|
<br />ROeF.NG ,:::'OMPONENTS (PER
<br />ROOFi'~G SPECiFICATIONS) ON
<br />Ei'iGiNEERED HOOD TRUSSES
<br />@24'. "TRUSS r-1FGR TO PRO\ 'DE
<br />ENGINEERED TRUSS DRAHING
<br />PACKAGE TO DYNAGRAPHICS
<br />FOR USE IN STRUC1l.JRAL DESiGN
<br />\/ERIFiCATlON PRIOR TO FINAL
<br />PERMIT DRAH!NG ISSUE
<br />
<br />
<br />PER ELEy
<br />/
<br />
<br />~ NSULATION
<br />/' F'ER SPEC,
<br />./ M,N, 5/8"
<br />~ DRYHALL OR
<br />1/2" rL= BD
<br />----.-=-'- '1 LL. ..
<br />
<br />SiMPSON METAI2
<br />OR JSP ETAI4
<br />EA. END EA, TRUSS
<br />
<br />FULL PERIr-1ETER BOND BM.
<br />8' CMI), 8" HIGH HI H'5
<br />CONT, 25" LAP CORNERS
<br />
<br />DET, E DET, K DET, I
<br />(DETAiLS PER POHER
<br />BOX LINTEL CATALOG)
<br />
<br />.... - 2 COURSES 8"x 16"
<br />CMU'S HI **5 REBAR
<br />
<br />"
<br />
<br />[1
<br />
<br />'.'
<br />. **5 REBAR
<br />
<br />EJ
<br />
<br />SOFFIT'
<br />F,ASGIA
<br />PER SPEC.
<br />
<br />TOP OF HI NDOH
<br />PER PLAN
<br />
<br />pc, LINTEL-POUR FULL
<br />(USE **5 IF SPAN OVER 0')
<br />ALUM, FRAME HI NDOH
<br />(SIZE PER PLAN)
<br />iNSTALL PER MFGR
<br />APPROVED DETAiLS,
<br />
<br />'T
<br />
<br />~
<br />Po~er Box Lintel
<br />8"x 16" 169a. Compo51te
<br />(See Lintel Schedule)
<br />REVISED 1/2~/2004
<br />
<br />SECTION
<br />
<br />1/2" ;.: 1'-0"
<br />
<br />"
<br />
<br />4"x 4" c.o.--
<br />HEADER
<br />BLOCK -
<br />Fii'iISH
<br />GRADE
<br />"
<br />
<br />P.C. CONe SILL
<br />
<br />8" HOLLOH CMU H/
<br />MIN. 1/2" DR'!HALL C>N
<br />I"x 2" PT. FURRING
<br />- iNSULATION PER SPEC,
<br />#5 VERTiCr'\L FROr-1
<br />SLAB TO BOND BM.
<br />@POURED CELL
<br />(PER FDN, PLAN)
<br />FOOT'i'~G L)OV'lELS: 1+5'S
<br />PER FDN, PLAN - EMBED
<br />0' MIN. INTO FTS. HI
<br />iO" '10' HeCK - LAP 25'
<br />@VERTICAe- +t5
<br />
<br />z
<br />
<br />
<br />cj
<br />"
<br />
<br />. "
<br />~"
<br />
<br />"
<br />
<br />0><0 HrA x HIA
<br />:::OR F BERHESH
<br />
<br />T
<br />,
<br />
<br />'J.
<br />0\
<br />
<br />"
<br />
<br />-"
<br />
<br />1'-4"
<br />
<br />8'x 0 FOOTING
<br />H, 2-#5 CONT.
<br />N, LAP 25")
<br />
<br />/
<br />
<br />61
<br />
<br />C11-411 MQ50nr~ ~QII
<br />.~IIX 16" Stem~QI FootIng
<br />REVISED 3/1Q/2002
<br />
<br />SECTION
<br />
<br />1/2 ;.:
<br />
<br />I -elll
<br />
<br />SIMPSON Ho
<br />OR USP MTHI2
<br />TRUSS TO BEAH
<br />
<br />
<br />
<br />
<br />GIRDER HOLD DOHN STRAPS-.
