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HomeMy WebLinkAbout302 SULLIVAN AVENUEDoor?- 1�9?, Fume T4�K,o 95MAP.14,5 2 - lvx�-14 "M "M 'al Uum, Jq"X PAJ;F �L4 "A mb-1 vc"WH PAN -el.- 5f V, A 0 X 1-,Iq W/4 'I F-)(I*ATWO� POOMP. x 12�v' x 6xv5rjm/j Opog�-- Mi�ll ALPA, PPPA-- -VVjs6T09A6T1L1P At A.X k'� CV , r.�r'k*�4 ov -01 4— ; D A 4 quol Ptw, Fgbmo fiv 'Se PvoiL F, h I 10 1PA, 4 7z —co 1�x­ w�e 44 f jt. N! 4 lupf k '04- Ot VZ� .;y X­ x 7. 'T X I 4r t4 , *, - . , , i, . fail 7. JL7. kt, L L or- 2 3 -&5" si i VA UTLE PIOMW tADDITIONS To NOT IN F-r<T--P Y Al2 MILLING BUILDING 5*47 v REX LUMBER C L SOUTH WIND CT. GAETANO J. BAZZANO ARCHITECT f L ub Road, South Windsor, C -644-2237 60 Beelzob 203 06074 MAX OF Sb&n "A );.'j' ------------ 7 �A, :4 L Al S -4, J Af I A�l '%A Y, N Ell v I 10 %N 11-00 4, '.A E!U1?NAC,5 V- tA. PF/I'J r fp.Amf- T -, I I r, " ­ , I T --af o A. 0.- V Imi . ..... .. 411; jx, L 6 P-K- oo- -!�25T AT Vtz k, 45 UUNC-FN I�Xj,�,J'� 15" m 4­71 4 X.. r-qwwA pLmS vp THI 110, K11P vialry "Y ­7 F-x I STJ N 4 mhwmay wbi,� pwef5 0 2 -1) (f;�Dvm obrl CN x 7 rmovr zy— t7ll� POWN �4ifq, 12" �I�LOi 4 9 N V A*` A- FIN, FL,�w V" 2�. 'TO X� V. Y ID, SOJZT)f Vb L�, .6S Vv - FL-ct;� R- J,;) L� 4 N ot, e-v(::,HepULe 'vl%. - /V ­1 c 0 0"" 1 C"Ic"m — SCALIK COWIL NO. DATS SHIET 2:33 44t'..6" } /ff _ —_— . w N — (er��n� I I � A 4, ?G f t ,._ _.L_ I P'XIt'l1N11 i 6 { 1 - f1°9iA8:iA�Z`+7..R�il:70.X' 6'"��RLA4A1- .1dC::QC.-Jlt3i" '2tC sZ �,. � �� �•rAlN i�L zttift.clY�N 1V'*;rj14q M 5ONRY NO:,r~ ( R.�i43 t~ dF 20or— �0 a -^ -- ratty-c.o yAt4 420SA r - 74 ... `11 �' � i �= 1:���. I..�.'�l 1�"r `ice.: t� /p �1'��'��• . - 7.,..� ......_—_-_ :�.:__ : _•-__..-•� __ ��".$�I1�Y_ Tltlt>�;� :$ice--_...__--__�..____. ��_T�_-•'------- .._._.___.-.__ ._._...... _....__.."__- ... ii.. ..-_.. _.. _. __ T..- _:'CasYr�.. ._ - - :+ ta��. .. _r��.w1w• ... . _._. _ - ...._ _ __.n� _...__•ram ._._.......•.nr• r..-..-.�.r ._ _W_.•�{ .irr .. ��__� �� !4�+rr __rr.w r..+..r ...__ r.T.R� wwi.,�.� ._-.�. 4 ram- ' j' �► ; :;? � �...�J' � = - _ � '�� � t•�r''�i.. I 103 r�L CGNKV—\)G-ri D t4 _ y :F1eEQ! L,4e, W t L-T -OP Rvm-' I wl 1i Pmf-g604►2p ►we vLt 6Tl N M, AL R PGiL - --=- WnP-j,orc. ON St+�F b •3 %IV43,194 gmr TO pzf�MAJN ONP Mj t� buiL-AA �Xl�1Nl� �oNG 4%ff-W, 1 iz►�►a �vaR INSOt.A (la}� `'ye * Qi. .gap. proe. a _\spo �,. (v 1-0 IB IY 4,X47 t l01V,IV. ►j, VOL,va+� IV ► f u {N fuLd7'jv1►+. To MAy, 1 . FIN rLg� !J j REmAom3 a mi ADDITIONS TO MILLING BUILDING REX LUMBER SOUTH WINDSOR, CT. . GAFTANO J. BAZZANO ARCHITECT 50 Beelzebub Road, South Windsor, C1 03 - 644. 