|
<br />NAiliNG 3d COMMONS @ 6" 0 C, EDGES & 12" O.C INTERIOR
<br />2"x4" BLOCKING@PlTYWOODEDGES
<br />TH S SPACE ONLY
<br />1/2" PL YWOOD ~
<br />~ 2"x4" BLOCKING
<br />
<br />2"x4" @ 24" OC
<br />
<br />
<br />
<br />2" SUBFAC\A -
<br />
<br />HCDP
<br />
<br />~""
<br />..
<br />
<br />DROPPED GABLE TRUSS
<br />1/2" ?L YWOOD
<br />8d COMMONS @ 6" oe,
<br />EDGES & 12" 0 C
<br />IN TERMEDI A TE
<br />
<br />
<br />PRE-ENGINE
<br />AT 2'-0" 0
<br />
<br />TRUSS
<br />
<br />I
<br />-"k
<br />I'
<br />I
<br />i
<br />I
<br />I
<br />I
<br />I
<br />!
<br />
<br />@ 4'-0" 0 C,
<br />
<br />W/
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />VARiES
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />"
<br />
<br />T
<br />I
<br />j
<br />i I
<br />I I
<br />'-J -.J
<br />
<br />'J ;~ ~.
<br />--L5i
<br />
<br />r-r)1
<br />
<br />
<br />#5~ W/CELL POUJ:<EO SPLO
<br />f
<br />
<br />#5~ DOWEL
<br />6X6- #1 0 WWF OR ,
<br />/ ;;8ER MESr< 1 5#/('v jre
<br />/
<br />
<br />4
<br />
<br />
<br />VISOUEEN
<br />
<br />, I' ,
<br />-:v'~ -. -'
<br />, 8",' '
<br />'~t ~4,j'
<br />
<br />.
<br />
<br />- 2- #50
<br />
<br />1'- 4" I
<br />-;.'
<br />
<br />L
<br />
<br />'"
<br />
<br />GABLE
<br />
<br />U AU
<br />
<br />END r!'YPE
<br />
<br />STRUCTURAL SPECWiCA TiONS
<br />
<br />CON eRE TE
<br />
<br />A
<br />B
<br />C
<br />E
<br />
<br />Ceme'1t to comply Nlth AS i,M C 150
<br />Sond ond aggregate to corrply .vith AS, T,M, C 33, C 330,
<br />C 3.32 ond A CI Standc.rd No 813-54 c.r FOOT specikotions
<br />Water to meet potable water cr,e(o'i:col stondords
<br />Plac;ng shal! be in accordance Nlth A CI BUilding Code
<br />318 ond 318,1
<br />C,;rlng sholl t.e ;n accordonce .vith A CI. 605,
<br />
<br />J:
<br />
<br />REINFORCING STEEL
<br />A Bers deformed ;n occordonce Nith AS, T,M A 615-87 ond
<br />shc" be grade 40 steel '~niess ;nd;cated otherw:se
<br />8 Welded w:re fobric to conform with AS UA A 185 or A 497
<br />C Plac'''9 in accordance N'tr A C! ,jetadlr:g manua! arc
<br />A,C I, 318 (lnd 318 1.
<br />
<br />',AEf AL ACCESSCRiES
<br />Metal accessories sl'1oll conform to req"irements :n C RSI
<br />"Manuel of Standard Fractice for Reinforced Concrete
<br />Construction" ond AS T',A A 82 and A 185,
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~~I
<br />+J
<br />i
<br />I
<br />I
<br />I
<br />
<br />STRENGTH
<br />A COr'1crete shOll hove 2500 ps corrpressive strengt'" In 23 days
<br />B Test Cy1inders snoll ce teke" at the ro:e of three (3) for
<br />each 75 Cub,c yards ond teste(j :/1 occordor,ce with A. S T M
<br />Speci'icotions J:\"rther tests moy also be required ,/1
<br />occordance Nlth AS T M C 42
<br />C SIr..;(T'p sholl 'lot exceed 6" I.)n'ess coruete ''','~ nos Ceen
<br />designed to hove greater Slump and approved by Engineer,
<br />
<br />CONCRETE MASONRY tiN TS
<br />
<br />A
<br />B
<br />C
<br />D
<br />E
<br />
<br />Units sha!! conform to AS TM C 129,C 145,( 90 & C 216
<br />Cement sholl conform to AS TM C 150
<br />Sand snell conform to AS, T,M, C 144
<br />Mortar 5hcl' conform to Standord Buildi"g Code Types M c,r S
<br />'.Aoson'y units to rove fl..l! mortar coverage on horizontal
<br />o"'d vertiCal face sre',:s
<br />Units 5holl have 0 n,;"imum compressive strength of 2500 ps,
<br />per net orea of unit
<br />Ail exposed masonry s'...doce5 srall hove the,r rlorzonta!