<br />MIN. UPLIFT;.: 1,3001b (I STRAP)
<br />HAX. UPliFT;.: 3020b (HAX. 2
<br />STRAPS)-FllL A[l NAil HOLES
<br />HlIOd i'lAiLS - DO NOT SPLIT
<br />GIRDER!! SIHPSON HET A20
<br />(MAX 18ClOlb UPLIFT EA) USP
<br />ETAI8 (HAX, 1,8101b UPLIFT EA)
<br />GIRDER TRUSS HAXIMUM 10 COURSE 8"
<br />8" BOND BM CHU (FillED CEllS NOT
<br />'A'II i*5 CONT REQ'D BET, K.o. BLOCKS
<br />n - . AND BOND 8M. EXCEPT
<br />.8" CHJ HI HHERE SHOHN ON PLAN)
<br />1-1+5 EA. CELL
<br />(POUR 2 CEllS)
<br />HlFTG. DOHEl
<br />EA. CELL
<br />
<br />SOFFITI
<br />FASCIA
<br />PER SPEC,
<br />
<br />8" CMU HlI-#5
<br />EACH CEll
<br />(POUR 2 CEllS)
<br />N/FTG. DOHEL
<br />EA. CELL
<br />
<br />8" PRECAST LINTEL -liP, FOR OPGS.
<br />HlI CRS K.o. BLOCKS 0'-0" TO 18'-0"
<br />POURED FULL H/~5 iN HlGIRDER TRUSS
<br />EACH - LAP ENDS 25" BEARING
<br />
<br />m Gfr'"der Trusses ~ ~lndo~/GQrQge Door
<br />'Onder'" 2,bOOlb UplIft HeQder oetQII For Gfrders
<br />
<br />f-!3' OPTION: FOR GIRDERS N/ 3,OOOLB OR lESS UPLIFT - USE
<br />\.::!J USP lPTA (2 MAX) LOCATE PER TRUSS LAYOUT, INSTAll PER
<br />CATALOG SPECIFICATIONS rOR UPliFT REQUiRED ON TRUSS DHGS.
<br />
<br />t:4' FOR UPliFT OVER 2000lBS:.
<br />'=V A. SIHPSON: HGT (3,cJ05Ib'? UPliFT) HGT-2 (10,cJ80Ibs UPLIFT)
<br />B. USP: USC TYPE (12,34010s UPl...;FT) SHAo (8lcJ5lbs UPLIFT)
<br />OR HUGT (<1,210Ibs UPLIFT)
<br />INSTAll PER HFGR SPECFICATIONS ,AND DETAILS
<br />
<br />~t;:~!;ON G)
<br />GIrder TrUS5 Hold-do~n5 Ma5onr~
<br />REVl5ED 4/15/2002
<br />
<br />):\l-dwg\Misc BUilders\DJ5-028-JOHNSON-2,dW9, 1/21/2005 10:10:54 AM, DSF
<br />
<br />2x4 BlOCKING-
<br />NAIL TO TOP OF
<br />BOTTOM CHORD
<br />OF 1st 2 TRUSSES-
<br />@4'-0"
<br />
<br />
<br />\
<br />-MIN, 5/8" DRYHAlL
<br />OR 1/2" CEILING BD,
<br />DIAPHRAGM
<br />-SIMPSON METAI2
<br />OR USP ETAI4
<br />EA. END EA. TRUSS
<br />-FULL PERIHETER BOND
<br />BM, 8" CMU. 8" HIGH
<br />HlI-**5 CONT, 25" lAP
<br />CORNER BARS
<br />
<br />G
<br />
<br />
<br />SECTION
<br />
<br />1/2" ;.: 1'-0"
<br />
<br />o
<br />
<br />
<br />PER ElEY
<br />/-
<br />SOFFITI
<br />FASCI/"
<br />PER SPEC.
<br />
<br />MIN, 5/8" pRYHAlL
<br />CEILING. (OPT. 1/2"
<br />Pl YHOOD OR OSB)
<br />~. .1-----......
<br />~SIHPSON METAI2
<br />OR USP ETAI4
<br />-8" P.C. LINTEL HI #5 CONT,
<br />SPAN BETHEEN COlS, HI MiN,
<br />8" BEARING EA. END CAP HlI
<br />CRS, 4" OR 8"x 10" CMU K.o,
<br />HI**5 CONT. POURED FUll HI
<br />VERT, #5'S @COLS, INTO K.o,
<br />TIE INTO BOND BM, Hl25"
<br />lAP @CORNERS
<br />
<br />-- #5 FROH SLAB TO
<br />TOP OF COLUMN
<br />@POURED CELLS
<br />
<br />OPTIONAL-8"x 8". 12"xI2"
<br />8"x 10", lo"x 10", OR
<br />24"x 24" COlUHNS
<br />PER PLAN
<br />
<br />4"x 4" C.O.
