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30 DANVERS RD/SWAMPSCOTT RD - BPA (2) o� -o��� i� '� � 3� � � The Commonwealth of Massachusetts °' Rj,�b�� Department of Public Safety �yP�� Ntassachuset[s StaCe Building Code(780 CMR) ��� Building Permit Application for any Building other than a One-or Two-Family Dwelling � (This Sectiun Fur Official Use Only) � - Build'uig Permit Number: Da[e Applied: Building Offlcial: * SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for�which a street address is not available) � � H6ng �w7�— �,� �vs�n« � No.and Strect Ci[y/Town Zip Code Na�ne of Building(if applicable) �, e p� . � s SECT[ON 2:PROPOSED W02K � � � Edition ot MA SCatc Code used_ If New Constmttion theck herc O o�dieck alLthat apply in [hc two rows bclow Eristing Building❑ Repair❑ Alteration ❑ Addition❑ Demolition � (Pleasc fill ouC wid submi[Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: � � , Are building plans anA/or cunstruction documents being supplied as part of[his pcimit application? Ycs ❑ No ❑ ' Is an Independent Structural Engineering Peer Review reyuired? Yes ❑ No ❑ Brief Description of Proposed Work: � S` % .S'/Xl ,c3 l YS S�gPon`7— �X;ST:wi ( �:6rsvliF° +-In/� SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR - � CHANGE IN USE OR OCCUPANCY � Check hcre if:ui Existing Building Investigation and EvaluaHon is endosed (See 780 CMR 31) ❑ � Existing Use Gro�p(s): Pcoposed Use Group(s): � SECTION 4:BUILDING HEIGHT AND AREA � � Existing Proposed No,of Floors/Stories(indude basement levels)&Area Pcr Floor(sq.ft.) Tutal Area(sq.ft.)and Total Heigh[(fG) � SECTION 5:USE GROUP(Check as applicable) �� � - . A: Assembly A-1 ❑ A-2❑ Nightdub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑ F: Facto F-1 ❑ F2❑ H: Hi h Hazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ L• InstituHonal 41 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ 2-F❑ � S: Storage S-1 ❑ S2❑ U: Utility❑ Special Use O and please describe below:. Speci�l Use: SECTION 6:CONSTRUCTION T'YPE(Check as applicable) IA ❑ IBO IIA ❑ 116 ❑ ❑IAO IIIB � IV ❑ VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) � . Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: A trench will not be Limnsed Disposal Si[e❑ Public❑ Check if outside Fluud Zonc❑ Indicate municipal❑ rcyuired�or trench or specify: Privatc❑ or indentify Zonc or on site systcm❑ �trmit is endosed � , Railroad righbof-way: Hazards to Aic Navigation: \1.r1 I h �c ri�C.7,innv �m 1'rvu� 1 r�;r,s: No[Applicable❑ Is Structuce within airport�pproach area? Is theii mvie�v completed? or Cunsent[o Build cndosed❑ Yes O or No❑ Yes❑ Nu ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY . � Gdition of Cude: � Usc Group(s): 'fypc of Construction: Occupant Load per Floor: � Dues tlic building contain an Sprinklcr System?: Spccial Stipula[ions: i �//�,-�/� . SECTION 9i P20PERTY OWNER AUTHORIZATIOIV . - ' Nmne and Address of Property Owner � � �a /Z(�r.cK N