2237 06074 TV" GI SAW" WRAwr CHECKED SCAU l . ,* gu * �� •�. ok �� �t�Avl.7op Al r-ptcly oN •2x lTlzrre;��) Top P K I' -7 (r4A S►t71 N!� �� 3 `�f�t• L ARM— -ZE I if 11 XI�t INrGj Nub TU R-c'mCIij 'N171 PVw >r1tlR��.twq wA n _ ram'' _ __ �.- pt m- 15w4 56VV ALVm.ctuTt&n .c- CuNT.I k/,;rxv,p, pqwcop twf+T (pAINr I F0 u 4 3 P L-y P► f11L T-vp R40Pf N A, tqi M , Al. t--s c-� r-z r-lt-�s.--� r- -su�i,n0_ oA4v. . .-r t.- w•.r= Try. y - 4,40L-- VAN i v -OxmejiN� T, urr�c, f tlf "A � �1 Rfi�ttf�l�l�✓ . --�-}---'L�----�-• ��. CC�c-UhsN � I�.12 t�'Gt�d► —/f}—,fir i�caw.u..�.a�.:x�;:'r.Kti:.�is4��r..:...�:4:�^-S._:_....s.LY:.,+�._...e._.:....::•7.�Y4U:.Aoasis_i�aua.�.ti.�a.sc...z.,�_..uv,.�i'�,�.:n.i..o.n:...__:<:.,...M.,_1.4.�.:+4..wcb,..w.. IiV4MpP14M�Tt-IL UATI►N $IV 65CrION A I -A? tif-W J" 40TP 10009T GAMY IbL4C $Kr \V,t f�cio-fl� krf ! 12rr--0) N /J WAIN ONP; � -- �MV AL4M , 4 i N� * I=D Id am �2" X to i'1�L�'(3�p) �� \-��d1uDRP Ft1L�.Nlq Y ;µw WL-T Li NTf 4 AN41.-f e i 44 �' A% 167-1. e, I Km col, . i II V &41 TO fhp, 1 l ( , Roar- 64t4G-IW.QGT(0N 3 PLy Piae-QA"S6 i uLPLT-Op 06c1P-A(.t �2. t.,�yi=;��j ilk ;ZI�IP '�OAR•ta lNSui,.A�'('iON 40� rod. 51 1 5i�M r COT '7WI Q t_ j�t,0'SF�fT►Gt 1'2" vaz. f�' (9�� a✓;,.r�>�. p+..tvv� CONS Mp50WZY VU1L'a-,vA P.. `INFt .GiN(ri (le-Avy" - Up"- Vo I I>-1 Tip C.ow rI L zo I H�av 4 A 1'� r+dt -r5 ..VOU01' flu,. PPOViM GONTWi- •.SODS Cb f MDiGA'J ,e,.i art_�eln?',dN'S VtA1 Pep— ���a1C�N � 1�A1 t✓ . I x 1 V (.off mzho V- �W6 b'' x ld x ° clu-v W11A L f � — vbTION !1vi N I I J � { Div 11 jrl� 5 i � G -,11 tilt$ �`T�r► :.SANS t' t DATE MILE Of fIRWECT ADDITIONS TO MILLING BUILDING REX LUMBER. SOUTH WINDSOR, CT. GAETANO J. BAZZANO ARCHITECT 60 Booizebulb Road, South Windsor, Ct 03 - 644 2237 06074 Tnu or sum CHECKED !C Cow». W WIN iiF + SHUT MO. m IP Kfj 3'(i `M r-1I4. 4;6 Aof J -- -- qI► o [ �.'Ct_ . � ?- T�� . -- `�,� { 4- 4 g x I- Co -+;- 3- lac=alto A, 6. 01A I 2 ! 3 I S 6 Iz 6 t ,' 5 - ,� &It SET Oti1 q:' Lf �. Alt O cA g000N 9 htpN-S+�RIl�K aIzOUT -- --- -- 5CHEt)ULE ( 1--- - _ - - --- - - - - -- I444!i- y' N1�AR-K 51 Z.