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25A-046 (38) P. 03 :52 AM Nei ype ty ontasso oo ,,MONASORI CIRDER01 1 2 $810024 MR TMM,C -TNC�7(lb) bX -a sr� 1 97-M, eta n ua t es, nc. a av 28 LOAD CASES)Concentrated Loads Van: 22-•1 21 Wind Lett: Lumber Incivase-1.33, Plate Increase.1,33 Uniform Loads( if) Vert: 1•?-7.0.2-3-7.0,3.4-7.0, 4.5-7.0 5.6*24,6, 6.7 24,6. 7.8-24.8, 8.8-24.6,9.10-24,8, 10.11-24.6, 11.12-48.0, 1•ti2--10.0, 21.22•••10,0, 2.1-23-•10.0. 20.23-•10.0, 110-24--10.0, 119.24--10.0. 18 19- 110,0, 18.25--10.0, 17-25--10.0, 17.20--10.0, 16 26--10.0, 15.16-•10.0, 14.16--10.0, 1314-•10.0, 11-13--10.0 Harz: 1.2-•17.0, 2.3--17.0, 3-4--17.0, 4.6=•17.0,7.8-34.6,8.9-34.6, 9-10-34.6, 10-11-34-6. 11.12-58.0 Drug: 5 a- o.t, 5-7-0.1 31 Wlnd Right:Lumbar Increase-1.33. Mate Increa3o-1.33 ! Uniform Loads 1011) I Vert: 1-Z-24.6, 2.3-24.6. 3.4-24.6. 4.6-24.6, 5.6-24.6.'6-7-24.6. 7.8-7.0. 8.9-7.0, 9-10-7.0, 10-11-7.0, 11.12-30.4, 1-22..-10.0. 21.22--10,0, 21-23--10.0, 20.23-•10.0. 20.24-40.0. 19.24--10,0, 18.19--10.0, 18.25-•10.0, 17-25--10.0, 17.26--10.0, 1616- 10.0, 15.18-•10.0, 14-15-•10.0. 1314--10.0. 11.13--10.0 Harz; 1.2 34.8, 2-3-•34,6. 3.4-•34,8,4.5--34.6.7.8-17,0.8.9-17,0,910-17,0, 1011-17.0, 11.12-40.4 Drag: 6.8-•0.1, 6-7-0.1 41 1st Wittd Parallel: Lumber Increase-1.33. Plato Increase-1.33 Uniform Loads(pH) Vert: 1-2-24.6, 2.3-24.6, 3-4-24.8, 4-5-24,8, 5.6-24,6, 13.7-24-6, 7.8-24,6. 8.924.6. 9-10=24.6, 1611-24,8. 11-12-48.0. 1.22-•10.0. 21.22--10,0, 21.23--10.0. 20.23--10.0, 20.24+-10.0. 1924--10.0. 1819--10.0. 18.25-•10.0. 17-26-•10.0. 17-28-•13.0, 16.26--10,0. 15.16--10.0. 14-15-•10,0, 13.14-•10.0, 11.13-•10,0 14ar3: 1.2--34.6. 2.3-•34,6, 3.4--34,6, 4.5-•34.6. 7-8-34.8,8-9-34.6,9-10-34,8, 10.11-34,6, 11.12-58.0 Drag; 6.6-•0.1, 6-7-0.1 5) 1 at unbalanced Regular;Lumber Increase-1,t 5, Nate Increase-1.15 Uniform Loads IppIf) Vert: 1-2--100.0, 2-3-•100.0. 3.4-•100.0, 4-5--100,0, 5.6--100.0, 6 7--100.0, 7.8-•20.0. 8-9-•20.0,9 10--20.0, 10.11.•20.0. 11.11--20, 1.22--20.0. 21.22--20.0. 21.23-•20.0. 20-23-•20.0. 20.24--20.0, 19.14--20.0, 18.19--20,0, 18 25--20.0, 17-25-•2f).0, 17.26--20.0, 116.28-•20,0, 15-16-•20.0, 14.15-•20,o, 13.14-•20.0, 11.13--20.0 61 2nd unbalanced Regular; Lumber Inareaso-1.16,Plate Increete-1.16 Uniform Loads fplf) Vert: 1-2--20.0, 2-3--20,0.3-4--20.0. 4.5-•20.0,6.6--100.0, 6.7--100.0,7.8--100.0,8.9--100.0, 9.10--100.01 1011-•100,0. 11-12-•100.0. 1.22--20.0, 21.22--20.0, 21.23-•20.0, 20-23a-20,0, 20.24..-20.0, 19.24-•20.0, 18-19=•20,0, 18.25--20.0. 