|
<br />I ~
<br />
<br />.. '.. ,
<br />
<br />Part Number; Conversion Chart
<br />Note: This coo'Wersion c.-haft is for reference only. Vanation it, produc.t spooticatlons and Cilpabilities win exist for similar prod\)';-r...
<br />
<br />Simpson
<br />-'35
<br />"-YJF
<br />A84-41A8fU
<br />A8-WAeE~
<br />A8WA8f68
<br />
<br />OC4
<br />0C-43
<br />~
<br />
<br />. f
<br />
<br />C844
<br />C843
<br />C84a
<br />C866
<br />C868
<br />CB610
<br />CB6f2
<br />C888
<br />C8810
<br />C88f2
<br />CB10l0
<br />C81012
<br />C81212
<br />CC3 fl4-4
<br />CC3 1/4-6
<br />cwe 1 06
<br />CW8126
<br />CC4-4
<br />C~
<br />CCSt 114~
<br />CCS 1/4-8
<br />CCM
<br />~
<br />CC68
<br />CC16
<br />0:;17
<br />Ql;lS
<br />CCM
<br />I ~aa
<br />CC96
<br />CC98
<br />CCI06
<br />cwa 106
<br />CW8126
<br />
<br />EP8-U
<br />EP846
<br />EP866
<br />ETA16
<br />ET A20
<br />ETA2'2
<br />mAg
<br />f1~f2
<br />FHAIS
<br />FHA24
<br />fHAJO
<br />FHA12
<br />FHA I a
<br />FHA24
<br />fHAJO
<br />
<br />. "-"
<br />
<br />GLBSA
<br />GLB58
<br />
<br />Hughes
<br />FM
<br />FMF
<br />PA-tX40
<br />PA4X60
<br />PA6X&
<br />
<br />Pe4X4
<br />fC4M
<br />Pe6X~
<br />
<br />Simpson
<br />GtBSC
<br />C>l~
<br />GtB7A
<br />GLara
<br />GtalC
<br />GlB70
<br />GtBT512
<br />GtBT6f2
<br />GLBT516
<br />GtBT616
<br />GtaT5<'O
<br />GUH620
<br />GUS.S
<br />GlfT
<br />GUT.S
<br />
<br />Hughes
<br />H8S5-7
<br />HBg~ $
<br />H8~S
<br />HBS6--6
<br />H!3U-)'
<br />H~a
<br />EH8S5f2
<br />EH8S~lf 2
<br />EI16-<3516
<br />EH~16
<br />EHBS5<'O
<br />EHBS620
<br />BtiH5.5
<br />BUH1
<br />BUH7.5
<br />
<br />Slmp~r1
<br />
<br />HU3101)t2l314
<br />1-IU316
<br />HU48
<br />HHlJ 48
<br />HU410
<br />HI-1U410
<br />HlJ412
<br />HPta 12
<br />Hl1U4 t4
<br />HllU416' .'
<br />HN46
<br />HW48
<br />HW410
<br />HV/412
<br />HW414
<br />HW416
<br />HY>i66
<br />Iffl6&
<br />h'W61 0
<br />mw612
<br />HV'614
<br />HW616
<br />HW86
<br />HW88
<br />If/\'8 t 0
<br />HW812
<br />HW814
<br />l~t6
<br />
<br />usa
<br />LtSl0
<br />LTS12
<br />lTSl4
<br />LTSt6
<br />USt8
<br />U 520
<br />LVP241lLt24
<br />lLiP2&1..Lt26
<br />LUP28/lUP210
<br />LV28/l112 1 0
<br />
<br />MAS
<br />MST27
<br />MST31
<br />MS r 413
<br />MST60
<br />MSTA9
<br />MS r A 12
<br />'.AST A15
<br />\1STAt8
<br />MSTA21
<br />MTSt6
<br />MTS18
<br />MTS20
<br />
<br />PAH042
<br />
<br />SPl
<br />SP4
<br />SP6
<br />SP8
<br />ST9
<br />SH2
<br />ST18
<br />
<br />~
<br />
<br />ln4 um4
<br />U26 UH2'5
<br />lnl0 UH2S
<br />U2U UH21M12
<br />U24-2/U26-2 UH2.26
<br />L'~6-2 UH2.28
<br />Vltl)-2 UH2.210
<br />..)4IV'~ UH36
<br />U)IO UH38
<br />l).310 UH310f)12
<br />U44,'U48 UH4JJ
<br />U410 UH48
<br />
<br />Hughes
<br />
<br />Uk31<Y.lf2
<br />UHJ I 01)12
<br />UH4JJ
<br />UH48
<br />UH48
<br />UH48
<br />UH48
<br />EHUH41o-N
<br />EINH41o-N
<br />EHUH41o-N
<br />HWUH4X6
<br />fNr'\)H4 X8
<br />HWUH4)(10
<br />HWUH4X12
<br />HWUH4X 14
<br />IfflUH4X 16
<br />HWUH6X6
<br />IfflU11tlX8
<br />HWUHM 10
<br />HWUH6X 12
<br />HW~)(' ..