<br />Jo,nts too'ed ond shel: be sponged c'eon
<br />Grout sholl comply with AC'-ASCE 530 & A,S T'M C 476
<br />(md be tested in accordance Nith C 1019
<br />
<br />..
<br />
<br />c
<br />
<br />H
<br />
<br />COMPACTED FILL
<br />F;il Sholl be pieced ;n loyers not to exceed 12" ond cO'T1pccted to
<br />95% proctor fhe oegree of compaction sholl be ceterr"';red ond
<br />controt!e,j ;n accordance Nit;' A SSH 0 T-99 8efore plac:ng
<br />fili ol! deleter;ouS material ShOiJ be re'~oved
<br />
<br />LU~8ER
<br />A
<br />B
<br />
<br />Ncn-strr..;ctr..;ral Ijrace I"meer shoil be stud grace or ec;ua:
<br />Trusses ShOll be p'e-engineered in accordarce with T P !
<br />on,1 engineer certif:ed tr!.JSS ,jrONings ond the t',...5S
<br />layout dro.y'ngs sr,OII ce furnis;.,ed
<br />All ",.mber ;n contrcct with rr.osor,ry or concrete srCI) ce
<br />pressure treoted ~on-pressure treatec ii,Jmber shod be
<br />separated from masorry or concrete by OSphc1t ,,,pre'y:oted
<br />felt or golv.:n:zed rretoi,
<br />o Structur/)l ll...rT1ber s"c\l be Southerr. Pine No 2 or EquOi
<br />[, No:li('9 shall be 8d at 6" 0'1 centers 010('<9 eoges ond 12"
<br />on centers at ;nt€rmed:ote supports Ctr"er nai!;"9 $rOI' t:e
<br />perfcrm-:d In 'JCcoroonce Nith tre saccI Burlding Coce
<br />
<br />I~
<br />
<br />.",,"'.
<br />'.-,
<br />
<br />
<br />2" x 4" BLOCKING @ PLYWOOD EDGES
<br />
<br />NAILING
<br />
<br />8d COMMONS ,~ 6" O,C EDGES & 12" O,C INTERIOR
<br />2"x4" BLOCKING @ PL YWOOD EDGES ~
<br />1/2" PL ,(WOOD - \
<br />2"x4" BLOCK'NG
<br />
<br />
<br />1/2" PL'rWOOD W/
<br />NAILING 8d COMMONS @ 6" 0,(' EDGES
<br />& 12" o,e iNTERIOR
<br />
<br />,
<br />
<br />
<br />
<br />2" SUBF ACtA -
<br />
<br />
<br />2" SUBFACIA-
<br />
<br />2" X 4" @ 24" O,C
<br />
<br />'- HCDP
<br />
<br />2" X 4" BLOCKING I~
<br />ALL. PLYWOOD JOINTS
<br />
<br />2"x4" BLOCKING @
<br />ALL PLYWOOD JOIN TS
<br />
<br />2"x4" @ 16" O,C
<br />
<br />PRE -ENGINEERED
<br />AT 2'-0" o,e.
<br />
<br />RUSS
<br />
<br />DROPPED GABLE TRUSS----------
<br />
<br />1 /2" PLYWOOD NAiL & GLuE
<br />8d COMMONS @ 6" 0 C.
<br />,EDGES & 12" 0 e.
<br />NTERMEDIATE
<br />
<br />1 /2" PLYWOOD NAiL
<br />8,j COMMONS @ 6" OC
<br />'EDGES & 12" 0,( INTERMED!A1
<br />
<br />LPTA @ 4'-0" 0 C
<br />
<br />ANCHOR BelT @ EACH '5'
<br />W/2" DIAMEfER WASHE~S
<br />OUT BlOCr< w/
<br />URED SOLID
<br />
<br />"'A 1 @ 4'-0" 0,(
<br />I ~
<br />
<br />KNC -OUT BLOCK w/
<br />#5~ URED SOUD
<br />BRAe. IS 2 x 6 WHEN "x" IS
<br />4'-0" \, R LESS AND is (2) 2 x 6
<br />WHEN \ ' IS GREATER THAN 4'-0"
<br />W/8d " ILS .~ 4" oc.