<br />
<br />FOOTING DOHElS: 1+5'S
<br />PER FDN, PLAN - EMBED
<br />0" MIN. INTO FTG, HI
<br />10" ClOo HOOK - LAP 25"
<br />- @VERTICAl #5
<br />~ OXO HIA x HIA
<br />OR F I BERMESH
<br />
<br />HEADER
<br />BLOCK
<br />--,,--:;. x ,-
<br />FiNISH % /,_ //, //,
<br />GRADE' ~~~NUMBER OF COURSES
<br />" ' ,,~~ @COlUMN PER LOT
<br />Z /~~{/ ~~ SLOPE REQUIREMENT
<br />z~~~' ,~"
<br />~.*~.,~%~ .
<br />'" ~~>A A A A ~"
<br />'~~~~,,~~~~8"x 10" FOOTING
<br />"'-'-/,v,v, HI 2-#5'S CONT,
<br />/--- 1'-4" /--- (MIN. LAP 25")
<br />
<br />- ......-......
<br />'t...... \JI
<br />W
<br />fi
<br />4:
<br />>
<br />......
<br />dJ
<br />......
<br />
<br />
<br />@
<br />MQ50nr~ Column And Beam
<br />8"x161 5tem~all FootIng
<br />REVISED 1/20/2004
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />
<br />z
<br />o
<br />i=
<br />4: .
<br />>1
<br />W'
<br />-1
<br />ill
<br />(i
<br />ill
<br />[L
<br />
<br />------------------------
<br />
<br />,/~""",""'/'
<br />
<br />---------
<br />..--,.../~- ~
<br />
<br />/'
<br />
<br />~ ROOF SHEA THING
<br />
<br />NAIL OUTRIGGERS
<br />TO TRUSSES
<br />-- DROP END TRUSS
<br />3-1/2" FOR 2"x 4"
<br />OUTRIGGERS @2'-0"
<br />(O'HANG PER ElEV.)
<br />II
<br />PREFABRICATED l
<br />HOOD T t)6.SES
<br />-...'- "-
<br />2"x 4" BLOCKING'
<br />-@4'-0" ON TOP
<br />_~~ OF BOT-=:~R~
<br />
<br />
<br />5/8" MIN, GYPSUM
<br />OR 1/2 CEILlNS BD,
<br />CEILING DIAPHRAGM
<br />FULL PERI METER BOND BM
<br />8" CMU, 8" HIGH HI 1-#5
<br />CONT. 25" LAP CORNERS
<br />
<br />
<br />,/
<br />~IHPSON H4~
<br />OR USP RT3
<br />@END TRUSS TO
<br />TO OUTRIGGER
<br />CONNS. (TYP)
<br />
<br />
<br />,
<br />
<br />15/32" PL YHOOD-
<br />OR 1/2" 05.B.
<br />SHEATHING-NAIL
<br />0" EDGES ~ INT,
<br />
<br />
<br />./
<br />
<br />SIMPSON METAI2-
<br />,oR USP ETAI4
<br />~O/E) @EA. END ~
<br />~'-O" HIDTH OF
<br />rBLE END TRUSS
<br />
<br />6j
<br />~5um cellIni DIaphragm
<br />rect TrU55 0 Ma5onr~
<br />\ End~all ConnectIon
<br />~ REVI~OO3 ~/
<br />
<br />,
<br />I
<br />f
<br />(
<br />\
<br />\
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />
<br />SIMPSON Ho
<br />OR USP MTHI2
<br />TRUSS TO BEAM -
<br />
<br />MIN, 5/8" pRYHAlL
<br />CEILING, (OPT, 1/2"
<br />- PL YHOOD OR OSB)
<br />L j ___"
<br />@ENDS OF 2-2"x 10" BMS,
<br />CONN, TO MASONRY HI:
<br />SIMPSON LUS210-2
<br />OR USP JUS210-2
<br />SIHPSON BC4.
<br />OR USP PCM44
<br />POST CAP
<br />(VERIFY UPliFT
<br />HlTRUSS DHGS.)
