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<br />TYPICAL HURRI-BOL T INSTALL_ATrON DETAILS
<br />
<br />CD 112'~ e,MOOT~ ROD UJIT~ T~READeD ENDe.
<br />CD 112' ~E>< NUT
<br />o 3' >< lie' >< 3' FLATE UJAeHER
<br />8) 112' THREADED COUPLER
<br />@ DOUBLE TOP PLATE
<br />@ eILL PLATt:
<br />G) FLOOR FRAMINc:;,
<br />@ eUB-FLOCR &HeATI-lINc:;,
<br />
<br />@ WALL eTUD FF<AMINCs
<br />@ WINDOW ~EADER
<br />@ WINDOW erL L
<br />@ HURRI- SOL r ANCHOR BOL r
<br />@ 1124' ROD >< 12' WI T~READED ENDe
<br />(ij 1/2'. TI-lRI::ADt:D ROD >< 12' LO~
<br />@ 2' >< 1/4' >< 2' FLATE WAeHEF(
<br />
<br />t-.1URF<I-60L T NOTE6:
<br />
<br />ALL COMPONENTe OF T~E ~U~RI-600T eyeTEM A~E TO BE &UPPUeD ey ~URRI-eOL T UPLIFT eOLUTIONe
<br />OR AN EQUAl.. AFPROVED 6'1" T~E ENCsINeER OF RECORD FOR T~Ie PROJECT, NON-APPROVED
<br />eueeTITUTIONe WILL NOT BE ACCEPTABLE.
<br />
<br />PLACEMENT OF ALL VERTICAL RODe Ie TO BE Ae eHOUN ON T~e FLOOR PLANe, DeT AILe ANDIOR
<br />BUILDING ELEvATIONe. ~URRI-60L T DRAUJINC;e RE TO BE ueED Ae A e>Llf'PLEMENT TO T~E CONTRACT
<br />DRAUJINU5,
<br />
<br />PRIOR TO INeTALLATION OF WALL INeULATION OR DR'r'UJALL ALL TOP NUTe ARE TO BE CHECKED AND
<br />T[G~TENED ONE COMPLETE TURN PAeT SNUG.
<br />
<br />e~OULD A THREADED ROD BE U6ED IN LIEU OF A I-iURRI-eoL T ANC~R BOLT IT MueT BE EMBEDDED
<br />A M[NIMUM OF elx INC~Ee W[T~ T~E ueE OF HILT ADHEelVE CAPOOLEe,
<br />
<br />6~OULD A T~READED ROD WlT~ A PLATE AND DOUBLE NUTS BE U6ED AT T~E EMBEDDED END, n
<br />MueT I-lAVE A MINIMUM EMBEDMENT LENGTI-l OF TEN INCHt:e AND BOTTOM FLATE MueT BE UNDER
<br />A ~ORIZONT AL REINFORCINc:;, ROD.
<br />
<br />ALL I-lURR!-BOL T ANC~OR BOL To MUoT ~AVE TI-lE ~OOKED END UNDER A I-lORIZONT AL REINFORCINc::. ROD,
<br />
<br />SIMP50N MGT STRAP wen) IOd NAILS
<br />I)P TO 4000 LBS CAPACIT'T" FOR S'r? -
<br />~/(I) 112" ~URRI-60L T A55EMBL '(
<br />
<br />TYPICAL GIRDER TRUSS
<br />
<br />
<br />I-lOLE DRILLED THRU FLITCI1 PLATE
<br />OF HeADER, use NUT AND PLATe HA~ER
<br />TYPICAL TRUSS TO TOP PLATe
<br />ANO-lORS OMITTED FOR CLARITY
<br />
<br />FRAME DOWN TO WINDOW OPENING
<br />
<br />TYPICAL. GIRDER OVER ~EADER USING SIMPSON MGT STRAP
<br />
<br />N.T.e.
<br />
<br />~
<br />SIMPSON l-JGAIO INSIDE OR LPT4 OUTSIDE, CONFIRM
<br />UPLIFT REQUIREMENT WIT~ TRUSS ENGINEERING
<br />
<br />GABLE END TRUSS (TYP.)
