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<br />CUNNINGHAM CONSTRUCTION CO.
<br />
<br />€)
<br />
<br />Engineered Lumber Connectors & Fastening Specifications
<br />
<br />Chart
<br />Svmbol
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<br />8
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<br />o
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<br />F
<br />G
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<br />H
<br />H
<br />H
<br />I
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<br />K
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<br />K
<br />L
<br />L
<br />L
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<br />L
<br />M
<br />M
<br />N
<br />N
<br />o
<br />P
<br />P
<br />p
<br />Q
<br />R
<br />R
<br />R
<br />5
<br />T
<br />U
<br />V
<br />V
<br />V
<br />W
<br />
<br />P.rt
<br />NlJmb.r
<br />
<br />AT 16
<br />AT 18
<br />AT 20
<br />AT 22
<br />AT 24
<br />HC10
<br />He 10-2
<br />LPTA
<br />LPTA.S
<br />DTC
<br />HCLH
<br />HCAH
<br />HCLH
<br />HCRH
<br />HCS
<br />TA 16
<br />TA 18
<br />TA 20
<br />TA 22
<br />TA 24
<br />AA 212
<br />AA 21/;
<br />AA 218
<br />HC 520
<br />HD 2X
<br />HD2-2X
<br />HD2.3X
<br />HO 2X
<br />HD2.2X
<br />HD2.3X
<br />TA 16
<br />TA 18
<br />TA 20
<br />TA 22
<br />TA 24
<br />HCDPL
<br />HCOPR
<br />HCDPL
<br />HCDPR
<br />MS
<br />AD 2B
<br />AD 5B
<br />AO 7A
<br />HC 20
<br />TP4X
<br />TP 6X
<br />TP 8X
<br />HC 44
<br />HC 66
<br />HC 20
<br />PC 4x4
<br />PC 4x6
<br />
<br />lOADS tpound_1 F..tn.,. Required
<br />UPLIFT Ll L2 Fastners "A" Fllstners "B"
<br />906 222 31 7 6 - 1 6d com 6 - 16d com
<br />1057 246 330 7. 16d com 7. 16d com
<br />...
<br />1 208 259 336 B-1 Bd com
<br />1359 270 342 9 . 1 Bd com
<br />--
<br />1359 270 3429.1Bdcom
<br />1472 903 500 9 - lOd com
<br />1 543 81 1 B15 1 O. lOd com
<br />1533 B12 1500 15.1Odxl.1I2" 4"minenbedment
<br />--
<br />1500 _ 519 1150 15. lOd x 1.112" 4"m'n enbedment
<br />13el5 Cl50 1310 9-10dxl.l/2" 4-10dxl-1/2"
<br />520 200 155 4. 8d com 4. 8d com
<br />520 200 155 4 - 8d com 4. 8d com
<br />520 200 200 4 --Bd com 4 - 8d com
<br />520 200' 200 4. 8d com 4 - Bd com
<br />520 350 250 4 . 8d com 4. 8d com
<br />885 222 317 8 . lOd com 4 "min embedment
<br />1009 2411 330 7 . lOd com 4"min embedment
<br />1287 270 342 8.1Odcom 4"minombedment
<br />1 441 317 343 10. IOd com 4"min embedment
<br />15B5 317 389 1,. lOd com 4"min embedment
<br />865 222 31 7 6 - IOd com 4 "min embedment
<br />1297 270 342 9. 10d com 4"min embedment
<br />-
<br />317 343 10. 10d com 4"min embedment
<br />450 41 0 6 . 8d com 11 . 8d com
<br />221 88(1 N/A Full metal wrap 10. 10d com
<br />270 88(1 _ N/A F..II metal wrap 16. 10d com
<br />270 BBCl N/A F..11 matal wrap 15. 10d com
<br />221 BBB N/A F..II metel wrep 8-NK32 or DN32
<br />270 B86 N/A F..II metal wreO 1 0.NK32 or DN32
<br />270 BBB N/A F..II metal wlap 1 0.NK32 or DN32
