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Miscellaneous - 1518 Cochichewick Drive (2)
f � WILLIAM BALKUS ASSOCIATES 4RCIFFFEN TIN SOUTH MAIN STREET TOPSHELD MA 01983 WMBALKUSASSOC@AOL.COM TEL 978 887 3351 FAX 978 887 9290 MEMORANDUM TO: MR. GERALD BROWN FROM: WILLIAM BALKUS DATE: APRIL 1., 2011 SUBJECT: CAMPION HALL CONDOMINUMS, 29 TO 49 COCHICHEWICK DRIVE BUILDING TYPE: III A I I USE GROUP: R-2 UNITS: 10, 12, 13 14, 15, 16, 17 I have reviewed the completed work done on the above listed units, and to the best of my ability, I would say that the work meets the original design concept and the requirements of the Massachusetts State Building Code. Res lly ur I VCy�T No. William Balkus " 4452 e1d,�P 9�rH of�ASgP I I i I I WILLIAM BALKUS ASSOCIATES TIN SOUTH MAIN STREET TOPSHELD MA 01983 WMBALKUSASSOC@AOL.COM TEL 978 887 3351 FAX 978 887 9290 MEMORANDUM I TO: MR. GERALD BROWN i FROM: WILLIAM BALKUS i DATE: APRIL 1, 2011 SUBJECT: CAMPION HALL CONDOMINUMS, 29 TO 49 COCHICHEWICK DRIVE BUILDING TYPE: III A USE GROUP: R-2 UNITS: 10, 12, 13 14, 15, 16, 17 I have reviewed the completed work done on the above listed units, and to the best of my ability, I would say that the work meets the original design concept and the requirements of the Massachusetts State Building Code. Res lly ur ��FtEo ARO,y No. William Balkus 4452 1'�y�-gpsfield. QN OFA I " I WILLIAM BALKUS ASSOCIATES 4LRCIffrFUN TIN SOUTH MAIN STREET TOPSFIELD MA 01983 WMBALKUSASSOC@AOL.COM TEL 978 887 3351 FAX 978 887 9290 MEMORANDUM TO: MR. GERALD BROWN FROM: WILLIAM BALKUS DATE: APRIL 1, 2011 SUBJECT: CAMPION HALL CONDOMINUMS, 29 TO 49 COCHICHEWICK DRIVE i BUILDING TYPE: III A USE GROUP: R-2 UNITS: 10, 12, 13 14, 15, 16, 17 I have reviewed the completed work done.on the above listed units, and to the best of my ability, I would say that the work meets the original design concept and the requirements of the Massachusetts State Building Code. Res lly ur (�R�D gRoti No. William Balkus o 4452 eld, lTy OF MP i WILLIAM BALKUS ASSOCIATES C TEN SOUTH MAIN STREET TOPSFIE D MA 01983 WMBALKUSASSOC@AOL.COM TEL 978 8873351 FAX 978 887 9290 MEMORANDUM TO: MR. GERALD BROWN I FROM: WILLIAM BALKUS DATE: APRIL 1, 2011 SUBJECT: CAMPION HALL CONDOMINUMS, 29 TO 49 COCHICHEWICK DRIVE . BUILDING TYPE: III A USE GROUP: R-2 UNITS: 10, 12, 13 14, 15, 16, 17 I have reviewed the completed work done on the above listed units, and to the best of my ability, tY I would say that the work meets the original design concept and the requirements of the Massachusetts State Building Code. Res lly ur aSD gRcy No. William Balkus `1452 ��2 °psfeld,MP. �J C, q(?H OF M�SgP I -C'-\ The Commonwealth of Massachusetts Department of Public Safety CERTIFICATE FOReUBEsOFIE AT8R1618 Chapter 143,General Laws,as amended Location: 1518 Cochichewich Road, North Andover MA Capacity: Pounds, � r Speed: Feet per minute�. ! State ID#: 210-P-193 F ,#: 0025828 Issued on: 02/25/2011 Expires: Apply for Reinspection {� �� Thomas G.Gatzunis 60 days Prior to Expiration Date Commissioner 4 IN CASE OF ACCIDENT NOTIFY 08)820-1444 AT ONCE. REPORT UNSAFE CONDITIONS TO BUILDING MANAGER/OW ER i i, i I I � I J I • h�// ri�!/`M � I I I I I� AmN� -i ke ( � I I � I ; I ! •'i' � � Vii• , . I If„ 1 : : _ i i ---...__._. I _. I I j I � � I I ••1 i ._L .I i I I. .i_ � I _.I_.��I. .,.��.�Q , I I -i •i- -.i. i .I .�.. I . i I i � L.. ! . .� � i� ' � I I 1•� i i T � _ I_ _i _I _ I' I . I r �{ 7 7. . -�177T5— VIC I li I i TRIPI ENGINEERING SERVICES,LLC SK- B43 433 MAIN STREET,SUITE 4 HUDSON,MASSACHUSETTS 01749 I www.tipiengineering.com ■ 781-287-0077 9-28-10 I PROJECT: CAMPION HALL SUBJECT: BRICK PIER STRENGTHENING - GRID N-10 I I I EXIST. 4x4 COLUMN, CONTRACTOR , TO OPEN FLOOR TO ALLOW i ENGINEER DIRECT OBSERVATION OF I BASE BEARING CONDITION BEFORE PERFORMING WORK. TYPICAL THIS ' COLUMN AND COLUMN AT OPP. END OF BEAM. EXIST. 202 1/2" THICK PLATES FILLET WELD FLOOR JOISTS BETEWEEN 1-60, NOT SHOWN IN I FRONT ELEV. FOR CLARITY. I I 1 I I 11 II I II II II II II II II II II j II II II 11 o I 11 II II 11 II II EXIST. PIPE o 1/2" THICK PLATES O ALL AROUND PIPE " AND AT TOP AND II ® BOTTOM OF L6x4. It It FULL PEN. WELD 12" iTYP 16x4x3/8", 4° 4" 'O ALL AROUND. ; TOE TO TOE AND WELDED I 1 5/8"0 HILTI HAS E RODS, DRILL AND EPDXY W/12" MIN. EMBEDMENT. PROVIDE — I HILTI HY20 ADHESIVE + SCREEN TUBE. SPACE ® L6x4s ` II ANCHORS AT 12"O.C., STAGGER, EXCEPT TOP FOUR o " ANCHORS PLACE AS SHOWN. -; EXIST. 4 CONC. FACE POUR I LY - ==== EXIST. i BRICK SINGLE 5/8"0 ROD DRILL ;; . ' " BLITT WELD I PIER AND EPDXY 4 MIN.N. INTO 6" EACH EXIST. CONCRETE END AND I FRONT ELEVATION' 3012"O.0 SIDE ELEVATION BALANCE I i I CA C 70 030 mm � dib _' C7 ► O � tr1 9 co,� o z EXISTING ROOF m EXISTING SHEATHING p 8 �G O� TRIMMERRAFTER EXISTING LVL SISTER rn D o �,� MEMBER, CONFIRM THAT > r- THERE ARE TWO ROWS '- tz OF 1/4" SDS SCREWS p ■ y P S \ °®� @ 12"O.C. MINIMUM TO -no \ _ CONNECT LVL TO O --a � v, a RAFTER, PROVIDE -A N r °e ADDITIONAL SCREWS AS D T n REQ'D. D o MAX. NEW CONTINUOUS, o SANDED LVL (BOISE 0 FB310OSP) PLUG TO 9 NEW \\ REPLACE EXIST. m CONTINUOUS, APPLY "LIQUID WOOD" ROT-DAMAGED WOOD SANDED CONSOLIDANT TO EXIST. WOOD (NOTE DIMENSIONAL LVL PLUG SURFACES, THEN USE „„ LIMITS: NOTIFY THICK (MIN) LAYER OF WOOD ENGINEER IF ROT IS m EPDX" TO COMPLETELY (ALL MORE EXTENSIVE). cn SIDES) BOND NEW LVL PLUG TO EXIST. WOOD. cf) ELEVATION VIEW SECTION Co o N V SHIM PLYWOOD EXIST. ROOF DECKING c TIGHT TO A35 CONNECTOR ov p UNDERSIDE OF E.S. OF TRUSS, EXIST. RAFTERS m m BEAM BEND LEG UP. BLOCKING w ,� LS70 ON nb O EXIST. HDR. D Z TYPICAL ' V Z 0 CD 111 M zqQ > m� � . r cn tTl cn EXIST. TOP -i n CHORD + LVL m00 o ADD NEW SOLID 2x8s r� EXIST. DIAG. MEMBER, N r IN BETWEEN EXIST. a�i i i i ,! ADD 2X8s BETWEEN = 3 n DIAG. MEMBERS, m FIT SNUG TO CHORD --�y�-- z & COL. MEMBERS i � r D m EXIST. LVL E.S. OF --� EXIST. POST EXIST. BOT. cn CHORD ADD NEW i" PLYWOOD E.S. OF TRUSS, GLUE AND NAIL W/(2) ROWS COLUMN OR 10d @ 8"O.C., STAGGER. BEAM BELOW PL-PREMIUM STRUC. ELEVATION VIEW ADHESIVE �✓ � EXIST. WEB NEW MEMBERS —------ ---- - -- ---- -- / J -- 2x8s _ ---------------------- 00 1 ND NEW PLYWOOD cyl �s CD SECTION VIEW —� TRIPI ENGINEERING SERVICES,LLCK. 433 MAIN STREET, SUITE 4 - B39 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 I i 8-1 -10 PROJECT: CAMPION HALL 1 SUBJECT: END CONNECTION DETAIL AT W10x26 BET. 2X AND!4X LINES i �1 . 