<br />
<br />TYPE" U C"
<br />
<br />GABLE
<br />
<br />END
<br />
<br />~
<br />
<br />1/2" PLYWOOD W/
<br />NAiliNG 8d COVMONS @ 6" oe. EDGES
<br />& 12" OC INTERIOR
<br />
<br />
<br />VARiES
<br />
<br />2" x 4" BLOCKiNG
<br />
<br />2" SUBF ACIA-
<br />
<br />2" x 4" @
<br />
<br />2" x 4" BLOCKING @
<br />ALL PLYWOCD JOiNTS
<br />
<br />l'
<br />
<br />,RUSS
<br />
<br />I
<br />I
<br />.J
<br />['
<br />
<br />:1--
<br />:L~-
<br />
<br />I
<br />
<br />#5~ W/CELL POURED SOLID
<br />
<br />DROPPED GABLE TRuSS
<br />
<br />-- #5~ DOWEL
<br />6X6- #1 C WWF OR
<br />/ FIBER '.AESH 1 5#/CU YO
<br />
<br />16d NAILS @ 6" O(
<br />1/2" P:..YWOOD NAiL
<br />8d COMMONS @ 6" O,C
<br />EDGES & 12" 0,( INTERMEDiATE
<br />
<br />...'
<br />
<br />R PLATE
<br />
<br />16d NAiLS @ 4" 0 C. ---
<br />
<br />~
<br />
<br />2"X6" PT
<br />5/8" X 8" ANCHOR 80LT @ EACt
<br />LOCATION WITH 2' DiAMETER WASI
<br />KNOCK-OUT BLOCK w/
<br />#5<t POURED SOuD
<br />
<br />VISQUEEN
<br />
<br />.
<br />
<br />i
<br />J
<br />"
<br />
<br />(.N
<br />'-..i'
<br />.-J
<br />ni'
<br />
<br />~
<br />
<br />~
<br />
<br />---- 2- #5~
<br />
<br />L
<br />
<br />'"
<br />
<br />,'- 4"
<br />
<br />GABLE
<br />
<br />" B"
<br />
<br />GABLE END r!'YPE
<br />
<br />" D"
<br />
<br />END r!'YPE
<br />
<br />F,
<br />
<br />Metol co.,struction hordNore specif;ed ore Hughes
<br />Monufocturing, Ine. or equol, They shol! be installed
<br />;n accordance with manufactures recommendati,)ns
<br />Any areas of conventional fram;ng sholl hove frorr>;rg
<br />members connected to truss members ...ith 0 (""1inirnurn of 0
<br />RT 14, All Conventional froming members sroli be connected
<br />to one another with 0 min;m\,;m of 0 He hurr,con dp
<br />
<br />CuT
<br />
<br />G,
<br />
<br />/1 1/4" DEEP SAW
<br />"--clA', 4 4-
<br />_ _ _ _ _ _ _ _ -d. _ _~ __ __
<br />I ~ A
<br />~~
<br />
<br />DESIGN LOAD:NG
<br />A Wind !oad'ng
<br />B Live loading bedroom oreo
<br />C Live loading other areas
<br />D Live loading roof
<br />E Design criterlO SBCCI 1994
<br />
<br />= '02 mpn
<br />= 30 psf
<br />== 40 psf
<br />== 20 psf
<br />Section 16C6
<br />
<br />CONrrROL JOINT
<br />
<br />
<br />SPliCES
<br />Splices of fOundation and per;meter steet shall be 12
<br />
<br />in, m:nim'.Jm
<br />
<br />1/2" PLYWOOD W/ -
<br />~~AILlNG 8d COMMONS @ 6" 0(, EDGES & 12" 0,(. iNTERIOR
<br />
<br />LEGEND
<br />o - ROO
<br />
<br />TRUSS
<br />
<br />I
<br />i BEliR/lye;
<br />IBEAMj
<br />\
<br />SPAN 2,1
<br />
<br />i
<br />I
<br />I
<br />i
<br />I
<br />ROOF ---J
<br />II ,18
<br />
<br />I --- ----I
<br />I BE1AJ?/lve; JVALL JIE1ADE1/?S1 !'1"
<br />iBEA.lF-~- TRU~S -SPAN ~T~LE ROOF -~r
<br />SPAN 21 28 32 rw-110 ~~;18 I
<br />6 2X8 2X8 2X8 ~Y10 2XJO ~~I~~
<br />7 2X102Xl0 2X~~ 2X1212X12 2,~12 2XJ2~
<br />8 ~XJO 2XJ2 2XJ2 2XJ2 2XJ2 -=._r--=---I
<br />9 12XJ2 2X1212X12-=----1 - I - t - I
<br />~ 2X12 2X~~L___ - ~ =-J
<br />
<br />"
<br />:..
