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BP-2004-32440MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO, 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY -MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FRCM BOTTOM OF COLUMN, ADDITIONAL CONCRETE MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS - SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2%8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2%6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU, TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED -ON KYNAR, 500/HYLAR 5000 FINISH WITH A NOMINAL 1 MIL PAINT THICKNESS OIL' EXTERIOR, ROOFING PANELS (FLUOROFLEX 2000 (TM)) 0.019" MIN., AZ55 GALVALUME WITH AN ADDITIONAL BAKED -ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM -DIE-FORMED TRIM OF 0,019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES, 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 500D IS A TRADEMARK OF AUSIMONT, USA. CS2x4FK 10-00 TYPICAL LUMBER SPECIFICATIONS - 1997 NDS SIZE DESCRIPTION BENDING VALUE 11,1, 2"x4" NO.1&2 SPF 1313 PSI 211x4" 2100f MSR SPF 2100 PSI -2"W' NO.1 &2 SPF 1138 PSI 2",x6" NO. i SYP 1550 PSI 2"x8" NO. 1 SYP 1500 PSI 2' x10' NO. 1 SYP 1300 PSI 2"x12" NO. 1 SYP 1250 PSI ALL 1950f MSR SYP 1950 PSI 1 1/2" x16' LAMINATED VENEER LUMBER 2800 PSI 3 1 2"x15" GLU-LAM 1650 PSI 5 1 4"A6 1/2 . GLU-LAM 2400 PSI 5 1 4'x191 2" GLU-LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. BUILDING DESIGN CRITERIA USE GROUP U CONSTRUCTION TYPE 58 LIVE ROOF LOAD DESIGN 30 PSF WIND LOAD 90 MPH FLOOR AREA 3360 SO. FT, SHEET INDEX SHEET # DESCRIPTION 1 OF 5 SPECIFICATIONS &SHEET INDEX 2 OF 5 COLUMN PLAN 3 OF 5 ELEVATIONS 4 OF 5 SECTIONS 5 OF 5 TRUSS DRAWING &DETAIL TH *, y; ll A Ccff d - ad d v o K cVt 0n 1FULM DRAWING NIU61' ' AT THE BUILDING DURING THE PROGRESS Or THIS WORK. Tours of Vattmaul»l It 1S THE Cot,"CI TE IS POU D. EMILOW3 DErAMMENT Tom of t FILL CNN FIRE STOPPINGtNT PCnc+trnfow ftu rued mils € d Boors sh- t rt en, al^md wfth a materfal capable of preventing the rpmeAw",of flames and hot anssos :wen s&,,sdec; ft mquhroments of the Test Stand rd zpwft FmzStc ASTWE-814. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WF�S'�ARED BY ME OR UNDER MY DIRECT SUPERS }N0 AT I AM A DULY LICENSED/ REGISTERED SSION EER. kAICHAEL L. MCCOIR%1IC ® CIVIL HAEL L. McCORMICK, P.E. NO.41121 D TE: cl -<)Ir- CENSE # 41121 CNAL EXP. DATE: 6-30-04 I HEREBY CERTIFY THAT THE. ARCHITECTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Ay A DULY LICENSED ARCHITECT. Q,A LTC 9 Constniction Super WAY.NE NOWL.r1p T EMective Date ,ic. 9. DATE: 07/01 J97 067465 LICENCE # 8976 M1140@ Wayne Davis EXP. DATE: 8-31 04� 10 Jr? Sculef, Road PtY111 K, N1.4% 02360 OFFICE: NORTON, MA JOB N0. 122-1672 DRAWN BY: BEH 822 DATE: 1- 13- 04 CHECKED BY: JL DATE: 1-14-04 REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: SCALE: AS NOTED' SHEET NO. 1 OF 5 W�b�ib i 1 Q 34'-101/2" C) I 27°-10 1/2" - a 1 i� 20'-101/2" — ---- - 13-101/2" a Q 1 6'-10 1/2" EV F \ O 1 0'-0" 1 w O I a I N i17 a x x N x N N 4 d' N to Q Q p N cLOra. r N C7 .4O 1� COLUMN PLAN 2' 8' SCALE: 1' 4' 16' co .4- o I I i I � Li V tD �. c® s1~rkt l� „' mac: 4 Lie. 07/ 1 / T 067465 r) f OF ° ICHAEL L. MCCOR ICI CIVIL N1. 