|
<br />r
<br />
<br />'--
<br />
<br />_ ~..r _ ...
<br />
<br />~-........ ~ .-.
<br />
<br />- ....,.......-
<br />
<br />, "
<br />
<br />"'..<r r ,-.,. ,- r'-,--
<br />~....
<br />
<br />-
<br />
<br />~'
<br />
<br />Part Number ConversIon Chart
<br />No19: This OOO'.ersior! chart is tOt rerereo(.~ ooty. '1arlatloo in produd SpOClrlCatJoos as"'td capaOllities wilt exist fOt simlfat PlOO1.JI:.".I.
<br />
<br />~
<br />
<br />Simpson
<br />A)5
<br />~<i
<br />"84-41 "8€<<
<br />AeMt'A8f~
<br />A8VJI "at: ~
<br />
<br />act
<br />8C4IJ
<br />~
<br />
<br />, ..."
<br />
<br />C844
<br />~
<br />(;84a
<br />C866
<br />(8M
<br />C8610
<br />~12
<br />ceaa
<br />C8310
<br />C8312
<br />C81010
<br />C81012
<br />(;81212
<br />CCJ tl44
<br />eel t/~
<br />ewe 106
<br />CW8126
<br />CC<<
<br />C~
<br />CCSI 1:C.~
<br />CCS tl4-.1
<br />CCM
<br />CC~
<br />C~
<br />CC/IJ
<br />Cl)T1
<br />~73
<br />0:0&
<br />J 'Ccaa
<br />CC96
<br />CC"'J8
<br />CC101J
<br />CW8106
<br />CW8121J
<br />
<br />EP844
<br />EP846
<br />EP86&
<br />ETA11J
<br />ET A20
<br />ETAn
<br />fHA9
<br />mA12
<br />fHAla
<br />FHAl4
<br />FHA30
<br />fHA12
<br />mA1S
<br />FHAl4
<br />FHA30
<br />
<br />Gla.SA
<br />GLaSS
<br />
<br />r
<br />~ .,
<br />
<br />Product
<br />Code
<br />AD2B
<br />AD5B
<br />A07A
<br />
<br />Hughes
<br />FM
<br />FAOF
<br />PMX40
<br />PMX60
<br />PMXIJ
<br />
<br />Simpson
<br />Gt8.5C
<br />~l8~
<br />GtelA
<br />Gle78
<br />GlB7C
<br />Q.BIO
<br />Gl8rS12
<br />Gt8T~12
<br />Gl8TS11J
<br />Glar~16
<br />GlBrS20
<br />GtBrm
<br />Glns
<br />GUl
<br />GtTlS
<br />
<br />Hughes
<br />Bass, 1
<br />H8B,,,~
<br />l-f8se-s
<br />Ha~1J
<br />}jos.e- ,
<br />.il;}~a
<br />EHasS12
<br />&as.s12
<br />V~S511j
<br />E/-I&&515
<br />W8-S5'-'O
<br />018&8''-'0
<br />8IJhS S
<br />BUHl
<br />SUH 1. S
<br />
<br />Simp(ort
<br />
<br />Ht/J10f.)t2IJ14
<br />HVlllJ
<br />H\H8
<br />IHJ~8
<br />HlJ410
<br />HJIJ411)
<br />IN4t 2
<br />HJ~J.'2
<br />.111J414
<br />H1A;416' "
<br />I(N~
<br />HN4S
<br />H"'410
<br />I/W412
<br />I rlH t4
<br />HW411J
<br />H'/,M
<br />If....M
<br />;;1"610
<br />H(.612
<br />H/.614
<br />H'M11J
<br />H Ne.5
<br />l'flrM
<br />HIt'810
<br />HWS12
<br />hWSt4
<br />I((iS1S
<br />
<br />llSS
<br />If,S10
<br />lfS12
<br />lrlite
<br />lTS1S
<br />uSIa
<br />LfS20
<br />L t,.;.P2 4ll IJ2 e
<br />l1,;P26'llt26
<br />lI.;PZM,UP210
<br />lV2M.l1210
<br />
<br />PC4Xt
<br />FCUS
<br />PC;.6XIj
<br />
<br />0044;
<br />~
<br />C04IJ
<br />COM
<br />CQ68,
<br />C~lt)
<br />C~I~
<br />ccaa'
<br />~10
<br />~12
<br />COl0l0
<br />C01012
<br />C01212
<br />Hf'..c:?1 s.c
<br />HCC)25-~
<br />war9
<br />'r'w1Htt
<br />HCC<<
<br />HCC41J
<br />HC(.525-6
<br />HCC.52S- a
<br />HeCM
<br />HCC608
<br />hCC68
<br />HCC1&
<br />HCCl1
<br />HeC78
<br />HCC~
<br />I-tCC08
<br />HCCSoS
<br />l1f:c~
<br />11CC 1 06
<br />wan
<br />war11
<br />
<br />EA......