<br />
<br />SOFFIT/
<br />FASCIA
<br />PER SPEC
<br />
<br />z
<br />o
<br />i=
<br />4"x 4" OR o"x 6" P.T. POST 4:
<br />HlHOOD OR PREFAB. COL. >
<br />PER BUilDER, BRICK OR ~
<br />S1l.JCCO FACING OPTIONAL ill
<br />SIZE PER PLAN, (i
<br />W
<br />[L
<br />
<br />COLUMN BASE:
<br />SIMPSON ABU44
<br />OR USP P AU44
<br />FOOTING DOHElS:
<br />1-#5 @COLUMNS
<br />EMBED 0" MIN, INTO
<br />FTS. HlClOo 10' lG.
<br />HOOK EA END
<br />
<br />
<br />HEADER
<br />BLOCK
<br />FINISH
<br />GRADE, .
<br />~ ~~ 7x<'/'>::
<br />-, ;>~y)'::y)'. -;l:5%~~oxo HIA x HIA
<br />~I t~~ t~~~ OR FIBERMESH
<br />'J-' /0(v:~ / ~~<<
<br />N ~~~/ " . ~~"
<br />-I ~~. , )0~
<br />~~ d ";C<<'
<br />-, "/~~r~>>:>'l>>>:>f/>Y'~8"X 10" FOOTING
<br /><'< ",<<,\<<"'-<<,, -'- HI 2-#5 CONT.
<br />_{ 1'-4" 1- (MIN, 25" LAP)
<br />
<br />8"x
<br />
<br />@
<br />
<br />~ood Column
<br />16" Stem Y'{QII FootIng
<br />REVISED Of//22I2002
<br />
<br />SECTION
<br />
<br />1/2" ;.: 1'-0"
<br />
<br />
<br />
<br />= r-'1'
<br />~ >- r1
<br />
<br />
<br />= I
<br />cj
<br />......
<br />
<br />
<br />
<br />o
<br />-'
<br />..0
<br />jJ)
<br />
<br />40'-0"
<br />
<br />
<br />11'-4"
<br />
<br />---u---~----t
<br />---- --. ..---.-. ---~r
<br />I 11-211
<br />
<br />r -------------..--r
<br />
<br />! i
<br />, ,
<br />
<br />~
<br />,
<br />
<br />28'-8"
<br />" .-.---- --. ---------- --~~-_._.._-
<br />1
<br />1'-4" 10'-0" t 8'-8" ,&'-8" &'-2"
<br />- Jl--------__~- __~___~____ r ,-----1------
<br />
<br />
<br />LIlF III = ::.:= = = =. III
<br />r- -- - - - - - - - - r - - - - - - - - r - - -:~=- - -
<br />I :
<br />
<br />I
<br />I
<br />
<br />cj
<br />-'
<br />jJ)
<br />
<br />-+- -- -
<br />
<br />o
<br />,
<br />~
<br />
<br />
<br />'-. ..'
<br />--~
<br />
<br />FIELD ROUTE
<br />H/H DRAIN
<br />
<br />- - - - - - ~-{-....{.
<br />- F[I] I i
<br />I !
<br />---, 'w
<br />I
<br />I
<br />i
<br />i
<br />
<br />1Il= = :
<br />~--
<br />
<br />o
<br />-'
<br />g d;J
<br />
<br />I
<br />I
<br />I
<br />L
<br />I
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<br />
<br />-,
<br />
<br />I~
<br />
<br />
<br />cj
<br />
<br />dJ
<br />,
<br />dJ
<br />
<br />6'-4"
<br />
<br />I
<br />
<br />"-4''] i
<br />
<br />~I
<br />F I
<br />FIIl I
<br />r _J
<br />
<br />DROP SHOHER 4" i
<br />
<br />-~
<br />~I
<br />-' I
<br />-J
<br />- r
<br />
<br />10'-0"
<br />
<br />~I
<br />
<br />i
<br />
<br />I
<br />-~ I
<br />- - I
<br />t
<br />I~
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I I
<br />I F I
<br />I~
<br />I
<br />I I
<br />I
<br />I
<br />~
<br />I
<br />I
<br />I
<br />I
<br />I I
<br />~~-l
<br />
<br />F I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />o
<br />-'
<br />'0
<br />U\
<br />
<br />4" THK, CCNCRETE SLAB-ON GRADE
<br />(MI~, 2,500PSI) H/o x 0 HIA x HIA
<br />HiRE tflESH OVER i'1IN. 0 Mil VISQUEEN ON
<br />ClEAN)TERMITE TREATED FILL, COMPACTED
<br />TO 1'1'1'\, 2.500PSF, (FIBER MESH OPT J
<br />REBAR TO BE MIN. oO,OOOPSI RATED
<br />~D(t'0 rrJ;' ..,-Ti\Nr--nV\ fZN,
<br />flN'I1 \.-. -r",-)~vn1,\ flJ"'-l l' 5']\ \.. ~/~:t
<br />
<br />.s 't}} t'-. i3 t. JIJ'..) r l{l Jt-r f-thJ..f1 rJ~ Ji-L
<br />NOTES: fYf'1't. )L.. c.J);' t/I'4)~ 1('\(>1~.,-CTt '4--.)