17-25:=•20.0. 17.26--20.0. 1628--20.0, 1516--20.0. 14.15-•20.0. 13-14-•20.0, 11-13--MO 7)Usor del(ned:Lumbar Increase-1,15,Plate Increase-1,15 Uniform Loads( 11) Vest: 1.2-•100.0. 2.3-•100.0, 3.4-•100.0, 4-5 1000. 5 8-•100.0- 13-7--1000, 7.8•--100.0, 8.9--100.0, 0.10--100.0, 1011-•1000, 11.12--100.0. 1.22-•20.0, 21.22--7.0.0, 21.23-•20.0, 2073--2U.0, 20-24- 20,0, 19.24--20.0. 10.19- 20.0, 1tr-Z5--20.0. 17-?5--200. 1 17.28-20.0, 16-28 16.16--20.0, 14.15--20.0, 1314--20.0. 11.13-•20.0 Concontrated Lords (Ibl Vert: 21--1300 /� t 81 User defined: Lumbar therans -15, Plate Increase-1.15 Uniform Leeds (plf) Vert: 1-211+-100.0. 2.3--100.0. 3 4--100.0, 4.5-•100,0, 5.8--100.0. 6 7--100.0,7-6--100.0. 8 9--100.0, 9.10-•100.0, 10 11--tOc)'0, 11.12-•100.0, 142--20.0, 21.22-•20.0, 21.23•-•20.0. 20.23.20,0, 20-24--20.0, 19.24..-20.0, 18-75--20,0. 17-26,=•20.0. 17 26--20-0. 18 06./5 1 8- 20.0. 14•t 5 a 20.0, 13 14- 20.0, 1 1.13- 2Q.0 Concentrated Loads Ob)Vert; 23--1300 91 User defined;Lumber Inertia Plate increase-1.15 Uniform Loads ( Ill Vert: 1-1�--100.0, 2 3--100.0.3.4-•100.0.4-6--100.0, 5.6--100.0. 6.7-•100.0, 7-8--100.0 8.9.100.01 9.10- 100.0, 10-11-•100.0, 11-12- 100.0. 1.22--20.0, 21.22- 20.0. 21-23- 20.0 20.23--20.0.20.24- 20.0, 19.24-•20.0, 18.19--20.0, 78.25 • 20.0. 17.25- 20.0. 17.26- 20.0. ifr•26-- Q0. 15.1620,0. 14.15--20.0, I 13.114-•20.0, 11.13--20.0 Concentrated Loads fib) Of Vert; 20-•1300 10)User defined:Lumber Inertia5; Plate Increase-1,1 L Uniform Loads 1 111 t t rt.21- 100.0, 10.22-3.20.0021-22--20.0,021-23- 20 0 0-23-20 0,20 2-.100,0,0,819.-100.0 8-9 18�i M.o--20.0 10-25--20.0.0 17-25--20,0, 0-28-•20.0. 16-28- 0.0. 15-16--20.0, 14.15-•20.0. 13.14--20.0, 111-13-•20.0 Concentrated Loads(Ib) Vert: 24--1300 1 1)User defined: Lumber Increas ,15, Plate brcreass-1.15 Uniform Loads(ppIf) Vert: 1.2-•100,0, 2.3-.100.0.3.4-•100.0, 4.5--100.0, 5.8--100.0,6-7-•100.0, 7.8 100,0, 8.9-•100.0, 9.10•-•100.0. 10.11--100.0, 11-12-•100.0, 1.22--20.0, 21.22--20.0. 21.23-•20,0, 20.23-•20.0, 20.24--20.0, 19.24--20,0, 18.19--20.0. 18.25-•20.0, 17-25-.20.0, 17.20-•20.0. i 1&26--20,0, 15.180.0. 14.15--20.0. 13.14-.20.0, 11-113--20.0 ConcontrabW Loads (lb) Vert: 18--1300 12)User defined:Lumber Inc ran 1.15. Mate Increase-1.15 ! Uniform Leeds(pill Vert: 1.2■-100.0. 2.3-•100.0, 3.4--100.0, 4.5=-100.0, 5.8-•100.0. 6.7-•100.0, 7-8--100.0, 8.9--100-0. 9.10-•100.0. 1011--100.0, tt-12-•100.0, 1.22-•20,0, 21.22--20.0. 21 23- 20.0, 20.23--20.0, 20-24-•20.0, 19.24--20,0, 18.19--20.0. 18.25-•20.0. 