<br />HW\)I ~x 16
<br />HWUH8X6
<br />IfflUHaX3
<br />H'NUH8Xl0
<br />HWUHaX 12
<br />HWUH8X ,.
<br />HW\)H8X 16
<br />
<br />RT8TW
<br />RTtOTW
<br />RTt2TW
<br />RTt4TW
<br />RT16TW
<br />RTlSTW
<br />AT20TW
<br />1.12'20
<br />EUH26--8
<br />
<br />Simpson
<br />ST22
<br />SUM28
<br />SUM.210
<br />
<br />T a-.:o
<br />Teu
<br />TH)l2')
<br />nWfJ
<br />THA218
<br />THA218-2
<br />THA2t8.2
<br />THMIJ
<br />THA418
<br />Tl-lG2A
<br />T003A
<br />Tl-iG 4A
<br />rPAJ7
<br />lPA39
<br />TP3S
<br />TP39
<br />T?311
<br />TP45
<br />TP47
<br />TP49
<br />TP 411
<br />TP"
<br />TS9
<br />TS12
<br />TS18
<br />TS2'2
<br />
<br />oo44j
<br />OO~;
<br />C048
<br />COM
<br />C068
<br />C0610
<br />C0612
<br />C088 (.
<br />COSIO
<br />COS12
<br />001010
<br />C010t2
<br />COU12
<br />HCC~S-4
<br />HCC3256
<br />WBT9
<br />waTll
<br />HCC4-4
<br />HCC46
<br />HCC5:2S-6
<br />HCC5:2S-8
<br />~
<br />HCC66
<br />HCC68
<br />HCCl6
<br />HCC17
<br />HCCl8
<br />HCC86
<br />HCCM
<br />HCC96
<br />HCC98
<br />HCC 1 06
<br />war9
<br />waT11
<br />
<br />EA44
<br />EA46
<br />pM
<br />rA16
<br />TA20
<br />Tn2
<br />AT10112
<br />RT12112
<br />AT181 f2
<br />!"lT24112
<br />RD0112
<br />(HS 12
<br />(HS18
<br />EHS24
<br />EHS30
<br />
<br />H8S5-S
<br />HBS5-6
<br />
<br />"
<br />
<br />HI HCS
<br />H2 HeR
<br />H25iH5 HCDPl
<br />H25w'H5 HCDPR
<br />li3 HCRH18
<br />HJ HCLH18
<br />IH HCLH
<br />H4 HCRH
<br />H6 HC20
<br />litO HCl0
<br />H02A Awa
<br />HDSA -'058
<br />H07A ADM
<br />HGLBA EHBSA
<br />I-IGLBa EHBsa
<br />HGLBC EHBSC
<br />HGl80 EHBSO
<br />HGL T3 BUH3
<br />HGLTS BUH5
<br />HGl T9 BUH9
<br />Hl33 . HA33
<br />Hl35 I~)S
<br />Hl)7 HAJ7
<br />I"'~J HMJ
<br />HlSS HAS5
<br />Hl51 HAS1
<br />Hl4-3 HA4-3
<br />HL~ HA46
<br />Hl49 HA49
<br />!-IL13 HA73
<br />!-illS HAl6
<br />HL79 HA79
<br />HPAHOl2 KHPAHD2'2
<br />HU26 UH24/UH26
<br />HI.I28 UH2S
<br />HU210 UH2HY.!12
<br />HU212 UH21Mf2
<br />HU214 UI121 01212
<br />HU26-2 U112.26
<br />HHU26-2 UH2.26
<br />HU28-2 UH2.28
<br />HHU28-2 U112.28
<br />HU212.2 I UH2.:210
<br />HHLt212.2' UH2.210
<br />HHU21.t'2 '.r:HUH21Q-2
<br />HHU216-2 EHUH21l)-2
<br />HU38 UH36
<br />HU38 UH38
<br />
<br />(1.;1<28-11}
<br />
<br />MS
<br />HS T21
<br />IiST37
<br />HS f48
<br />HST60
<br />RT1018
<br />RT1218
<br />RTt618
<br />RT1818
<br />JUn18
<br />RTl6TW
<br />RTl8TW
<br />RT20TW
<br />
<br />m6
<br />m8
<br />wV210.
