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JOB: SEND Tl- PRUSS MFG. MINN. SE <br /> TOP CHORD 2X4 MSR-SPF 2120F-1 .8E IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS <br /> BOT CHORD 2X4 MSR-SPF 1650F-1 .5E FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO <br /> WEBS 2X4 SPF *3 VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM <br /> TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S <br /> NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. TRUSS LAYOUT. <br /> ALL PLATES ARE .TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND <br /> TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. <br /> SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " I <br /> DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE <br /> EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS. <br /> SYM <br /> ABOUT y <br /> I 1 <br /> 5X4 <br /> X4 .00 ' <br /> \ 1 .5X3 <br /> \ • <br /> 3X9 <br /> r I'-1 <br /> \\ <br /> 3x6/no spl \ <br /> S20-3x5/alt spl 5X7 <br /> 14-0-0 • <br /> 14 `-- r <br /> ' 28-D-0 <br /> R-1645111 <br /> PLRTE TYPE--ALPINE SEON--685695 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR scE ••D.saoo <br /> M, <br /> rLAINE [ INIERI0 PRwuCIS, INE. 1' TAU SES R1.1.41191_ LxTREnt. URE DESIGN CRIT TN -78 REF U-28- >aL-1742 <br /> **IMPORTANT** DRILL NOT DE RE=.PONSIBLE FEB Ph+ WARNING IN 1i1NTXTHC, FRICTION AND I -.my c•.-,+,y ,n•, trot. <br /> O O = O O OEYIRTION FROM THESE SPECIFICATIONS OR FRY DEYIATICH FACII ER1V;Ri7.SCE ZTVT-76-,EDRACEh&. VOW TRWSC9+ a.•_:... -'' n7""- •. TC LL 4Q,D PSF DATE 05/Q4/82 <br /> G� C� Cm C� THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORFTINCE CO.51(HIRRT A2)RECUt1Eh'DIIIIOHS-. PI,. SEE ''•" .';„,'"f"....„.my a+r s• <br /> +"•, 10.0 PSF ORVG. 518,081 <br /> = = l� (� YI(H THE "DUALITY CONTROL Rfil/flL' BY TPI. ALPINE l'OroECTO115 THIS DESIGN FOR fFJD111Dh1L SPECIAL PENPl1• .. • wlr •••s+•+irN .... IC DL <br /> O C = O PRE FIFNUFRCTLRED FROM 20 GAUGE :IW YPNIZtn !.TEFL LEGS HEST ORM:INT. Rf.ItTIRFLENTS. ULESS DTHEAWISE I.. Ia.., Ans...., walk. <br /> p ' LPIN p OTHERWISE SHOWN, MEETING REWIREAENTS OF FG1R A446 GRACE R. SHOWN, TOP CHORD '.2iILL BE LATERFCLI ARMED 1"' 1•.....4 'M �•N I 6C DL 1 D.0 PSF IL-ENG <br /> j.I,Ig/C J1,1 <br /> `� ''LPIN APPLY CONNECTORS 10 BOTH FACES AT EACH .HINT RIO IOCRTE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ♦ • 7 TBT,LD. 15Q,Q PSF 0/R LEN. 28-0-Q <br /> TRUSS o SHOWN. BEARING WIDTHS ARE R'NOTIINFL WLESS OTHERWISE SEOVN. BOTTRI CHAO WITH RIGID C.EILIIG OR WILING <br /> Cl G DESIGN STAHDRROS C1)FDRA WITH FPPLICRBLE PROVISICRS OF AT nfTx[Iun CF 10 FEET D.C. EX)MUT TSE THIS •^'•cU• DUR.FAC. 1 .15 PITCH 4.0/12 -" <br /> O C� = t� L7 0 •NOS-82 PC •TP1-71 EA PCI.77 (INTERIM DESIGN WITH FIRE RETRRORHT TREATED LUMBER. 1 0•atJ/OF's. I . 'S+•' /' ` <br /> ••-TPI - TRUSS PLATE INSTITUTE, WAS - hATIONP!SPECIFICAT!OR FOR 0000 CONSTRUCTION SPACING 24.D TYPE <br /> 1a.r - _.-._-._._._�_.^.�__ �_._J'"�_'.T _ .� .. .._ -..+�-tS7Q•1.':^-'�Z�:.,._x.... __G^Y:E�:_.... .... <br />