G�/Dea6wn6. �� IVame(Print) No.and Street City/Town Zip � Property Owner Contact Information: /?E�. �# 3 n��S `I�-S�- l e - - Title Telephone No. (business) Telephone No. (cell) e-mail address ff applicablc, [he property ownen c�reby authorizes Name Street Addmss City/Town State Zip [o act on th� ro er owner's behalf,in all mat[ers relative to wock authorized b this baildin ermit a lication. SECTION 10:CONST1tUCTION CONTROL(Please fill out Appendix 2) . If buildin is less than 35,000 cu.ft.of enclosed s ace and ai not unAer Construction Control then cheek here 0 and ski Section 10.1 10.1 Re istered Professional Res onsible for ConstrucHon Gontrol � - � �� � Name(Registr�nt) Telephone No. c-mail address Registretion Number Strcet Addmss City/Town State Zip Discipline Expiration Date 10.2 General Contractor � � � � Company Name � - � Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town S[ate Zip Tcic hone No. business Tcic hone No. cell e-mail address SECTION 11:lh�pl:KFlt4`CYJMI'ENSA'P7(�N t�9URANCIi AI-Ff1)rWl'f M.G.L.c.152. 25C 6 � A Workcrs'Compensation[nsurance Affidavit from the MA Department uf Industrial Accidents must be completed and submitted with this application. FaIlure to provide this affidavit wdl result in the denial of the issuance of the building permit. Is a si ned Affidavit submi[ted with this a lication? Yes❑ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE � - � [tem , Es[imated Costs:(Labor and Ivlaterills) Total Cunstruction Cost(from Item 6)_$ 1. Builduig � Building Pernut Fee=Total Construction Cost x_(Insert here 2. Electrical $ appropriatc municipal factor)_$ 3. Plumbing $ 4. Mech:uiical (HVAC) $ Note:Minimum fee=$ (wntact m ici ality) � �. Nlechsnical Other $ Endose check � ible [o 6.Total Cust $ V Y� (contact municipality)and write check nw iber here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my namc below, I hereby attest under thc pains and penaltics uf perjury that all of[he information coritained in this apphcation is true and aaurate to thc bes[of my knowledge and understanding. �r / s t� �`'ix t4a1 /C S 1�l!L b �rl7-�- � Ple� 'nt� d�n nf�f� Ti[le , el phone o. Date r Stc��t Addres. � � City/Town afe p e�5 X Municipal Inspector to fill out this secHon upon application approval: ✓iR�.J . Name D�fe io/�s�l� �� � � ���� � �='�'� — — � , f l0'-6 3/8' � 12'-0' 3a'-0• 46'-0• 46'-0• .. _ --�-� . � IS'J ]/B' . I6'-0' 6'-0' � ' l�___2p-pp�._-.__ -L.-_�- a. .o...�...chwwoau.xr�ow�n� �r-I __ ��� �. ' � ��1� I � j _ _ , -- - - - - - -- - - ,� _ - - - - - - - - - - - -= _ _ _ . � a�:�.� F t -�--I � i �,,,an , .a ,. J � <«,r�.,� ; � I — �,,.a.� _ _ - � _� '-, �_ , i � � � , � � � �._* � .o.�,,��..aa.�R a�.