<br />
<br />2" SUBFAC!A--
<br />
<br />
<br />2" U8FAClA
<br />
<br />
<br />HCDP
<br />
<br />
<br />@ 4' - 0" 0- JJ
<br />':!/
<br />-OUT 8L9'"1< W/
<br />URED ~ID
<br />
<br />l
<br />f./.
<br />2' 6 WHEN "X" IS
<br />, .. S AND IS (2) 2 X 6
<br />GREATER THAN 4'-0"
<br />'@ 4" O.C,
<br />
<br />HCDP
<br />
<br />2" X 4" BLOC~ING @
<br />ALL PLYWOOD JOINTS
<br />
<br />2"x4" 8LOCI<ING @
<br />ALL PLYWOOD JOIN TS
<br />
<br />2"x4" @ 16" O.c.
<br />
<br />1/2" P,- YWOOD NAIL & GLUE
<br />8d CO'v1MONS @ 6" 0,(
<br />EDGES & 12" O,C,
<br />INTERMED!ATE
<br />
<br />I'X"
<br />
<br />PRE-ENGINE
<br />AT 2'-0" 0
<br />
<br />PRE-ENGINEERED
<br />AT 2'-0" O.C.
<br />
<br />RUSS
<br />
<br />DROPPED GABLE TRUSS
<br />
<br />- ---------
<br />--
<br />
<br />1 /2" PLYWOOD NAIL
<br />8d COMMOt'<S @ 6" O,C,
<br />EDGES & 12" O,C, INTERMEDiAiE
<br />
<br />I PTA @ 4'-0" O.C
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<br />1/2", .. ANCHOR BOLT @ EACH #5</J I_OCA TIO\J
<br />W/2r . IAVETER WAS'-1ERS
<br />I
<br />I<N( -OUT BLOCI< W/
<br />#5 OURED SOLID
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<br />VARIES
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<br />POURED SO_IO
<br />
<br />#5</J W/CElI_ PO' EO SOLID
<br />
<br />2'-1"
<br />
<br />YO,
<br />
<br />#5</J DOWEL
<br />6X6- #1 0 WWF or
<br />,3 1/2" ).
<br />
<br />1'-L"
<br />
<br />VISQUEEi'<
<br />
<br />1 '-4"
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<br />END
<br />
<br />1'-411
<br />
<br />t-
<br />TYPE
<br />
<br />" B"
<br />
<br />GABLE END TYPE "B"
<br />FOR NON-CATHEDRAL CEILINGS
<br />
<br />GABLE
<br />
<br />cccordal"1ce ....ith the SBCCI Building Code.
<br />r. Meta! construction hcrdware specif:ed ore r<ughes
<br />Manufocturing, Ine, or equal They shOll be installed
<br />in cccordO"1ce Nlth manufactures recommencations,
<br />G. Any areas of eO'1ve"ltior:ol framing sholl hove 'ra",ing
<br />members connected to lr:..ss me'f'cers w:th 0 r>1''1;rrui!'. 01 a
<br />RT 14. A:I Conventional framing Members sha I be CO'1nected
<br />to one another with a m'nii!'um of 0 HC hurr:cc" cl,o
<br />
<br />ALT.
<br />
<br />/1 1/4" DEEP SAW CUT
<br />n '4 'A I · .
<br />,-, - ~. - - - - ---:- ---: ...,- -;t-- ----:- A -
<br />fl!I .
<br />
<br />DESIG~ LOADING
<br />A. Wnd lood;rg
<br />B. Live 10odi'1g bedroo'Y' arec
<br />CLive loa(j:ng otrer areas
<br />D. Live ioed''1g roof
<br />F Desgn crter:a SBCCI 1994
<br />
<br />= 102 mph
<br />== 30 psf.
<br />= 40 psi
<br />== 20 psf.
<br />Sedier 16C6
<br />
<br />CON1'ROL JOINT
<br />
<br />
<br />S~UCES
<br />Splices 01 fou'1dation and peri,rete' steel 51-:a11 be 12 :'1 rr:'1'mVT1.
<br />
<br />1/2" PI_ YWOOD W/
<br />8d COMMONS PER NALiNG SPEC.
<br />
<br />LEGEND
<br /></J - ROD
<br />
<br />PRE-ENGINEERED TRUSS
<br />AT 2'-0" O.C.
<br />
<br />BE1AI~/jVG
<br />
<br />JrALL
<br />
<br />1/E1ADEJ~S
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<br />l!!!lAJ~/jVG
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<br />T A 1 4 TW
<br />KNOCK-OUT BLOC:<: W/
<br />#50 POURED SOUD
<br />
<br />1/ E1AD E1I~Sl
<br />
<br />frALL
<br />
<br />I
<br />2" SUBCAC'f --
<br />
<br />I-{
<br />
<br />3' MAX.