<br />184 263 6 . 8d com 4 "min embedment
<br />204 274 7 . 8d com 4"min embedmant
<br />224 284 9. 8d com 4"min embedment
<br />283 285 10. ad com 4"min embedment
<br />,-
<br />283 306 11. Bd com 4"min embedmant
<br />250 160 4 - ad com 4 - Bd com
<br />--
<br />250 160 4 - ad com
<br />250 lelO 4. 8d com
<br />-
<br />250 150 4. ad com
<br />865 780 6 - lOd x 1.1/2"
<br />3300 3315 121 5/8" Dia belli
<br />4(170 4(120 121 3/4" Dia bollS
<br />8S50 8380 121 7/8" Die bolte
<br />625 330 9 . 8d com
<br />N/A NIA. 10. IOd com
<br />N/A N/A 10. 10d com
<br />N/A N/A 10 - 10d com
<br />8e..ing - 13840 121 5/8" Die boltl
<br />8e..,ng - 341 B2 141 5/8" Die bolll
<br />(125 330 9. 8d com
<br />-
<br />N/A N/A 3 . lOd ea. flap
<br />N/A N/A __ __ 3 . lOd ee. f1ep
<br />N/A N/A _ Cl. 10d eo, flep
<br />See. Aemlrks BIg - 3765 & 4027 3 - 10d u, flep
<br />See- Remark~_ Brg c 5539 & 588>1 ~ . 10d oa, flap
<br />N/A N/A i21 5/8" Die bolts
<br />
<br />Connector D.scription
<br />
<br />16" R.her Ti., .dd TW to p." No. for twi.t.d
<br />18" Rotter Til, edd TW to aert No, for twi.ted
<br />20" Rahel Tie. add TW to po" No, for twistld
<br />22" Rllter Tie, odd TW to port No, for twi.ted
<br />24" R.tt.r Tie, .dd TW to p.rt No. for twist.d
<br />Hurricane Clip~Wid.(lingle member)
<br />Huuicane CliD-Wid. (doubl. m.mbad
<br />low Profil. Truss Anchor
<br />Low Profile Tru5s Anchor with Slots
<br />Truss Anchor - D..med to Comply
<br />Hurric.ne Clip_ - I.ft n.nd (20 ga.1
<br />H..rrlcane Clip - rioht hand 12000,1
<br />HUUlc.n. Clip - left nand 1'8 ga.1
<br />H..rricano Clip. light hand (18 ga,l
<br />H..rricane Clip. Single Piece (18 go,)
<br />Tru.. Anchol & Stud Anchor w/10d n.lI. 118")
<br />Tr.... AnChor & St..d Anchor wl1 Od nail. 118")
<br />Tru.. Anchor" St..d Anchor w/l0d noil. 120"1
<br />Tr.... Anchor &. St..d Anchor w/l0d nail. 122"1
<br />Tru.. Anchor & St..d Anchor wl1 Od neil. 124'"
<br />Riveted Tr.... Anchor wl1 Od nail. (16",
<br />Riveted Tr.... Anchor wl1 Od nail. 120"1
<br />Ri......t.d Trun: Anchol w/1 Od nail. 12211~
<br />H..rncena Clip. Frama Clip (18 go,)
<br />Tr..ss Hold Down Strop for .ingle 2x ISanibell
<br />Tru.. Hold Down Strop for double 2x (Sanib.1I
<br />Tr..ss Hold Dawn Strap far tnple 2x ISanibell
<br />Truss Hold Down Suap ior .iogl. 2)(. IS.nib.n
<br />Tru.. Hold Down Strop for double 2x ISanibell
<br />Tr.... Hold Down Strap for triple 2x iSanibll1
<br />Tru.. Anchor S. Stud Anchor w/8d noil. 11S")
<br />Tr..ss Anchor S. St..d Anchor w/8d nails 118"1
<br />Tru.. Anchor &. St..d Anchor w/8d noil. 120")
<br />T r..s. Anchor & St..d Anchor w/8d nails 122"1
<br />T,.... Anchor &. St..d Anchor w/8d nail. 124'"
<br />Hurricen. Clip - Double Plat. L.h
<br />H..rncane Clip - Dauble PlaIa R,ght
<br />H..rncane Clip" Do..ble Plate Left
<br />H..rncane Clip. Do..bl. PI.te Right
<br />M..d S.II Anchor
<br />
<br />Hold Downs
<br />Hold Down.
<br />
<br />All Uplift loed.