<br />EA46
<br />p6IJ
<br />rA16
<br />rA20
<br />rAn
<br />Rrt0112
<br />SH12l '2
<br />Afl8112
<br />I. !)TZ4112
<br />Ar3Q112
<br />ViS 12
<br />EHS'S
<br />Elisze
<br />&S)()
<br />
<br />Ht HCS
<br />}~ HeR
<br />P2.~H5 HCOPl
<br />P2.5.'H5 Hf'..-OPR
<br />li.l HCRH 13
<br />Ii) HeLH1S
<br />U4 liCLH
<br />Ii. hCArt
<br />H6 He20
<br />Hl0 HeIO
<br />l102A A0<:9
<br />1-10~ AO~
<br />!-<07A A01A
<br />HGLM maS-'
<br />HGlBa EHBSa
<br />HGlOC EH8SC
<br />HCtao meso
<br />HGl13 BUH3
<br />HGl TS SUBS
<br />11G\.T9 BUlt?
<br />Hl:n . fL')J
<br />J-i\.)5 HA)5
<br />HU1 IWT
<br />1"-~1 HAS]
<br />1"-55 HA5S
<br />Hl51 HA51
<br />Hl~ HA~
<br />Hl~ HA46
<br />Hl49 HA49
<br />Hl1J BAn
<br />Ht76 HA76
<br />Ht7g HAn
<br />liP AHO-l2 KHP AH022
<br />HU26 UH2wm~
<br />HU2a um8
<br />HU210 UH21M12
<br />~12 UIi21M12
<br />I-IVZt4 UH21M12
<br />1-IV2~2 Uli2.26
<br />HH\j2~2 UHZ-26
<br />IiUZB-2 VHl-28
<br />HHW8-2 1)H2'28
<br />H1J2ll.2 I UH2.210
<br />HHV21Z.2' VH2.210
<br />HI1V214- 2 ."HJH21 0- 2
<br />BHU21~2 EIilJH210-2
<br />HU36 UHJ6
<br />H\J38 UH3a
<br />
<br />MoM
<br />M.'S T21
<br />MST31
<br />M'S US
<br />MST60
<br />J.,4Sr A9
<br />MsrA12
<br />MSTA1S
<br />MS r A I a
<br />MS r A21
<br />MTS15
<br />MrS18
<br />MTS20
<br />
<br />PNill4Z
<br />
<br />SPl
<br />SP4
<br />SP6
<br />spa
<br />sr')
<br />ST12
<br />ST1S
<br />
<br />haS~5
<br />H8SS~
<br />
<br />.'
<br />. "",...
<br />
<br />Hughes
<br />
<br />UkJ1M12
<br />UH)l(Yit2
<br />UH40
<br />UH4S
<br />Uli43
<br />UH~
<br />UH48
<br />EHUH41~N
<br />[HUH41/) N
<br />EHUH 1 0- r.
