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1 & 2 FLOOR FRAMING PLAN* JOlST5 �24"04 F-I N r k�I `-1 k� I III 57AXWELL III III 1 1 I h I Ali m IIN, 11.DOE, MICROLGAML✓L 4 Hz_ F-' rz 50' MRSTILOOMMEMATION WILL MATCH TOP OTPUUNOA uorv. 15'�5"x 1125" 20E PARALIAMOft 31b5"x ISB]5" 19c MICROCIAM LVL 3 F- F//iI FL OOR FR,4I1/NO llg,_/ O•e F / W o p 12'd• 12' 12 rz 50' B,4o5°E 14-MNZ,471ON PL4I/ SECOND fLPoR ELE✓AT/ONW/LL BE S ABO✓E TOPOF FOUNDATION. SECO/✓D FL OOR FR,4I1/NO 1�9"-1 A 0A, F--1 EXPANSIONANCMDRS AT 16"O.L /NASTAGGERED PATTERN ILBJ5TJlL65 J0/SR®24"O.L BY'TRU55 JOIST MacMfLLANOR EQUAL UPC OR EQUAL IJ3IO HANGERS OR EQUAL HANGER CONNECT/ON DETA/L 516" TYPE"d" GYPSUM WALL BOARD NOTES PRONDE WEB STIFFENERS ArEAEH CONNECTION 2 - LAYERS EACH SIDE, ALL JOINTS WILL OF TAPED TO INSURe 2HR FIRE RAT/N6 L ENGINEERED LUMBER WILL BE FROM 'TRUSS JOIST MMMILLAN"OR AN APPROVED EQUAL, 2. JOISrHANG£RS WILL BEFROM 5/MP.'nl'N STRONG 1/CrURANAPPRO✓£D EQUAL. FINISH FLOOR £LE✓ATION TO MA TOR TOP OF FOUNDATION SALL ENGINEERED LUMBER AND HANGERS WILL BEIRS TAILED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S - RECOMMENDATIONS AND SPEOYFICAT/ONS. T 1LBFi TJI LE5J0/STS®24"O.C. - • A PLEANSbN IRS IS WILL 351711-522.T WCOG£"BY"RAMSETREDHEAO" OR AN APPROVED BOWL. BYTRUSS JOIST MacM1LLAN OR EOUAL 5.ALL ADDING WILL 8£PERFORMED 8YACERTIFIED WELDER US/NGE]O ELELTR00£5 6 ANCHOR BOLTS WSL BE A307R/W0, Z GYPUMBOAROWILL BETYPE'W': "5/MPSON STRONG TIE" U310 HANGERS ORE FAST£NERSWILL➢ASS THROUGH GYPSUM BOAROAND AMUM 6.SILL PLAIDS WILL BEPRESSURE TREATEDANDANGIORED TO THEFOUNDAT/ON WININArOANCHOR WITS POOL: 26T"x3D.RMBERSTVMNRRAM BY TRU55 ✓OISTMacMILLAN OR EQUAL 9 NO DENAUGN FROM THE D£516M PLAN IS TO BE PERFORMED WITHOUT PRIOR APPROVAL FROM THE OES/ON ENGINEER. OF I3/4"INr05UPPoRT BEAM WALL CONNECT/ON DETA/L 5"LENGTH OF WT6el5- WELD TOCOLUMN WITH AMINIMUMOFB"OF 570114"FILLETWELD THICKN£SSI PRONO£A 2"5AN0£USHIONABOYE FOOTING WELD IAI' PLATES TO FLANGE OF WT ON EACH SIDE OF BEAM, SPACE AS NEEDED TO ALLOMODAIF BEAM MATCH TOP OF FOUNDATON Are orceductitd Possession, or use a this drawing y or s Aest action without the written permission of Steven A. Bogle ep+* Within Arbor , SMoreu, MA is prohibited. P2lators Ann be prosecuted to the full extent of the law, eertMeatlan 41Pstl& TS4i4 k1/4" � gW� ffAl Ohgbss t �P (Yf 4 WIN I114"IEYEGING PLATE ANO B'NBk3/B"BASE PLAT£ ANLH0R1DWR7H4-5/5"H A32BBOU5 JL 4-?50ARs EACH WAY !+ Y SECT/ON 14 T COL tWN 41 � LE PLATE �L0 1f4„ 0 5IAT dram by $AB blocked by revised on Steven A. Bogle, PE d/b/a S A B Engineering 47 MOHILL AVENUE �� 63A" WANSEA, 1kASSACHUSETTES 02777 508 672-3875 project Southcoast ry Concrete Products N. Dartmouth, MA v�u/�r� ELEVAT/ON SECTION NOTES TOWN OF DAKTf¢TDTsTg, �i Cd6tc35D rmar,.i L ATTACHBRACKET TOCONCRETE WALL W?H4-3APSY RU£/IBOLTW£DGEEXPANSIONANLHORS ORAPPROVEOEOUAL. A COP, Of This Endorsed z Arracn TNEBEAM TO rHEBRAceErwnn2-31a'mTHRue,Otrs. Plan Must Be II on site During Construction Date ®Any_ drawl ete Is Issued for Construction issued on November 20, 2000 sheet contents First and Second Floor Framing tub no. M-118Q �qI drawng no. F - 91 �Agp ILL Y FILE (t�'py sheet I of 1 Y .........._ . `> L ©'-3 _ r �f TOlt1N OF LiAf't3PF.Ci4A'M A Copy Df ihis Endorsed Plan Must Be Kept on site During 9 °CRIon Dote � NOV 2 S 2a0o W.W, ARMBURG, INC. Co'B,stnuttion Co. 1618 G.A.R. Highway Somerset, Massachusetts S-AR JILD®® SYS-EMS DATE REVISIONS JOB NO (SCALE -O" DRAWN BY VVIVA. 'DATE 11/01/00 C.A.D. DRAWING NO,... SOUTHCOAST C0CRETE PR000CTS, INC. 999 REFD ROAD OARTMOUTJ MA O27V