<br />W212
<br />W2U
<br />W216
<br />~
<br />\f-I38
<br />W:Jl0
<br />wal06
<br />wa12S
<br />WNP312
<br />WN?3t4
<br />WN?316
<br />WNP26.1
<br />WNP7S.Z
<br />W1-tPll ~ 1
<br />'h~P2'l-2
<br />Wl'4~.::J"," l
<br />... ~1"lJ 6--l
<br />
<br />KPAH042
<br />
<br />HC520
<br />TP4X
<br />IF-6X
<br />TP8X
<br />HS9/RTlO
<br />HSf2/RT12
<br />HS 1 a.R T 1 8
<br />
<br />AN.CHOR DOWNS ..~~. .
<br />
<br />· Ughter anchor down device with greater load capacity I
<br />: No 'v'(asher r~uired, utilizes load transfer plate I A058
<br />Anct.ors vertlc~ wood members 10 foundations 10 res" ist uplifts I . ~
<br />due ~.J overturmng NEW
<br />· An~s m~y be used to transfer tension loads between floors
<br />· Addl~at sIzes available by speciaJ order '~
<br />· Compliance Report pending, see page 3 '~, ~,
<br />· ICBO EV~I~atlon Report No. 28?4~ ".. .~~~( ..,~~~~;
<br />)-< >-<:~ <-<.::.:..; .". :.., ,
<br />~ r '-\.;.....~ ;
<br />-:.. ~
<br />
<br />T11lical AO~
<br />io~lallalian o#t \
<br />\he pia Ie -
<br />provides \he ,
<br />sarna k:>ad as
<br />the ADSS
<br />iI1~tallN 00
<br />\he plale.
<br />
<br />~~
<br />
<br />T11lical Mul~.
<br />AnchoI Down
<br />Usage
<br />
<br />
<br />Product
<br />Code
<br />AD2B
<br />A05B
<br />AD7A
<br />
<br />~3scrlptlon H
<br />,Anchor downs 8.
<br />Anchor downs 9-318.
<br />Anchor downs 14-314.
<br />
<br />Bolt Schedule;
<br />To To
<br />Stud Concre,e
<br />(2}5/8'MB (1}5/8.Aa .
<br />(2)314'MB (1)31.1.AB
<br />(3)7/8'MB (1)1-1/8.
<br />
<br />A,;c'hor Bolt
<br />Embedment
<br />(Inches)
<br />9
<br />11
<br />19
<br />
<br />HIP & ,JACK HANGERS
<br />
<br />· The fi~t hip and jack hanger that works right or left h~nd
<br />Face mounts to 2X6 or 2X8 girder chord ;
<br />· Easy nall.jng f/~nges avoid the plated areas. Impressions in
<br />seat to ~lIgn With panel point for perfect location, or hanger
<br />can bl) Installed after corner truss is set.