<br />H'NlJlH;<6
<br />~(NlJH4xa
<br />HMJHe;(10
<br />liNUHU12
<br />HWlJHU 14
<br />HMJHU15
<br />H'Ir'lJH~X6
<br />HWI..'l~xa
<br />H'MJI~X 1 0
<br />H'MJHM12
<br />IM1JH~X 14
<br />HM.;I~X16
<br />Hwtll~8
<br />HWlJH8XS
<br />IfM.,lH8Xl0
<br />Ifo'v"UHSXt2
<br />HW1JH8X 14
<br />HYr1...' ~X 16
<br />
<br />RT8fW
<br />RTlOrw
<br />RT12fW
<br />R fle r.v
<br />RTl6rw
<br />Ar"rw
<br />Ar~rw
<br />ltl20
<br />EUH268
<br />
<br />El"..Va.1Q
<br />
<br />MS
<br />Hsr21
<br />liS 137
<br />liS HS
<br />HST60
<br />ATlOl8
<br />AT1218
<br />ArtS18
<br />ATlSla
<br />AT2'21 s
<br />Rfl6fW
<br />ATlaWi
<br />AT20fW
<br />
<br />KP AHD42
<br />
<br />HC520
<br />TP4X
<br />rp6X
<br />TPax
<br />HS9.AT10
<br />HS12/AT'2
<br />HSl8.RT1S
<br />
<br />Simpson
<br />STn
<br />SlJI\\.~
<br />SUAA.210
<br />
<br />I a'-'O
<br />r021
<br />n~21
<br />T HA2l]
<br />fWo218
<br />rnA21H
<br />TlV21/12
<br />rHA4 t3
<br />TliA41 "
<br />THG2A
<br />THG3A
<br />fl-j(J4A
<br />TPA37
<br />rPA39
<br />r?35
<br />T !>)')
<br />TP1"
<br />TNS
<br />IPH
<br />TP41
<br />TP4"
<br />Tp"
<br />T59
<br />T512
<br />",a
<br />TSL.2
<br />
<br />" '. ,
<br />
<br />Hughn
<br />hSnlHn
<br />IJlf2~
<br />1Jlf28lJA
<br />
<br />H..'O
<br />Je21
<br />JHJolU
<br />JHAln
<br />";~21S
<br />JHA2.2t3
<br />Jl~2.218
<br />.IliA41 J
<br />J.iA41 t
<br />fGHl
<br />TGB)
<br />TQi4
<br />f ?)xl'Mi
<br />f P1X 'hi, f:'
<br />ff-))(SMi
<br />f ?)X1',\'H
<br />fPJ.( ItMi
<br />fP....5'Nlf
<br />fP04A.rMi
<br />FP4X9\'M
<br />fP4XIlMi
<br />fP5X1Nlf
<br />R'tIIJIW ·
<br />RTurN
<br />ArtSrw
<br />AT22rw
<br />
<br />\)24 UH2e
<br />we UH2S
<br />\)210 UHZ3
<br />\)21. UH21~12
<br />IJ2"lN2&-1 1.M2.25
<br />t';~2 UH2.;:a
<br />tJlI~2 UH2.21"
<br />. 1'34.'\).36 UH36
<br />VJIO UH38
<br />Vll0 UH31Ut1'2
<br />U"''''lJ~ UH4IJ
<br />U4 TO t.'H4IJ
<br />
<br />N26
<br />W2S
<br />.Y210.
<br />Wl12
<br />W2U
<br />m18
<br />WYJ
<br />W38
<br />WJ10
<br />M3106
<br />\\'8126
<br />WNP312
<br />WNP314
<br />WNP316
<br />WNP26-2
<br />WNP2IZ
<br />....t.Pl' ~ '1
<br />....1'-4r>2'~1
<br />Wl't~.::J""'~
<br />....~/P.lI6>-l
<br />
<br />U i AO'.
<br />. C NEW )
<br />
<br />1.1..
<br />
<br />A029
<br />
<br />AOIA
<br />
<br />:~~scrlptlon
<br />: AochOt downs 8"
<br />Anchor downs
<br />Anchor downs
<br />
<br />Bolt Schedule
<br />To To
<br />Stud Conere'te
<br />,
<br />(2}5IS.MB (1 )5/8" Aa .
<br />(2)3I4'MB 1(1)3I4"A~
<br />(3)7/S"MB (1)1-1/a"",O
<br />
<br />Anc'hot Bolt
<br />Embedment
<br />(Inches)
<br />9
<br />11
<br />19
<br />
<br />H
<br />
<br />9-318"
<br />14-314"
<br />
<br />HIP & ,JACK HANGERS
<br />
<br />- The ri~t hip and jack hanger that works right or left hqnd
<br />Face Illounls 10 2X6 or 2X8 girder chord :
<br />- Easy flailing flanges avoid the plated areas. Impressions in
<br />seat td~1i9n with panel point for perfect location. or hanger
<br />can bo Inslalled after comer truss is set. .
<br />- Heavy 12 gauge galvan;led steel. 3-1/4" seat bearin'J~
<br />- NER ~eportlN64 '
<br />
<br />H' h'JH2X8
<br />IfMJHlX8
<br />).NNH2X10
<br />IfJ\IlJH2X12
<br />1f~14
<br />H'NIJl~lXI8
<br />I i\'t'lJH')x6
<br />HVr'UliJXS
<br />l1W'JH3X 1 0
<br />we 1 0
<br />\'.''.3 , 2
<br />"",'v"UH) )1.11.