<br />I, ~ F ;.: FOOTINS DOHEl ~ POURED CELL HlI #5 FROH SLlAB
<br />TO BOND BEAM. DOHElS: Cloo-IO" LG, HOOK - MIN, EHBED.
<br />5" INTO 8" FOOTINSS AND 0" IN ALL OTHERS MIN. lAP @
<br />VERTICAL HAll RE'NFORCEMENT;.: 25"
<br />2. FOUNDATION CONTRACTOR TO VERIFY LOCATIONS OF
<br />REINFORCEMENT NEAR OPENINGS (FLOOR/FOUNDATION PLANS)
<br />3, All EXTERIOR HALLS ARE ENGINEERED AS SHEAR HAllS
<br />SHEARHAlLS FOR SIDE ~ ENDHALlS CONFORH TO MIN, DESIGN
<br />REQUIREMENTS OF FBC 2001 AND PROVISIONS OF THE NATIONAL
<br />CONCRElF MASONRY ASSOC, SPECIFICATION AND ACI 530
<br />(BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES)
<br />4, fOUNDATION PLAN IS VALID AS SHOHN UNLESS ADDITIONAL
<br />REQUIREHENTS ARE INDICATED ON SOILS TEST REPORT NOT
<br />AVAilABLE TO ENGINEER OF RECORD PRIOR TO THIS DESIGN
<br />
<br />1-;-1
<br />dJ
<br />
<br />-
<br />,
<br />cj
<br />
<br />tf\
<br />-'
<br />r-
<br />
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<br />cj
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<br />!:::
<br />
<br />Nl
<br />,
<br />dJ
<br />
<br />
<br />"
<br />I
<br />dJ
<br />
<br />NOTE: PLUMBER TO VERIFY
<br />LOCATION OF FIX1l.JRES
<br />
<br />NOTE: FOUNDATION CONTRACTOR
<br />TO VERIFY PLACEMENT OF STEEL
<br />REINFORCEMENT CLEARS HINDOH
<br />OPENINGS (VERIFY HlFLOOR PLAN)
<br />
<br />ID'A'lr~\,=
<br />, ,Y'"" I
<br />i I II :)
<br />.J 1.'- _ ~
<br />
<br />DRYER VENT
<br />(FIELD ROUTE)
<br />
<br />I
<br />
<br />.-. -.-----01'-
<br />
<br />DRYER HASHER
<br />
<br />=-
<br />
<br />1'-5"
<br />
<br />11'-&"
<br />
<br />[i
<br />s:
<br />::r:
<br />\f.
<br />.....
<br />iD
<br />F
<br />Ul
<br />
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<br />').