1 I ' 1 'I ® ® ® W I z i W + li 1 1 c G W Q W W Z0 1 o x , II HC) � MIoO W LliI _ 1 1 I I 11 'NIW /Sz I i i i v ' L r mm d rn �oo �' zz 0 M 5- � ca z Dr � r�i� NP' p tz 1/4 NEW STIFFENER PLATES, 0 TWO AS SHOWN r- C STIFFENER PLATES m v� NEW 4" CAP PLATE, n o tz CAP PLATE WELD TO TOP OF EXIST. O 0 v BRACKET AND NEW BRACKET z 00 n L4x3x3/8o THROUGH BOLTS-\ OD ® - - z " SEAT PLATE Q = = TYP. 5/16 T&B = I _. EXIST.- BEAM- EXIST: -BEAK 4- . O AS BUILT EXIST. STEEL BRACKET O AS BUILT 0 cf:) SECTION VIEW SIDE VIEW m i O Co C EXIST. JOIST TAIL co 0m TO REMAIN IN BEARING ON W ,� GIRDER, DO NOT CUT. W NEW 14" LVL BLOCKING x D z z BETWEEN EXIST. JOISTS, TYP. FLOOR SHEATHING TO BE 55 K .. M REMOVED AND REINSTALLED PROVIDE SIMPSON L90 AS REQUIRED TO INSTALL z z , CONNECTOR EACH SIDE OF HANGERS o = y EACH JOIST LVL BLOCKING -n y o n O C O opo o trJ C7 000 r O T n Z o Z J O Z EXIST. 2x12 FRAMING ANCHOR z JOISTS, .TYP. EXIST. JOIST O EXIST. GIRDER _ EXIST. GIRDER BEYOND z \\\\\-- z CONTRACTOR TO CONFIRM EXIST. � EXIST. STEEL CONNECTION TO COLUMN AT EACH COLUMN LOCATION IS SAME AS CONDITION AT - SOUTH _SLDE_-_-O.F-COLUR�N--ON-GRCD JB- -- SIDE VIEW SECTION VIEW W O C� NOTE: PREDRILL IF REQUIRED TO PREVENT SPLITTING. O J CT i W 10- 3-16d SINKERS, PREDRILL AS REQUIRED EXIST. WALL FRAMING7 n n TO PREVENT SPLITTING. TYPICAL TOP -� W ►-� AND BOTTOM OF HANGER. vn grn > z° z EXIST. 2ND FLOOR JOISTS _� m FF. y 2ND \ 0 p FLR c z 0o y --1 r c� z r � � C o M X N � � . 2x4 BLOCKING EACH BAY--X n 0 0 2x6 HANGER EACH JOIST, TYP. EXIST. DUCT, SIMPSON H2.5A EVERY i ATTACH SEPARATELY FOURTH HANGER, TYP. TO FRAMING. 2x6 LEDGER W/W2 112x3 I WO CREWS OR " PLYWOOD OR OSB ON EITHER EQ. TIMBERLOCKS, SIDE OR BOTTOM - ------------------ ----- -- PREDRILL. PREDRILL ALL HOLES 2X6 JOIST, TYP. IF/AS REQUIRED TO SIMP. LU24 HANGER, TYP.v - --- T PREVENT SPLITTING. -___�--- -- -- /\ --------_ --- SIMPSON-20-GA-STRAP-EVERY 1 — --_-- FOURTH JOIST, TYP. O �J SECTION VIEW THROUGH DUCT ENCLOSURE O �� APPROX. LOCATION OF POST ABOVE 7 limil HSS BEARS ON NEW POST, o n BLOCK SOLID W/LVL TO FULLY FILL SIMPSON HANGER SEE NOTE 2. 1 -71 W 3AND PROVIDE FULL BEARING BENEATH POST w b m D zz -p � � r Z �• � 9 2ND I cn = q 3 FLR > c D r c: vi O m °O i t" SIMPSON METAL SIMPSON A35s, W/BENT— Z X—BRIDGING LEG, SEE NOTE 1. I p cov HSS5x2xa STEEL TUBE ON FLAT EXIST. QUAD, r BUILT-UP LVL 4'-6"± FIELD VERIFY 0 cn I � SIMPSON HANGER, OR EQUIV. LVL BLOCKING7 BUILT-UP J" STEEL PLATE HANGER SIDE VIEW OF HSS TUBE o NOTES: 1- PROVIDE SIMPSON A35 E.S. OF TUBE AND AT o COLUMN. SHOOT TO STEEL WITH HILTI 0.177" X-AL-H_OR_EQUIVALEN-T-POWDER-ACTUATED---- _ 1 HANGER----- —FASTENERS. N HSS TUBE 2- BLOCK SOLID ALL AROUND BEARING POINT AT IV 1 SHIM TIGHT NEW POST. PROVIDE 4" MIN. BEARING FOR �,�•J SECTION VIEW IN HANGER HSS ON POST. 01 OF HSS TUBE E ERING SERVICES LLC Project lo.: Q 433 . `iin Street, Suite 4 Date: 22-.10 Hudsou..Massachmsetts 01`149 Sheet: - of - ! �� v -.t ip rt erin .cc u By: Project: C4AHA,,),6t,2,) Client: I .............. ; El : 4 ; r t _ , , I I 1 i _ .......... i r { f } I 1 I ��a p J�. 'L^� : ; 3 t , ! I ... ..... .-..!._.-,..,... .-__.__.... .. _..t.. .. ._ .. -. ...t-____ ...,, .. _ ._.. _ .tet i , i I i 4 , ir I i ! • 5 ' t f � ' �... I i A I ! 1 i 3... ' , r s F I i f I ! i , f k ; f t , I i iQp 0 t ; F _.. _i KB 3f , , k i TRIPI ENGINEERING SERVICES, LLC I rim 433 MAIN STREET, SUITE 4 Sr\- B33 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 I, 7-13-10 PROJECT: CAMPION HALL SUBJECT: NEW PSL "SCAB" CONNECTION TO PSL POST i o e i p 0 0 0 0 e e 0 0 F-1 I 0 0 0 0 0 o e e e c ° TWO SIMP. _N o e A35 CLIPS AS I e EXIST. SHOWN QUAD 160 ---� ONE SIMP. MSTC LVL 0 e 40 STRAP E.S. OF 000 POST W/10dx1 j" ---� NAILS, INSTALL OO NEW 3 1/2" x7" 0 e TIGHT. 3 PSL POST ATTACHED Lo 0 0 (OR EQUAL) 3y2 , 1 4 TO .FACE OF EXIST. PSL POST. INSTALL 0 e (8) 5/8"x7" LAGS, NEW POST FULL Ln e e PRE-DRILL. � HEIGHT, AND TIGHT OK TO b TO UNDERSIDE OF -- - COUNTERSINK i LVL BEAM. o0 e e HEAD 3" EXIST. MIN. 7" PSL i POST 'I I SIDE VIEW FRONT VIEW . Y I i I TRIPI ENGINEERING SERVICES,LLC + 433 MAIN STREET, SUITE 4 � B32 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 7-13-10 PROJECT: CAMPION HALL SUBJECT: NEW POST TO FIVE-PLY LVL SUPPORT BEAM CONNECTION U u (4) All 5/4X7 P5L-P06T X x Rom ABovE 6fE 65wi i. o� 9' 69P. x to -6rr t_AC+I 6,bE or v 0 Co►-. wVAZ) 3/�itx Zu P1� i I 5-Pl.y LvLI,FAq I r pE'-on1 Typ. A X 1 Z�LotfG x w,D-r-m /4 - Post'T-0 Q��Q 'D Fm O a �vt, B��M TiGr�Tr_y TO S,FA-r S 1b,E R4"5 'f- iA P T761+T PLAQ bETAITv Tv � E..,. ► Z t O } i Por BrAM I SIbE R6L?6r �.vc.BFgt� x x rri .9�r I I TYP TV ELEVAT'10VIEOri"- N F Cn -0 CUP .,olurnrts, typ� -T- K pat a m � � }---,-- 1 11 11 hearth, fireplace, ars 00 S�f �►,,r -� -771 � x W .-�►M Solas �. LvL _ mirror above Mant: W b MA��y PQo&1rF� — GvwJ,);. P°`'� z • C411", ��ri M - - - _ -- '��r s►MP�t�3 LvN�. - --� jl t 6 � ! �� � = o n � � . D -ro Co��F.