<br />H'M ~)( l~
<br />w.'Jl~)$r6
<br />W''''\JI'''' V.6
<br />"I>',\Wl-J ."
<br />>(NI.J}U.-.'IX , 0
<br />~JH1,2Xt2
<br />WI\JH22XlC
<br />kM;lq.2X16
<br />
<br />~
<br />
<br />!ypical AD58 \
<br />"'~laIla tion off
<br />Sh. plal' -
<br />provides ItIt '
<br />$3ITle 1oa4 as ' ,~
<br />1tI. AD58 ....
<br />iI"I~lal1ed (j(\
<br />tl':.p1alt, I
<br />
<br />I
<br />
<br />
<br />(,% \
<br />. ~ I . . .
<br />=.,. - - ~.: ~ '.'
<br />. ~... . ~ . o..~ ~J
<br />.~.~};~ 2;0:.~~
<br />.......59
<br />T ypicallnslallali;)n
<br />
<br />..~
<br />
<br />\(l~tal
<br />""a~
<br />
<br />-1
<br />~
<br />
<br />"" Typical Mulll-
<br />~ Down
<br />Us.l9.
<br />. - ~ To ~ ~l\ IlJlload capao
<br />._ to. staled ;, Itl' 'able. Sh. mil
<br />.-.- y mum bolt El()oj dislaoct klI
<br />at ~ do..,.s is 7 ~
<br />_ ltIe sM oJiarr'~'eI, This
<br />~ -1 di~laoc. is avlomaocally
<br />Joist I desio)'lo-J into at KeMP
<br />ar.dloI dvwns exci1A !he
<br />......._ SIW A02. A05I1i:14AOI, The
<br />-,-- , ~ M<J dif~ may be
<br />...__ lI"lC(easoo as (iocessafy
<br />_.. - ~ wi\ho::U ~oc~ th. load
<br />.-c,: ~ Iri~la' capacily \Xov;.j..-..j ltIallhe
<br />~ Wash&fS ~ IlIA is ~ (]Vel.
<br />lOrqued I'ftlicll Could !oplit
<br />!he sw .
<br />
<br />......
<br />
<br />l1'w'eaoJed ROO
<br />
<br />~
<br />
<br />,
<br />
<br />-
<br />
<br />DesIgn loads (Ibs) .
<br />Stud ThIckness (Inchet)
<br />2 2-112 3 3-112
<br />2585 3035 3265 3300
<br />3135 ;)850 4385 ~
<br />~10 6440 0050 ~
<br />
<br />1-112
<br />1965
<br />2365
<br />323."
<br />
<br />5-112
<br />3315
<br />4765
<br />9555
<br />
<br />P'll i
<br />r..? '
<br />
<br />~::M ~ ;~t>
<br />~:=::::~~ . :-:-:.
<br />
<br />t
<br />
<br />Jl
<br />
<br />LEFT
<br />
<br />RIGHT
<br />
<br />~
<br />
<br />~
<br />
<br />~~~f: -~
<br />.-.--- ..-. J
<br />--- --- --..
<br />.. ... ... .. .. .. --..- ..- --.-
<br />
<br />--------....,-
<br />
<br />, .
<br />
<br />Allowabfe Loads (Ibs) For SYP or DFU
<br />
<br />Product HIp Jack Fasteners .
<br />
<br />Code Normal 115% 1250/0 Uplift Normal 115% 125% Uplift Header. Hip Jack
<br />THoJ 26 1645 1890 18,('l 1010 500 575 575
<br />~'v 720 16-16<1 7-tOd S-1Od
<br />THJ 28 2010 2310 25CQ 1300 670 710 830 720 20-16<1 9-1Od S-lOd
<br />
<br />:~~eadSper mus-I b~ 2 p~ for require<J nail perlelration. Header naJ$ may be clirXhed on sj/)lJle ply to obtain allowable loads
<br />or f"UC\}. PIne. Fir reduce allowab!e Ioad.s by 20%. '
<br />
<br />~~~
<br />L~ ~--~ "
<br />.~ ~-:i @:
<br />~ 'tir----::
<br />"-1,:, \
<br />- ~~
<br />
<br />F:
<br />
<br />HD2X
<br />Truss Hold lJown Strap
<br />12711# Uplift
<br />
<br />--.~.:w"-:P'~- ~
<br />
<br />"'l"V"lf..... Ll
<br />
<br />^'
<br />
<br />AT 22JW
<br />I Rafter 'ne,r""";sted
<br />!..359il Up~i!~. _
<br />
<br />TP4X
<br />I Top Plate Anchor
<br />1800# Uplift
<br />
<br />".... ..............