� , , � --- A --- is-e v<• ---- A I . B �� F�Il�� R�EFEREN CrE�iG��RnVENG�bO10 CR2'MSt'N`OR GENERA�SPRRPnGEMEN��O��CONVOy❑�PLANi, NEV HEAC 6 INIL SEQION d I51'-9 1/8' tP0.LE7 i0 P�LLEY� - I �ipP 0� ExISTING Bte UOUBLE BENi SOP�pRi ' 0Y4tl 310C-�<5-1-A2 ExISLING SiEE� BEnHS � pN PPPROACH RHMP BENt 3 BEni 2 9ENi 1 OVG.p ]104-145-1-PI UVL.M ]106-I<5_I-AI OVG.p ]104-105-�-At _ ` 1 � I � �r - I o I �I u�nm�rtoaay.nw �noo-n � i i � � J , � -�- � � . . � � � � � ��_ _.1 �� � �-- , - ,� 1 �, � i_I_ � � - g i 1--- � - ' - ' �---- ' ; ' - -i � i_i d ' ' 'a � � � �-- -.i iz�-o� 3m-o� as�-o� <e-o � � . v�Ev B-e viEv a-< � ] . � p /� GR>v.0 auc � . � � r` � L I I`� I � V / `I \ Y ��a°n�� e::e.°��.A.���° .�cae.- _ow o�/o./�� � ENGI oEmER�NG>cevic ea.OL�OGIcSp�J�OUP. INC. � . [N¢yF.O on;E ��d•� SAND CONVEYOR E%iENSION PROJECi . � � o � ` ce.cn�. ismc m E� GENERAL ARRANGEMENT - PLAN h ELEVATION �S U� iJOT SI.Pt E D`.+�. °'_ wi.i�� AGCREGATE INOUSTRIES NER, INC. SWAMPSCOiT, MA .. _ s�n� n S IIVC. N� F.Ev. '�. I: I of - -- - � I ^^ � USa �fMf 1SIG^S Clf I ( 1 OF I �C}/}p' _ � p" 7104-125-A1-RO A �' � "' z--_- — —_—__. -_— _--_ �_- — _�_._ _-___—�—.-r_—-- .. . .. _ ..__ _���y.—�——_-- . -_ -- . l -_�_ G 1 _ 5�-G I$/16" � — . _ . _____. .______________ ___ _ ____ I _ _. ___. _ ____ J.]5' —_ 55-0 n/i6 I ~ I. 2 I/a' � �6' 6' N _ . . _ . . . . . . _ . . _ ._ . . . _ . . _. . . . . _ _ . ._ . . . _ _ . . . _ .— _ . . . . . . .___ .� - . ___ _ . . . _ _ _ . _ . . ._ �_ . '� _ _ � t LI/16b HO�E \ ~ COLIIMN 6-C�CS �ry P�N 310<-195-1-C�-1 MqiERIRL - W�1%l] BFAM FPPRO%. PIECE WEIGMi - 1$D LBS. OUPNTItt - THREE (d) q5 SHpWN h iHREE (3) OPPOSiiE NAN� SC4LE I/Y = 1'-0� 55-0 15/16" � ' S3'-2 11/Ib' {1'-Y --------_ _—_ d2'-It 15/t6' --_ _— _---- -- .. R�'-5 it/t6' . 16'-0 1/Ifi _ 10�-1 I/16 4'-0 ➢/16� � 1 1/2� . . . - -.. - ` o � . . . . _ . . _ __ r SS'-0 II/16� I SEE ttPICnL PIANGE HOLE SPACING OEfNL _ . _ . . . . . .. . . . . .. . . .. .. . . . . . _.. _ ._ . . _. . . _ .___. .. � . . . . .__ . . . . _ . 6' fi , __ .._ _ __ . _. .. .. .. . .. . . . . . . — �_ . � . , . � , . . � . . . , -+ .. " � . � • • ll/I6'0 HOLE �.. '�, �N o COI.UMN b-PLCS P/N 3104-ta5-t-Ct-Y MAIEflIAL -{y14%[3 BEAM aPPRO%. PIECE wEIGHI - 1,241 LBS. � ounHmr — rwo (2) ns sHowry e nvo (s) oPvasirc Hnrvo , scnic i/z' = r—o� �._o. �._a. �._o. i _.Q_ ..Q�.'_ "O__ _Q_ ' . � i I , p � � _.._ --_. —.:—... £ _ O. -_= i. -_"_— _ I_.-- — __ _ �. _— p \ , —� � e t3/16'm nOLE � 64-PLCS 1YPICAI fIANGE HOLE SPACING pRRVN pPl[ �e ��A�� ENGINEERING TECHNOLOGIES GROUP, INC. � .4 ie nn`� ,.d^p a�t.'uc,[ic�.v ox w �weewe �nedcre�>xs�ae��e�vt .> � � . Yp a �e$j CHCCKCU �GiE OM'MOnM1lrv�u ^% pn'° SAND CONVEYOR E%TENSION �SUPPORT FRAMET ��� � `�"���•���� oa�s�H. �ssuc carc COMPONENT DETAILS i c�DO NOT SCALE DWG. AGGREGATE INDUSTREIS NER, INL. SWAAIPSCOTT, MA � USE DIMENSIONS ONLY. s����•• n SCHLES DWa No. REv. a�..a.s ..oc e. o.m arrnmis 3 OF 4 AS NOTED 3104-145-1—C1 0 --� ,� o� , ,i�s��m ��o�— --�' ,�-o � . < vics s i/ ' slVz' io a' � �'` ��— �---i ,_o. � �� __ ' _ _ —�I � -- — — -- --- ' MORIZONiqL 6qqCE � N�� � v/n r�a-ias-�-c1-a ' M4iERIAL - 5� A 5 k 5/I6� ANLLF. - �, _ APPRO% pIEC[ WEiGYi - I11 �BS. ��I— �, OUAMIiY - �NF. (5) 4$ SHOWN � � SC4LE 1' = I'-0" J � � �. �. GUSSEt PV.iE 1 GUSSEi Pu1E } I BASEPUiE P/R JIO<-1/}-1-Q-3 MSiERIRLN J�O�-H5-1-C4-3 MATERIAL - 3/B� iHICK 4EEL PIAtE IB� IMICK 9EEL ClAiE . . ..