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HomeMy WebLinkAbout688 SULLIVAN AVE ADMIRAL BUILDINGI i I , i i i (H G;� G T' F PURL>'N---` iF~- _ n —RAt" g,,yf <� R ! iM �r-01Hi- /'ilT- G r 8b� /yI r�9 c � I,- Mir _ 1 h. c + V , �Q �. i; +� A. A � 1 � l � �3-�'� � , j r � PRFV � � , ! � j PREV j /4/1-9:6% + is ! `' r"� f� J. Ii �"� i 0 Q i p TAl"raLCE n ! �i JN�TRLLrU ! i i i� (I ( ! (!1 !�. i!+ �cr, �. i I ! �Q` I �` ► I �`� Pfl T.,..��1V s rn m CA i I� r'ART i riDN de E� T- .:_s _19 a L- - I: tM dr- �. 2__ M i - 9.9c; F I TRAM-SVERSE PARTITION__ - _- FR-A I� LONGITUDINAL �ARTIT� N 10 L�NC(TJLiINA� PAFJITION T YP' PLACES `''' ' �-s'..� 1�' j 0 BL DG � TYP Z3 PL AC E S E X CE P r TYP 2- PLACES �--' AYUTE 1%.E7191L 3.1fl LAR fop PArI ; D-v /VEXf Ta EAlVVY1),L L F1 E L C} L Jr HIT rRim Mir- 9�9 �7 T PRE V f �'hfvINS TA PARTTmN i Z PART1TroAl 00 CC) �� f�U I # +j. •, M8r- T 92 T S.Y F' i T. vW/ - PECIAL FRAME — _ _ -- ._ ____ __. — -— I P1gR TI T I Ci N{ ) 5 c J UDf L�-_ PARTITJQN _ _ TYP 19CTYP L,ES --- T YP ___ P AC ES ' A/0 rE: DETAIL Sll"1iL98 FOR Pti/t'T/T/ON Alt)(' KJ tAl41' rY/-ILL i p i f— A 1.7 $ 7 MIT- G.0 . f - - w s TR ANSVE R 5E PARTMON BETWEEN f RAME � i -T1"F�P,LACES sI-4.9z--�. ! + REV I' t N"TNL L 1r D j PVRT17101V Inc �j� j`xf87- 4.9Z IC, T kANSVERSE PARTITION TYP PLK ES G PRE v P6 6 T071,0IV 4 � mor `f. yt 10 TRANSVERSE PAkTITICN u TYP PLACES W. i INTERIOH COL0111/V tZ X I PL A !N 6(- r(E W /8 O.C. TYPIG AL 4`--PAurl rl/)nJ f'k1VhI j i 62, Ex 7-E R r O R JAMB U AI /T- Ilk l-'tiRT I T16AI RRNE- L SEGTI(,,N A- A SECTION B—P ftiTr kiJfi' �-C L LJmN r-- )2yl PLAIN SCREW .i SECTION C-C SE(�TION JG-3 :t_ PA P T/ TlDAI PANFL 1-�ASE TKIM E- E )2X/ ' ECTICN G, — C� PL 41AI SCREW /8.6+ G. TYP164L /"1/T TRIM SECTION D — E: _ —PRNEL TO BEVFICLO CUT F/96UND i ' PURL/N OR PL kN - ,ivf- SrRL/T Jz x J EAC N PUR L IN \ 5H - l Q A/VG i E lex/ PLR/AI /z," 4 c . SECTIGN F — F* Lc' rn r00 dOD C ror t7J r H N C f� N C J � O t7 H H G� r ,.: - .,+•. y-,,,, :5y. 7_ ''K?-ic_ �'r4:t�'s .t•. �(a :v.- '^_ . t•' ., .u•. ,:•ar, s',� ,,,e �5 , i-9+. x•�t 1 t t - r�.c:, - -W.. -,;: ..f � .^ .- t:-:• S�. -.:.:, ."a. ...•Y, jj � , ,.. ?n .. 1.... � Yi, .-.+..3.-..�+-1•, a.v.+�S :,• ., a..•r .5�. < :..:F .�.-:J: �"'@ 'C• :6 ..f'. .�}�`.5>. 