�T r tvr - • �%' '�-"; — --- - �j�j-3j, � to :� Cn utfilt z�' . - Elevator 6��"M,4x Car 05.) r1U.F- i--� � ���P�� i O r - _ --- - x117% Fbaltos Bio�kTo . � Dv P tw L�(3o�� - K2A MiVP V/3 r2�OVV5 e}(, - - 6T?�G9GFR Ho.2 b l✓ = th t �.2 1�.. a5per ria �5 Mori ,f C. ! e- L rJC�rrt Q�• its Co Cio r,46. 5Teti- Pt. 0� c X ;. .. f C3 o wymm, V,Seo{ Foil b5,4W-7-0- *-r n n .r Land l ng �1 -- m > ZZ w - - !2 y G7 r�P�r. ° +ZFwgUtility c o ' i -15-00 -00 Z. Y y _n Cri CyrJ MAX. ,54,x7"F),'- L Pmr EAGH E'Ns NEAW: G A,J or BEAN! PLu6 5 I i,tP�61J AcC 00 NCrJ QuAb �i AL364er J3 �,o M. z` °° Elevator � �tX 8 v 6LOf.�SoLdb WfLt11 ' �Q/IMEr o � Fb �-= 239 sf- 31tap 9P � PoSTs TlGwr- r ., ..., &6E LCLto CFS. uJ hver cj/Drmna� prrowAt�, 86411 W > t I _ q N(r f antr #Broom 141VG, . ___ �� ICAC Pt►f�, �' �' BRAciar6£TAtL blj��v BEAN PF-E�a &€S PER PREVIOUS — - - - Hall .' SkETc�Fs o :.:. BathroomTo ----AVL , y-ck rs Mia, •------.. .. R .,,-1 f '.mss W vo PART FILM -3"'Rook FRAMNG C:) O • I. i TES , • E■E■E■r�N■■■■eNE■■ NOON ■■■ NOON■I/■■■■■■ OFF ■■■■■ ■� ■■■■NI■M1101jErEom■M■■■■■"All won WA Emmmom" F le IN, W. ■■■■■ ■r.►mm . :rem -.mmou■ E!`„�!!p"!�!f!��! !:�'� and m • Ra M MR " meamm 1.1 . 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Ac ,moi - - -- �. 1'1- t • � � s.- Off"" �� JAW - Bzo JR4! PAP�� Poai ►� 5�� ---- -- — ��—. �Ac;N Pos� Tr J?L A o LVL (�5A k /Zo m ao�. . `r tit . o � TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 SKmB26R HUDSON,MASSACHUSETTS 01749 t www.tripiengineering.com ■ 781-287-0077 I 3-31 -10 i I PROJECT: CAMPION HALL I SUBJECT: 3RD FLR. FRAMING WOOD TO STEEL BEAM CONN. AT M.9 & 11.2 LINES EXIST. BOLTS THROUGH WEBI OF W16 BEAM. CONFIRM THAT ALL 6OLTS ARE SNUG TIGHT BEFORE WELDING NEW PLATE. EXIST. W16 ' " STIFFENER BEAM " STIFFENER E.S. OF CONN. E.S. OF CONN. LVL BLOCKING I 3 TO REMAIN, TYP. I i SIDES TYP. OO O O ®O ®O ®O c EXIST. QUAD1 I 16" LVL 1 I 22" MAX. SEE SECTION EXIST. STEEL �P' AT LEFT CONN. BRKT. NEW i"x2i"x22" PLATE, LENGTH CENTERED ON EXISTING BRACKET CONNECTION, SEE FRONT VIEW. EXIST. STEEL RETURN FIELD VERIFY PLATE THICKNESS CONN. b.RKT. E.S. FULL + I RETURNS TO COMPLETELY FILL GAP. SECTION VIEW FRONT VIEW NOTE: W16 STEEL BEAM MUST BE �I BRACED BY BLOCKING ON EACH SIDE TO ADJACENT FRAMING, 4'-0" ON CENTER, MAX. 16" LVL BEAM TO W16 STEEL APPROX.SCALE 12"=1'-0" _ I TES NNEEM SEMEN EN a MEN mom ME i�lf�oMill ! 1I 01111 ITITi iiii 0 01.1 ;H pl.rt.-r;M. No :",i ,rm w NOMMEM �� �� jai►:ice . `�■.■■ ■�® nen+"� �iirn■OMNI MOM. 111 0 iiiir ME `�q.�EiON�s�iii®i ONmks a Rd& d SEEM ro Iiii1��►";w��.�.�. ■isiiil�i n��l MIN200Miii VC22A, 0 on nEON iit��1"!■iiiiSEEM i�ii �iiIRM.4 Nosh ii��■ iiKNEES BE WW" owl �i'�i�i �iii iiMMl0 190!,1!-! s �!!�!!�!!1 MEMO moinlimW9, iiiiii."T ;II �!lWM EM iiMME ,3�v1M -P-lu, �iiiiiiii .. ►, �!!�Iiii—ii:: ri:iiiii:."'"'ii�lii . , iii�iii iii■ �ME�aii� EON ���� TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 S K� - B24 HUDSON, MASSACHUSETTS 01749 s www.tripiengineering.com a 781-287-0077 I 3-11 -10 PROJECT: CAMPION HALL SUBJECT: NOTES: TERRACE LEVEL WALL FRAMING, 1ST FLOOR FRAMING IN VICINITY OF STAIR#2 .AND STAIR#2 FRAMING i NOTES: 1 — ALL BEARING WALLS SHALL BE CONSTRUCTED W/2X6 STUD GRADE OR NO.2 FRAMING, SHALL HAVE DOUBLE TOP PLATES, AND SHALL HAVE BLOCKING A MID HEIGHT. DOUBLE TOP PLATE SPLICES TO LAP 4'-0" MIN. AND PROVIDE 12-16d NAILS ON EACH SIDE OF SPLICE. 2— ALL WALLS TO RECEIVE SHEATHING BOTH SIDES OR CONTA4 ENGINEER FOR ADDITIONAL BLOCKING REQUIREMENTS (BLOCKING REQUIRED AT 4'-0" MAX. IF WALL NOT SHEATHED BOTH SIDES. 3- PROVIDE POSITIVE ATTACHMENT BETWEEN ALL WALLS AND FLOOR FRAMING ABOVE USING SIMPSON A35 CONNECTORS SPACED AT 4'-0" O.C. MAX. ORIENT CLIP TO ALLOW FASTENING ALL HO�ES. 4— ALL OPENINGS IN BEARING WALLS BETWEEN 7.2 AND 9 LINES SHALL HAVE DOUBLE JACKS AND A SINGLE KING STUD EACHI SIDE, AND SHALL BE PROVIDED WITH A HEADER AS FOLLOWS" A) ROUGH OPCS. 5'-0" OR LESS: (3) 2X10 + (2) 12 'PLY EXCEPT OK TO USE (3)2X8 ON 9—LINE B ROUGH OPCS. 5-0" TO 7'-0": (3) 2X12 + (2) 2" ; PLY C LARGER ROUGH OPCS.: CONTACT ENGINEER 5— PROVIDE BRIDGING AT MIDSPAN AND 8' O.C. MAX OF ALL NEW AND EXISTING FLOOR FRAMING. 6— SISTER ALL EXISTING FLOOR FRAMING HAVING HOLES / NOTCHES THAT DO NOT MEET CODE REQUIREMENTS FOR ALLOWABLE HOLES / NOTCHES WITH NEW 2x JOIST OF SAME DEPTH. 7— ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 8— FASTEN PLATES TO CONCRETE FLOOR WITH POWDER ACTUATED FASTENERS AT 32" O.C. (MAX.). 9— BLOCK SOLID IN FLOOR PLANE ABOVE ALL BEARING WALLS. 10— PROVIDE NEW 2x12 FLOOR FRAMING AT ALL LOCATIONS WHERE! EXIST. FLOOR FRAMING IS HEADED OFF (E.G. AT EXIST. COLS. ON M, J, H LINES) I I 16-05 --------------- -I — SK -B21 ' � w.l.c. P�aEA�a18�AM LI 6.05Q,tJ(s' fi F,reSae w iI I I post an and I %*IA14 finl5h with GM P�✓ ��p���� I DLor,.0frwEV 0FEW 8th a--- -- _ -- i. OKA SAXOAS�r�P o 11p P� &y4- . -,- \�� o'%r1C105et—T La n p�pen - I , (4----5+"T�AP ------------------ -- - ih DEArt bo rn5h // .���.v>i�7'J well bolo i n C'Y 5 ght to — Tye - `\� LOG. OR 9 � PotpT 5 v AC 'Go�a5 TYP. l 619A GH ! t060 XG i ` AIFT�I? w Irtry r 71 `------------- jL7 e1joU` ?Kig-w1--4I -}------ A -- 15 wo Floor Elev.. OF FRAMING. 'CLEAR A , I typ•) , i- s. ..._ NOT ACCOMMODATED 1"�tl1�. -z- = -- K+t(,hen — -- NTNG WALL TYPE RATING. 15,1 014A ON ALL INTERIOR Lv#)ImC.fdQ�, r UNITS. (TYP.) USE _. ��-.. ,err IAIAI I I TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 SK- B20 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 2-22-10 PROJECT: CAMPION HALL SUBJECT: M-9 COL. NOTES: 1 - ALL STEEL SHAPES TO BE ASTM A992. 