<br />· Heavy 12 gauge galvanized steel, 3-1/4" seat bearing'
<br />· NEA ~eport #464
<br />
<br />
<br />
<br />Hughes
<br />I1SnHf12
<br />UH26UR
<br />1JH28lJR
<br />
<br />J8<O
<br />JB21
<br />JI~2U
<br />JHA2~3
<br />.J)i)l218
<br />JHA2.21J
<br />.J)i)l2.218
<br />JHA.,)
<br />JHA41 S
<br />TGH2
<br />TGH3
<br />TGIH
<br />fP3X7Wl-f
<br />f?3X9'w1.1':
<br />f P3XSWH
<br />F P3)(,]" H
<br />F P);( 1 0M'l-f
<br />FP 4;(S'M-f
<br />fP04XfWH
<br />FP4Xg,VH
<br />fP4X lZWH
<br />FP5)(IV"H
<br />AtlQJW \
<br />RTlarw
<br />RT18TW
<br />RT22TW
<br />
<br />HWlJH2X6
<br />IN'NH2X8
<br />hWUH2)( 10
<br />H,VUI12.Xf2
<br />1 rMJl.2X 14
<br />H't-YIJ.-.2X 16
<br />1 N-r'tJH3X 6
<br />HVr'\JH3X8
<br />.l'WH3X 1 0
<br />)\'810
<br />1"."'312
<br />IfNUH;J)l.I2.
<br />K'Nl ~~J' I.
<br />H'o'. 'J'~) _16
<br />\(""J~J- ~
<br />":"'-\J~l.': "
<br />~\fl.'J.( 10
<br />~HZ.2X1Z
<br />WI\JH22X14
<br />HMJH2.2X16
<br />
<br />a
<br />
<br />,
<br />
<br />~
<br />ltl~tal
<br />Wa'ot
<br />
<br />c= L
<br />l~: . . ~:' .~.. 'I
<br />.. .~. .... 0,.......- .~'1
<br />...-=;::;-: ~:2.:-=:~
<br />Al'sa
<br />T tPicallnslallati.)(l
<br />
<br />To ~Ii:,~ 'ulload capao
<br />staIN... ltle :able. the mil
<br />Y mum bolt enoj distance 100
<br />at aoclv.lt do......s is 7 limf
<br />\he sl\l'J diamEller. This
<br />floor di~!ance is aulOmalically
<br />Joist 6esignOO lnlO al KeMP
<br />anchot ,jowns exc~ the
<br />AD2. ADS and A07. The
<br />bolt end 1Ml;()ce may be
<br />, .. iocrea~J as (lecassat)'
<br />. . wilho\A iJfectiog the load
<br />,,:c. :..... In~!aI capacily provi<!od \ha/ \h.
<br />~ Wast-.ell andlor IlI.A is TtOt over.
<br />lVlquoo -...hid'! CQo.Jld split
<br />\h. sM. .
<br />
<br />Aosa
<br />T11lical roll
<br />Botween
<br />FIoO< s
<br />
<br />Design loads (Ibs)
<br />Stud ThIckness (Inches)
<br />2 2-112 3 3-112 5-112
<br />2585 3035 3265 3300 3315
<br />3135 3850 4385 4665. 4765
<br />~ 10 6440 8050 8%0 9555
<br />
<br />1-112
<br />1965
<br />2365
<br />32~~
<br />
<br />
<br />..........
<br />
<br />:~~~',,~
<br />- - - - :-::, J
<br />- .. .. .. -- -- -- -- -- -- -- -- .... .
<br />-----'. -------
<br />
<br />. ""
<br />
<br />Allowable loads (Ibs) For SVP or OF'.
<br />
<br />Product Hip Jack Fasteners
<br />Code Normal 115% 1250/0 Uplift Normal 115% 125% Uplift Header. Hip Jack
<br />THJ 26 1645 1890 1890 1010 5N1 575 575 720
<br />THJ 28 V\I 16-16d 7-1Od 5-1Od
<br />. 2010 2310 2500 1300 670 770 830 720 20-16d 9-tOd 5~lOd
<br />
<br />.~~~d~~:.t ~~;. ~r, ~~=~:::~I!:~~~a~~20~~ader nails may be clinched on single ply to obtain allowable loads.
<br />
<br />lEFT
<br />
<br />RIGHT
<br />
<br />
<br />
<br />----- ---...--.