<br />per .t..d/col..mn
<br />as :lhown below
<br />
<br />1970
<br />2370
<br />3240
<br />
<br />Hold Down.
<br />
<br />PC OxO
<br />PA 4x4
<br />
<br />Hurricane Clip - l.rg.
<br />Top Plat. Anchors for 2)(.4 pl.'..
<br />Top Ploto Anchors for 2xS plot..
<br />Top Plate Anchors for 2x8 plot..
<br />Column C.p (Bolt ad connectionl
<br />Column Cap IBohad conn.ctlonl
<br />H..rricane Clip. Large
<br />Post C.p ior -4x4 wood pOlt
<br />Post Cap fOI 4x6 wood post
<br />Post Cep fOI OxO wood post
<br />Post Anchol for 4x4 wood post
<br />
<br />W PA 6xel Post Anchor for 6x6 wood post
<br />X CO 44 Col..mn a.... fa, 4x4 woad po.t IBoltedl
<br />X CO 46 Column Ba.as for 4x6 wood post IBaltad)
<br />X CO 48 Column Basas for 4x8 wood post IBollad)
<br />X CO 66 Column Bases fOI 6x6 wood post IBohed)
<br />X CO 88 Col..mn_BaSls for 8x8 wood po.t IBolted)
<br />corumn or ~tud thickness for A.D Hold Downs T ,_ 1/2" T
<br />
<br />144t
<br />
<br />3035
<br />31150
<br />
<br />515
<br />1271
<br />1550
<br />1550
<br />1271
<br />1550
<br />1550
<br />780
<br />909
<br />1171
<br />1300
<br />1429
<br />b20
<br />520
<br />520
<br />520
<br />950
<br />3270
<br />43B5
<br />,7570
<br />1250
<br />
<br />8 . 1 Bd com
<br />9. 1 6d com
<br />
<br />9 - 16d com
<br />9 . 10d com
<br />1 0 . 10d com
<br />
<br />4.Bdcom
<br />
<br />4.8dcom
<br />
<br />4 . ad com
<br />
<br />2. 10d x 1.112"
<br />
<br />6/8" Dia, bolt
<br />3/4" Oia, bDlt
<br />
<br />1.1/8" Die. bolt
<br />9.8dcom
<br />10. 16dcom
<br />10. 16d com
<br />\0. 16d com
<br />121 6/S" Dia bolts
<br />121 6/8" Oio boll.
<br />9-Sdcom
<br />
<br />3. lBd u, lIap
<br />3 - 15d u, flap
<br />Cl . 1 Cld u, flep
<br />:) - 1 6d u, fI.p
<br />4 . 16d oa, fI.p
<br />
<br />8297
<br />
<br />8" Embedment
<br />
<br />Fastners
<br />
<br />Fast.n.r Locatton I R.mllllk5
<br />
<br />"A"
<br />
<br />Trus. I Joist
<br />Truss / Joist
<br />TrUll I Joist
<br />T rU"'i J Joist
<br />Tru.. / Joist
<br />Truss / Joist
<br />Truss I JOist
<br />Tna, I Joist
<br />Trusl I Joist
<br />Thru atr ap
<br />Trusl J JOist
<br />Truss I Joist
<br />TrlJ.. I Joist
<br />T r.... / JOIst
<br />T rUI. J Joist
<br />Tr....JJoi../St..d
<br />Tr..../Jai../Stud
<br />Tr..../Joilt/Stud
<br />Tr..ss/Joist/Stud
<br />Tr..../Jaist/St..d
<br />T (us. , Joist
<br />Truss J JOist
<br />T ru.. / Joist
<br />Tr..../Jai.t/St..d
<br />Over Tr..../Joi.t
<br />
<br />Over Truss/Joist
<br />Over Tr..ss/JolSt
<br />0......, T,uss/Joist
<br />Ovar Truss/Joist
<br />O".r lfuss/Joisl
<br />Tr..../Joist/St..d
<br />Truss/Jaist/Sl..d
<br />Truss/Joist/Stud
<br />Tr..ss/Joist/St..d
<br />Tr..../Joist/St..d
<br />Trun I Joist
<br />T r..ss / Joist
<br />Header/Plete
<br />Hoodel/Pla'e
<br />
<br />F Ilstnors "B"
<br />
<br />H..d.,/Plate
<br />
<br />Headel/Plate
<br />
<br />He.der/Plato
<br />
<br />H.ad...JPlate
<br />
<br />Hudar/Plat.