<br />
<br />
<br />I-lURRH30L T TOP PLATE ASSEMBL '(
<br />
<br />TYPICAL GABLE TIE-DO~N EXTERIOR ~ALL DETAIL
<br />
<br />N.T,e.
<br />
<br />
<br />l-IURRI-BOL TROD
<br />
<br />\I'IIALL. STUD (TYP.)
<br />
<br />~URRI~OOt..1' COUPL!R
<br />NUT . 2- SQUARE \I'IIA~ER
<br />
<br />112" I-lURRI-601.. r 61
<br />ANC~OR Cl" EMBED,
<br />, 3/4" EDGE Dlsr.
<br />
<br />TYPICAL EDGE CAST IN PLACE DETAIL
<br />
<br />-
<br />
<br />N.T.5.
<br />
<br />
<br />l-IURRH301.. T ROO
<br />
<br />I-lURRH30L T COUPLER
<br />2- SQUARE ~ASl-IER
<br />
<br />2SOO PSI CONe
<br />FTG, MIN.
<br />
<br />1/2" I-lURRI-WEDGE
<br />ill~S/e- EMBED,
<br />2" EDGE DI5T.
<br />
<br />2- (MIN)
<br />
<br />TYPICAL EDGE !-lURRI-WEDGE DETAIL
<br />
<br />N. T .e..
<br />
<br />l-IURRI-RO
<br />
<br /> n
<br /> SIMPSON MTSt6 OR
<br /> SIMII..AR STRAP, CONFIRM
<br />D- ...- UPl.IFT REQJIREMENT ~ITI-l
<br /> TRUSS ENGINEERING
<br />I 1\ !\. JI
<br /> ]
<br />r . , r
<br />I . , . ,
<br /> ~EADER "
<br /> \.. l-1 CI-lE
<br /> --D
<br /> BEA
<br /> l FRAME DOWN TO Ir{INDOW I ~
<br /> OPENING IF NECESSARY -yi~
<br /> -~\ ....-
<br />
<br />CK STRUCTURAL
<br />~r$ FOR STUD AND
<br />M SCI-lEDULE
<br />
<br />TYPICAL TOP FLOOR !-lEADER DETAIL
<br />
<br />N.T.5.
<br />
<br />~CAL GiRD" 1MU"
<br />
<br />
<br />I1URRH30L T A5SEM6L Y ~ITl-IIN
<br />e" OF GIRDER CONTINUOUS
<br />TO FOUNDATION.
<br />
<br />SIMPSON LG T-2
<br />W(30) 16d SINKERS,
<br />2OSO LBS CAPACITY FOR syp
<br />
<br />iYPICAL. GIRDER CONNECilON USING SIMPSON LGi-2 SiRAP
<br />N.T.S.
<br />
<br />
<br />I<lorida Building Code Online
<br />
<br />U~tr: Public U~r . NO( Assodatt'tl with Organization -
<br />
<br />:\\."ed Help '!
<br />
<br />Awli~at.i..lt'J #:
<br />Date Submith::d:
<br />Produ~t Manufa\:turc-r:
<br />t\ ddre~".'IIPhollekma il :
<br />
<br />FU730
<br />021 1812001
<br />f furri.Bdt, Inc;.