2- ALL STEEL PLATE TO BE 50KSL 3- ALL WELD ELECTRODE TO BE E70xx. CONTRACTOR TO CONFIRM ACCESS FOR PROPERLY MAKING ALL WELDS PRIOR TO FABRICATION. NOTIFY CONTRACTOR OF ACCESS CONFLICTS. 4- ADDITIONAL STEEL ANGLE / PLATE CONNECTORS TO CONCRETE WILL BE REQUIRED, AND WILL NEED TO BE FIELD WELDED AFTER COLUMN INSTALLATION. ENGINEER TO PROVIDE FINAL DETAILS AFTER FIELD OBSERVATION OF INSTALLED COLUMN. 5- FULLY INSTALL COLUMN AND ALL CONNECTIONS TO CONCRETE BEFORE REMOVING EXISTING TEMP. SHORING. 6- EXISTING COLUMN TO BE BRACED IN PLANE OF FIRST FLOOR TO PREVENT MOVEMENT. PROVIDE STEEL CLIP ANGLES TO ALLOW LAG BOLTING TO EXISTING FRAMING AND LVL BLOCKING TO EXISTING FRAMING AS REQUIRED TO BRE-V-ENT-M-OV€M-ENT -IN--ErTRER-DIRECTION. PROVIDE FINAL DETAILS AFTER FIELD OBSERVATION OF INSTALLED COLUMN. TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 SK � Bi 9 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 2-22-10 PROJECT: CAMPION HALL SUBJECT' M-9 COL. SEE NOTES EXIST. S10 �OLUMN CENTERLINE OF NEW COLUMN ON SKB 20. MUST ALIGN EXACTLY WITH �TYP. CENTERLINE OF EXIST. COLUMN IN 1/4 2" E.S. BOTH DIRECTIONS. AND BOTH COLS. PLUMB. FIELD VFY. FLNG. & WEB 1/4 TYP. FULL PEN. REMOVE BACKER EXIST. CONC. SLAB AND REINF. W/FILLET (2) 5/8"0 !THRD RODS, i"x10"x10"PL I IN N" HOLE. DRILL AND CONFIRM CLEARANCE EPDXY W/4" MIN. EMBED., 6" CONFIRM 7" MIN. EDGE D i IST TO CONC. EDGE TYP. TYP. E.S. I EACH PL r W8 EXTENSION TO SUPPORT CONC. L 7" TYP! BEAM BEYOND, DETAILS SIM. TO BEAM EXT. AT RIGHT. PROV. " THK. OFFSET PLATES IN WEB OF COL. EXTENDEXT. T I BEAM WEB INTO COL. WEB AND W8x58 EXTENSION, WELD SIM. PROV. (2) 1"0 SHIM TIGHT BET. VEXPDXIED ANCHORS TO BE INST. T.O.BM. AND SLAB. ON CONC. BEAM CENTERLINE TYP. 14"± NON-SHRINK GROUT ' TYP I NEW W8x58 COLUMi' (ON SITE, VFY.), SEE ALIGNMENT I NOTE ABOVE. I .a ✓ I J ° . F_--(2) 1"0 ANCHOR I BOLTS, DRILL & J%21% 1"x12"X12 EPDXY W/10" MIN. (MIN) PLATE BASE PL P EMBED. WASHER WM"O REINF. CONC. PIER HOLE, TYP. PER PREY. SKETCHES M-9 COL. AT BSMNT. I '' APPROX.SCALE 314"=1'-0" ! TRIPI ENGINEERING SERVICES, LLC 433 MAIN STREET, SUITE 4 SK HUDSON, MASSACHUSETTS 01749 ww"mipiengineering.com ■ 781-287-0077 2-18-10 PROJECT: CAMPION HALL SUBJECT: ELEVATOR SHAFT/TYP. FLOOR FRAMING i FLOOR SHEATH FASTENED SIMP. A35s, TYP. TO TOP OF PERIM. LVL SEE SK16 BEAM, TYP. i EXIST. FLOOR EXIST. SIMP. i FRAMING, TYP. HANGERS i 2X BLOCKING I ONE SIMP. CS20 ONE SIMP. C S20 4— STRAP ON EACH SIDE STRAP ON EACH SIDE OF ELEVATOR OF ELEVATOR BRACKET LOCATION, BRACKET LOCATION, SEE SK16, TYP. SEE SK16, TYP. (6) (6) 8d EACH END. 8d EACH END. 1 FLOOR FRAMING FLOOR FRAMING PARALLEL TO EDGE PERP. TO EDGE ELEV. TYP. FLOOR EDGE APPROX.SCALE 3I8"=1'-0" TRIPI ENGINEERING SERVICES, LLC Bl 7 433 MAIN STREET, SUITE 4 — HUDSON,MASSACHUSETTS 01749 S K� www.tripiengineering.com ■ 781-287-0077 11 2-18-10 I PROJECT: CAMPION HALL SUBJECT: ELEVATOR SHAFT/OVER-RUN FRAMING SEE W8x58 (ON SITE, SECTION VIEW CONFIRM) SHEAVE BEAM FULL—HEIGHT 2X6 STUD E.S. OF BEAM, BLOCK SOLID W/LVL IN WEB OF 1 SIMPSON BEAM, AND (2) J"O A35, TYP THRU—BOLTS W WSHR (3) SIMP. AND LOCK WSHRS., TYP. H A G 10 TYP. TOP PL TO VERT. SQSH BLCKS OR o ROOF FRMNG SOLID LVL BENEATH STL. BEAM FOR FULL BRNG., TYR a , DOUBLE TOP PLATE 1/1/1/111111 ROOF SHEATH. 11 11 1/ II 1/ 11 11 II If II II „ 11 II , II II 11 I \ 24" LNG. SIMP. _L r CS20 L \ L 1 CUT END OF _ _ _ EXIST. EXIST. ROOF ROOF � BEAM, PROV. 11 GIRDER (2) SIMP. ACE6 r (OR EQ)BEFORE PSL POST STUDS 4-1 i PROVIDE SOLID 54"x7" 54"x7" PSL POST BENEATH PSL BLOCKING AT ELEV. EXIST. ROOF BEAM BRACKET ATTACH PTS. SECTION VIEW W/FULL—HEIGHT STUD EACH (SEE ELEV. DWG.). . SIDE FASTEN BLOCKING TO NOTE: STUDS WITH SIMP. A35, ENGINEER TO MELD AND STUDS TO ROOF OBSERVE FRAMING FRAMING (PROV. BLCK AS BEFORE GYP. SHEATHING i ELEVATION VIEW REQ'D.) W/SIMP. HGA10 IS APPLIED. i ELEV. SHEAVE BEAM APPROX.SCALE 318"=1'-0" _ I ( TRIPI ENGINEERING SERVICES, LLC 433 MAIN STREET, SUITE 4 SK-. Bl 6 HUMON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 I 2-18-10 PROJECT: CAMPION HALL SUBJECT: ELEVATOR SHAFT 1 OVER-RUN FRAMING 2x6®1 s"o.C. RAFTERS, DOUBLE 2x6 RAFTERS W/ SIMPSON 'H2.5A EACH END OVER LOUVER A35, TYP. OF EACH RAFtER UNO SUBMIT LOUVER DET. FOR REVIEW. ALL CDX PLWD.I ROOF/WALL FRAMING AT LOUVER TO SHEATH., 8d NAIL AT 4"O.C. REC. SIMP. A35 CONN. EDGES, 12"O.0 FIELD. BLOCK AND NAIL ALL EDGES. PROVIDE TWO SIMP. CS20 STRAP NEAR EA. DOUBLE TOP PLATE, LAP AND CRNR. OF OVER-RUN NAIL CORNERS IPER CODE. STRUC., NAIL TO - NO SPLICES BETWEEN STUDS AND RAFTERS CORNERS, TYP. W/8-8d EACH END j BLOCK AS REQWIRED, TYP. 1 I EXIST. RAFTERS TO 1 �I EXTEND INTO AND BEAR ON NEW WALL, PROV. H2.5, TYP. SEE SK-617. (3) 200 HDR. W/(2) JACKS + (2) KINGS EACH EXIST. RAFTERS0 EXTEND SIDE. JAMB STUDS MUST FULLY INTO WALL FRAMING ALIGN FROM FLOOR TO AND BE CUT FLUSH ON FLOOR, BLCK SOLID. (3) INBOARD SIDE. NOTCH TO 2x6 HDR. OK WHERE LVL BEAR 2J" ON FRAMING, TYP. PERIM BEAMS ARE AT PROVIDE ONE FULL-HEIGHT FLOOR ABOVE, TYP. STUD E.S. OF STUDS 11 SUPPORTING RAFTERS. MID-NGT. BLCKS, NP. PROVIDE (2) TIMB�RLOCK FASTENERS W/3" PEN. EACH BLOCK SOLID EI W/LVL FOR FULL EXIST. MEMBER. BRNG. THROUGH STUD"E S LTOP1 FL(��R PACK EACH FLOOR PLANE 2x6 STUDS FOR FILL BRNG. LVL PERIMETER AT LOWER FLOORS ' BEAMS, TYP. SIMP. A35 CONN. AT r ALL STUDS THAT SUPPORT BLOCKS FOR �-� -----��- ELEVATOR BRACKETS I SEE ELEVATOR DWGS. FOR SEE BLOCK/sTep_�_ DETAIL, SK-B18. SUPP. BRACKET ELENS., TYP. SHAFT FRAMING (SECTION) APPROX.SCALE 318"=V-o- I I TRIPI ENGINEERING SERVICES,LLC LE433 MAIN STREET, SUITE 4 SK- Bl 5R HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 