17-25-•20.0, 17.26--20.0, I 16.28--20.0. 1S-16-• 0.0, 14.16--20.0, 13.14--20.0. 11.13-•20.0 Concentrated Loads(lb) Vert; 25--1300 131 Usar defined: Lumber Increas .15, Mate IncroBse-1.16 Uniform Loads IpIn Vert: 1.2 :100.0, 2-3-•100,0, 3.4-.10)0.0, 4-6-•100.0. 6.6--100.0, 6-7-•100,0,7.8-•100,0, 8.9-.1aio. 9-10- 100.0. 1Q-11-•100.0. 11.12-•100.0. 1.22-•20.0.21.22--20.0.21-23-•20.0. 20.23--20.4, 20.24--20.0, 19 24--20,0, 1819--20.0, 18 25-•20.0, 17.25--20.0, 17-26-•20.0, 16-26-•20.0, 15.16--20.0, 14.15-•20.0. 13.14-•20.0, 11.113--20.0 Conceruratad Loads(Ih) Vert: 17--'1300 1141 User dalined. Lumbar increas .15,Plata Increase-11.15 ontlnued nn page 3 O WARMNO-V ar(Pq dot 1pn param4tere and READ NOTES ON TIM AND R6 ASS SSE B&rOA6 I=- Callan vorkl rot we only wan Mrtek oonn•ctou. thk de4gn 4 bared only upon parameien rhown,an,}M 101 an hdlvldvCl ovocling component to Ge fnstoMO an•.1 boded yeli)cally. AppacotAly of deslOn owitametert and proper Arcoavaratkxl of Component is respomblilty of butatng dmlonar-npl Ifw1 dotbnet,Moclnn thown a tot bteroi wooed of Indlvlduol web membetl onN.A.7dll"-01+efsnototy tracing to Insut•slabmy dwing eonfftuctlon Is IM 'f PUSS Tr—usi Typo Qty 0 HOOT at cinrxno) 28 i6:237'r6799"a9iT- 40 M 22 21 23 20 24A 18 25 17 M to 15 14 13 DEFL 0n) 000 Wall PLATES GRIP TCDL 10.0 I.umber Incroaso 1.16 ac 0.30 Vart(TL) .0-12 18-20 >999 8CDL 10.0 rods BOCA/ANSt95 (Matrix) Min Length I LL deft - 380 BRACING LUMBER TOP CHORD Sheathed or 6-0.0 on comer purilm tipacing. TOP CHORD 2 X 6 SPF 21 OOF I-8E SOT CHORD Rigid ceiling directly applied or 10-0-0 on center brAcIng. Eycoot! Max Llphftl--1 5711cod casts 4), 10 -424(load Casa 4t, 11--1 62(foad caso 2) rR FORCES fib) NOTES 11 2-ply truss to be ccnno(,,ted together with I od Conirnon(.146'01 Noll$as fQllows: Top chords conmocted with 2 row(&)at 0-9-0 oncontar, Dattorn thards connected with 2 row(&)at 0.8-0 on center. Webs connected with I 2)This tru;s has boon choz;kod for unbalanced loading conditions. 3)This tnoss has boon designed for the wirid toads generated by 80 rnph winds at 25 It above ground level, using 5,0 psf top cwrJ dead load and 5.0 psf bottom%;hard dead lood, 100 ml from hurricane ocqanllne,an a cohdition I enclosed building,of dirnanxions 45 It by 24 It with exposure C ASCE 7-93 per SOCA/ANS195 If and varticals or cantilevers exist,they*-(,a exposed to wind. It ches exist,they are not exposed to wind. Tho lumbar DOL liteteass Is 1,33,and thow plate rip Increase Is f-033 4)Except as shown below. specloyconnaction(s)required to SuPPon concentrated lood(s). Design of connactionis) Is 0 delege-tod to the building designer. C,fo 6)Provide adequate dioitia-ja to prevent water ponding. 