<br />2720 N 46111 SlR't:'t
<br />'fampJ, FL 33605
<br />(813) 626.1676
<br />
<br />BEAM BEARING
<br />
<br />TIXhl1kal Representative:
<br />Tt.xhnic3.1 Repre~lltati\'e AddressfPhond~mall:
<br />
<br />J()~dlale
<br />2720 N 4Qth Str~t
<br />Tamp... FL 33605
<br />(813)626-1676
<br />hbo I tg tam pabay. IT. com
<br />
<br />TYPICAL DROP BEAM CORNER DET AI L
<br />
<br />N.T,S,
<br />
<br />Cat~got)' :
<br />
<br />Stluclural Compvn(11ls
<br />
<br />Subcategory:
<br />
<br />Wood Connt.'C((\fS ^n~hQrs
<br />
<br />Evaluation Methoo:
<br />
<br />Evaluation RCpvft from a Product
<br />Evaluation Entit~,
<br />
<br />TRUSS TO TOP PLATE CoNNECTOR OMITTED FOR CLARITY
<br />
<br />
<br />Rderenc~'\I Standards from the Florida Building C<.1~je:
<br />
<br />~l~Q
<br />2104.9.5
<br />1600.1.1
<br />
<br />DOUBLE TOP PLATE
<br />
<br />SllY!.d a rll
<br />AS1M A 36
<br />SBCCI
<br />Standaru for
<br />Hurrkane
<br />Resistant
<br />SSTDIO.99
<br />ASTM 1)1761
<br />ASfM D 176 [
<br />ASIM D1761
<br />
<br />1988
<br />1938
<br />1988
<br />
<br />Y~J'
<br />1 ~)..
<br />1999
<br />
<br />~URRI-oo.. T TOP PLATE ROO
<br />
<br />JACK TRUSS (TYP,)
<br />
<br />1706. 1
<br />li06.3 J
<br />231,t.4,.
<br />
<br />Evaluation Entitv:
<br />,
<br />
<br />SBCC[ PST and ESI
<br />
<br />CORNER JACK (TY?,)
<br />
<br />Quality Assuran~ Entity:
<br />
<br />PFS Corporation
<br />
<br />Validation Enlitv:
<br />.'
<br />
<br />53759
<br />
<br />TYPICAL !-lIP TIE-DOWN EXTERIOR CORNER DETAIL
<br />
<br />--= ~. ~~
<br />
<br />~-~.~
<br />
<br />--.-
<br />
<br />-
<br />
<br />-
<br />
<br />AuthorizeJ Signature:
<br />
<br />JO~l'h Hale
<br />hoolt@tampabay TT.com
<br />
<br />N.T.5,
<br />
<br />EvaluoationlTest. R~rts Uploa&"~:
<br />
<br />)' IID_17)(J_T_I1)OJn'lJ Wf
<br />n 1P_1 "7)iJ_T_h:d_0:r1 pdt'
<br />n i' ]l ) :"7 ~o r Q;\ I 'll ) f"~t~
<br />I. I ,1._, c,.'. _..l~. .c _ _:_,l.4"'U.
<br />
<br />p llD_: ~r_SBCCl'i'910/\ pdf
<br />
<br />Installation Documents Upload~d:
<br />
<br />Pmdu(;t ^ pproval Method:
<br />
<br />Method 1 Op(iul'1 C
<br />
<br />
<br />
<br />..___.:_;.t~
<br />...-"".;.>
<br />
<br />Hurri-Bolt Engineering Data
<br />
<br />Wall SpecifleaUons:
<br />
<br />StudS and Plates, syp tt2 Gra<fe
<br />StudS: End Nailed with (2) 16d common
<br />Plates: Face Nailed \.~ith 12rJ common 6- P..:~.
<br />Floor Truss: Face Nailed 'vYith 12d common 3" Q,I;.
<br />Wall Ends: (2) 2>'.4'3
<br />
<br />112" Hurr1-Bolt top Plat. Assembly Capacity, (lbs.)
<br />
<br />Anchor
<br />f e
<br />ltl3A
<br />
<br />
<br />1st Floor:
<br />
<br />Sheathing, 7/16" OS8 one side
<br />Panel Edge: 4-Q.:.I;. nom" 'Mth 8d common
<br />Intermediate: a-Q.:.C. nom" 'N1th 8d common
<br />Joints: 810cKerj IN Ith 2:<4
<br />
<br />Conventional HardW3rQ: -Slab':
<br />(per end)
<br />
<br />HOM with 71B- Grade 5 Bolt to Jig
<br />(3) 3/4. bolts Through End WaH SbJds
<br />
<br />(2) CS16 48" long 'Mth (28) 12d common
<br />Centered over floor section '.lith (14) nails per end to
<br />studs
<br />
<br />HBE
<br />
<br />HW
<br />
<br />Washer Size
<br />
<br />limiting F attor
<br />
<br /> Widtt't Length Thicknes Hole
<br /> s
<br />B 2 112. 2 112. 3116. Slot-
<br />C 3- 3" 1/4" 9J1 S"
<br />- Yt" X 1. Slot
<br />
<br />(1) A1t0W3ble Roo TenSile Capac~y.