I 2-11 -10 I PROJECT: CAMPION HALL WRAP HANGER ONTO TOP SUBJECT: 7-LINE REAR STAIR FRAMING OF FRAMING AND NAIL TWO SIMSPON RB,C CONNECTORS BETWEEN HANGERS i EXIST. LVL HDR. III �. ADD CONT. LVL BELOW NAILED TO STRINGERS I NOTCH ONLY AS REQUIRED FOR HANGER. i EXIST. LVL SIMPSON THAI1.81/22 STRINGERS HANGER, SEE PLAN. NAILED TO LVL HDR. i STRINGER TOP I EXIST. LVL STRINGERS NAILED TO LVL HDR. BLOCK BETWEEN STRINGERS ADD THROUGH—BOLTS, (WASHERS, LOCK WASHERS, TWO 177 BOLTS (TOTAL) IN EACH STRINGER BAY. hill Lo NEW HU7 HANGER I CUT POINT OFF OF BOTTOM BLOCK BETWEEN JOISTS, OF STRINGER ONLY AS TYP. AT EACH STRINGER REQUIRED TO PROVIDE PROVIDE SIMP. CSO STRAP UNIFORM BEARING IN HANGER AS SHOWN. EXTEND 1'-6" SEAT. MIN. ONTO STRINGER AND STRINGER BOTTOM INSTALL TIGHT. PROVIDE (8) 8d NAILS EACH END OF TYPICAL STRINGER EACH STRAP. APPROX.SCALE 314"=9'-0" I ' I ,4,Tir TRIPI ENGINEERING SERVICES,LLCSK B14 433 MAIN STREET, SUITE 4 HUDSON, MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 i 2_ O 0 PROJECT: CAMPION HALL 't SUBJECT: 7-LINE REAR STAIR FRAMING ' DOUBLE LVLj FULL—HEIGHT BLOCKING FLOOR TREAD GUARD WALL SHEATHING, FASTEN NOT SHOWN i TO EACH BL ;CK W/ (3) 8d IN ADDITION TO STRINGER EXIST. LVL STRINGERS i li SECTION VIEW ADJ. TO POST NEW SIMP. CSO AT CONT. 2x6 AT TOP EACH GUARD WALL POST OF WALL LOCATION, BE4D AS SHOWN, INSTALL TIGHT, PROVIDE (4) 1d TO STRINGER EACH END AND (2) 1 O LACH SIMPSON A35 E.S. j BLOCK i OF POST, TYPICAL i 1 5y 2 EXIST. LVL 3i"x5i" POST NOTCHED TO ^b STRINGERS BEAR ON OUTER STRINGE _ i SEE ABOVE FOR " 0 THROUGH BOLTS REQUIRED STRAP. W/NUTS, WASHERS, LOCK WASHERS, TYP. SIMP. DTT2 AT UPPER BOLT, 3 I� PROVIDE LVL BLOCKING y FASTEN TO BLOCKING I BETWEEN POSTS TO I SUPPORT INFILL WALLS, SECTION VIEW FACE NAIL TO OUTER AT POST STRINGER SECTION AT NEW TYPICAL GUARD VVALL HALF PO T APPROX.SCALE 314"=V-0" i i TRIPI ENGINEERING SERVICES, LLCSKB13 433 MAIN STREET, SUITE 4 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 12-10-10 2— O_ 0 i i PROJECT: CAMPION HALL SUBJECT: 7-LINE REAR STAIR FRAMING 1 NEW 54"x5j" PSL j POST, ATj EACH FLOOR DOWN TO BASEMENT FOOTING ADD NEW LVL BLOCK BETWEEN EXIST. JOISTS AT POST SI I SPON RBC CONNECTOR LOCATIONS, TYP. INSIDE AND OUTSIbE FACE EACH POST 1 i EX.IST. DOUBLE 1 & LVL SIYSPON RBC CONNECTOR INSIDE AND OUTSIDE FACE AT' TOP OF EACH POST. BdND AND APPLY TO FLOOR FRAMING/BLOCKING EXIST. JOIST, TYP. AS REQUIRED. SIMPSON A35 E.S. OF POST, TYPICAL NdIW 2X6 AT TOP 0� J¢ GUARD WALL TO BE� ~ w CONTINUOUS FROM POST = w � � _ < T POST (NO SPLICES). waw a NOTE: GUARD WALL INFILL � a � FRAMING NOT SHOWN. G ARD WALL STUDS '0 BE IN TENED BY FACE NAILING TF�ROUGH TOP AND BOTTOM PLATES W/ 3-16d SPIKES, PREDRILL IF REQUIRED TO �.". I POEVENT SPLITTING. FASTEN BOTTOM PLATE THROUGH EXIST. JOIST, TYP. FLk SHEATH. TO LVL W�4-16d (2 ON EACH SINE OF STUD) AT EACH . STUD. i SECTION AT NEW TYPIC 'L POST APPROX.SCALE 314"=1'-0" I • I I 1 I TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 K 12 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 2-10-10 PROJECT: CAMPION HALL SUBJECT: 7-LINE REAR STAIR FRAMING TIE GUARD WALL EACH 4-26 FULL—HEIGHT END TO FULLI HEIGHT BUILT—UP POST INTEGRALWALL W/ 1/ PLYWOOD, W/WALL FRAMING, AND A35 CLIPS, TYP. CONNECT T&B SIM. TO ! SIMPSON HANGER EACH 5K613. SEE NOTE 1. STRINGER. SEE SKB15. SEE NOTE 1. PROVIDE FULL—HEIGHT 2X6 TYP. RAILING (POST @4' BEARING WALLS MAX. O.C., CONN. TO W/DOUBLE TOP PLATE STRINGERS, SEE SKB14. . AT EACH FLOOR DOWN SIMP LS70 TOP AND BOT. TO BASEMENT 1 THIS STRINGER, PLUS FOOTING. REFER TO I CONFIRM SPIKED THROUGH TO PROJECT GEN. NOTES WALL FRAMING[ FOR FRAMING DETAILS. DOUBLE STUDS EACH ' END AND ELSEWHERE AS ---------- LVL STRINGERS NOTED ABOVE. INFILL WALL, DIETAILS "x5 " PSL POST PENDING ADJACENT TO PLATFORM, SKB13 i FULL HEIGHT. SPIKE TYPICAL I ' THROUGH—BOLT WALL STUDS TO POST. STRINGER TO EXIST. PSL POST W/(2) 4"0 BOLTS, I N"x5j" PSL POST. I WASHERS, LOCK NOTCH AS REQUIRED o, WASHERS. FOR LVL "SCAB" FRAMING TO BEAR 1j" - ADD SIMPSON DANGER MIN. CONNECT SIM. BOT. OF EACH TO SKB-13. STRINGER, SEE �SKB15. i 4"x5j" PSL POST LVL BLOCK AS REQUIRED TO FILL VOID TO ALLOW FASTENING BEWTEEN EXIST. BOLTED' LVL "SCAB" FRAMING POST AND DOUBLE ALL BOLTS Tql REMAIN. PROVIDE2 YK LVL HEADER DIA THROUGH jBOLTS BETWEEN EAC NOTES: PAIR OF STRINGERS. TYP. I 1 — AT THIS LOCATION (SEE PLAN), AFTER WALLS ARE INSTALLED AT FLOORS BELOW, PARTIAL PLAN AT 7-!LINE REMOVE UPPER, DOUBLE 16" LVL BEAM ABOVE FLOOR LEVEL TO ALLOW WALL / POST TO REAR STAIR FRAME DIRECTLY ONTO FLOOR SHEATHING. APPROX.SCALE i=l-.o^ I i TRIPI ENGINEERING SERVICES,LLCSK= Bl 1 433 MAIN STREET, SUITE 4 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 ! 1 -18-10 I I PROJECT: CAMPION HALL 48 SUBJECT: ELEV. PIT REINF. BAR DIA. LAP, TYP 24#5 ADD,L. VERT., DOWEL NOTE: INFO FTG. ALL VERT. BARS DOWELED • INTO...FOOTING W/ STANDARD 17-BAR DIA. HOOKS, TYP. • EXTENSION • Q BEYOND --j/ a HORIZ. & VERT. WALL REINF. PER PREY. o Lr- HOOK, TYP. ISSUED SKETCHESSKB-3&4 . I � ) • ma 00 STANDARD HOOK BARS, SIZE & g i SPCG. TO MATCH HORIZ. REINF. i i L-BARS, SIZE & SPACING TO • I MATCH HORIZ. REINF. i TYPICAL WALL CORNER REINF. APPROX.SCALE 314"=1'-0" EXIST. CONC. BEAM ABOVE 4-#8 VERT. BARS L8x4J LLV HOOK INTO BENEATH EXIST. #4 HOOKS, g FOOTING 9 BEAMS, W/4� - DRILL& i"0x10" RODS NOT » PROVIDE � EPDXY W/6 _ " ; SHOWN) INTb COL., EMBED. TYP. 4 4- Ox16 f DRILL & EPDXY W/ LOC. EA. BEAM. ANCHOR BOLTS » I INTO CONC. I I 8 MIN. EMBED. HILTI HY150 PROVIDE WASHERS EPDXY EXIST. COL. AND DOUBLE NUT O C I � NEW PIER TO MATCH EXIST. COL. DIMS. OF EXIST. PIER 1 4 TO SMALL 1'-4"x1'-4"f VFY. BASE PL