� R�1 �1 F U gypp. 2Ct1aC 't. I � ��,\NP � �;" v..t.W.M. 1 II' � A 3 = n x 3'' \' x 1 Z`' t) 2 - 5 x Z' 8" E- ,VA 4 - V TO ..r # i �p Ow�.Tu FTl. I 91 - - -- — N 2,3,4 3•C x'3 C x 1Z D. 4 SX 3-Z E,\1, ` 1'j- '2 Z3,Z4,25 j '� x 1 Z 4 3 ,W f S E C T (O N 1 I 3l 8i. 4'-0" tZ D. I kvv I + k 2-ye- T4a COAT, I I 1 (v" L014CP-ETE SLAB k,\AZ.9 W.W.M. ON CorAPACTED FSASE (El-E\jATipN SFIC AS AD.JALEMT Ex0ST7 till) � 4 I + O 4 1108 ExtSTt4 I-L" I VA r. _- -z_p -- ��r o� , E X t S'T k vA G P��ouNlb ` I PLACE FOOT► 4G, tN AUTEZNATE I «—�-. -- 4- Fbc; SILCT IONS 1 1 J 7 ,. 7" 1+ I F SECT I ON SI LL �XiSI'lN� I 3i-Qie COL..,Pt�%atT4. ?IUtl.DitJC1 - T6? DF CONC. PtEc, - Za c� PIER -y ,H SEL�.tlt3 -- f— -fA Ftl.1. GRApI: '%-4TUl E-)QS RCA %0TTDM 6F FaoTtNG� A - � t� UIZ Y r J I I f ( ' 1 ,I I I �R �MATGN �.XtS T lraC� I -- — { b0T, at Fi'C-F I t `) 5ECTION\s11/ J f -- i zZ-4r c 0fr 7-3' O"lit 1`i 20 Z ZO � comc. "V-R j 3T`(PI C FJL i { 1 O O S T 1-A l' f/•,,, ----- 8 j4p T I NGWl;tF to m c-aN7*?-Ac-T f s4 _ r M L 7 Z x I.A w/ age VA 0t s 6" Z'' 40 tAovf= coy #+4�-(► fry= .,wF- b-'1Z FovNVbTw),A SLAF3 j4ALc(4Llt 7-23-•=' Ri'YF57 - - DATI~ �iL[ Qt M11�,iE,C1' ADDITIONS TO MILLING BUILDING X LUMBER SOUTH WINDSOR, CT. ;I! GAETANO J. BAZZANO ARCHITECT 60 Be•Iz*bub Road, South Windsor, Ct 203 - 644. 2237 06074 = TRtt a uun No. '3382 it, 0";m c"IcIff :GALR AS NOTMD 4. r ♦ � ��Ifrr� .r-. wfflf♦♦ ' COWIL NO. "Ti Sol FRAACOLINO and LAPUK + SMiiT MO ST'QlJ rURAL- E'*3Gi^+.E!..RS j 27 a PR` $910M, CQNN. 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RRFT.,tS, i (I + It � U1 AT P-�PtG11 EuG ?6 t LMS714(C UAL LINE,� �j :L IIIII � �-xtSTtNC� 12tCC�'w- UuE •� I I �I �f 'I �i _l 11 40 l 91 1 r•3 f a0 � � � -71 I -° � �1- 1 of 0/1 +tl 4" 1�4W. Alt _._ __ •1 1 t —� K $ cv ry'cPAT.1c6 K8 n i l p" • 20 ��,43„ _—�,•r 53 53 - --- — — — ----- - 0 /7 N) )r `='' = *9- *q ' is 'I UNE of D�taS +m►r;�ons TITLE Of PMWFXT ADDITIONS TO MILLING BUILDING FLEX LUMBER SOUTH WINDSOR, CT. GAETANO J. BAZZANO ARCHITECT 60 Beelzebub Road, South Windsor, Ct , 03 - 644. 2237 0607�4 @�" <"i a p. TffU OF S"KT y h ORAIM Cp[GtR0 KALA 'i'rrrrrrvrFKa'K LGOOrI. MO, �r�� DATt Q 4 _ _ i� Ss//^^_ yg_yy {J''_,J �.*� yns Kel FRAN saNr�T wo. S r IR t_ .. A'- ' F,1 Y?" RRUKTON AVE, FARMIK' . ` r i S a 0 C©►aT. L _t6xik-45� / T, S..r•. ► l' + �Xi s% TES, Il'- V w t$ 32 L9 ! 1 50T. C�oRD EXTEM�E16 gi3D C.Lt��Fa 'T'b coL, No`f1~ f>iav1 �E FOR 45"` MnM a j IN JQt�T aNU ZoK T 46 j II ItJ COOPECj'1DOS AT CDL.. i ! L 3,c 3 xlcr KNEF. 1�Rfi\C: �TYPicRL� �Z`-D VFt2-T, � N,7121x•1 "tST. COL • ! VA 8 CE•L• . -Z -..-- COL, 0,F I~X1`aT, WALL. ' SECT1 0 V S3 0 T`(4tc�L ANCFioeS / NEv.I Zx 10 t TsET\0E-f .1 ExtsT. T�uss�� RAFT1✓es , y %x-y�aam -4 I z- �f NEvi Zxtz's EM'ST. \BALL oft 60 tAe-W s-ND WALL 1 F RZ4 b . _ j� fi •� v4 10 lE A t ST 1 N G SECT�0� 53 MA'S©tdt'�."