<br />4010Ib$.
<br />(2) A110wable Menor Capacity
<br />(3) Allowable Wood Be:a ring
<br />C3pac!ty
<br />
<br />(1) CS16 48" long VV'lth (28) 120 common
<br />Centered over noor sectlon 'Mth (14) nails per end to
<br />studs
<br />
<br />2M FlOor:
<br />
<br />HeA - Huni.BQIt Cast in Place B1 .AN:hor
<br />HSE - Hurri.Bolt 87 Epo"y 9IJd
<br />H\V - HlJfri-Wedge Onlted in .AIlehor
<br />
<br />~
<br />
<br />.AJI anehof$ af1! at '-3/4- distance from centerlin e of anchor to free edge of fou ndation and 5-112-
<br />froO'l end of foundation.
<br />
<br />T'he Huro.Wedga anchors ha"'8 a tensile capacity of~ Ibs. for:mJ psi concrete at 1.314" edge
<br />distance. Ii interior location,. there 1$I\)ft O'l'er c3pac~y (Qr sMar ~t ttle slab, Nong interior wall,
<br />the teMife e3pacity is .4910 Ib$ for the HIJrri-Wedg9, A combined shear and tensile loading
<br />calculation must be performed according the applicable building code.
<br />
<br />Sample Calculation (combined shear and tension loadIng on Hunt.Wedge, mln ~.. from edge of stat
<br />JOOOpsf concrele) per 1999 sac
<br />
<br />TU.SIOH~~l\W,-3900 LBS! TEHSIOrtA~~!'~" 4913 lBS, SHEAIl~~!,~" 2260 lOS
<br />
<br />1 ... {( TEHSIOH~ruAlI TEHSIO IfAlLOUkC)2 . ( SHEARA',/AJutLcI SHEAR.tu.au.lLC)'
<br />
<br />SHE~Y.UMlt'" (1 - (TEHSIOIf~TU.4L' lEHSIOHAluMAtt.c)'J\'2 · (SHeARulOl'lAn~
<br />
<br />SHEM.~c - 1370 LOS
<br />
<br />Srnglo Hum-8olt
<br />(per End)
<br />
<br />'Slab':
<br />
<br />112" Grade 5 80lt to J(g, 2- Square Washer
<br />(HBSS) and POSitive Stop Coupler (HBC)
<br />
<br />1rl.2Od Fr~Ot~6' Hurrf.8olt Rods (HBR)
<br />
<br />TOp Floor. Hurrt-Bolt Top Rod (HBT), SYP Top Plate Washer
<br />(HBST), and Nut (H8N)
<br />
<br />Double Hurrl-f3olt
<br />(per End)
<br />
<br />'Slab':
<br />
<br />(2) 112" Grade 5 Bolt to Jig, 2" Square Washer
<br />(HBSS) and PositiVe Stop Coupler (HBC)
<br />6-,Apart
<br />
<br />1s1 FIO<)r: Hurrt-6olt Top Rod (HBT), SYP Top Plate Washer
<br />(HeST). and Nut (HBN) at 2nd FroOr Sill Plate
<br />
<br />2J"rl Floor: 6' Hun1..8olt Rods (HBR)
<br />
<br />Top Floor. Hurr1-8olt Top ROd (HBT), SYPTOp Plate Washer
<br />(HBST), and Nut (HBN)
<br />
<br />JI)d'9d-<N\9OaW\'3JJ.f-)Vg..U~+\:()
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<br />SI-lEET No.
<br />
<br />AD-P6
<br />
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