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DRAWING NO: 9008605
TRVE DATS a7iyae BY PNP
REV. DATE! my
Test Report 2008605 __
TEST TPES ate CLINOER TEST METHOD
‘ESIGN CRITERIA HUD 175
CAUTION BO NOT STAND ON UNSHEATHED TRUSS MEMBERS. TRUSS TYPE: HG PK
THIS TRUSS COMPLIES WITH HUD VIN ZONE 7, AND ALSO TRUSS LENGTH 154°
MEETS REQUIRENENT FOR WIND ZONE II @ 24° DC. BEARING CONDITION 7"
+39 PSF MAIN LOAD, -51 PSF EAVE/GVEHANG, 6 PSF DL THIRD PARTY: __ PFS)
GIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REGUEED — NHD iB NB 3008)
FOR CONNECTION LOADS AND REQUIREMENTS, TIGHT FIT 1S SeauReD 0. CA 42005000827 INOTE: SECA CARE SHOULD BE TAKEN IN SHIPPING, HANDLING, STORAGE,
MBERS AY THE JOINT. caNTat CT ALPINE FOR ALTERNA TE_OINT €NQ ERECTION OF THIS PRODUCT.
CONDITIONS CTU ACCEMMALATE WAILERS GR p PLATES AT i ENDS, ETC>
AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE PROJECT ENGINEER'S SEAL ON THIS DRAWING INDICATES PROFESSIONAL
ENGINEER AND CONFORM TQ THE HOME MANUFACTURERS INSTALLATION DETAILS. RenSULETY SOLELY FOR THE INITIAL DESIGN QUALIFICATION, TRUSS
WARNING FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY VESTS CONDUCTED BY TTW BUILDING COMPONENTS GROUP IN ACCORDANCE
RESULT IN INADEGUATE STRUCTURAL PERFORMANCE, WITH THE APPLICABLE REQUIREMENTS OF THE HUN CORE, PART 3250,
Fit CONNECTION Si Er HAXMUN OAD SEETION 280402, JAN 16, 2013, THIS DESIGN SHALL BEAR THE LisTaNG
TYPE] AXIAL.TO t>__ | PaRaieL
sPERP ‘SHEAR ta TENSION PENTIONED BY THE LISTING AGENEY TD INSURE CONFORMANCE. WETH
i jgb8 TENS [224 COMP = Cas CONPRESSIEN
DESIGN CONNECTION
21137 TENS 16 CORP # FOR COMBINED AXIAL + Xb
= SHEAR LOAD SHOWN,
7 wt s
ALL HORIZONTAL CONNECTIONS MUST BE VERIFIED BY INSPECTION
EF A LOCAL OR STATE BUILDING OFFICIAL OR A THIRD PARTY i ig 3/4"
INSPECTIDN AGENGY TO VACIDATE THIS TRUSS DRAWING.
< > CONTINUOUS LATERAL SUPPORT i9 7716"
Ff AP AT ED CONNECTIONS, PROVIDE A MINIMUM OF 2°
CF? op ta Wodb GaMTaCT WEN TiNGED SeeTiON ie RMisear re TET
2EHPW Is va manufactured with
with 1B gauge steel . ; Ie Bt ;
<P TETAS MSPS Meg @rmowsmces SSid 1
' ~ i2 3 NAIL an
hearin ALT. 24° Oc
vio 7 ie " aoma 7 yer LOADING ( PSF )
QVERHANE va 139° 7 ve" DVERHANG TOP Lis 20.0_
REBOTELLI=449 LBS RC2OTCLLIN44S LBS Top ob: 7.0
RGGOTCLLIRS78 LES RGOTCLL=S78 LBS feor yg
RGGOTCLLOE706 LBS ————
UCWZ D=133 LBS BOT DL: 8.0
JOB: CLO3iIGz6—1 UWZ TD=439 LBS UGWZ ID=439 LBS yor: 350 |
PLATE TYPEt ALPINE WAVE FURNISH 4 CUPY OF THIS DESIGN 70 THE UNIT MANUFACTURER, —
Ne an ie CONE pusion NOTICE: rw BunbING COMPONENTS GROUP SMALL NOT BE RESPONSISLE FOR ANY DEVIATION FROM a4 OC ALT. 247 OC
‘514 Earth Cit ressiay, Suite 242 THIS ESHA SPECIFICATION BR ANY FATLURE TO BUILD O ERECT THIS TRUSS TH CONFORMANCE WaT! emcee
Earth City, atGe Bees THIRD PARTY GUALITY CONTROL SPECIFICATIONS. THIS TRUSS 1S TO BE USED ONLY FOR THE BEARING |LOADING ( PSF } LOADING
( FSF )
Bi ae itz 4ND LOADING CONDITIONS SHOwi UNLESS NOTED OTHERWISE, TOP CHORD SHALL HAVE PREPERLY TOP ti: 40.0 {7OP Ui: 30.0
~ ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CENING 4 7OP OI: 7.0 FTOP DL: 7.0
AALIBINE
Aniweompany,
&2 5882 | pes crc: at renner oc ceva rm ones re 6 | gor sg faor 0
i! E: TTWBCG CONNECTORS ARE HANUFACTURED FROM 29 GAGE GALVANIZED STEEL
G14) S4d—1a7 | aS sHawy ow Denvine MA-37,661 UNLESS DMENSIONED OR NUTED. CHORDS aw vess anc soume | POT pr; @,0 IBOT Dl: 2.0
UNLESS NOTED. APPLY ——_!
OUT AT EACH END URLESS GTHERWISE SHIWN. ALL VERTICAL WEBS FORN RIGHT ANGLES WITH THE
PHENE NE.
PHONE. NEE @69)
(269) GES BUD N FOREST
663-8500 PRODUCTS BOTTOM CHORD UNLESS DIMENSIONED HEEL AND RiIGE SEAM CONNECTIONS BY OTHERS. TOTAL: 35.0 }7O7AL: _ 45,0