( Ai1CtIDRS C@ 3 Z. e-, W ELbQi `T`o 5+'A1J D�z-LS • HUMAN * 315 -t�t�ic.AL �ASONt2( /�NC�{D�2fj Cd 3Z` -c, W1=LtED To LoLu► o kuEa (°R FLe,E) 1}I �cMR*1 113tS� $c #81$ T`(PICAL g SECT 10 N s3 C 4x6-x51L Cut -IT. SEE *r-0 FOR 51D4► `�A� - •---.. IiUIFRaMI� ftSaYE '- .�Z.x K1. i { �4 �' @ c A • ,ER / T'(P'k C AiL (Ki3� ZtA , $ COL., „ 1YPtCRL CkZxZ6.i HuN� 4tZ a ZoM W t 8 CJ 4 Lo o' -'� VJ3 TO /s Z4x2�x'q- EA, �_VAtJ CLIPPED To COI.. CUT OFF FU,ES. �- FROM 1�WZ JArn5 TO COLDMVA , StCT10N s3 I„ 12 M.t� • T,S. VAZACS 1 Wtb PrN� CLtPi��1J 1%COL, NoTL : P10Yi bf Fart 3Z'KMt)V1. IN AMST 4WD 1V T*•-C IN cDNNt�-Ttfl115 <° Cal, i W 6 CCL. IL � 4 i �xtSTlNC� i 7-0 CIaL _ %AT A-x z o sit FF' E2 SlIbE OVER COL, W Et t� 7x t2x3g EA• 51DE � 4I4"WELD To COL, �n1T• TEE k.•Nt:.E t3RRc� gM, I COL, Ts' rITC�1FO ,a� , wl�, ANcNotts GtJL`( (plot,) b SECTION s3 n N i 4-34'4) R3Z5 •ROUTS C6130, VM. FV C To CoL.. cgi> W COL, j`tQICA•L AT COLS, 11,2Z 4ZS SECTtoN s3 -FRAN -.C�LINO and "�..� t "K r �. !�'•TGK 'd FIQu'�i5TON, CORN hV `~ _w ir Z� � <� No.3382 Pn. AL ref t r NOTES SECT 10 t� CONCRETE FOUNDATIONS �2� r� yo..-n. -.- �..7SS«-���.''•.a f -•-' r c ',}'.. � ', t .`-1 � ?►.�.;�';'',kS'o. , . '�^.�'�P`i. .�C+M� x .. 1. All concrete shall test a minimum of 3000 psi at the end of 28 days;;"•_ 1. All footings shall bear in virgin bearing soil, or controlled com- and all concrete exposed to the weather shall be air entrained...,, `' ':� Pacted fill, a minimum of 3'-6" below adjacent finished grade and a 4, Minimum of 6" into such soil. 2. All reinforcing steel shall be new billet steel, grade 60, con- forming to ASTM A615. All welded wire mesh shall be new, of cold Any existing fill in the area of new footings shall be removed drawn steel wire, conforming to ASTM A185. and replaced with clean gravel compacted to 95% of modified optimum I density. 3. Concrete protection for reinforcing bars shall be 3" for concrete f _ deposited against earth and 2" for concrete placed in forms but ex- "."- Entire area within building shall be stripped of any top soil and posed to earth or weather. See details of other conditions.fi x`�µ other objectionable material. 