<br />
<br />..:-
<br />
<br />.
<br />
<br />J.in i ~t19Q ___ J:I..... _
<br />
<br />1/M!!II#'~~"1:>1a1 III
<br />
<br />............ If-.a~ ~"""I"'" .~.......~ ~
<br />
<br />......;... .....
<br />
<br />..
<br />~
<br />
<br />(
<br />(
<br />
<br />1
<br />. I
<br />. .
<br />I .
<br />
<br />~.~
<br />~~
<br />kl>
<br />
<br />1
<br />.....
<br />
<br />I~. I
<br />
<br />-_._.. ,.' -.---. -, .-.~.--- 'r--~'
<br />
<br />...
<br />
<br />1 ~ 1
<br />
<br />.
<br />
<br />. -", r~''\-v--'''''''- ---- ""_,'~'.~
<br />, ,-,"
<br />
<br />. ~. ;"'" -. ..,....;.'~ ~ "-.'.
<br />
<br />~ -~'":~ ,',"'-- "'::.7' >'; -'-~:.--;'''':--~T. ; ~-~'~_'----;''",.?~;"".-j''7 .-:..-:.~. .~~~~.V '--.,~-:'\r~,~ -'~'7-
<br />
<br />.......~;o'"-- - ~._~
<br />. -
<br />
<br />.. :.,.-'..- --r '-.' -'
<br />
<br />~ ..- fL
<br />
<br />. '.bd, . ~l",~T
<br />
<br />If . ....'. f. f4'~U'" ~, ~
<br />,
<br />
<br />~~~.~~~
<br />
<br />I
<br />"
<br />
<br />AN,CHOR DOWNS
<br />
<br />- UgNer anchor down device with greater load capaCity
<br />- No ~asher r~uired. utilizes load transrer plate '
<br />- Anct.OfS vertif;al wood members to roundations to resist uplifts
<br />due tU overturning
<br />- An~s m~y be used to transfer tension loads bet\\een floors
<br />- Addl~al sIzes avaIlable by special order ,. I
<br />- Comphance Report pending. see page 3 /}{' r~
<br />· ICBO Evaluation Report No. 2894 ".. ~,~ " '"'
<br />>-e ' f "~'J .'J "J~'
<br />r( >{ ~ '" ..~:;;. ~~ :,' r
<br />
<br />'U ::,. I
<br />>>y rl ",. r
<br />,I>~' ~ It I , I :~~r.
<br />>~,:r>~. :~:i,:r"Y ~:'"
<br />
<br />If
<br />'>~~;r~
<br />
<br />Product Qt'tl
<br />Code JQist Silt BOll
<br />UB 2.4 2X4 tOO
<br />UIi Z~ 2X6 00
<br />-~I-.
<br />UH a 2xa 59
<br />"(;1f2f&2T2 2:< t Cw' 1 i - [5ir'
<br />Ulf 2.26 (2 ta)t<~ 'JJ
<br />UB .h~8 t2 Ea) 2xa ~ -
<br />IJH2.2tOt2Ea)2X10 51)
<br />UH j6 3M 51)
<br />UB ~ 3X" 50
<br />
<br />rf
<br />
<br />o r----
<br />
<br />. ..
<br />..
<br />. .
<br />
<br />. ..
<br />.
<br />.. ..
<br />
<br />. ..
<br />.
<br />. .
<br />..~~
<br />.
<br />. .
<br />
<br />. ..
<br />.
<br />. ..
<br />
<br />. ..
<br />.
<br />. .
<br />. ..
<br />.
<br />.. .
<br />. ..
<br />.
<br />. .
<br />-_.
<br />
<br />, · .. .. .. ~"Iill3
<br />.........+.
<br />:::::::::::
<br />
<br />I
<br />
<br />ROOF
<br />
<br />" <::r
<br />
<br />.~ 'fl.... ....r
<br />
<br />__ L 1. r ~.