ELEV. PIT WALLS BELOW, #4@12"O.C. COL. TIES-i- SMALL. PL SEE DETAIL ABOVE FOR 2 AT 2" O.C. TOP AND 5 16 V TO LARGE PL TYP.. CORNER REINF. E BOT. OF COL NOTE: STOP CONCRETE PIER 2 BELOWBOTTOM M-9 PIER DETAILS of EXIST. LARGE BASE PLATE, SHIM, L EL, AND WELD BASE PLATES TO COL., THEN GRdUT THE 2" APPROX.SCALE 314„-_1,-0 ” GAP WITH HIGH-STRENGTH, NON-SHRINK GROUT. I TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET,SUITE 4 SK Blu HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 I —18-10 I V I PROJECT: CAMPION HALL I SUBJECT: ELEV. PIT REINF. i I 4'x4'x1'-6'7HK. CONC. FTG. CENTERED6 #5 BOTTOM ON STEEL COLUMN ABOVE g EACH WAY, 4" ABOVE BOT. OF F�JOTING, TYP. 1 ADDITIONAL #5 1 ADDITIONAL #5 TOP & -BOTTOM DIAGONAL TOP & EACH SIDE OF PIT BOTTOM EACH ZI I IN EACH SIDE OF PIT DIRECTION I I PIER REINF., SEE SKB-11. PIER 1'-0" TO BIt PLACED INTEGRALLY TYP. W/WALLS SUMP PIT, COORD. SIZE / LOC. W/ELEV. AND SUMP REQS. i I I #4012 TOP AND 1 INSIDE FACE OF BOTTOM OF SLAB PIT WALLS, TYP. EACH DIRECTION NOTES: ENGINEER TO FIELD—CHECK ALL REINF PRIOR TO CONC. PLACEMENT TYP OUTSIDE FACE OF 1— ALL PIT FLOOR REINF. TO EXTEND INTO COLUMN FOOTING. PIT WALLS AND 2— ALL WALL REINF. TO EXTEND INTO COLUMN. PIER & CORNER 3— PROVIDE L—BARS AT ALL CONCRETE CORNERS PER DEtAILS, SEE FOOTING, TYP. SK—B11. SIZE AND SPACING TO MATCH WALL REINF. I 4— PROVIDE 2—#6 ADDITIONAL AT TOPS OF ALL WALLS. ELEVATOR PIT REINF. APPROX.SCALE 2'=1'-0" TRIPI ENGINEERING SERVICES,LLC K433 MAIN STREET, SUITE 4 S - B9 HUDSON,MASSACHUSETTS 01749 www.tripienginecring.com ■ 781-287-0077 11 -16-10 PROJECT: CAMPION HALL SUBJECT: RIGHT WING HEADERS 1 i I EXIST. RAFTERS r H2.5A AT ALL RAFTERS UNDER NON-SLATE i NON-STRUC. ROOFS FURRING i "Od' LAGS 4" FROM EACH i END AND 12" MAX. O.C. EXIST. DOUBLE LVL HEADER i L6x4x1 2" W/ FULL BRNG. CAFEFULLY CUT AWAY ' ON JACK STUD EACH END TOP OF JACK STUD TO OR PROVIDE SAME DETAIL ALLOW L6x4 INSTALLATION, AS IN SKETCH SKB-8 DO NOT OVERCUT I NOTE: PROVIDE SIMPSON CONNECTORS (TP OR EQUAL) BETWEEN HEADER I AND KING STUD PRIOR TO INSTALLING STRUCTURAL ANGLES I SECTION AT SHORT THIRD FLOOR HEADER APPROX.SCALE 1 i-11=.1'-0" I TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 HUDSON,MASSACHUSETTS 01749 K, -.B8 www.tripiengineering.com ■ 781-287-0077 11 -16-10 i PROJECT: CAMPION HALL SUBJECT: RIGHT WING HEADERS I i EXIST. RAFTERS H2.5A AT ALL RAFTER UNDER NON-SLATE NON-STRUC. ROOFS FURRING 1 L3x2x5/1.6" 12" COT. CONTINUOUS ��l/4 3 C�?9 O.C. EACH END i"OxY LAGS 4" FROM EACH j END AND 12" MAX. O.C. EXIST. DOUBLE 1 LVL HEADER 1 L6x4xA" W1 FULL BRNG. CAFEFULLY CUT AWAY ON JACK S II UD EACH END TOP OF JACK STUD TOI ALLOW L6x4 INSTALLATION, NOTE: DO NOT OVERCUT I PROVIDE SIMPSON CONNECTORS (TP OR EQUAL) BETWEEN HEADER AND KING STUD PRIOR TO INSTALLING STRUCTURAL ANGLES i I , j SECTION AT LONG THIRD FLOOR HEADER APPROX.SCALE 1i"=T-0" TRIPI ENGINEERING SERVICES, LLC 433 MAIN STREET, SUITE 4 SK- B6 HUDSON,MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 , 1 -15-10 i PROJECT: CAMPION HALL SUBJECT: M-9 COLUMN AT ELEV. PIT 1-444ANGLES EACH END OF W14 AND 5'-0" MAX. O.C. TYP. E.S. I 1/4 3" EACH ANGLE ` MIN. W1 438 LOW, TYP. EXIST. S10x25.4 (FIELD VERIFY) COLUMN, " STIFFENERS IN C 10 WEBS, TYP. 4 LOC. " STIFF: BETWEEN C 10 WEBS, TYP. 2 LOC. I C10x20 CHANNEL, TYP. E.S. i TYP. E.S. E.E. C 10s 1/4 4 OF COL. MIN. TYP. E.S. EACH C10 1/4 �. NOTES: COL. 1— PROVIDE ADDITIONAL DIAGONAL L44 1/4 10'<jTYP. TO CHAN. X—BRACES AT BOTH ENDS OF BEAMS I TO PREVENT BEAM ROLL. I I I PLAN DETAIL AT M-9 COLUMN ` APPROX.SCALE 1 TES ' • ; . - • r ■■■e�■■ ■■■■ �'■1/h�`911■dal■■■■■■e ■■■■C■G�i�iC�n■■l�I�■!���=11�=1:111■■®■■■■ ■■■■■■■■■Il\�iJ■�1'■ie111 ■iilA■■■■L..■ ■■■■■■■■■n■�1'■■11■Jell��_ --- rl�■■■0�■ 10.21,00dols NOW ■■e■e■■■en■Ir%�I li®i�111��.^■i'i::iiin■■^■ ■■■■■■■■■11■�■�l�►i■'pis■ri'iiir�■■■■■■■1 ■■■■■■!�1■■n■■ ■■;I�t■■a0011■■■um ■■■■■■ .■■ a■®■■■■ 1■■■■all!■■■■■■ ■■ee■et■■n■■■e■■el■■■■iiil�s'A■1■■■■ ■■■i�■��■■n■■■■e■111■�■Dill■■■■■■ ■■ l■■■ r■■■■■ ■■■■■■■■■■®■■ ■■E'■■■■■■ ■■■■■■■■■■■■■■1■ ■■■�e■■■■■ ■s■■■■■■■■■■■■■ ■ TRIPI ENGINEERING SERVICES,LLC 433 MAIN STREET, SUITE 4 Si KMB5 HUDSON, MASSACHUSETTS 01749 www.tripiengineering.com ■ 781-287-0077 ! 1 -15-10 I 1 PROJECT: CAMPION HALL SUBJECT: M-9 COLUMN AT ELEV. PIT i I 4'x4' WOOD EXTEND CRIB TOWMrCRI L —� TOWER- BSMT LEVEL AS �. — � FROM 6x6 REQUIRED TO SUPPORT [H TIMBERS, TYP. IM W12 ----=� §lX 1 LR TWO W14x38 OR ENGINEER-APPROVED JSTS, i P. ALT. ABOVE 1 ST FLOOR I , r- ------ - - -- -- - ------------ t i BLOCK SOLIDW12x35 OR S GR. APP `_ i i. I BEEN EXIST. EQUAL TPP CON .� , c � FLR JSTS. TO gyp, \ BEAM /FIaR. AT X—FER LOAD X01 LEVEL ;i----.---- -- i OUGH FLOOR —i--- PLANE, TYP. I i SEE SK—B6 _.ElCB- i APPROX. LIMITS OF ELEV. PIT --i- THIS EXIST. WOOD BEAM AT i 1ST FLR. MUST BE SUPPORTED SEPARATELY I 4'-6" MIN. AT COL. BASE. .. � . ,.. . I PARTIAL PLAN AT NOTES: i 1-ALL STEEL W-SHAPES TO BE 50KSI. • M-9 COLUMN 2-ALL SHAPES/PLATES,3,6 KSI. 3-NOTIFY ENGINEER FOR FIELD CHECK J APPROX.SCALE a=1'-O BEFORE COLUMN LOAD TRANSFER. 1Y I '• TES NEW WEEMUmmi MOMMEREPEN 1 t ,�I■■■■■� iii■�i■■■■■■■■■■■IC���!■■ 1� I�■■■■■■■■■■!�'�� li■■■■■■■moi■■ ■■■■■■■1 ■■ O■J■■■■■ ■■■■■■■■■ ■Iii■■■■■■il■■■■■■■■■■■■■■■■■■■■ S'�f.iii■■■■II■■•■■J■■■■■■■■■■■■■■■ MEN■■■■1 i■■■■I■■RM - N■■■■■■■■■■■ MENNEN ■■■■■i It 111■■■'■■■■■■■t�■■■■ ■■■■■ No Igloos ■■■■■■■■■R10.00�r W� ■IN■■■■■■■■■■ ■■■■■■■■■Fill■■■u, I '■■■■■■■1■■■■ i Dec, 23. 2009_ 1 :23PM No. 1743_F. 3 ` I�oT� • - 0. 