4. All reinforcing steel noted continuous shall lap a minimum of 36 �'y:F'`4. All fill and backfill within the building area shall be clean gravel bar diameters and a minimum of 12" at splices. All welded wire`L mesh shall lap a minimum e 6 placed in 6" to 8" layers and compacted so that all placed material ` have of at splices. ,µy ; shall a minimum compaction of 95% as determined by the Modified Proctor Density Test Such fill is d �_ ;.�•,„ , erre o as controlled com- pacted 5. All foundation walls shall be reinforced with 2 - # 6 top and bottom ` fill " , //yy t r SC H D i� L F horizontal continuous, unless otherwise noted. �.�� - __ ... _ _'_ "' - 'e,.' :ii=.,.+•.f`-l3 rY,t..iF Y. .i y'�2* ° - .,K•• `,�'F i.1. wi�+R .at"'rr �':.as�.j?, {. �1..'1..t...'• �� . 1c,t Mt`'t I ��i r., d.�+z�`,.-, ° 1.if..+'t).. i g•. ,t.y.•:�'x �2S•i .x�t2.a, ,.! ,q..-.-,1,�;. r STEEL 6. All horizontal bars in foundation walls shall extend to far face '����""�` *'" *"'�•'°'`�`-'" {'''�` ��.�- "; ��,� .� { ,.5 Z,3,<i- i 8 9,iD,11 IZ 13 i4 {5 16 1� 18 t9 20 21 22 23 24 25 1<L�V1�Tt04.1 j,q at corners and intersections and shall be bent to provide 36 diam- eter ---- ____.___ _ or 12" minimum lap. 1. All structural steel shal 1 be fabricated and erected in accordance ( with latest AISC specifications for A36 steel. 7. Provide control joints for slab on grade as shown on plan. Control joints shall be made with "Zipca..3°. 2. Open web steel joists shall be designed, fabricated and P or sawcut. .�. r _ ,. 9 erected in �'., ;�, ��- w_r =r �➢- = - '7n wl6lr _7 �i " _ �` wi IW,e ��.� � accordance with latest AISC and SJI specifications for "LH" series rod' M�Twlte� 8. A11 slabs on grade shall be reinforced with 6 x 6 - W2.9 x W2 9; :u joists. M� WI$ ,}' hx Mk welded wire mesh, unless otherwise noted." 00 '� " i MX x-F °O .,,�. _ : ... �;-`, i_K 3. All structural steel connections shall be bolted or welded. All I m x LV- X 'R 7F i � � x QO � 9. Al slabs shall be steel trowel finished, unless otherwise required bolted connections shall be made with 3/4"0 (min.) A325 bolts. for floor covering or slip resistent finish. v r a �, 4. All open web steel joists shall receive a shop coat of rust inhibit- ::. 10. All slabs shall be treated with curing com ound seal "K N ive primer paint with a minimum of 2 mil d th' k p er ure seal ry �c ness. by Sonneborn, or approved equal, compatible with floor finishes 1 as required. Application shall be in accordance with manufacturer's 5. Provide holes for 1/2"0 bolts @ 4'-0" o.c., as required, for nailers, recommendations. blocking etc See Arch . 