<br />
<br />J. r
<br />
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<br />JOIST HANGERS
<br />U - tYPE
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<br />RIOGE LINE -'"
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<br />6d COMMON NN\.,s <2. .).o.c... S.Ou~S
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<br />8d COHMON NAILS " 8- O.C.---i- O.C. GABLE eND WALL OR
<br />GABLe TRUSS
<br />
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<br />
<br />ad COMMON NAILS ., ,- C.C. EDGeS
<br />ad COMHON NAILS . 12- C.C. IN rERMeDIA TE
<br />
<br />NOTE:
<br />
<br />IJ SEE STRUCTURAL NOTES FOR ~HEA THING SPECIFICATIONS.
<br />2'> END JOINTS OF THE ROOF SHeA THING SHALL BE
<br />, STAGGERED AND OCCUR OVE~ FRAMING MEMBER.
<br />
<br />DIAPHRAM
<br />
<br />NAILING
<br />
<br />SCH,-I' Omph ZONE
<br />
<br />S.XS8X"- CJ1.U.
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<br />) 3/1,IX2-1/~: :.. ..'PCONS
<br />7 \ FASTENER INT'.... aLK.
<br />~ ., ,,- C.C.
<br />3/-i- FURRING N,\/LED
<br />TO BLK. · ~ 0.<:.. 2-
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<br />311f.-XI-3/4- TAPCONS FASTENER INTO
<br />CONC. Bl.OCr<
<br />AOHESIVe SEALANT BOTH SURPACES
<br />PRIOR TO A TT ACHINCt BUCK TO CONC. aLK.
<br />I/~r O"YWALL
<br />I- P.T.
<br />
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<br />
<br />S8XI8 ~";LF THREADING PHILLIPS FLAT HEAD
<br />CADMI"UH PLATE 5CREWS 2-i- O.C. MAX.
<br />WITHIN ..- OP CORNER
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<br />3/".XI-3/-i- TACONS FASTENERS INTO
<br />CONC. BLK.
<br />CAULKING
<br />MARaLE STOOL
<br />
<br />1/2- O~YWALL ON IX3 P.T. PURRING
<br />,,- 0.(...
<br />PRECAsr SIll_
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<br />rHlS DRAWING IS THE SOLE
<br />PROPERlY OF KEN ZECHIEL, PA
<br />ANYONE USING rHIS DRAWING
<br />WITHOUT WRITTE~ PER"ISSION
<br />OF OWNER WI LL BE PROSECll TED_
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<br />A058
<br />Hold Downs
<br />; 4385'" Uplift
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<br />GENERAL. STRUCTURAL. NOTES:
<br />
<br />PLANS COMPLY t.lJ1TH SECTION "Ot. OF THE GUIU\Q.O' STANDARD BUILDING CODE AND
<br />ARE SIGNEO AND SEALED BY AN ARCHITeCT OR AN ENGINI!ER WHO IS LICENSEO IN THE
<br />STATE 01' PLORIOA.
<br />DESIGNS BASED ON THE sr ANDARO BUlLOINC, CODE OP THE I'\<H EDITION INCLUDINC, S'C.TICtoJ t60~.
<br />
<br />.. .'
<br />
<br />CONCRETE SHALL HAVE A HINH1UH COMPRESSIVE STRENC,TH O~OOO PSI" 28 DAYS ~v")L~$S NorED otHc.!2v.J\Sti..)
<br />.
<br />
<br />STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIeLD STREHC,TH OF -10.000 PSI IN
<br />ACCORDANCE WITH A5TH A-".5
<br />
<br />CONCETE: HASONRY UNITS SHALL BE HOLLOW/LOAD IN ACCORDANCE TO ASTH C'lO OR
<br />Cf-15" 1'l00 PSI HINIHUI1.
<br />
<br />GROUT SHALL HAve 3/S- MAX. AGC,REGA TE a-lIl~ SLUMP :2000 Pol OR ASTM C41'
<br />
<br />HORT AR SHALL BE TYPE H OR S IN CONFORHACE A5TH C210
<br />
<br />THE OUTER FOUNDA liON BARS SHALL. Bt: CONlINOOU$ AROUND CORNERS USING CORNER
<br />BARS OR BY aENOINc, THE BAR IN ACCORDANce WITH 202.3.'" OP THE 5STD 10-'t3
<br />IN BOTH CASES THE MINIMUH BAR LAP $HALL OE 25-. LIKEWiSE THE aOHD BEAM REINF-
<br />o~ceMaNT SHALL Be CONTINUOUS AROUND ALL CORNERS.
<br />.