__ _.._.. ._... . . ..... .... _...... . P/N .1104-195-1-C4-1 APPRO%. %ECE WEIGXi - 2} LBS, u'PFO%. PIECC NEIG4i - IS l.95. � � � - -- �- MPiEFIAL - ]/4" iHICR SiEEL PtAiE OVM'iltt - SfYENtt (JO) PS SNOwN OUANTItt - lEN �10) q5 SNOWN MPRO%. PIECE WEIGHT - 955 LBS. SCAL[ 1-i/Y` � Y-0 SCRLE 1-1/2 = Y-d ouaH�m - r[N (io) nt sHowH . scni[ i-Vz' = r-o' HORIZONiq� BRACE 4 9'-5" � B'-� MAiERAL�-}5'�% 5 5%'S%fi�PNGLE nPPRO%. PiECE WEIGHi - ]'1 LBS. OUANiItt - fIK (SJ AS SHOWN __ -__._._... _.._-__-._- --...__.._._.._.___-_ ....._____.___"-_ _ .. SfALE 1' = t'-0' MOR20MAL BRACE 2 HOFIZONWL BFACE � P/N }109-1{5-1-00-5 P/N d1a4-155-1-C)-6 5'-0� � Q._0^ MAIERIAL - 5' X 5' X 5/16�ANG�E MAiERIAL - 5' X Y % 5/I6�ANGLE � APPROX. PIF.CE WEIGHT - 99 LBS. ppPRO%. PIECE WflGF.T - BIS 1.B5. OUANTISCALEFNE (5; P5�SHOWN OUANTItt - �IVE (5) AS SHOWN SCAt£ 1' = 1'-0' �� - �- . . .. -. 6'-6' g_g^ HOR¢OMAL BRALE J HORIZONiAL BRACE B P/N SO<-HS-1-C3-10 P/N �109-1<5-1-LP-11 ......._ _ ___._.____. . _. _..._._.. . '. ___. _____.___._..____ __... __ __._ __. MAiEFNL - 5' X 5� % 5/I6�ANG�E MALEFIAL - 5� % 5 % 5/16�ANGLE APPROx. PIECE wE1GHT - 525 LBS. qPPRO%. PIECE WEICHI - a9 LBS. ouauiitt - rrvE (s)as sNowH awrvnn - mE (5) as snowH � svyc r = i'-o' scn�c r = r_o, � 12'-2 3/9' HORIZONTAL BRACE 5 HORIZONTA� BflACE 6 � P�N 5104-115-1-C]-B P/N 1104-195-1-C2-9 MALEFIAL - 5 % 5' % 5/16' ANGIE MAiEftIAL - 5' % 5 % 5/I6' ANGLE APPROX. PIfCG wCiGMl - 68.� L85. qppa0%. PIECE wflGHT - 59.5 LBS. - ��- � - �- ��� au.r�ntt - vivE (s).as sNowu ...__._ ___.. . _ ___. _ . ounr�nn - rrve (s) ws sHowN . - ____ .. .._ _..__.._ . _ .._._ .....__ _.__.. SCALE t' = 1-0 _ _ __._ _._ ... _ _ .__.__. SCALE I� = 1'-0 I t]'-'�0 �IPCONAL BRACE 2 , P�N J104-145-i-C2-I] MATENIAL - 5 % Y % 5/16"ANG�E _ APPFO%. PIECE WEIGHT - 109.5 LBS. . _ ___._._. . _ _ _. _ _ _ __ ___. __.._._..__ ____ __. ._...__.._ __._. _. ...________ _ , � owHnn- reN po) ns snowry SCALE 1" = 1'-0� 9'-5 )/B' � DIAGONAL BRACE 1 . P/N 3104-HS-t-C2-t3 MAiER1AL - S % 5' % 5/16'ANCLE __,___ __ I., APPflO%. PIECE WEIGHi - 105.3 LBS. - " "" ' �_._._-____...________I ounHrirc - .cN (io) ns sNowr� � scn�e r = i'-o' 10'-9 J/8•• . �IAGONhL BPACE 4 � 8'-4 I/16` P/N 1104-Ia5-I-CP-iS --_- _-- MAiE41AL - 5 X 5� % 5/16"ANGLE __________________________________________ qPPRO%. PIECE WEIGNT - 99J LBS. OOANTItt - iEN (10) AS SHOWN - � " . ____ _. ._.. ... _______„__.._____ _ SCAL[ 1' = 1�-0 OIAWNnL BftACE 3 P/N 3104-165-1-Q-19 8 P OIPGONAL BRACf 5 MATERNL - 5 % 5� % 5/I6� RNGLE � � P/N J10�-1�5-I-CI-I6 APPRO%. PIECE WEIGMi - t 13.3 LBS 5'-B l 16� '^ MRiERIAL - 5 % 5' X 5/16'ANGLE ' OUANi11Y - TEN (10) AS SNOWN � � � APPRO%. PIECE WEIGHL - 8].6 �BS. SCu.E t' = t'-0' � " OIIANTItt - lEN Qp) l5 SHOWN �I J'-d 11/16 .. I SCALE 1' = 1-0' ________.____. . . . . _ ____.