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TOP CHORD S172" X i-1/2t CNET PRODUCT OF SPF #1/#2 OR BETTER
BOTTOM CHORD: 2-1/2" X (NET) PRODUCT OF SPF #1/#2 OR BETTER
DRAWING Nie 9008572
WEBS: 2-1/8" X 1-4/E" CHET PRODUCT OF SPF @i/#2 OR BETTER DRWG, DATE: 22/22/23 BY: PMP.
wore UNLESS NOTED REV. BATE: ay
(4 > 1-1/2" X 1-472" GNETD PRODUCT OF SPF STUD DR BETTER < FEST REPORT NO 9008572
____
(00> 9° LONG WEDGE PRODUCT OF SPF STUB OR BETTER TEST TYPE: atk CYLINDER TEST METHOD
(& > B-/e" X ri72" <NETD PRODUCT OF SPF STUD OR BETTER # tag! 78. Stuart feels, 2 sr 82 27% RESIGN CRITERIA HD 7S
C$ > Give" X Pie" GHET) PRODUCT OF SPF STUD DR BETTER 2 iO. ad <a HUD 1:75)
(4 > 21/e x Inve" QNED PRODUCT BF SPF STUD OR BETTER =, us TRUSS TYPED HG MP
(© * > PLATE PLACED 1-1/2" INTO THE BOTTOM CHORD, z ws pate:
CAUTION: DU NOT STAND ON UNSHEATHED TRUSS MEMBERS.
4 . ate: 1/15/24 TRUSS LENGTH: 146-172"
BEARING CONDITION 2-1/8"
avin
2...
THIS TRUSS COMPLIES WITH HUD WIND ZONE I AND ALSO THIRD PARTY: _ PFS
MEETS REQUIREMENT FOR WIND ZONE Ii @ 16* OC, WHD JOB NG R ~ 3009
-89 PSF MAIN LOAD, -3i PSF FAVE/IVEHANG, 6 PSF DL nc
cesta
ING?7E: SPECIAL CARE SHOULD BE TAKEN IN SHIPPING, HANDLING, STORAGE,
CIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED~ SEE AND ERECTION OF THIS PRODUCT.
SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRED
BETWEEN ALL MEMBERS AT THE JDINT. CONTACT ALPINE FOR ALTERNATE JOINT THE ENGINEER'S SEAL GN THIS DRAWING INDICATES PROFESSIONAL
CONDITIONS <TG ACCOMMODATE NATLERS AND PLATES AT SEMBER eos. ETO> RESPONSIBILITY SGLELY FOR THE INITIAL DESIGN QUALIFICATION, TRUSS
AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE O9N/1 8/2024 TESTS CONDUCTED BY ITW BUILBING COMPONENTS GROUP IN ACCIRDANCE
ENGINEER AND CONFORM TO THE HOME MANUFACTURERS INSTALLATION TETALS. WITH THE APPLICABLE REQUIREMENTS OF THE HUB CODE, PART 3220,
WARNING: FAILURE JO PROVIDE PROPER FIELD CONNECTIONS MAY SECTION 9200402, JeN. 18, 2013, THIS DESIGN SHALL BEAR THE LISTING
RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. SvaAMP OF A LISTING AGENCY, THE TRUSS MANUFACTURER SHALL BE
2 MENTIONED BY THE LISTING AGENCY TU INSURE CONFORMANCE WITH
FIELD CONNECTION SCHEDULE, MAXIMUM LOAD G@as> LISTING QUALITY CONTROL SPECIFICATIONS AND HUD CODE REQUIREMENTS.