<br />
<br />HD2X
<br />Truss Hold LJown Strap
<br />1271 # Uplift
<br />
<br />~'
<br />
<br />RT 22 TW
<br />I Rafter Tie,TVvo\sted
<br />135911 Uplift
<br />-- -.-- ...
<br />
<br />...~..v-
<br />
<br />,
<br />....
<br />
<br />.....1 W
<br />
<br />
<br />TP4X
<br />Top Plate Anchor
<br />1800# Uplift
<br />
<br />~ ...-...--.. .....
<br />
<br />.
<br />"
<br />
<br />'*'\.1.
<br />
<br />~,...
<br />
<br />Vi III .I.-n
<br />
<br /> .
<br /> ()ealgn lc.a<f'llbs)
<br /> .' .
<br />Produet Qtyl WgtJ O1n'ieO$IO(\s Fastener. WItW Nar.. Wnod Nail.
<br />Code .
<br />Jol.' Size BOlC Bo:( A B H W V Header ,k)la' Hot-IN1 Mu UpliJI NGtmll Ma.c Uplill
<br /> - . .
<br />UH24 2X4 100 3J y ,. 3-1T"- t .~8. 3-).'4. -4 '2 '~40 6/~ ))J 69! 869 m
<br /> 2X6 ~ 2!- 3-.}, .. -
<br />~ - ..- 3" f. 5-1/4' J -50'S. a 3 1000. 060 ~4 t300 t738 493
<br />UH2S 2Xa so 3'2 )" ,. ,.1,.... Hi-'a' ,)-:1'4" 12 4 1620 2(rL5 005. ~ 260& 657
<br />UH 21Mi2 2Xl<V12 -- 50- 28 3' ,. ').114' 1.5{s" rs:17~. 16 S- 2100 2100 /<jl 2700 3415 821
<br />UH 2.26 (2 Ea) '2X& ~.() 23 )' 1. t. t /2' :)-1,'8. 5-1W 8 13W -- 2m 924
<br /> 3 1080 5:)9 1138
<br />UH 2.28 (2 Ea) 2X8 -W 31 ')7 to ~112. 3-1 is' 5-1/4" 12 - -4 1620 2025 lH\ 2085 <61>>
<br /> 924
<br />'U'HT210 (2 Ea) 2Xl0 so -
<br />)J )' l' .3-1/2' 3-11&- 4-314' 16 5 2160 2100 8'33 2780 J4/S 1155
<br />UH -36 3X6 5Q 23 )- ;. ..!:~4' 2-5"'8" 4-3.'4' 8 3 1080 t350 539 1390 17"~ 693
<br />~~ ax8 50 -
<br /> 28 3' ,. 6<V4' 2.5.8' 4.314' 12 -4 1620 ms 71B 2'085 200) 924
<br />
<br />r-~t
<br />
<br />11
<br />
<br />RIDGE LINE -......
<br />---_._---_._-~--,---
<br />
<br />SH\iAR OIAPHR^"~
<br />8d COMMO,"" N~\.5 @. ,).0.0. a06e<;>
<br />Bd GOMMo)oJ NA.I'-S @ (g"O.c.. s:'"Ii:l.O -~~
<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 />.
<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 />.
<br />-+ -+
<br />
<br />............... .......-+.......
<br />................ ................
<br />................. .........-+....-+..
<br />.................. ...#..............
<br />.t................. ......+..+.........
<br />
<br />
<br />Sd COMMON NAILS II S. O.C.---i. O.C. GABLE END WALL OR
<br />GABLE TRUSS
<br />
<br />1
<br />
<br />Sd COMMON NAILS II ,. O.C. EDGES
<br />Sd COMMON NAILS II tr O.C. INTERMeDIATE
<br />
<br />NOTE:
<br />U SEE STRUCTURAL NOTES FOR ~HEATHINC, SPECIFICATIONS.
<br />2J END JOINTS OF THE ROOF SHEA THING SHALL BE
<br />. STAGGERED ANO OCCUR OVE~ FRAMING MEMBER.
<br />
<br />......
<br />
<br />1. . AI
<br />
<br />'-
<br />
<br />1",1'
<br />
<br />
<br />JOIST HANGERS
<br />U ..tVPE
<br />
<br />ROOF
<br />
<br />DfAPHRAM NAILING SCH,-II Omph ZONE
<br />
<br />~
<br />
<br />!