__ � � m BEND � _ b� II� -.. _ . .__._.......__.-_ I �n� IINE Z-1/i6'0 HOLE �� . .... � OIlAN11�yAGOIEN (OJ EA$ $HUWN n n � o - I I-PLC ��❑ � � P N 3100-115- �.�. f MAiEFIAL 5 % 5' % 5/16� ANGLE ONGONAL BRALE 6 q�pp0%. %ECE WEIGMi 59 9 �BS. I f P/N �101-145-1-C2-t] MAiERIqL - 5� X 5� % 5/16"ANGLE SCALE I� 1'-0' � € APPROz. PiECE wEiG�iT - ]6.] LBS. ' ' SPaCER PLpiE OUANiItt - iEN (1U) AS SHOWN � \ p�N ]10<-105-I-C3-19 SCALE 1' = 1-0 `I}/160' X 1-5/9" I.G. SIATfE� HOLE MAiERIAL - d/B" LMICN 4EEL PIAiE �� � 5/8" SLOi fOR GUSSEi PLI. �PFO%. PIECE WEIGXL - ].9 LBS. � .-o^ ouaunnscucwRtt �ivE (3s)o sHowry � z'-o' � ,-o. � �� � � � � � j� � �RPVN OPiE �� _ • ! v O�e� ' 3 t1/16� � I�� m. i„pi� , .e i►�Pc NGINEERING TECHNOLOGIES GROUP. WC. ' __ a �n���..mci . m y.:c.a,o.`� o,.i w fi�P� nsewe .woouc .> CONV. ATfACHMENi PV.iE o K�ee�p^sno.�. ���c� - CH6KE0 pni� 11 b m cesia..o��r�we..e...�woM.�..ru � Y-1 I6�m HOLE P N 3104-145-i-CY-21 �ei w��p cea av[ie u�ye..�p� �� e 2w / � mra w�ryvea��1aqw coaee� nHc�e �-P�e mnrerewi - i/z' twen stec� pwre =�� �.• •.ro.� _... . SAND CONVEYOR EXTENSION - SUPPORT FRAME FopRO%. PIECE WEIGHT - 2}.5 LBS. P/N 3ioa-iaS-i-C4-2o W.•�•a%"i.c °pi"`"'�`��"` � ox�cirv. �ssu[ cn�[ LOMPONENT DETAILS ounrvnir - rEry �o) ns snown• MAiERIAL - 5' % S' % 3/B' Af�GLE � SU�E �-t/a - f-o' c^ " e^ q� AGGREGATE INDUSTREIS NER, INC. SWAMPSCOTT, MA nPPRO%. RELE WEiGHT - 65 L65. tq¢Cn SCNIES OVQ Np. REV. � OUFMIIY - TEN (10) RS SHOWN DO N�T SCALE DWG. - - SCn�[ i' = t'-o" � °`^ 11SE OiMGNS[�NS ONLY. a ac�inio.x 4 OF 4 AS NOTE� 3704-145-1-C2 0 .:._ ___ .; CpNV. SUPPORT �d k 5 • P/N 310f-1a5-I-tQ _._------- __-- __ .�-___-- / I �� � I_-______ �'_--- /� / / /� n i i � � I � m � i i I � / I / � / I / I I � I / 1 i � i // I / I / / � • - ry I I I � I n I / _ — _I //• _ — /i, _ - - / - _ - _ _ - - — _ I _ — /. — _ — _ _ — _ � _ — - — _ ~ _ / / � / � / / � - � � � / � I � I . / I -�____._ �_ � / � / � � �'_� i / i 4 1/2' �'-fi )/B' -,-_��_��.� �,�__ � 6�-0 It�i6� � - I -�_ � 6'-9 >/16' � �� I• J I/�' --_.�_____ __ 0�-fi ]/I6' ����_____ �_ 9'-fi I/Z• - � 10'-8 5/I6' � �/�' 55'-} 9/i6' ' � ��0 � 55'-6 1/16' BMLE FRAME � - --- SPACER PLT. SPACER P�i. P/N J10�-US-]-�3-4 �P/N 3104-1�5-2-Ct-9 P NC]10���5- - �P/N SIO!-115-2-CI-9 BMCf FPqME 3 SPeCER PLT. 1-PLG I 3 A2-0 I-GLC : PIN J101-145-3-/3-2 1/PLCI01-115-2-CI-9 PIN�310s`-M1l5-Z-A]-1 r�,-�� _�--__---___ : i_-_ _-__ - s - ��� - �n � '- _-__ _--J 11 L_-OUC arl�CE �� ���L-�e��____ �a,�����-___--_�_s����v��������-__-_�_�-_ C _-_�_-__-___�.�.�_�e�-.������_ �'� P/N 510�-I 5-2-CI-I ¢ r S �-PLCS � � ONG. 9FnL � I lJ pieG. 9iWCE 2 �) '� I PIN S10{ 145-3-CI-14 PIN d10�-N -3-CI-4 �I 4-PLCS �-PLCS .I � .' I I � p b �O I . — — _ a — / ry - b i b b \ � —9 � � _ _ i I I I � 'I I J E � I � '- __ -_� -_--___-- J L _ ____-_ �� _�� ��.1v��__����� ��L.�__-______-� ___ i�__-____-_-.______�.li.