<br />
<br />.' A TT ACH PL. '(iUO(1.D 6HeA THING TO SUPPORTINe. TRUSoES OR OTHEr{ r: f<AMING WITH conNON
<br />1. NAILS AS POllO'.\,l5'u~u:~s "-10T~O:
<br />AJ 1- O.C. ALONG ENDS OF PL '(WOOD PANeLS.
<br />a.> '8 - O.c. ALONC, INTeRMBOIATE! SUPPORTS OF PL'(\IJOOD PANELS.
<br />PROVloe :i- x i- CLEANOUT POR ALL CONCRETE! FILLED CELLS.
<br />,-CAo;) ~ v.\...,J,.U:I )
<br />ALLVeX1 ERIOR AND INTERIOR WALL'TO Be 12' SOUTHERN YELLOW PINE! . "- O.C. 01\ ~QL1A.L. (~b:l.tOOr ..~
<br />
<br />..
<br />ALL C,jROER& SHALL HAVE A 111NIHUH OF 3-2Xi- 5TUD5 PLACED DIRECTLY UNDER 'fHE
<br />GIRDe~ ..'NO DOUBLE PLA TE5.
<br />
<br />PRl!-MANUPACTURED ROOF TRUSSES TO BE 'oeSIGNeO IN ACCORDANCE 'Jjfn1 THE LA TEST
<br />TPI OESIGN REaUIREHENTS. THE! TRUSS MANUFACTURE!.R 15 RESPONSIBLe TO FURNISH
<br />
<br />~~L ~~HifT~:uk~t~~J~t A9.'bAge'T~~~S5ta~~ri06'15 AA~PO~\~~ 'R~i?:fE~1rJfSe'N~T~~~~.
<br />
<br />GARAGe OOOR_ WlNOOWS AND OTHeR eXTERIOR OOORS SHALL WITHSTAND rHE SPEGtFIED
<br />WINO VeLOCITY. ,DOORS AND WINDOWS HANUPACTURERS SHALL 8UBMIT DATA SPECIFYINC,
<br />REaUIREO CAPACITIES. THEse I:!LEHENT~ SHALl. COMPL '( WITH sac WIND LOAD REalREMENTS.
<br />ALL eXTERIOR CONCRETe BLOCK WALLS ARe OESIGNED AS SHEARWALL5 OR SHEARWALL
<br />SEGHEN'(5 WITH OUR-A-WALL'REINPORceNBNTBVERY OTHER BLOCfc; AS PER THe )
<br />ReaUIR"!MENTS OF THE NATIQNAL CONC~~Tg I1ASONRY INSTITUTE!. (ON '2 st.,R.'1,ot-1L'{ I t"~t S\Of<t1 ~Q.. FoP- p_'~^~-A~WALt.
<br />ALL OPENINGS GREATER THAN , peET TO HAve 1-15 BAR ON eACH Sloe OF OPENING
<br />AND FILLED lUlTH GROUT. OpeNINGS GREATER THAN 12 FEET TO HAVE 2-15; BARS
<br />ON EACH sloe 0fI OPENING.
<br />CONTR{\CTOR TO VERIPY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
<br />ANY CHANGeS TO SEALED DRAWINGS MUST BE APPRoveD BY T~e CONSUL TINC, ENGINEER
<br />OR ARCHITec.T.
<br />r,-rRUC,TURAl.. DE,0\GN CgrTER,\A; YE~ 5.e>C,t.L 0fGTlot{ I~
<br />A. WINO LOADINf, c:. t 10 M.P.U.
<br />E'J. LIVE LDAD ING 6EO~ODM A~EA = '30 P'5,f",
<br />C. liVE LDAVIN& 01'~1e-l<. A1<EA<; = 40 PG.f.
<br />J/. UVt:. LOAC>ING ROOf: = _ 2D ~~.f=-.
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<br />15.
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<br />17.
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<br />
<br />GLASS BLOCK INST ALLA TrON
<br />(IF REQIReD)
<br />
<br />f.
<br />
<br />COVER SILL AREA WITH A HEAVY COAT '0:1 ASPHALT EMULSION. ALLOW EMULSION 'ro DRY AT
<br />LEAST 2 HOUR5 BEFORE PLACING MORT AR:-
<br />.
<br />
<br />ADHERE eXPANSION STRIPS TO JAMBS A~D HEAD. MAKE CERTAIN EXPANSION STRIP eXTENDS
<br />TO SILL.