3 14 A LL Cot'JGR61`5.rO 3,500 fe.x, 16,11 NoZ�tAl.trJ�rGo r � ,��,�u g�ou� 060 Z)ALL H®919.wAt.Lft fo 6 Co off► " its Pr G.C. NOT IS CRITICAL DIMENSION, S. eIZ Nook h was, pp. . ,�Pvxy�oG"��� ��` � I� FRONT 4-0 3/4 10vV g LAB ��,'�. rota g-6roF TyP• J ii a�►. CENTER Imo ' OF,PACK r v a �p X12 FAc� i mid. 2a Z d VtAIWST, ' P INSERT O o U- Co ®a a (TyP,ca,. I*JF. METAL FLOOR fie• o . �� TEMPLATE6A� I P r Top s .a .a c OM4S�pE v � .3 -4�k#4ksm p— v� pa G.C. NOTE HOISTWAYIPIT SIZE IS FINISHED a itt°p®• -o �rANb�AlzQ AFTER ANY AND ALL WATERPROOFING. be rom Nooi�GS �� PIT SECTION 6 AAA 1-100 vo C11 140fies Ta Boom gib 01fAli. LA Yog r>r SLAS -'oP 6ke JW10f. TOTAL NET TRAVEL V-911 .m 60 -i6 ZETC44COWRACTOR CAMPION HALL PA-6f, ANDOVER RENOVATION SOLUTIONS Stanley Elevator Co,, Inc. °�`""8Y DATE; ��� ���� u WrM 12-22-09 8259 SK 2 • a f a } rage i or i J. Matthew Trip! From: J. Matthew Tripi omt@tripiengineering.comj Sent: Thursday, December 10, 2009 2:50 PM Q w . To: 'William C. Penny (bill @andoverre novation.corn), J,J Subject: Campion -I-Joists Bill— This email is ' o document our discussion ear , the I-Joists to replace the existing deteriorated 4X12s can e�Boise LLJoistAJS25 @ 16" The LVLs shogs in this area should be provided as shown. Thanks, Matt Tripi i TRIPI ENGINEERING SERVICES, LLC Project, No.: Z ,p/0 433 �in Street, Suite 4Date: 1 1V1 * - Hudson,Massachusetts 01749 Sheet: o xvwxv.tripiengineering.com I BY:_J M cPl Project: CAmApKA - MAbS(ok) Client: 5K I i i f� torr ttX75 (2rrg v Z-1 o8 67-A4omeoL+ b#jG.-6 T Gomer� �ioo� r s su�TAB�� FoQ �"� �rovn� P,�ov1D�j TftAr: A - A #4wikuH Coocozzg 7mGfwa" or l + , 15 �o�JFt�2M A. b - No verbs 429 PPO;,FA)r BENMIX 7?fr--6c.Ab M-� 5as GietD 69 c- 130 CeAck6p Age PP. a)r wirrto " &&Utea Foorw� Fvawar SEF F°vn��r S��ut�� I JS Z- A7" A JL o-n+ge Foon�)G T/p -rpt Xcs'r. �on�c2 �srt u� BE ✓E� � Aub ��rJ Fvdtl vis C24060e49-t, PM r 6ef r. BE: P�2ovcDE� . � i JCA j3G6E b FT I I L- Roe 2x G CL&jn 6TS AT e i Grp T' IBJ 10& ZXC,HrUOP- 7 n 16x0 O�G�2 �' 2 Jour ZxG .c. LVL LR 66p, 3 -►Gd .Exti:�3� I MAS �t-o��. COkW&) r To AOr: 7o*AtJfl Sol:Imo- oFC .so�57' 4PAINTAW 0elU. lF 196�- AVD Tb voP u � TD i �iJEiJT'spi.�nr�, D� F�oD2. LVL ro MAP, t/ DrST: TOP 5u2rw'5aF 7-0 ErJb or 8 x,504 S.4PPoor s f;i=•t_- Pei UTS A,4,M4 &7 Ftrfgn)G .. -5p EWI-x I I TRIPI ENGINEERING SERVICES LLC 433 Main Street, Suite 4 ' Hudson,Massachusetts 01749 www.tripiengineering.com N of,�qs 26 October 2010 0�� Pti y North Andover Building Department Attn: Mr. Gerald Brown, Inspector of Buildings 1600 Osgood Street SS�ON. L ENG�,t North Andover, MA 01845 1O"1(o"10 Project: 070129.00 - Campion Hall Mansion, North Andover, MA Subject: Report at Completion of Structural Work Dear Inspector Brown: This letter accompanies our signed "Structural Construction Control Affidavit at Project Completion," and follows up on our 7 October 2010 letter to Mr. William Penny of Andover Renovation Solutions, Inc., upon which you were carbon copied. I have made two follow-up site visits since we issued that letter, and to the best of my knowledge and belief based upon my follow-up field observations, the outstanding items listed in that letter have now been satisfactorily addressed, with the exception of web stiffener plates that still must be installed on the steel beams beneath the 1St Floor Framing. We have notified Mr. Penny that this portion of the work is still outstanding. As you know, the project was permitted under the 6th Edition of the Massachusetts State Building Code, and therefore, engineering oversight during the project was performed with the intent of meeting the provisions of the 6th Edition. Tripi Engineering's scope of design and construction- phase engineering work is limited to structural aspects of the renovation/repairs that were performed within the exterior walls of the building; we understand that Andover Renovation Solutions, Inc. has engaged licensed /qualified design professionals to design/review all other non- structural aspects of the work, and to design /review all aspects (both structural and non-structural) of the exterior structures (e.g. entry canopies, decks). The results of structural tests and inspections performed by Universal Testing Services(UTS) of Massachusetts are enclosed pursuant to the attached affidavit. Tripi Engineering is currently preparing updated framing plans that reflect some framing changes that were necessary during construction due to unforeseen conditions, and we will issue these drawings to you and to Andover Renovation Solutions, Inc. upon completion. Sincerely yours, #atftthewipi, PE cc: Mr. William Penny, Andover Renovation Solutions, Inc. Mr. Evan Dewire, Build It Up Builders Enclosures: Structural Affidavit at Project Completion UTS Test Reports Telephone/Facsimile ■ 781-287-0077 i ENGINEER–STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION r'7 Project Number Tn12?.Q0 Project Name: CAP1PIgtJ aALL kQ6)oQ Project Title: M Project Location: 1 OLL0 Scope of Project: V--641 +^"^V., 604)13 -(UN-i"fb FkAMA)6- In accordance with paragraph 116.0 of 780 CMR,the Massachusetts State Building Code, I, A.