41121 V-0" VENTED SIDEWALL OVERHANGS 2'-0" NON -VENTED ENDWALL OVERHANGS W-AWI1'4G MUST 41 : - 9» rum -BUILDING: DURING N AT T1 THIS WORK. FR0GRESIS OFruumuto •„' 34'-10 1/2 1Tt1 AND DC-PTH 27'-10 1/2" THE C.WcnETE IB POURED t ciu ' D5,r"ARTMENT cl mr m h TWIT', IV- PITIT-11,09TH 20'-10 1/2" r RA A CrEnducurmd Fins v r, Kept an tits 13'-10 1/2" b I &'-10 1/2" FIRE STOPPING REQUIREMENT +�• "tt u Fated va�Vz and firs zMM is -soled with a m terlst ce 'e of preventing the )assngo of ftmres and hot gasses when suVI ed o tho requtremants of the Test St field CI IC or Rm Stop- TME-614. COLUMN PLAN LEGEND ❑ - 3-2"x6" LAMINATED COLUMN LOCATION - 3-2"x6" LAMINATED STUB COLUMN ■ - HEADERED TRUSS LOCATION p - (2) 3068 9-LITE CROSSBUCK 9100 WALKDOORS W/DEADBOLTS & LEVER LATCH LOCKSET 4.•- m- (2) 4030 9-LITE HAYFIELD VINYL SLIDING WINDOWS W/SHUTTERS 1 Q_ 6'-6"x8' WOOD FRAME SINGLE SLIDING SIDE DOOR �- (2) 12'x12' WOOD FRAME DOUBLE SLIDING SIDE DOORS 42' S.C. TRUSSES @ 7'-6" O.C. TYPICAL 0- CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-0" Q.C. TYPICAL - 1/2" HEAVY DUTY THERMAX IN ROOF ONLY - (2) 3065 SKYLIGHTS W/VAPOR RETARDER 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA 18" 0 - 18" DIA. FOOTING W/ 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 20 0 - 20 DIA, FOOTING W/ 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 22 0 - 22 DIA. FOOTING W/ 9" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT fl 37 3 4" 80 3 4' 52 1 4" 1 33 5 8" OFFICE: NORTON, MA JOB NO. 122-1672 v M CO N It CDo M LL A rn M O 4 CD 0= 0 ovft rn LLJ m X O DRAWN BY: BEH 822 DATE: 1-13-04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: O A. c add IV0 No. B976 z P ORIA 4 R-11NOIS .4 SCALE: AS NOTED SHEET NO. 2 of 5 EAST ELEVATION HI --RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM WEST ELEVATION 40'-6" I 39'-6" 3'fi"x,'F,' rl IPCII A NORTH ELEVATION z,all,. 'a" ri ioni A SOUTH ELEVATION HI -RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 5" O.G. GUTTERS HI -RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T##21 CORNER TRIM FILE PV.OPI,""/' T#167 BASE TRIM Tt"T F -- - PmnInflow thru mtzd as s and f1mors sha,11 he se,mled w th a matcTial wpa- a of preventing the pasmgn of fkvmms and hot gessm When d I`^ 's^ r u1r&,mn^nt6 of thoq Thet S -rr1 r Stopi ASTM-E'814. YOLK DRAWING MUST BE Kte i AT THE BUILDiNU DURING THE PRQGRESS OF THIS WORK. Eti%LI)WG Dr.,vARTMENT Tbwxw of T�strsc�xt;� 5" O.G. CUTTERS 1ITOk"n""D Mon Iacma HI -RIB STEEL s ' Iw45PAUrSO; T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM �r. T#167 BASE TRIM Cr7 f Tmg Eg "' R CI) Kept Qfi Ito Construction Scraper Effective Date Lie. 07/01/97 067465 Wayne Davis 100 Scarlet Road Plyrioputh-jKA 02360 2' 8' SCALE: am mom 1' 4' 16' OFFICE:....... NORTON, MA JOB NO. 122-1672 1 14 DRAWN BY: BEH 822 DATE: 1-13-04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: ��eegsfi«�a��a�r "r�rx�a*e ��a1<D APO� �m No. 8976 z PE RIA en �. iIzIIN01S SCALE: AS NOTED SHEET NO. 3 OF 5 OFFICE: NORTON, MA JOB NO. 122-1672 FF2000 HI -RIB STEEL 2„x4" PURLINS @ 24" C.C. (NO. 2 SPF) 1/2" HEAVY DUTY THERMAX 2%4" BEV. PURLIN WIRE MESH T#178 2"x6" BEV. FASCIA a 5" O.G. GUTTERS T#144 & 146 FASCIA TRIM --�'� 42' S.C. TRUSS SOFFIT '- HI-RIB/SOFFIT CAP (8) 20d„ R.S, 1 NAILS BOLTS & 2%6" OVERHANG NAILER -- - HI -RIB STEEL (KYNAR) 3-2%6" LAMINATED COLUMN (3) ROWS 2%4" NAILERS 2100f MSR SPF 12'-O" GRADE TO HEEL 4'-0" -T#167 TRANSITION TRIM 2%6" NOTCHED NAILER HI -RIB STEEL WAINSCOT (KYNAR) 7/16" OSB PROTECTIVE LINER :���T#167 BASE TRIM (1) ROW 2"x8" TREATED SPLASHBOARD -4" CONCRETE FLOOR* FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE♦ CONCRETE FLOOR NOTES 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE. 2. REINFORCING. 