- �N `-_ --- � � '— —'---- ----------— J L ______ _______ J L � i � ��ZN OFp��� . � 0�3 CARRICK N. yn . � NOTE: IG pq3RIUi0R OPiS i0 LONSiRUCi 4ND SHIP OOUB�E BENT SIIPPORi A$A SMLLE WEL�MENT. FUNGE PUiES A0.Y 2E CMliiE9 MD LUSSEf iUiES WELDED OlDENB�E�' m �0 COLUMNS Of A-FiUME BENlS. RLSO CRILLING OF GIISSET G1qTE$ ANO �IAGO\RL o.�ACE$ M4Y E[ OMI1T�0. TR �RFL i , � . a� i r< < r e r i r 305:." 1. SURfACE PftEP�fWTION POF PAIN➢NG - 9VSi C�E4NWG PER SSPC-SP-fi 'Commerciol dlpst; 3 mIB pml'rle A pR�VN p�iE 2 PRIME PNNTING - CNE (If CCAT SHEftWIN mLV.uS SffEL SrEC EPO%Y P9iMER. OR 4-6 MILS; COLCF REO OxIOE '� 0. R�u6H aPirvllrvC - SHEFxM WILLV•u5 '.aCROPCXT 6a6 N, 6-i0 NILS DR. COLOR LO 9F SPEURED ON 04pER O B �� *�t asw.p ti m.p.m..y e�u. ENGINEERIN6 TEGHNOLOGIES GROUP. INC. \� [p.�Mp tee�'Iry��4M C1e w ��ne�MCwe�wOP<A�s¢��ar��uu��w��eery �QcS: � NAL EN�' M:`�..:"„«a�.�.a...� e. d �.v.......� y Rp��µ� G¢CKEO pRiE � / b�¢�r�v n>ascw a 1. SiRIICLtIRrLL $iEEL AND PIPE TO CONGORM i0 PSLM SPECIFlCA¶ON: 9E4N$ h CH4NYEL ASLN-P99], ANGL� G PIA�E >Si4-R�6. PIPE 45iM-p$] ` • �v Wtli<a SAND CONVEYOR EXTENSION - SUPPORT FRAME� z n�� wc�os *o ec 3/ie" riu[* u.ar+. eNo ttcnvco or u+v vwx uao sHnaP coces acMoveo =:i.a °' oum�K amc onrc GENERAL ARRANCEMENT - DOUBLE BENT ASSEMBLY c ' ]. CLUFLT NARK GCH ASSEMBLT RND/OP 5110-e55EN9�T wltH ,VPpOP41aiE NVu'cER 0� UdEL ��� � .. nvvaaxiunrc ai[cc weicrr - is,na �es.(ooes uor wcwoe xe�o urru>Ho vnsrc�+ees, erc_) �0 NOT SCALE OVG. AGGREGATE INDUSTREIS NER, INC. SWAMPSCOTT, MA 5. CUUJiIIV FECWftED - OYE (I) AS SHO'xe� °'� � 6. GP'oRIC<iOR i0 NPMSM ALl GASIENEFS, WSKEfINL, k HPRONiPE RE=JIRED FOR INSi4WiIGN � � USE DIMENSIONS ONLY, s�E�� SCn�ES OVG. Np. REV. wp[y wpC�1 Y�IE � � ¢�ism.s I Of 4 1�2" = 1'-0" 3104-145-2-A1 0 io-ia i/a' io'-io i/a- �o'-w i/a' . /�� s'-o s/is" s'-o s/�e' <'-ii is/is' — a'-n is/is" _ a'-m�.t/s' a'-io a/a' �-. _---__—_ � �, 4•_10" �� C•_Ip' � ( 4'-9 J/16� � 4'-9 J/I6' � a'-) 11/16" I a'-] II/16•• - - . �. I I- I � 7.— I . I �T' •- i . i i i ^ ' ' / � ouc. eaacc s .i'� oinc. eancE s I� ,i'� � - _ - _ v/N va�-us-z-a-u �I )'_ a/H �ioa-ia5-s-ci-is i � _ DiaC. BRACE 1 2-PLCS ' l-0LCS I P/N 3104-�45-$-CI-II �' � 1-PLCS � � I � � � � � �1p � 9�� WSSEL PLi. 0 ��� �06' GUSSE� PLi. 6 � WSSEf PLL 2 P/N }�04-ta5-2-CI-4 . ' P/N }100-165-2-CI-2 j 2-PLCS � � � 2/PLCSO�-105-]-CI-6 I� I 3-PLCS -- HORI(. pFACE 1 n b -- MORR. 9RACE I i � P/N 3104-145-2-C1-9. � P/N 310�-HS--2-C1-9 ]-PLCS HORIZ. BR10E 1 n � 2-PLCS —P/N d�04-165-4-C1-9 SGACER PLi— I I R-0LCS � P/N J10<-145-2-CI-9 irP. i � I-PLC 1n SPACEF PLi. \ I /4 SPPCER Pli. I I � P/N }104-145-3-C1-9 � ' � p�� P/N }104-145-4-CI-9 i / I-vlC I � 1 � � _ I _ / i _ i � _fV� � � _ � \ � � � , -1.-'_ I .�}�._ ... I ' ' i (V/ ' 1�-9 J/16� 4�-9 ]/I6 I 0'-11 15/I6 4�-11 IS/I6� I/a 1YP I CUSSEf PLt 5 1/< I , PIN 310�-165-2-C1-5 � I/a iYP 7_�. j_!