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<br />r-
<br />
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<br />I II
<br />r II
<br />I :1
<br />L 11 I
<br />t!ll
<br />F I
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<br />I
<br />t!ll
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<br />I
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<br />I
<br />I
<br />
<br />: [l]F L - _ - =1[1]; - -;[I]C: - ~ - - - - -- - - - -- - F III I I
<br />
<br />I III - - - ___---1. - - - - ~ I -l ~ I N1 TE: GARASE DOOR 1
<br />5'-10" 2'-cJ" I I DESI N HIND PRESSURE (D I P)
<br />~ ~ _ ~f - . I ~ I 2 POS.l23 NEG. PSF I
<br />~ 18'-8" D.. _1.1'-4' INSTAll ER MFGR SPECIFIC1TIONS
<br />-l 11 I FOR ASONRY HALL OPENI GS
<br />I \JI I I 110 PH BASIC HIND SPEE
<br />IFF F I I I
<br />
<br />_ _ _ _ _ _ -.J L _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
<br />
<br />------ ------ ~ -------- [1][1] --- --- [I] I
<br />
<br />- - 5'.2~ - -- r-4L- - 5~8~ - - T-:.r - - -- - 8-o~ - - - f~ - - - - :'-0- - - -1.:.r
<br />
<br />20'-0" 20'-0" I
<br />
<br />L
<br />
<br />21'-11"
<br />
<br />l
<br />~
<br />
<br />HlH
<br />
<br />
<br />2'-1"
<br />
<br />'t
<br />
<br />2'-11"
<br />
<br />4'-5"
<br />
<br />N
<br />
<br />~I
<br />F I
<br />I
<br />~
<br />I
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<br />I
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<br />,
<br />..0
<br />
<br />A FOUNDATION SURVEY SHALL BE PERFORMED /
<br />AND A COPY OF THE SURVEY SHAll BE ON THE
<br />SITE FOR THE BUilDING INSPECTORS USE, OR, All
<br />PROPERlY MARKERS SHALL BE EXPOSED AND A
<br />STRIN& ATTACHED FROM MARKER TO :1ARKER TO
<br />VERIFY REQUIRED SETBACKS.
<br />
<br />FIELD ROUTE
<br />AHU DRAIN
<br />
<br />L
<br />I
<br />
<br />12'-4"
<br />
<br />1'-0"
<br />
<br />~~
<br />
<br />All PLUMBIN&, ELECTRICAL AND MECHANICAL
<br />ROUSH-INS MUST BE COMPLETE1 INSPECTED AND
<br />APPROVED BEFORE REQUEST,NS A FRAMING
<br />INSPECTION, (FBC 105.0)
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<br />1'-4" ~ 5'-2" 1'-4"
<br />~
<br />
<br />SECTION NUMBER~
<br />
<br />~;:- ~~<?N @
<br />PAiSE NUMBER SECTION IS~
<br />TAKEN FROM OR DETAIL
<br />IS DR.A0lN ON
<br />
<br />
<br />40'-0"
<br />
<br />
<br />Foundation Pion
<br />1/41 :I 11-0"
<br />
<br />BUilDER TO VERIFY DIMENSIONS FOR
<br />LOCA TION OF SIRDER TRUSSES
<br />HITH FINAL TRUSS ENGINEERING DRAHINGS
<br />
<br />BUILDER OPTION: POHER BOX LINTELS.
<br />FOR CLEAR SPANS 22'-0" TO 30'-0" USE
<br />POHER BOX LINTEL (8"x [0" 16go COMPOSITE)
<br />HI#5 IN 8"x 10" CMU'S. (PER PO HERS STEEL
<br />CATAlOS)(MAY REPLACE MASONRY LINTELS)
<br />INSTAll PER SECTION "PBL"
<br />
<br />C.ONNECTOR SCHEDULE
<br />SIMPSON v=,p ROOFINS SPECIFICATIONS:
<br />stoc.k NIJrl'lI:::>er t.,p 11ft stoc.lc:. NI.IfYIber t.,pllft: I, ROOFINS COHPONENTS SHALL CONFORM TO FBC 2001
<br />SECTION 1501 MATERIAL AND INSTALLATION REQUIREMENTS
<br />H25 415 RTI 585 FOR THE BASIC HIND SPEED SHOHN IN THE DESIGN lOADS,
<br />SHINGLES SHAll MEET ALL REQUIREMEtlTS OF ASTl'1 D3161
<br />H3 455 RT3 415 (INSTAllATION HETHODS, FASTENERS AND MATERIALS)