- Massachusetts Registration Number-4,5212 being a registered professi nal Engineer hereby certify that all plans, computations and specifications,and changes thereto, involving the structural systems of subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work,as defined by Massachusetts General Law(M.G.L.)c. 112,§81 R. For the above named project-1.or a registered professional architect/engineer under my cognizance, have review1d the design concept, shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being preformed in a manner consistent with the construction documents. Pursuant to 7.80 CMR 16.2.31 have provided the results of structural tests and inspections to the building official and owner. (aTgCNf h, I have submitted, periodically, a progress report with ail pertinent comments of the site visits and compliance of all pertinent items to the building official. I havesu a report as to the satisfactory completion and the readiness of the project for occupancy. CA7i }6y� . OF Mb's go M y No.46212,, D Engi a 9o�F�c�srEP� ```Q Date ss, ANG NAI i Subscribed and sworn to before me this _day of OU6r i90 ( p _ 2 X13 I a- No 4Publi' Date Notary Commission Expires R1 09/27/00 i i Of Massachusetts 'The Construction Testing People' -Page 1 i 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 2/1 V/2 010 Report No. 2 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, MA Woburn, ,MA 01801 Contractor Andover Renovation Solutions Concrete Co. Granite State ALLTIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 I ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 � CLASS CONCRETE: 4000# 3/4r1 No. Of Sets: 1 CUBIC YARDS: 8 SET 1 LOCATION: Elevator pit wall Total Unit Slum (in.) 5 Lab Size .Area Date Date Age Load; Load Fracture` Air Tem F. 38 (so Condition Cast Tested Days ' h (Ibs:) (psi) Type ;' Conc Tem F 69 A339 4 x 8 12.56 Good 02/18/2010 02/25/2010 7 36,000 2,870 1Truck,No. 167 A340 4i 8 12.56 Good 02/18/2010 03/04/2010 14 56,000 4,460 2 Ticket No. 7040272 A341 4: x 8 12.56 Good 02/18/2010 03/18/2010 28 62,000 4,940 2 Time 11:00 A342 4' x 8 12.56 Good 02/18/2010 03/18/2010 28 64,000 5,100 2 Unit Wt lbs/cu ft I A343 4 x 8 12.56 Good 02/18/2010 03/18/2010 28 65,000 5,180 1 Air Content(%) I GENERAL'REMARKS: Inspector i Premium Travel. Name Tune; Hours Time ' B. Crabtree No Min Day 1 Hr(s) i I REVIEWED BY: Robert S. Granada FRACTURE TYPES I , Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably,well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on doth ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is 126 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. i I Of Massachusetts 'The Construction Testing People' Page 2 I 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/18/2010 Report No. 2 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, NjA Woburn, MA 01801 Contractor Andover Renovation Solutions Concrete CO. Granite State cc: i ' I I I ` I I I I � Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) I Compressive Strength Report - Concrete Report Date 02/18/2010 Report No. 2 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, MA Woburn, MA 01801 Contractor Andover Renovation Solutions Concrete CO. Granite State FIELD SUMMARY REPORT Total Pour: Elevator pit wall Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose ' Cylinder Storage: Curing Box Thermal Blanket Hay/Straw 0 Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification(in.) Number of slumps out of specification reported to If rejected Approved by "Remarks: I � I i Of Massachusetts j 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) I Compressive Strength Report - Concrete Report Date 02/11/2010 Report No. 1 William Penny Job Number 13280 Andover Renovation Solutions X1.0 Winn Street Project 1518 Cochichewick Drive, N. Andover, , Wo13Vrn KA 01801 Contractor Andover Renovation Solutions f 'Thri Concrete CO. MacLellan Concrete AL Pi 'D TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALS CQNIPR.ESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" * No. Of Sets: 1 CUBIC YARDS: 8 ZS T-4- ©CATIONv: =•,--, F otinq for elevator pit 1 Total Unit Slump in. 5_1/2_1 Lab Size'. Area Date Date Age,. Load Load Fracture: Air Tem F. 32 No. (in.) .` (sq°in.) Condition Cast,' Tested: Days, (lbs.) (psi) Type -'; Conc Tem F 78 1 X71;6_•::'. ,A. x 8 12.56 Good 02/11/2010 02/18/2010 7 36,500 2,910 2 Truck No. 259 )7.1.3,- 4 :x..8 12._56 Good 02/11/2010 02/25/2010 14 46,000 3,6601 2 Ticket No. 13051342 k718 x 4 x 8 12° 56 Good 02/11/2010 03/11/2010 28 59,000 4,700 1 Time 10:00 x 8 'f'2 56 Good 02/11/2010 03/11/2010 28 61,500 4,900 2 Unit Wt lbs/cu lt X �0 44'4 x'8 12.56 Good 02/11/2010 03/11/2010 28 59,500 4,740 4 Air Content(%) 1 GENERAL REMARKS:.. * 1% polarset 1 Inspector Premium Travel r Name Time. Hours Time., B. Crabtree No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Typal I Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/11/2010 1 Report No. 1 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, MA Woburn, MA 01801 Contractor Andover Renovation Solutions Concrete Co. MacLellan Concrete i I I I I I ' I i I I i I I I i I r Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/11/2010 Report No. 1 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, MA Woburn, MA 01801 Contractor Andover Renovation Solutions Concrete Co. MacLellan Concrete FIELD SUMMARY REPORT Total Pour: Footing for elevator pit Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ®, Other Other: shovel tamping Cylinder'Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: [:]Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification(in.) Number of slumps out of specification reported to If rejected Approved by Remarks: i � Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 02/12/2010 Report No. 1 William Penny Job Number 13280 Andover Renovation Solutions 110 Winn Street Project 1518 Cochichewick Drive, N. Andover, MA Woburn, MA 01801 Contractor Andover Renovation Solutions WEATHER: .TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 02/11/10 to the lab for testing. II GENERAL REMARKS: 1 Inspector. Premium Travel Name; Time Hours B. Lumenello No I REVIEWE=D BY: William P. Crabtree our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: I