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MSP-I A MBR-12-- 6C'9.88 � MCL-16 20" MINI FRAME (W/SINGLE COLUMN v2�xi ii4 BOLTS I/2 �X 3/4 � BOLTS (2)1/20X 1-1/4 BOLTS • �!J:Lw • 40 MINI FRAME (W/THREE COLUMN) RAFTER ,--M ES C -15 (2) EAVE STRUT-, �--- D 0 N OT ;BOLT HERE �-- M J- 8 SECTION A -A MBC-16 HEADER J C-3 (2) i/2�X 3/4 BOLTS U MINI rNAIVIL ll# /TII//n I1 �l 1 IAAB1 1 l w/ i wU LULUIVIN 1/2�X 3/4 BOLTS MJ - 8 ISOMETRIC MBC-16 EAVE STRUT MMESC 15 P'1 A 1_" T r r-% (2)1/2 � XI-1/4 BOLTS DETAIL (:B (RAFTER CONIC) RAC'C`r`_ I r- WT 30 MIN11 FRAME W/.I NCI F M1 l 1MN) NOTE: --,,JC-3 CLIP NEAR SIDE --�MCL-9 FAR SIDE PURLIN RAFTER (4) I/2�X1-I/4 BOLTS TYP DETAIL C (PURLIN 'CONN.) 1, J o U IVI I IV I r KH IVI I7_ MCL-9 SEE NOTE*) AND JC-3� r-PURLIN I II__ INTERIOR COLUMN DETAIL o (2)MBR BRACES REWD EVERY OTHER BAY ATTACH W/(3) 12X1 PLAIN SCREWS EACH E"'� -8 SE CLIP BC-16 ) 1/2 �X3/4 BOL- u 3/PrA ANCHOR L_`%� (NOT BY Pi-i.) SECTION B-B (JAMB BASE CONN) DETAIL INTERIOR COL. Q BASE CONN MCL-9 (SEE NOTE *) AND rPURLIN J C - 3 RAFTER IT. COLUMN (6) 1/21SX f I/4 11 I All BOLTS TYP. ji -INTERIOR COLUMN DETAIL (E INT, COL.@ RIDGE J C -3 :) I/20X 11/4 BOLTS 1/20 X I-1/4 BOLTS TYP AAC[n ► ni in i"l DETAIL___(( (RIDGE CONN. W/NO COLUMN RAFTER I 4KEPEACE P-2674 r 133HS 103F0ad _ -- OS50-"q-£Oz c -- 'NNOO '80SONIM H1fnOS Jn%.%O3JI03H0 OJ�iti/NMVNG OV08 ONVINOftB 06b S833N19N3 9NI1if1SN09 Siva (� /33V0s 31t1a SNOISIA3if ON w - — •sdnT p110 pua apzS 4p gsau ;DUO .zo „9 d'PT PUP anTS Tn irTHan_rn,Tt:.,, *,� T.,T ,,, ---- - ' S0TV j-jLLSK : o-r-Tged aLITP1 POPTOM • saaujoo punoje puP SeoTTds -4p uir-,-- _,, SJ0J- 0 eTp �Z buT0JOjUTaa 'T-e-4uozT-7OLT ITr d-2'I Ofi aPs-l9-ST9V ['LLSV :100IS 5UTOaOJLITGZj •suOz4zpuO0 nsnun Aur -Q � aauTf-)ua A--zYOu asPaTd •buTzuag TTos aTCfefi 07 i r dSd 000E pounsaid e -Tog U' mous IIt?T6 uOT412rl`t�0d 'SAPP Ri 2e 1S a TC1 nnnr rD _T . "" V VVC IT 1A o� I�tsuo*� pur ojngxTl':7 Jo an Oq aqozouoD =i.I�ON gHAHq UNV allVnOS dg ZSf1W NOIlVaNnoa �,J�b' 591V/47//?S eC21 _,,/ IYVA:' NO/L b'QN/70� 5 F.? i�F=.- �►►I�.jll .t �►-�'y�lbc� yo�in --� : 4 -rl -rl 01/0I 107 X 10? g7>10H-,)r-+b 42 N / t 0 N�iC' W151,11E'wSK/ I M 1. ni r 4 r I VI F- /V 8 9 3v = y_ W O �►0 I ,A'I&WT ro ^-,1/41A/ Z /iY 6A::AWr67Z 7-0 i1v f�Q,f3�"RT.S' �1 A .1 I � f � A 39,233. 7/SvE i lei O`k is +-�"il�.'^l'.� L?�a rl %��. is S•3�-'� 1��� 9 ' ffT� tiConservation onsery Lion Go- k aunicsiou Of Lb.?, W of ioutb 4;*344or I:LR J v __V114- Lt arts activ*ty �n tb ,3 /V/LLE"R area. 7�Ques t4onsre-y- dace.c.gad t4) the SOU" ; Couservat 140 .. van Avo, Sough' cAP Lv/SNP S'h'/ Q? , CT 060,74. Conr;urwltic Wlu,: �" P LAIa 644-2511 f liulti.vah Aveliui,P4 tolll'l, wirs;yrr ;1 rhis Nvrax ive rofekcu r; c t Q . P,erv�t on h oC j -y- c I i pru,je,ct-, frCirreb cJ parties �laoufid.:r�C} �tMt + +!' -t15 }' and locatiott:i of ot}:.erv.,t`tc,rr rreAgurek ifk�turse�8 i1���tt. V n iv'dual# 13es�ionsibL , for Cdits rvaC "Oo ' tenance. ' Robert Milkie .................. 52. -.4 21 F rfi Hilkie •6 h F Cunst.