<br />
<br />I
<br />! BEAM TRUSS SPAN - SHINGLE ROOF
<br />I
<br />]SPAN 241 28 i 32 I 36 40 i 44 '18 I
<br />I 6 2X8 I 2X8 2X8 2X8! 2X8 12X10 12.\"10 i
<br />7 2XOj2XO 12X10 I 2X10 2X10 2XlO! 2X10 I
<br />8 i 2X8 12.\'10 \-2X10 12X10 2X12 2X12 2X12 1
<br />9 2X 10 2X 10 i 2X 1212X 1212X 12 2X 12 - i
<br />10 2X10 2X12 2X12! 2X12 - --
<br />I
<br />11 I 2X12 2X12
<br />~- 2Xl2 2Xl2 I -
<br />
<br />iBE'AM: TRUSS SPAN - TILB ROOF
<br />ISPAN i 24
<br />I 28 32 36 40 44 148
<br /> I
<br /> 6 2X8 ! 2X8 2X8 2X8 2X10 2X10 12X1O
<br />I 7 \2.\"1OI2XlO 2X10 2X12 2X12 2X1212X12
<br />i I
<br /> 8 12X10 12X12 2X12 i 2X12 12X12 1 - -
<br /> 9 2X1212X1212X12) - - - I - I
<br />:
<br />I 10 2X1212X12, - - - - I -
<br />
<br />
<br />VARiES
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<br />I<NOC~OU T BLOOCK
<br />W/ #5~ POURED
<br />SOliD -
<br />
<br />#50 DOWEL
<br />6X8-#10 WWF OR
<br />FI3ER VESH 1. 5~/CU YO
<br />.3 1/2'
<br />
<br />PRECAS"T I_:NTEL
<br />
<br />I<NOC~OUT 81_00CI<
<br />W/ #5~ ::)OURED
<br />
<br />
<br />SOLg
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<br />
<br />
<br />PRECAST LiN~
<br />LESS THAN 4'-0" SPAN
<br />
<br />WALL
<br />
<br />W/#50
<br />
<br />~KNOCKOUT 8LOC~
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<br />ST ANOA;RJ PERI'v1ETER BEAV
<br />/LNTELI OVER JOOR & WiNDOW
<br />CPEN',N6s
<br />
<br />
<br />~
<br />
<br />KNOCKOUT 8LOOCI<
<br />POURED SOliD
<br />
<br />MiLL VISQUEEN
<br />
<br /># 50--
<br />
<br />4' - 0" OR
<br />
<br />EXTERIOR
<br />
<br />LINTEL DEl'AILS
<br />
<br />NOTE PRECAST :JNTELS "CAST CRETE"
<br />OR EQUAL
<br />
<br />PRE-ENGINEERED TRUSS
<br />AT 2'-0" O.C,
<br />1/2" PLYWOOD W/
<br />Bd COVMONS PER NAILING SPEC,
<br />
<br />
<br />2" SU8FACIA -
<br />
<br />2"x4" 8LOC:.<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.C,
<br />INTERMEDIATE
<br />
<br />-------------- ~
<br />------.
<br />
<br />
<br />I
<br />FRAME WALL
<br />ABOVE MASONRY
<br />
<br />_} I SEE FLOOR PLAN
<br />I... SEE FOUNDATION PLAN
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<br />2-1/2" THRU80L TS
<br />
<br />5"
<br />
<br />-t-
<br />
<br />4"
<br />
<br />-1-f
<br />ALT. TOP
<br />CONNECTION
<br />
<br />1/2"0x8" ANCHOR
<br />BOLT @ 4'-0" O.c.
<br />
<br />I<NOC~-OUT BLOCK W/
<br />#5</J POURED SauD
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<br />
<br />STANDARD #8 MASONRY I I
<br />WAU_ REINFORCING
<br />@ 16" O.C. .
<br />
<br />_____--1J _{-
<br />I I I
<br />I' 1'-4"
<br />~ t
<br />I i
<br />~-----
<br />I
<br />
<br />
<br />TYPICAL SHEAR
<br />
<br />
<br />PANEL
<br />
<br />HCOP HURRICAN cUP
<br />~ SD2 AT EACH STUD
<br />AL TERNA TE SIDES
<br />
<br />2"x4" STUDS
<br />@ 16" Oc.
<br />
<br />VARIES
<br />
<br />WOOD BEAM
<br />
<br />2 1/2" THRU80LTS
<br />
<br />3X12X.3/16"
<br />PLA TES ~
<br />,
<br />
<br />o 0
<br />
<br />~ 1/8" BEARIING PLATE
<br />
<br />.3X12X.3/16"
<br />PLATES
<br />
<br />o
<br />-0
<br />
<br />2 1 /2" THRUBOL TS
<br />
<br />2X2X.3!16" \
<br />AI\L~ W/ '<
<br />, y-HRUBOL TS ~"
<br />
<br />ALUMINUM
<br />
<br />POST
<br />
<br />D ET AIL
<br />
<br />
<br />-{- ] DQ
<br />
<br />
<br />VARIES
<br />
<br />I
<br />-t-
<br />
<br />I
<br />
<br />1'-4"
<br />
<br />-{-
<br />I
<br />
<br />1/2"0x8" ANCHOR SOL TS
<br />W/ 2 3/4"0xl/4" WASHERS
<br />
<br />kSP1 AT EACH STUD
<br />AL TERNATE SIDES
<br />2"x4" P T.
<br />1/2"0x8" ANCHOR BOLTS
<br />I OR 1 /2"0x6" HI~ TI KW!I<
<br />BOLT II @ 4'-0' O.c.
<br />
<br />
<br />
<br />2- #50
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<br />
<br />.3 1/2"
<br />---t
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<br />1'-4"
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<br />6X6- #' 0 WWF OR i
<br />FI8ER MESH 1,5J1/y . YO.
<br />3 1/2'f',.
<br />
<br />W/#5</J
<br />
<br />4'-0"
<br />
<br />~AX -I
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<br />W/CELL POURED saUD
<br />
<br />2'-1"
<br />
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<br />GRADEl
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<br />8"
<br />
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<br />1/2"
<br />
<br />FOu~JA TiON PLAN
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<br />2- #5</J
<br />
<br />STEM WALL
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<br />14"1
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<br />R~lH .JR,
<br />DATE
<br />8-20-95
<br />
<br />SCALE
<br />3/4" = 1 '-0"
<br />JOB NO.
<br />DS125D36
<br />
<br />F
<br />
<br />SHEET
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<br />1
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<br />1
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<br />SHEETS
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<br />#50 W/CELL POURED SOliD
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