6x6-10x10 WWM. 3. SLOPE GRADE AWAY FROM BUILDING 0 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. 4.) WHEN A VAPOR RETARDER IS PROVIDED, PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON TOP OF A MINIMUM 4` COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. 46M BASE ANCHORS 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 20" 0 SIDEWALL SECTION A -A SCALE: 1 /2" = 1'-0' 90 M.P.H. WIND LOAD NOTE: IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. KYNAR HI -RIB STEEL 2"x10" TRACK GIRT T#71 TRACK COVER 51 M TRACK 3%4" TRACK BOARD 1 1 /2"x2" BLOCK T#74 T#23 JAMB TRIM 2%3" JAMB 8'- 0" GRADE 3-2"x6" STUB COLUMN (BEYOND) SLIDING DOOR HEADER SECTION B--B SCALE: 1" = 1'-0" 2%4" PURLINS (2) 60d R.S. NAILS IN 12 OVERHANG RAFTER �• 3' 4 2%4" PURLIN CUT TO FIT BETWEEN OVERHANG FRAMES 6" MESH \\ 3 '1/2"05" GLU—LAM U HEADER (1650fb) U 2"x6" BEV. FASCIA ):�j 0 FILE it " HEADER 2 NO 1 SYP) x12 ( 42' S.C, TRUSS T#71 TRACK COVER 51 M TRACK 3"x4" TRACK BOARD 332L TRUSS HANGER W/ (1) 1 /2%2 1/2" M. BOLT & YUUR DRAWING MU61 �- =4 1 1 / 2"x2" BLOCK I (14) 1 1/2" R.S. NAILS AT THE gU1t,gIN DURIN G THE T#74 TRACKBOARD TRIM PROGRESS OF THIS WORK. T#25 JAMB TRIM 12'-O" BUTLIDINJ3 t) EPARTttSENT GRADE TO BOTTOM 3-2%6" LAMINATED JAMB COLUMN �,� ©# � , OF TRACK GIRT BEYOND W/ AN ADDITIONAL 2"x6" 2%3" JAMB TREATED LAMINATE FOR HEADER SUPPORT O-TUIT M AND 0CM %Z 100.10111-T IS POURED. 001 '' D EI: '1 ENT SIDING DOOR HEADER SECTION C---C SCALE: 1" = V-0" M� � OfPenctmf thru rated wars and 'Ylocar sh 1i be Kept Q tile Qo^!sd wi i a material Capable of preventing tho D C " of flarrtCs and hot gasws whin ,,�: to t-n roquir —,nn eta of thq Ted Stm&t rped-fio fw Fln vnpn LICU: Construction &I, er Effective Date 07/01 / 1 Lici Wayne Davis 075 100 Sclrletlload l 0'1tl4 PvLk 02360 DRAWN B BEH 822 DATE: 1-13-04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: °era OF AM `1ICALL. RCCRIICK CIVIL ®. 4111 AL .. SCALE: AS NOTED SHEET NO. 4 OF 5 OFFICE:� NORTON, MA JOB NO. 122-1672 TRUSS SPACING 7'-6" O.C. LIVE LOAD 30 PSF DEAD LOAD 4 PSF CEILING LOAD 0 PSF TOTAL LOAD 34 PSI CA CE TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue Plane.. Structure Analyzer !AW current standards and specifications of recognized engineering principles. Trusses are manufactured by Morton Buildings, Inc. LUMBER SPECIFICATION (1997 NDS for Wood Construction): Lower Chord -- 1950f — 1.5E MSR Southern Pine Top Chord — 1950f — 1.5E MSR Southern Pine Top Chord -- No. 1 K.D. — 19 Southern Pine Web Members -- No. 1 K.D. — 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): ASTM A-653, Grade A 20 Ga. and 18 Go. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. RAFTER LENGTH 22'0-1/16" Webs are 2x4's C 42' LL S.C. TRUSS r1 fir. A" MI .MI IA1 PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2"x4" BUTTED PURLIN DETAIL. N CONNECTOR GA. 8 PL. 18 GA, T 15-1 /2" '+'M This EnI M d >g e e On, tits .. �✓. V,04 -TU S SIM AM DEPTH Itr-m-'Mm In FIeG unc--D BEFORR 'i1 ' Cox,-n= 13 rOURSED. .JIL> -101 DEPARTMENT of omfemolm YuLvR DaAwiNG mUST BE KU't AT THE BUILDING DURING THE - PROGRESS OF THIS WORK. -gown c Darfrmoutb FILE COPY FIRE S Yf. T ftnstmfom thru mted wnls and Coom shit!! be sq&fwfth a meterlal cep !o of prevent ng tW.- p^sty of flames and hot gassoo water, stbiketed to ft roqu3mments of the T'I ct S d rpldft LTE Construction Super Effective date _ Ef c . 07i01/97 ��4�� }tee ��� 100 c:Rflet boa PE:tMA 030 DRAWN BY: BEM 822 DATE: 1-13-04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: MWI-MA FIE SCALE: AS NOTED SHEET NO. 5 OF 5