AXIAL SHEAR
TYPE) «PER TO JD SPARALLEL Ta JD | TENS=TENSIO BHP WiF> iz
1 [340: TENS | 400 COMP 109 Eetectbipre
DESIGN sooo
CONNECTION 58
@_ {30 TENS | 30 COMP — FOR COMBINED AXIAL + 12 13/16" etolve
C_[ 105 TENS | 93 COMP | S10 DOWN, C55 UP | SHEAR LOAD SHOWN. pen Uptional Cutof
‘ge from heel inward,
NOTE! THE PROJECT ENGINEER SHALL DESIGN THE SUPPORTS Bea fhe
WALL AND/DR BEAMS) AND BUILDING SYSTEM TD 65 t 4
ACCOMMODATE HORIZONTAL REACTIONS. ¢ 2gHPwer:
© H HORIZONTAL AND LATERAL RESTRAINT IS REQUIRED AT TOP Y to,
OF THE VERTICAL WEB, TO PREVENT MOVEMENT IN ANY i wee exe ——4
DIRECTION, FOR THE HORIZONTAL FORCE OF 108 LBS. D
(ap GONE SIDED
ALL HORIZONTAL CONNECTIONS MUST BE VERIFIED BY INSPECTION ixs- >
A LOOAL Oe STATE BUILDING OFFICIAL OR A THIRD PARTY 146 Ls
IN ISPECTH [QN AGENCY TO VALTDA’ 1 are t = £ { 1 3/16
© A> CONTINUOUS LATERAL SUPPORT i Nusxe KS a7 | aT i
© C> CONNECTION SHALL BE MADE AT MATE LINE WITH SBUTTTING TRU: «co
; Lo to 1 asa
Of1 afar
to y
Tans FORCE OF WS Cie Ta “SUPPORT VERTICAL REACTIES SHOWN, of ed 3 se Beco
© F > NOGAP AT HINGED CONVECTIUNS, PROVIDE @ MINIMUM OF 2° 6 52 sve
WOOD TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. So erie | to 7 1/2"
2BHPW is manufactured with 18 gauge steel. 39 Overhang
R= 310% R= S678
= = U= 2948
JOB: €L122223-1 Us 2Ss# Rh= 1098
PLATE TYPE: ALPINE WAVE FURNISH A COPY OF THIS DESIGN TO THE UNIT MANUFACTURER,
one INE cP en GaN Y REVISION NOTICE! rrw BUILDING COMPONENTS GROUP SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 16* DC 24? OC
MeS14 Earth City Expressway, Suite 242 THIS DESIEN SPECIFICATION OR ANY FAILURE TO BUILD OR ERECT THIS TRUSS IN CONFORMANCE WITH
Earth Cit Mo 89045 % TaIRD PARTY QUALITY CONTROL SPECIFICATIONS, THIS TRUSS IS TO BE USED ONLY FOR THE Bearing [LOADING ¢ PSF 29 LOADING ¢ PSF
NATIONAL Waa AND LOATING CONDITIONS SHOWN, UNLESS NOTED OTHERWISE, FOP CHORD SHALL HAVE PROPERLY Top tt: 45.0 47OP Lt: 30.0
ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING | 7FP Di: 15.0 \TOP DL: 10.0
= Cee EOE ITWBCG CONNECTORS ARE MANUFACTURED FROM 20 GAGE GALVANIZED STEEL UNLESS NOTED. APPLY
AL Pi NE FAX: CONNECTORS Td BOTH FACES OF TRUSS AT EACH JOINT UNLESS NOTED. LocaTe connecter prates BOT Li:
8 gROT iti
8
saitrweompany 024) 344-3181 8S SHOWN ON DRAWING MA-97,681 UNLESS DIMENSIONED OR NOTED. CHORDS AND WEBS ARE SQUARE BOT Dk: 60 4ROT DL: 4.0
CUT AT EACH END UNLESS OTHERWISE SHOWN, ALL VERTICAL WERS FORM RIGHT ANGLES WITH THE —— —_——_
FABRICATED BY: NORTH AN FOREST PRODUCTS TOTAL: : _&
PHONE NO. <269> ees asu N FORE BOTTOM CHORD UNLESS DIMENSIONED. HEEL AND RIDGE BEAM CONNECTIONS BY OTHERS.