<br />
<br />
<br />;' - II'; !
<br />
<br />8
<br />9
<br />10
<br />
<br />11
<br />
<br />12
<br />
<br />
<br />JYALL
<br />
<br />JIE1ADE1RS
<br />
<br />fA 1 4 TW
<br />-KNOCK-OUT 8LOCr<W/
<br />#5~ POUf'EO SOliD
<br />
<br />TRUSS SPAN - SHINGLE
<br />
<br />2' - 6" M A X ,
<br />
<br />28
<br />
<br />10
<br />
<br />I -1
<br />I '
<br />VARIES
<br />
<br />36
<br />
<br />32
<br />
<br />8
<br />7
<br />
<br />2X8
<br />
<br />2X10 2)(10
<br />
<br />2)(8
<br />2X8
<br />
<br />2)(8
<br />
<br />2X8
<br />
<br />2X8
<br />
<br />2X1012XI0 ZY10 2Xl0 2X10
<br />
<br />2)(8
<br />
<br />2X8 2Xl0 2)(10 i 2X10 2)(12
<br />
<br />2Xl0 2X10 2)(12 2X12 2X12
<br />
<br />
<br />2Xl0 2X12 2X12 12)(12 I
<br />
<br />2X12 2X12
<br />
<br />
<br />2X12 2)(12
<br />
<br />2X12 2X12 1
<br />
<br />2XJ~ t~
<br />D
<br />I - J
<br />
<br />- #5<1> W/U~,-L POURED SOLID
<br />
<br />I
<br />I
<br />I
<br />-t-- ~t--~
<br />
<br />.~ i ~Ll--,-,----
<br />, , ,
<br />.
<br />
<br />t_:~~-~- ,.
<br />
<br />KNOCKOUT BLOOCK
<br />WI #50 POURED
<br />SOUD -
<br />
<br />115~ DOWEL
<br />/ 6X6- #1 0 WWF OR
<br />// FiBER, lJESH , 51J/C "..0
<br />
<br />" ~~-'---'
<br />....~ ...:.-...._-
<br />~~ '~
<br />"'),
<br />
<br />I
<br />N
<br />
<br />KNOCKCU'" BLOOCK
<br />W / #5~ POURED
<br />SOuD ~
<br />
<br />W/#:.0
<br />
<br />
<br />I ~-~'-- ---
<br />~--,-- ",."
<br />,.....,
<br />
<br />~ KNOCKOUT BLOCK
<br />
<br />'~ ,..~'
<br />
<br />, ...
<br />
<br />'.'. '.
<br />. .. .
<br />
<br />FRECAST liNTEL
<br />w/ 1i50 POlRED SOliD
<br />
<br />
<br />
<br />
<br />~",."
<br />, ,
<br />.
<br />" ."
<br />
<br />KNOcr<OU T a:"OOCK
<br />POuRED SOl")
<br />
<br />. .'
<br />
<br />POURED SOL.ID <
<br />
<br />,,- )l; i,
<br />
<br />'.I'"
<br />
<br />--~
<br />
<br />S T A\DARD PERIMETER BEA"A
<br />/UNTEL eVER DoeR & '#NCQIf
<br />CPEf';:NGS
<br />
<br />'-'." ", .~. ~,
<br />
<br />~ # 50 __ 6 -.
<br />
<br />
<br />~RECAS f LINTEL ~ ~POWERS STEEL
<br />4'-0' OR GREATER SPAN PRODUCTS liNTEL
<br />
<br />/
<br />
<br />/I 51 -----
<br />
<br />..
<br />
<br />/- .-
<br />
<br />PRF"AST l
<br />, : ~ ~ ~HA),
<br />
<br />. -s" SPA',
<br />
<br />EXTERIO~H JYALL
<br />
<br />1.lliIIL DE1'AILS
<br />
<br />NOTE: PRECAST liNTELS "CAST CRETE"
<br />OR EOUAL.