<br />
<br />
<br />S.XS.X". CH.U.
<br />
<br />;r- BRICK MOUl.D
<br />OR. FRAME
<br />
<br />3/I(.'X2-I/~l. --- #-\PCONS
<br />FASTENER INT'", BLK.
<br />II I'. O.C.
<br />3/.... FURRINC, N,\ILEO
<br />TO BLK. " 8" O.C. 2-
<br />REQ'D EACH lIFT
<br />
<br />
<br />S'XS.X". C.I1.U.
<br />
<br />3/1'.XI-3/.... T APCONS FASTENER INTO
<br />- CONC. BI.OCIC
<br />ADHESive seALANT BOTH SURFACES
<br />PRIOR TO AT T ACHINC, BUCK TO CONC. BLK.
<br />1/2. OF. YWALL
<br />\. P. T .
<br />
<br />S.XI. 5~~;lF THREADING PHILLIPS FLAT HEAD
<br />CADMlrtUM PL;\ TE SCREWS 2.... O.C. MAX.
<br />-- WITHIN .... OF CORNER
<br />
<br />3/1'.XI-3/.... T ACONS FASTENERS INTO
<br />- CONC. BLK.
<br />CAULKINC,
<br />MAReLE STOOL
<br />
<br />
<br />1/2. DRYWALL. ON IX3 P.T. FURRING
<br />". O.~.
<br />PRECAST SILL
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<br />S.XS.X'':. C.M.lJ.
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<br />DOOR t WINDOW ATTACHMENT t)ET AILS
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<br />THIS DRAWING IS THE SOLE
<br />PROPERTY OF KEN ZECHIEl, PA
<br />ANYONE USING THIS DRAWING
<br />WITHOUT WRITTE~ PERMISSION
<br />OF OWNER WIll BE PROSEClITED.
<br />
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<br />
<br />STRUCTURAL
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<br />AD5B
<br />Hold Downs
<br />43851f Uplift
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<br />
<br />GENERAL STRUCTURAL NOTES:
<br />
<br />PLANS COMPL. Y UJITH SECTION 1'0' OF THE GURAENl' STANDARD BUILDINC. CODe AND
<br />ARE SIGNED AND SEALED BY AN ARCHITECT OR AN ENGINeER WHO IS LICENSED IN THE
<br />ST ATE OF Fl.ORIDA.
<br />DESIGNS BASED ON THE ST AHDARD BUILDING CODF. OF THE I~(H EDITION INCLUDING S'CrlCt-J 160~.
<br />
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<br />
<br />CONCRETE 5HlllLL HAVE A MINIMUM COMPRESSIVE STRENGTH O~OOO PSI" 2S DA'(S X-(\)"~LkSS NOTED ot"~C:2'~~)1 S~..)
<br />
<br />STEEL REINPORCeMENT SHALL HAVE A MINIMUM YIEl.D STRENC,TH OF "'0.000 PSI IN
<br />ACCORDANCE WITH ASTM A-'L5
<br />
<br />CONCETE MASONRY UNITS aUALL BE HOLl.OW/LOAD IN ACCORDANCE TO ASTM C'fO OR
<br />CI-i5. 1'100 PSI MINIMUM.
<br />
<br />GROUT SHALL HAve 3/S- MAX, AGGREC,ATE S-IJI~SlUMP 1000 PSI OR ASTM C..."
<br />
<br />HORT AR SHALL Be TYPE 11 OR S IN CONFORMACE ASTM C210
<br />
<br />THE OUTER FOUNDATION BARS SHALL BE CONTINUOUS AROUND CORNERS USINC. CORNER
<br />BARS OR BY BENDINC. THE BAR IN ACCORDANCE WITH 201.3.... OF THE S5TO 10-'f3
<br />IN BOTH CASES THE MINIMUM BAR lAP SHALL OE 25-. LIKEWISE THE BOND BEAM REINF-
<br />ORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS,
<br />
<br />ATTACH PL -(tHoc'D SHEATHING TO SUPPORTINC. TRUSSES OR OTHE~: r= f<AMING WITH COMMON
<br />NAILS AS FOl.LO'.U$.UNL~~$ I'JOT!.O:
<br />AJ 4. O.C. ALONe, ENOS OF PL YUlOOD PANELS.