<br />H4 360 RT3 415 PROOF OF COMPLIANCE SHAll BE PROVIDED AT THE JOB
<br />SITE FOR ROOFINS INSPECTIONS,
<br />Ho Cll5 RT20 1105 2, ROOFING TO BE INSTALLED ON PRE-ENSINEERED HOOD
<br />HIO Cl05 RTlo '150 TRUSS SYSTEM 24" (UNLESS OTHERHISE SPECIFIED)
<br />METAI2 810 ETAI4 '1cJ5 3, ROOF STRUC1l.JRAL PANELS: HIN, 15/32" PL YHOOD OR
<br />1/2" 05.B, Hl8d COHMON NAilS @o" EDGES AND 0"
<br />METAl 4 1,240 ETAlo 1,245 INTERMEDIATE,
<br />\-JET A20 1,400 ET A20 1,145 4, UNDERLAYMENT: 15LB FELTON ROOF DECKINS PER ASTM
<br />D226 TYPE I OR ASTM D480Cl TYPE I, (ROOF SLOPES
<br />Al3U44 2,200 P AU44 2,240 OF 2: 12 - 4: 12 REQUIRE 2 lAYERS OF UNDERLAYMENT),
<br />ABJ66 2;300 PALJ60 2,350 5. HETAl ROOFING SHALL COMPLY HlFBC 2001 1501.5.3 ~
<br />TABLE 1501.5.3 (AS REQU IRED)
<br />BeA cJ80 PCM44 1,3'15 0, FLASHING SHALL COMPLY HITH FBC 1501.3,Cl
<br />l3C40 '180 PCM46 1.3'15 1, DRIP ED6E SHAll COMPLY HITH FBC 2001 1501.3,Cl.3
<br />PC40 1,410 PCM46 1,3'15 8. CRICKETS SHALL COMPLY HITH FBC 2001 1501.3,ClA
<br />Ll!S210-2 1,110 .JJS210-2 I,Cl80
<br />LLJS214-2 1.110 .JJS214-2 1,'180 DESIGN LOADS: Pions Designed and E~lneered
<br /> In Accordonc.e Hlth F 2001 .-
<br />FHA'1 135 KFHA'1 130 Basic Hind Speed IIOMPH Sect, 1&0&. IIOMPH Boslc HInd Speed
<br /> Exposl.!re cotogory: B INffRPOLAffD FROH FBC NINO ZONE HAP
<br />MTSI2 1,000 MTHI2 1.055 Mlchoe I A, Robinson, P.E,
<br /> Importonce Foetor: I FL 28311
<br />LTSI2 TI5 LPTA 1,535
<br /> Internol PreSSl!re CoeL: :tl8
<br />LTSlo 115 LTHI6 115
<br />MBHA35ol'125 2.'130 NFMH34'125 1,250 Roof: LL 20PSF
<br />-, DL 10PSF MIN.
<br />LFTA 1,205 KLFTA 1.020
<br /> L1vln.::a Areo: lL 40PSF JV' i\i~
<br />HI5 1,300 HD2X 10415 DL 15PSF
<br />Hlo IpOO RT22F 1,565 6oroge Slob: 50PSF MIN,
<br />M67 3,%5 HTT22 5,310 components ~ Cloddlng
<br />HGT-3 10,530 HU6'i'-3 Cl,TI 0 DesIgn Hind Pressl!re (DHP):
<br />POS,/NE6,30PSF
<br />H6T-4 cJ,250 HU6T -4 cJ ,TI 0
<br />
<br />~INOOWDOOR INSTALLATION:
<br />I NS TALL HI NDOHS AND DOORS FOR
<br />SPECIFIED DESISN HIND LOAD PRESSURE
<br />PER FBC 2001 (CH. 10, 1101.4.1 4 1101.4.3)
<br />DESIGN HIND PRESSURE = 30PSF:t - VERIFY
<br />FOR INDIVIDUAL HINDOHS/DOOR5
<br />PER HIND ZONE LOCATIONS AND PER
<br />MANUFAC1l.JRER SPECIFICATIONS,
<br />INSTAllATION PER MFSR. SPECS.
<br />AND ENSINEERINS DHG. DETAilS
<br />(FURNISHED BY HINDOWDOOR MFSR)
<br />
<br />REVISIONS 1 BY
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<br />CHLJ'S HI #5 REBAR
<br />
<br />POHER BOX LINTEL (TYP)
<br />8"xio' 10']0 COMPOSITE
<br />CLEAR SPANS FROM
<br />22'-0" TO 30'-0"
<br />(HARK NUHBERS:
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<br />HIN. 5/8" DRYHALL
<br />CEiLING, (OPT. 1/2"
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<br />HASONRY CONN, @
<br />E!'IDS OF 2-2"x 10"S:
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<br />D.S.F.
<br />CHECKED BY
<br />F,H,F, 1/20/05
<br />DATE
<br />01/IQ/05
<br />SCALE
<br />AS NOTED
<br />
<br />SHEET
<br />
<br />2
<br />
<br />OF 2 SHEETS
<br />JOB No,
<br />DJ5-028
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