[uctio-1 Pei'ivsi� Thp,arlticipsted Construe-t'iort Perri d- fot 1h' spring and auwer of 1%6. All final se $ing should tie tOmpleted before Septeattler 1, I aC. fza%a lbw ate. �r }° ination vj*e. i J The, .Fr& A!iL�__ v The �pro;eet. p roue^:, et� the c rAstr�tct}onlour. Is A slab structures; with a total `fldor areadf,-*' o to on _ CQ 43 J acres. T'h'e site is relatively ,fiat %arit-li t� 6�iat olirq ipt* 1§ and I� 0" al the 4ighes.t at LYv. ([•SDC lla4um). The nbrtile}!st Rdvki:orl�,'t;�►e.;;a �,'i<g'' composed Of a :delign6EAa Wetiut a soil: Charact0ie,0x*9 a ►tzilrrl i"Nist , ed soil.with'a seaearta3 r:i�;h'NecBr t9ble., g 1rcitEhe q; t, t i ' 1,, h Or- oar Of tf+e site s cdtuposeii of fine eancj 't$ taee It 2 t 1r d i tsittr no water eaL1e 11,mitEci4)ns. y I Expsto_r. Rrab�l ms: . tjfPossible 'At terrace soils of the site arc ,kits*l3 V#ro lie ; Hh is a Water cvurst> traversing the wesG�rr1•b4zdet 'of"-C'� XIAtii gym., aoiith which could tranyprot: eT;bde(f`soit' off t�e`iff riL�"ii ► �' i�rAirage Svs2emrs. r �, Staves of JLveiolttt,@nt� tt the pr-Lspo38d construction is na: ,inrel�ds#1 .0 f QCa$ ,All huildi.n roeo4d F will cancat-rent'1 g p Y• NOTE;. o 5e cr�ISc Q' 0 er�itiolr�: i - a e u ' oa r gx1S-r /xG a CL++y a�i Lr . ,r a ftoy ggres4rtt 1y l > p` the' %wrb AS ,Free the vaturcourse mcntior%d above rfl-et• to 'a tur. ctssxii � �' ' M►ti���i!! `�`'T6 2)ErENT/oN ftN'.Z" AREA. control be in,place ; Mru fine Aa 1, l,t darts .at .£ a P, +1,i2. i,gotr euhtp c u. un: o `9 tg c ,4,r ,� of, the dRt¢ne inn Pad .an<I the iribitallatiaxl.bf t itfi,lcrtrke t ue ro e•ucavat nl; :Ctrs Cent t/3sY p fi fa] _ ';'rrt , aia' ". , lti�3re:y uYk r4r{tilred. .. 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C, CLEAN -OUT To SURFACE `-^7- _ YS//5//T� SAit'lJf� s..:�UJ%�/V`-4'v'cJirc_ . aci�:-'Ti'� iv��VL7.j"UfY c-:1�Y,�✓. LUCEK ENGINEERING ASSOC, INC. NO. REVISIONS D aTE SCALE / YO DATE /-7-56 - CONSULTING ENGINEERS BUCKLAND ROAD SOUTH WINDSOR CONN. / r:r t '.r,," "'�' �•I�"�` //rE �<fAu�490 7-7-1946 DRAWN CHECKED<...� 3 /�'�Yi EA rE�E�iT-r 7-946 PROJECT6%_S -/f SHEET 203-644-0550 E I HEREBY CERTIFY THAT THIS MAP AND SUR : EV"'WERE PREPARED IN AQWRDANCE WITH THE STANDARDS OF A CLASS SURVEY A4.,bEFINED 1 °`EXy T1 'C E OF PRACTICE FOR STANDARDS OF ACCURACY OF SUR E;30 Y HE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. • .�►�.,. ONI SMUAanS oNV-1 30 N011IVIOOSSd ..Sd6t�r Q!W SA3AanS 30 Aovanood 30 SaMINblS 803 1n0I103NN00 31 1s 30110dad 30 Aa43.r' 9 Sl NI 33Ni o Sd A3hanS SSV30 d 30 SaadaNdlS 3Hl HlIM 30NbaW000b Ni a38Yd38d 3 A3AanS aNd ddW SIHI IVHl AdI1830 A8383H I _ s. 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