<br />SET LoweR COURSE OP eLOCK. HAINT AINA UNIPORM JOINT WIDTH OF J/4- PLUt; OR MINUS lIS-
<br />ALL MORTAR JOINT5 MU5T BE FULL AND NOT FURROWED. STEEL TOOLS HUST NOT BE USED
<br />TO TAP BLOCKS INTO POSITION. (PLACe A RUBBER CRUTCH ON END OP l~O\l)EL TO TAP BLOCK
<br />INTO POSLTION.) DO NOT ReALIGN" TAP OR OTHERWISE Move BLOCK APTER INITIAL PLACEMENT.
<br />FOR SOLID GLASS BLOCK IT MAY BE NeCCES8ARY TO USE WeOGES IN THe MORTAR JOINTS OF
<br />THE LOWER COURSES TO PREVENT THE MORTAR FROH aEINc, saUEEZED (.oUT.
<br />lriST ALl-: PANEL REINFORCING ON 2i INCH CENTERS HORIZONTALLY" INCH CENTERS FOR THIN LINE
<br />SERies, GLASS BLOCK AND SOLIO GLASa UNITS ANO IN JOINTS IMHeorATEL Y~ Aeove AND aELOW ALL
<br />~:~~~fl~8'~~I~J;A,~Et~iuC~~E cSH'fNeN:r1,~N2Hi~~L~u~~~b~D~5 ~~~~1tlu~~~~g~~ ~~~TP:U~~S~~
<br />FROH NO TO SND OF PANELS. LAP RElmsORCING NOT LES5 THAN , INCHi:~\ WHENEVER IT IS
<br />NEces ARY TO USE HORE THAN ONE LENGTH. 00 ~OT BRIDGE eXPAN5'O~ JOINTS wrTH
<br />REINFORCING. INSTALL REINFORClN(i AS FOLLOWS:
<br />t PLACE LOWER HALP OF HORT AR IN BeD JOINT.DO NOT FURROW.
<br />~. PRess REINPORCING INTO PLACE"
<br />~. COVER PANEL REINPORGtNC. WITH UPPER AHLP OF HORT AR BED AND TROWEL SMOOTH.
<br />DO NOT FURROW.
<br />PLACE fULL MORTAR BED POR JOINTS N~T REQUIRING PANEL REINFORCIN(~. 00 NOT FURROW.
<br />HAIN1' AiN UNIPORI1 JOINT WIDTH. '
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAl1BS l1UST REMAIN
<br />FREE OP HORT AR.
<br />STRlJ(~ JOINTS SMOOTH WHILE MORTAR IS &TILL PL~.STIC AND aEPORE FINAL. SET. AT THIS TIME
<br />RAKe OU'T ALL SPACES Reauuu~ 5EALA~rr 'TO A DEPTH EaUAL TO THE WIDTH OP THE SPACES.
<br />REHOVE SURPLUS HO~T AR FROM FACES .op GLA6S BLOCKS AND WIPE DRY~'rOOL JOINT& SHOOTH AND
<br />CONCAVE BEPORe HORT AR T AKE5 FINA'- seT. (ReMOVE WEDC,ES FROM LOWER COURSES OF SOLID
<br />BLOCKS AND POINT THE VOIOS WITH 110r-lT ARJ '
<br />APTER 'FltiAL HORT AR SET {APPROX. 2i HOURS). INSTALL PACKINC, TIGHTLY BETWEE~C,LASS BkOCK
<br />PANeL AND JAMB AND HeAD CONSTURCTION. LEAVE SPACE POR SEALING.
<br />APPLY seALANT EVENLY TO THE FULL DEPTH OP RECESSES IN ACCOROANCE WITH THE
<br />MANFACTURe~s APPLICATION MANUAL ANO INSTRUCTIONS.
<br />A MAXIMUM FO '0 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY .oPENING FOR WINO
<br />SPEEO& UP TO at 0 MPH PER PITTSBURGH CORNING RECOHl1ENOATIONS FvR INST ALLA'T10N OF
<br />GLASS < BLOCK. .
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<br />Hurricane Clip
<br />520Jl Uplift
<br />200# Parallel te Platu
<br />155' Peroendicll'ar to Plate
<br />----- ~-----.:..
<br />
<br />MS
<br />Mud Sill Anchor
<br />950# Up~~ft
<br />~65# PMail€.1 to Plate
<br />99011 Perpendicula~ to P!at!..
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<br />15851# Uplift
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<br />lie i'nchor
<br />2760# l!plift
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