11. Provide isolation joints with 1/2" asphalt impregnated filler at 6. Provide loose angle lintels over all openings in masonry walls and Q �p columns and wal 1 s , unless otherwise noted.. p ,,,a ;., �..• t,., ,. partitions as cal 1 ed for on plans or as follows, 1 ows , if not noted For each 4" of wall thickness, 12. Construction , 1-L4 x 3-1/2 x 5/16 for openings o3 joints in foundation walls shall be located no more ;:1n� up to 5 -0 and 1 - L 5 x 3-1/2 x 5/16 openings 5'-1" to 6'-0". ' c` Bear lintels a minim m f 6" o than 60 feet on centers and not less than 10 feet from column or .x u o n solid or filled block each end. corner. ':f�".'?�.. ,`t". C.,.. i. .. ::Iz' 1F..u�- rsJ•, .�ql�'M-;.cA`�i!:aC•6r#.K.t:r,_C�7!,1•.•... .i � lr;..._: _,:BPi.,r3`.',?3Y. ... _ 7. Beam and girder connections to columns shall have a maximum number 13. Where a construction joint is required in foundation wall, provide of 3/4"¢ (min.) A325 bolts: W18-5 rows; W16-4 rows; W14, W12 and a keyway formed with a beveled 2 x 4 and lap all steel as noted W10-3 rows. above . t r. em s': �:.Fr, :a ;"ret...:+� y' �P _s • l:� ..: 3sr" -w , 0 8. Joist ends marked with * shall have full bottom chord extended and , _ 14. Wall footings shall be 12" deep without reinforcing, unless other- bolted to columns, or girders. After roofing and roof top units wise noted NLOOQ EL, a-o' � 1 ! ' � 1__ 1__ _ 1 �=-1 � • _. � are in place, release bolts and weld chords to column or girder w,i.._r„ -"- ',-a►s ...''Qr' 5.:'r-.y{.�•t,-. t>.. ..rri.._.,-. _`� --ti.:+,aWt.i; ,..::L1c,�.i:..d�t, •_.ia,L: _'.::•a"w:4S3c'.`�[_. IR clip angles. 15. The contractor shall verify all dimensions and locations of all s ' i openings, 9. Steel roof deck shall be 1-1/2" x 22 gage, Type WR, fabricated, ' pipe sleeves, anchor bolts, inserts and other built in 9 9 yP BASE PLATES SxBx 4 °IxlO><3 Sx8x3,,4 8x8"34 8),8'Y"t , `1x10x14 °I)CWX3,r'Sxsn4 8X8x34 � 8x8x3s} $x8x4 gxI0x34I9xI0x3♦.9xtox3� 9kI0x3,4!`lxlox3+� gxtOx3 9kI04 9x10X3+ 9x1ox34 i items and see that they are properly in place before concrete is painted and erected in accordance with latest Steel Deck Institute � placed. standards. Deck shall be as manufactured by United Steel Deck, Inc., j j M.M. i ( ! or approved equal. lo, I r N K CQ 3 S �1 Q- 1 f xx 3� � �I mmoks or►TE UTLE Qi PRQJ GT ADDITIONS TO MILLING BUILDING REX LUMBER SOUTH WINDSOR, CT, F GAETANO J. BAZZANO ARCHITECT i0 Beelzebub Road, South Windsor, Ct 03 - 644. 2237 06074 Trn[ or &"KT 9"Wo CN[C[[D $CA" w A ►r� Comm NO. jj oan F„ _?i •' e•>e t 1 © r / J$At So3 re rt In O cn