- 2-PLCS BflACE GWWE } P/N 3104-165-2-A2-3 �nniERinL - SEE COMPONENi �EiAII � _ {'-Ip' p'_�p' � APPRO%. WEIGHi ASSEMBLT - 611 1.85. � I cusse. a�r. � s'-o s/is' s'-o s/ie" aunrvecnie ij��(z) aso NowN P/N J101-145-2-LI-0 9RACE FFAME 4 2-PlCS PIN J10�-165-2-A4-� f APPRO%IAWfIGHi/SS�EMBLYE�TfiDiLBS. - � ouaHritt - iwo (z) as srowv ' scaie �/a' = i._o. io'-io i/a' �GUSSEf PLi. I FLWGE P�i. 1 P/N 3106-1a5-2-C1-I PIN J104-145-2-C1-B 2-PlCS 4-P16. ttPICAL ALL fRAMES I BftoCE PRPME 1 i P/N }10<-105-2-AP-1 � MAiERIAL - SEE COMPONEM OEiAIL - APPRO%. WflGHT ASSEMBIY - 616 LBS. - � OUANiIIY - TYO (2) AS SHOWN � OIAG. BRACE ] : � SCALE 3/{ = 1•-0• . P/N 3104-HSj3-C1-1] , 2-PLCS !qQ I LI155Ei PLi 1 M.vGE PLi. ttP. '� i° 3/PLCS 4-i45-2-Ci-i � MOR4. dRACE I 1/9 P/N 510�-HS-I-Ct-9 1/a iYP. I I I 2-PLCS . SPACEF PLCI \ - P/N ]ICO-�OS-2-C1-9 _ �^� 1-PLC I �� � I _ _ _ _" " _ _ _ - �t-GP k COLUMN !T. �I 1-� e \ . ' —_"_— —_� a 6'-0 11/�6 Y-J 11/lfi � cussEr v�t � o'-io �/B' a'-io �/e' � PIN ]�O1-165-2-C1-J GUSSET PLi. ttP. l-0LCS IF � 9FACE FRaME 0 I� VIEW A-A MAIEFAL-�SEE CCMPONENi,OEIAIL I IWICAL APPFO%. WEIGHt ASSEMBLv - SSa LBS. OURNiI1Y - IWO (3) i5 SHOWN SCAtc 3/<' = 1'-0" I�GG lnia 6 Op rtv e n ORPVN OPIE � E^��""'^� `e��o _ om u �e N eIME'wow�clN�.ovEa auOLOG1E5wG ROLLP. INC. o� ai^m.:o.ew�v`¢. aa� ...e.e.e ac�.Eo onre�• .��roi.e'o:':Lo:m��e e. I� NaSANDeCONVEYOR EXTENSION �•SUPPORT FRAMErc� �g e��`ro�.«.o.a...�.. � oamw. ¢suc onic GENERAL ARRANGEMENT - SUB-ASSEMBLIES c��0'N�T SCALE ��WG''^ AGGREGATE IN�USTREIS NER, INC. SWAMPSCOiT, MA I� � USE OIMENSfONS ❑NLV. '�FE�•• e s[a�es ovG. Ho. - aEv. aevino.s 2 OF d AS NOTED }104-145-2-A2 0 4 snn� cxrasiary carvv[roR � ' h �OU9LE 9ENi Sl1PPORi � � i _ j � � I I I 1 I . ��° I�4- I -4��' 4- °-�j��� . I -4-I-?- '' � � I i i I I � I � � I � I I � � I I _ ___ .._ _ ..... _ . .. . _ . . . __ .__ _ ' . I. . . . ._ _ _ . . � � -rL�00UBLE BENi SOPPORT 1 I , � � I I I I 0'I o I .p_I.O. � Q SANO E%iEN510N CONVEYOP � . I I p I p p � p � i � I 5'-B �/tfi' S'-9 )/t6" I I'-a ➢/9' . / ' 9 � a1 BASEPIAiE IA10Ui ti IIE �� I� Itif a-e.�ry ia .n�o.a �er e �n� �RPVry pplE �e I6 o.x a ENGINEERING'TECHNOLOGIES GROUP. INC. [nc:^.e.wo lemnaiemei 6.eN�n4 n 3 „a<, < ..e�. .,e o n�¢x�n onrc i� SAND CONVEYOR EX1EN510N - SUPPORT FRAME � .°�a���^�y�`oT`°��q� ° oa�cw. �sme onrc 3D-VIEW - DOUBLE BENT ASSEMBLY & BASEPLATE LAYOUT AGGREGATE IN�USTREIS NER, INC. SWAMPSCOTi, MA II „�e a^I7❑ NI7T SCALE I1WG. °" SCa�Es UWG. No. REv. � T USE ➢IMENSIONS ❑NLY, sv[en a 1�2" = 1'-0" 3104-145-2-A3 0 vcmno.s 3 OF 4 � �_� 6 ��<" �_ . J 5�16' 9 1�16� � � 6 3/B' �'-0" o ]/16' �� 4 1}/16' � , � -� • �— - n .� � U_i C-,' io • � � � n N IS/lfi m iIOLE � Id/16'm HOLE _ - �O . 1}/I6'm HOLE �O • i-0L6 - � 2-PLCS � n 2-0LCS i i m � 1]/16'0 HOIE i - m n _ �-'_ - _ - 2-PLLS - � o I _ 1�/I6 B HO�E '-b- a Id/16� 2-PLCS Id/16'm MOLE �f � � 2-PLCS ' � 1 ]/i6' �' � > 5/Ifi 3/B" 1 � a, '1 s a/a' � �-° . 9 t/i6' GUSSEf PIATE I USSE! P i SEf P T G U E 2 GUS U E 6 GUSSEf PIATE } COSSEf PL4iE ♦ GUSSEf PIFiE 5 GOSSEf PUiE I P/N 3�04-145-]-CI-I p�N J104-145-2-CI-2 p�N J104-145-2-C1-3 P�N 3101-195-2-CI-4 P�N �104-145-2-C1-5 P/N 3101:NS-P-C1-fi P�N E1C�-1}5-2-C1-) MAlERIK - !