<br />
<br />,~
<br />
<br />'i/r.."','"i._~-"'_
<br />
<br />...;~ ~
<br />
<br />
<br />...;t.;
<br />
<br />"~~~::
<br />
<br />NAILS @ 4' 0,(,
<br />
<br />~ 2-1/2" THRUBOL TS
<br />,0
<br />~r
<br />-::)1Jl
<br />-.J
<br /><{U')
<br /><{
<br />I
<br />()f-
<br />f-U')
<br />00
<br />Zd..
<br />
<br />~
<br />,r.,,-
<br />
<br />NAILING 8d
<br />
<br />PRE-ENGINEERED TRUSS
<br />AT 2'-0" O,C,
<br />1/2" PLYWOOD -
<br />COMMONS @ 6" oe, EDGES
<br />& 12" OC, INTERiOR
<br />
<br />
<br />
<br />- HCOP
<br />
<br />2" SuBFACIA -
<br />
<br />2"x4" BLOCKiNG @
<br />ALL PLYWOOD JOINTS
<br />2"x4" .{11 16" OC
<br />
<br />1/2" PLYWOOD NAIL & GLUE
<br />8d COMMONS @ 6" OC
<br />EDGES & 12" OC
<br />INTERMEDIATE
<br />
<br />
<br />ALT. TOP
<br />CONNECTION
<br />
<br />~-~
<br />----
<br />
<br />~
<br />
<br />-1/2"'h8" ANCHOR
<br />BOL T @ 4'-0" O,C,
<br />KNOCK-OUT BLOCK W/
<br />#5~ POURED SOLID
<br />
<br />
<br />~5~
<br />
<br />I
<br />FRAME WALL
<br />ABOVE MASONRY
<br />_y SEE F~OOR PLAN ,___~
<br />-f~'__ SEE >OUNDA TION PLAN -t:'.:f
<br />
<br />I I-I
<br />I
<br />
<br />
<br />I T-- -N::T -=,'1 - --
<br />Lr------jJ
<br />I I I I
<br />~L_____~J
<br />I I I I
<br />-rl ~Ir
<br />r~------Il
<br />I I I I
<br />, I I '
<br />~r -----1-1
<br />
<br />I 1ST Af\/DARD 118 MASONRY I I
<br />WALL REINFORCING
<br />'@ 16" O,C .
<br />
<br />L L _ _ _ _ _J J ~,
<br />I I I I
<br />i I I I ',~
<br />11 i'
<br />I I
<br />
<br />-----------------------
<br />
<br />--I-
<br />
<br />I
<br />
<br />"
<br />
<br />. WOOD BEAM
<br />
<br />.3X12X3/16"
<br />P L ATE S ----.......
<br />
<br />o o!
<br />
<br />fX2X3/16"
<br />.ANGLES
<br />1/4" T'
<br />.AND
<br />
<br />-., ,-,< ."-:,":;'-~'-.------'_""
<br />
<br />'H--f'-;~ ""."" "':'~"ii>---"
<br />
<br />,
<br />!?
<br />o
<br />
<br />l-
<br />I
<br />
<br />2 1/2" THRUBOL TS -
<br />
<br />
<br />3X12X3/16"
<br />PLATES
<br />
<br />2 1 /2" THRUBOLTS
<br />
<br />
<br />3/8" x4" HiLTI
<br />QUI K SOL T II
<br />
<br />ALUMINUMI POST DE'rAIL
<br />
<br />.
<br />
<br />
<br />,
<br />~
<br />
<br />--}-
<br />
<br />TYPICAL SHEAR PANEL
<br />
<br />
<br />~
<br />
<br />HCOP HURRICAN cUP
<br />--SP2 AT EACH STUD
<br />AL TERN A TE SIDES
<br />
<br />1 /2"~x8" ANCHOR BOLTS
<br />w/ 2 3/4"~xl/4" WASHERS
<br />
<br />VARIES
<br />
<br />-~
<br />
<br />SP1 AT EACH STuD
<br />AL TERNA TE SIDES
<br />2"x4" P T,
<br />1/2"<h8" ANCHOR BOLTS
<br />\ OR 1 /2""'x6" HI~ TI KWIK
<br />BOLT II @ 4'-0' O,C
<br />
<br />W/2" DiA WASHER
<br />
<br />o
<br />'~I
<br />'---
<br />! ~'- 4" ,
<br />/----/
<br />
<br />o
<br />
<br />2- #5~
<br />
<br />INTERIOR BEARING
<br />
<br />'1 .... ., v
<br />
<br />JDQ
<br />
<br />VAR:ES
<br />
<br />r-
<br />I
<br />
<br />x
<br /><{
<br />~
<br />
<br />"
<br />:..
<br />
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