6)Alt plates are M20 plates unless otherwise IndIcatod. 7)Provide machon;cal connection (by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 11. ILI% 4-11 '21 0 W 1 424 th uplift atJoint 164nd 162 lb uplift at Joint It. 241111. 8)This truss has bean tinsignod with ANsi/TPi 1-1995 criteria, 0 A 91 Load castis) 1,'2.3.4,5, 6 no#been rnudifiod. Uuilding designer must review loads to verily that they ore correct I" for the Intanded osc of this truss. LOAD CASEM) 045 03 1) 0-gular'Lumber Increase-1.16.Mato Increase-1.15 Uniform t.cads( if) DeO36�ogj Soi vs*only wHh M(Y#k coAhoctom This desfon)A bose,41 only upon patornef&n shown,and Is for an Incilv6duot 00,31ho cornponeril to be OmWoi.lkocing shown is to0olofol ouppoil of individual web rnambesta only.Addittonat f6mpolary brocing to Intul*slat)MV duibg construction is the P. 01"' JUL-17-97 11 :50 AM Pa&RLTRUSS CO.5 INC. EAST DIVISION WHOLESALE WOOD TRUS5t$ JULY 17, 1997 80e3 ROUTE 9H,HUDSON,NY 12534-9318 • (518)828.2888 1 , PUG() LUMBER CO. 24 WEST STREET HATFIELD NfA. 01038 ATT. CHl1CK RV: MONTASSORI SCHOOL PER OUR CONVERSATION TIIIS MORNING CONCERNING A GIRDER TRUSS TO SUPPOTr A 13001,13 DOOR,PLEASE REFER TO TIME DP-kWING fIS610024 "GIRDER0I". IN 11-M, S1."C'1110N UNDER LOAD CASES. YOU WILL FIND A 1 300 LB CONCF,NTIZAI'ED LOAD AT JOINT NUMBERS 22,21,23,20,19,18,25,17,ANS 26, THESE NUMBERS INDICATE THE JOINTS ALONG THE BO'1'IA1 CHORD OF THIS TRUSS, THIS TRUSS 1S DESICNED TO CARRY A 1300LB LOAD AT ANY ONE Oil THESE LOCATIONS. IFS I CAN RE OF FURTHER ASSTSTANCL• PLEASE CALL N1E AT 518 828 21199, JOE PLOURDE 2,C�c}-4�.,,,,,. G �NERAL MANAGER INS S n WRIGHT BUILDERS LETTER (01F MUM. ONU MQL 115 Industrial Drive — �j NORTHAMPTON, MA 01060 DATE •ry/ a JOB NO. 7 L ATTENTI (413) 586'8287 ON Ton RE: To o r m D l'I t (�„��1, Y�rncn do r I�yrt�..�n-.orl�r�t � A C�►�oL� �}, WE ARE SENDING YOU Attached ❑ Under separate cover via �` tl, ,,p tl�g ite s: ❑ Shop drawings ❑ Prints ❑ Plans El Samples Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION ru THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution xAs requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS � � r _/,Z 4 11A �c — a Ae /�G i&�f.--01-#LIAW /°4 /!2 /PEaLI/l 9N►rj' . COPY TO LaorC1 I'I rch FLA C I r C( — SIGNED: e Imo..croto�,Mm.clan. if enclosures are not as noted, kindly notify u at once. PROWCT 240-2 n