/8� IHICK 4EEL PU�E MRIERPL - 3/B� iHICK SLEEL PlqiE MAiERIqL - ]/9' iHICK SiEEL PIAiE MAIERINL - ,f/8� 1HICK 4EEL PlqtE MpiEFUL - d/B iHICK 4EEL PlqiE �TERIAL - d/B iHICK STEEL PIA�E MAiERIAL - d/B�iHICK 4EEL PIAiE APPROX. WEICHi IiEM - D 185. APPRO%. WEIGHi REM - 26.8 LBS. qPPRO%. WEIGHi REM - 26.9 LBS. qPPRO%. WEIGHT REM - 26.8 LBS. qPPROK WEIGHT IiEM - 2fi.9 LBS. APPRO%. WEIGH! REM - Y6.0 L05. ApPROX. WEIGNi IiEM - 26.0 L85. OUPNPtt - EIGMT (8J AS SHaWN ppANTltt - FOUR (l) AS SHOWN ppµiliT - PoUF (�) AS SNOWN OUFMILT - FOUR (4) q$ SHO'.VN OUPNTItt - FOIIR (4) AS SHOWN OUPNTIiY - FOUF (6) AS SHOWN pUAN➢tt - FOIIR (6)AS SHOWN SGLE I' = 1�-0� SCPLE 1� = 1-0� SCA�E I� = 1-0� SG4LE 1' = I�-0� SGLE I� = I-0 SGLE I' = I -0� SLN.E 1� = I'-p' I 5/9' 1 5/B' � �q._p, 10'-6 I/2' Q�I L1/t6"m HOLE m�❑ � . .� I i�4 9-P�CS �� n� ��� i I I HOk12. BFACE 1 OIqG BflACE I j I_ �I " P/N ]101-165-2-C�-10 P/N }10�-145-2-CI-11 - '�' '- - �'I - MAiEftIAL - 4"N a' X 3/B' ANGLE MAiERNL - 5' % 5' % 5/16'u�GLE i _ APPRO%. WEIGHi IiEM - IOd.] LPS. APppOX. WEIGHT ITEN - I!] LBS. P_I A OUnNIItYSCALEi�EN (ib)OP$ $HOWN QUANIIry - fOUR (!) A$ $HOWN Y I SPnCER PLT. SG4LE 3/4' = t•_p• P/N 3104-�65-2-LI-9 MptERIAL - d/B� iNICK STEEL PIAiE Q.I_'�. APPRO%. WEIGHT IiEM - IOB LBS. 12�-6 J/B� OIIANTItt - FOURTEEN (16) l5 SHOWN � ' SCALE 1-1/2' = 1'-0" � I_� FUNGE PLi. I P/N }10�-HS-2-CI-8 � MAtERIAL - d/9' iXILN SiEEL PUiE nPPRO%. WEIGNt iiEM - 10.8 LBS. OUANlItt - iHi4iY 1W0 (]Y� AS SHOWN �IAG. pRACE d SCALE 1-1/]' = t-p' P/N 1104-I<5-2-CI-1] IAAiERVL - 5� Y 5� X 5/Ifi�PNGIE APP40X. WEIGIR REM - 1�02 LBS. OI1pNT11Y - fOl1R (4J P$ SHOWN ll'-4 J/16� SULf S/4' = 1�-0 12_Y ♦ i/z' �is/ie'm ��o�e �� a i/z. a i/z' � i/T . 1 I/Y � <-GLCS � I 1/2' 1 I/P' ����PLCS HOIE _ � /Z, � �-• � ,t OIAG. BRACE 2 pIAG. BHACE 9 P/N ]104-145-3-Ci-12 P�N JIO<-145-'1-CI-14 MRiERIAL - 5 % 5� % 5/I6�ANGLE MAIEFIAL - 5 % 5� % 5/16�ANGIE APPROX. WEIGni ITEM - H02 1B5. PPPqO%, wEIGMi REA1 - 13Z6 LBS. - ounrvrin - �oua (a) ns cHowry ounrvrm - ro�a (a) ns sHowr� SCALE �/6' = I'-0� $CALE ]/4" = 1'-0 11 2• �0-6" I1'-10 0 I/2� Q ���� 1 I/3" � 1:1/i6"m HO�E _ � � ���. —�a-p�CS � I• T � DinG. BRnCE 5 pipG. BRnCE 6 DUG. BFnCE J P/N .1104-165-2-CI-15 P�N }�pd-145-I-CI-16 p�N }106-HS-3-CI-II MATERIAL - Y % 5 % 5/16" ANGLE uqiERIAL - 5' % 5' % 5/16' ANG�E ,UPIERUL - 5 X 5' % 5 APPRON. WEIGHi IiEN - 1Pe,� LBS. /I6"ANGLE CUANtItt - FOOR (�j AS SHOwN AGPRO%. wE�Gnt RE4 - I V L95. � $CALE J/4� = I'-0 OUPN S�LE }�6R (,��ASpSHOWN �PPROX. WF.IGMi IiEM - 110..1 LBS. _ ounrvnry - vaua (�)ns seawH 3 scn�E �/r = r-o" ! i � � � � � oanvH on�c �e i �('oa'`��� "�a',�°` _ om oe ENGINEERING TECHNOLOGIES GROUP, INC. .o n i • y E'4�1 CXCCKEO OTIE' � e cr+mw. ismc onre SAND CONVEYOOMPONENT �ETAI�SPPORT FRAME � ca �0,ON07�SCALE bDWG„^ AGGREGAiE INDUSTREIS NER, INC. SWAMPSCOTT, MA 5 "---- v"'E— USE �IMENSIONS ONLY. sr¢cnM w SCaLEs Ovfl N0. REv. <crosio.s 4 OF 4 I/2" = 1'-0" 3104-t45-2-C1 p