<br />HeadellPlalB
<br />
<br />. Heade./PlaI8
<br />
<br />Concleu
<br />Concl.te
<br />Thru s.at piau
<br />Header/Plat.
<br />Header
<br />Header
<br />Haed.r
<br />H..der
<br />Coner.l.
<br />Coner.le
<br />Caner...
<br />Concrate
<br />Concrete
<br />Concrete
<br />Concr.te
<br />
<br />Concr.te
<br />
<br />Header/Plele
<br />Haader/PI.te/St..d
<br />Header/Pllle/Stu.
<br />Header/Plata/St..d
<br />
<br />Concl.'. tie beam
<br />Concreh III beam
<br />Concrete \11 beam
<br />Concr.'.
<br />Conclell
<br />Concrete
<br />Concrete
<br />Concrete
<br />
<br />Huder/Plat.
<br />H .ad or
<br />Stud/Col..mn
<br />Stud/Column
<br />
<br />--
<br />
<br />Top of s.1I pl.te Side of 1111 pl."
<br />Th,u column or stud wIg" Embedment
<br />Thr.. cDI..mn or stud wll0" Embedment
<br />
<br />page..JLof lL.{
<br />'.
<br />
<br />Thru c;olumn or nud w/13" Embedm.n1
<br />
<br />H..d.r or Plates
<br />Uplift - 14152 Ibs,
<br />Uplift - 1462 Ib._
<br />Uplift - 1462 lb.,
<br />801t. ttuu beam
<br />Bolt. th,u b.am
<br />St..d
<br />Uplift - 936 lb.,
<br />Uplift - 936 lb.,
<br />Uphlt - 1872 lb.,
<br />Uplift - 1746 lb.,
<br />Uplift c 2019 Ibs,
<br />
<br />Bolts (hru column
<br />
<br />Bolts thr.. col..mn
<br />Bolts lhr.. column
<br />
<br />Stud
<br />Uplift z 1800 Ibs.
<br />Uphh - 1800 Ibs,
<br />Uplift - 1 BOO lb.,
<br />Boll. thU.1 column
<br />80lts thru column
<br />Sill plate/rim lois\
<br />Upl"t - 1 080 lb.,
<br />Uplift _ 1 080 Ibs,
<br />Uplift - 2000 Ibs;
<br />Upl,fI - 2014 lbo, I
<br />Uphft - 2019 I~
<br />
<br />Concrete
<br />
<br />COnclata
<br />ConcrOlS
<br />
<br />N/A
<br />NIA
<br />NIA
<br />N/A
<br />5.1/2"
<br />
<br />(2' 5/8" Di~ bolts a" Emb.dment Bolt. th,u column
<br />121 3/4" 0'0 baltl 8" Embedment Bolts thr.. col..mn
<br />s.. uDlif1 lo~ valu.s ~bov. for ..ch thickness
<br />
<br />-
<br />
<br />~~-'-""'-l
<br />
<br />Concrete
<br />
<br />Concrlte
<br />
<br />I hearby certify that i ~ave reviewed this plan and found It to ~ in compliance with
<br />section 1606 of the Florida b"ilding code, 2001 Edition, meets the requirements for 110 mph
<br />wi.;.d zone (3 see gust). L~ ...z~ -~ ~
<br />Sign; i il..tl, ~ # 6603, Date:
<br />J. . W. Davis '# 6&03
<br />P.O.Box 720
<br />Webster, Flortda 33697
<br />
<br />8440'
<br />
<br />s... R.m...k,
<br />
<br />s... R.mark.
<br />
<br />s... Remark.
<br />
<br />3005
<br />5714
<br />1250
<br />
<br />s..- Aem.,kl
<br />
<br />s... Remilllkl
<br />5..- R.marks
<br />
<br />2-1/2"
<br />
<br />B297
<br />
<br />8297 '
<br />8340
<br />9860
<br />3"
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />3.1/2"
<br />
<br />(2) 5/8" Oia bolts
<br />i21 5/8" Die bolts
<br />
<br />8" Embadmant
<br />a" Embadmant
<br />
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