<br />BJ B. O.C. ALONC, INTeRMEDIATE SUPPOR-rS OF PLYWOOD PANELS.
<br />
<br />PROVIDe .... X .... CLEANOUT FOR ALL CONCRETE FILLED CELLS.
<br />L()"fJ i$~'\VJt1& )
<br />ALL"EX1 ERIOR AND INTERIOR WALL) TO BE #2 SOUTHERN YELLOW PINE" ". O.C. 01\ e:~UA.L.(fb::l,l00P.'':
<br />
<br />ALL GIRDERS SHALl. HAVE A MINIMUM OF 3-2><.... STUDS PLACED DIRECTLY UNDER THe:
<br />GIRDER ;\ND DOUBl.E PLATES.
<br />
<br />PRl1-MANUFACTUREO ROOF TRUSSES TO BE DES(C,NED IN ACCORDANCE ~T:-1THE LATEST
<br />TPI DESIGN REQUIREMENTS. THE TRU5S MANUFACTURER IS RESPONSIBLE TO FURNISH
<br />~~L s~~AffT~~ukgt~~Ju~R A9.~gE~~iL~S5li~~r.f0B'lS ^^~PO~\~~ 7R{~?SSTEMR1~FtN~T~~~:.
<br />
<br />C.ARAGE DOOR, WINDOWS AND OTHER EXTERIOR DOORS SHALL WITHSTAND rHE SPECIFIED
<br />WINO VELOCITY. .DOORS AND WINDOWS MANUFACTURERS SHALL SU13MIT DATA SPECIFY/NC,
<br />REQUIRED CAPACITIES. THeSE ELEMENTS SHALL COMPL'( WITH SBC WIND LOAD REQIREMENTS.
<br />
<br />ALL EXTERIOR CONCRETE BLOCK WAl.LS ARE DESIC,NED AS SHEARWALLS OR SHEARWALL
<br />SEGMEt'r:s WITH DUR-A-WALL REINFORCEMENT EVERY OTHER BLOCIS AS PEP. THE )
<br />REQUIRS:MENT5 OF THE NATIONAL CON-::~!. 1E MASONRY INSTITUTE. (0 N 'Z st., R(11 0t,\LY \ St S~OR.~l 'iZk:.q. Fol'2.- 0':""- -A,~'-A,)AlL .
<br />
<br />ALL OPENINC,S GREATER THA~ , FEET TO HAVE 1-#5 BAR ON EACH SIDE OF OPE~m..c,
<br />AND FILLED WITH GROUT. OPENINC,S GREATER THAN 12 FEET TO HAVE 2-#5' BARS
<br />ON EACH SIDE OF OPENINC,.
<br />
<br />CONTRt\CTOR TO VERIFY ALL DIMENSIONS AND CONDITION.S IN THE FIELD.
<br />
<br />ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE CONSULTING ENGINEER
<br />OR ARCHITECT.
<br />~yrRUC;rURAL. DEt?IGN CRITER.\A: PE~ S.BCC.I. 0E=GTlot{ 1(cO(o
<br />A. WIND LOAD\N~ ==-110 M.p.U.
<br />~. LIVE LDADING 8ED~ODM AREA =
<br />C. LIVE LOAOIN& OT~ET?. A1<EA~ =
<br />I/. L1V~ LOAt>\NG ROOf:
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<br />30 P.$.F
<br />4D PS.f.
<br />2D P.'O.f-.
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<br />GLASS BLOCK INST ALLA TION
<br />lIF REQIREO)
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<br />
<br />COVER 51LL AREA WITH A HEAVY COAT 0:: ASPHALT EMULSION. ALLOW EMULSION -TO DRY AT
<br />LEAST 2 HOURS BEFORE PLACING MORTAR
<br />ADHERE EXPANSION STRIPS TO JAMBS A~D HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS
<br />TO 5ILL.
<br />SET LOWPR COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF I/-'t. PLUn OR MINUS I/S.
<br />ALL MORTAR JOINTS MUST BE FUl.L AND NOT FURROWED. STEEL TOOLS MUST NOT Be USED
<br />TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH ON END OF 1 ~OWEL 'TO TAP BLOCK
<br />INTO POSITION') 00 NOT REALIGN. TAP OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT.
<br />FOR SOLID C,LASS BLOCK IT MAY BE NECCESSARY TO USE WEDC,ES IN -rHE MORTAR JOINTS OF
<br />THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZEO vUT.
<br />IN5T ALL PANEL REINFORCINC, ON 2... INCH CENTERS HORIZONTALLY I' INCH CENTERS FOR THIN LINE
<br />SERIES, GLAS5 BLOCK AND SOLID GLASS UNIT5 AND IN JOINTS IMMEDIATELY, AeOVE AND BELOW ALL
<br />OPENINClS WITHIN PANELS. (THE SAME 5PACINC. SHALL APPLY TO PANEL At\CHORS WHEN USED AT
<br />JAMB5AND HEADS IN lEru OF CHANNEL OR CHA5E SURROUND5.> RUN REINFfORCING CONTINUOUSLY
<br />FROM &ND TO END OF PANEL5. lAP REINFORCINC, NOT LES5 THAN (. INCH:::~) WHENEVER IT IS
<br />NECESSARY TO use MORE THAN ONE LENC,TH. DO ~OT BRIDGE EXPANSION JOINTS WITH
<br />REINFORCING. IN5T ALL REINFORC1NC. AS FOLLOWS:
<br />I. PLACE LOWER HALF OF MORTAR IN BED JOINT.DO NOT FURROW.
<br />2. PRESS REINFORCINC. INTO PLACE~
<br />2. COVER PANEL REINFORCINC, WITH UPPER AHLF OF MORTAR BED AND TROWEL SMOOTH.
<br />00 NOT FURROW_
<br />PLACE: FULL MORTAR BED FOR JOINTS N"~T REQUIRING PANEL REINFORCIN(,. 00 NOT FURROW.
<br />MAINT AIN UNIFORM JOINT WIDTH.
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MU5T REMAIN
<br />FREE OF MORTAR.
<br />5TR!J(~ JOINTS SMOOTH WHILE MORTAR IS STILL Pl~.STIC AND BEFORE FINAL SET. AT THI5 TIME
<br />RAKE OUT ALL SPACES REaUIAI~ 5eAL;~:lT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES.
<br />REMOVE SURPlU5 MOR.T AR FROM FACES .OF C.LASS BLOCK5 AND WIPE DRY.TOOL JOINTS SMOOTH AND
<br />CONCAVE BEFORE MORTAR TAKES FINAL. SET. (REMOVE WEDGE5 FROM LOWER COURSES OF SOLID
<br />BLOCKS AND POINT THE VOIDS WITH MORT ARJ
<br />AFTER -- FINAL MORTAR SET (APPROX. 2-i HOURS). INSTALL PACKINC, TIGHTLY BETWEe,.GlASS BLOCK
<br />PANEL AND JAMB AND HEAD CON5TURCTION. lEAVE SPACE FOR SEAlINC,.
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF ReCESSES IN ACCORDANCE WITH THE
<br />MANFACTURERS APPLICATION MANUAL ANO INSTRUCTION5.
<br />A MAXIMUM FO '0 SQUARE FEET OF GLA65 BLOCK MAY BE IN5T ALLED IN ANY OPEN/NC, FOR WIND
<br />SPEEDS UP TO "0 MPH PER PITTSBURGH CORNING RECOMMENDA TrON5 Fc"R INST ALlA TrON OF
<br />GLAS5 BLOCK. '
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<br />Hurricane Clip
<br />520il Uplift
<br />200## Parallel tc Platt)
<br />155f Peroendiclllar to Plate
<br />
<br />MS
<br />Mud Sill Anchor
<br />950# Upl;ft
<br />~65#t P~raiiti to Plate
<br />990# Perpendicular to Plate
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<br />TA24
<br />Truss/Stud P.nchor
<br />1585# Uplift
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<br />Tie .-\nchor
<br />t!760# Uplift
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