The URL can be used to link to this page

86 JACKSON ST - BUILDING INSPECTION (2) . . ,. ,` 'f� l - I � ► -� � 3 � 3� #� " The Commonwealth of Massachusetts ,�{I Department of Public Safety �� tl� �� MassachusectsSta[eBuildingCode(7SOCMR) . Building Permit Application for any Building other than a One-or Two-Fa ily e 'ng I � � � � � � - � (This Section F�ir Official Use Only) ,� � � Buil�ling Pcrmit Numbec . � � .Date Applied: Building Offici�l: , .� �� - SECTION 1:LOCATION(Please�indic5te 61ock#and Lot#�for locations for which a�street add}ess is n � ailable). � P� lj acl�-So 2�7ehv�GB � No.and S[rcet City/Town Zip Code Nvne of Building(if applicablc) � � SECTION 2:P20POSED WORK� . � - � � � EaliNon of MA Statc Code used_ If New Construction check here or check all that apply in the two rows below Existing Building❑ Repair❑ Altention ❑ Addition❑ Demoli[ion � (Please fill uut and submit Appendis 1.) Change of Use ❑ Change of Occupancy .0 Other ❑ Specify:_ Are buildiiig pl�ns and/ur construction decumcnts being supplied as part of this permi[application? Yes No ❑ Is an[ndependen[Structural Engincering Pecr Review required? J`� (� / Ye ❑ No � Drief Desuiption of Proposed Work: ?2 `� �� s� �Jj�L�,�/.2�'f"i 7-dY`� Seb UI ce �jr �Fa.� � t SECTION 3:COMPLETE THIS SECTION�ff.EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR:�� - " � . CHANGEiN USE OR OCCUPANCY -� �� Check here if an Existing Building Investigation and Evaluation is endosed(See 780 CMR 3�k) ❑ Esisting Use Group(s): Proposed Use Group(s):_; � ^ i �2 � � SECTION 4:BUILDING HEIGHT�AND-AREA� �� Existing Proposed No.of Floors/Stories(indude basement levcls)&Area Per Floor(sq.ft) Total Area(sq.ft.)and Tot�l Height(ft.) 3 � ZZ� � � � - � �� SECTION 5l�USE GROUP(Check as applicable) . � � � � . � � A: Assembly A-1❑ AQ❑ Nigh[club ❑ A-3 ❑ A-0❑ A-S❑ B: Business O E: Educa6onal ❑ � F: Facto F-1 F2❑ H: Hi h Hazard H-1 ❑ H-2❑ H-3 ❑ H-�❑ H-5❑ L• InstituHonal I-1❑ I-2❑ [-3❑ [-0❑ M: MercanHle❑ R: Residential R-1❑ R-2❑ R-3❑ R-0❑ S: Storage Sl ❑ S2❑ U: Utility❑ Special Use O and please describe below: . Special Use: � �'- � ' � SECTION 6:CONSTRUCTION TYPE(Check as applicable) - � � IA ❑ IB ❑ � IIA ❑ ❑B IIIA ❑ QI6 ❑ IV ❑ VA ❑ V6 ❑ � � SECTION 7:SITE INFORMATION(refer to 780�CbiR111.0 for details on each item) � � � Water Supplj: Flood Zone[nformaHon: Sewage Disposal: Trench Permit: Debris Itemoval: Public fiY Check if ou[side Flood Zone liidicate municipal A trench will not be Licensed Dispus�l Site required �or trench ar specify: Private❑ or indentify Zone: or on si[e system❑ �trmit is endosed❑ � 2ailroad right-of-way: Hazards to Air Navigation: �iA l-1„ic n Cuinmi siqn_R�ic�� 1 r� �,�,s: Not Applicable❑ Is Structure wi[hin airport approadi area? Is their review completed? or Consent to Build enclosed ❑ Yes 0� or No❑ Ycs❑ No ❑ - � . - - SECTION 8:CON"CENT OF CGRTIFICATEAF OCCUPANCY � � � � . � Edition of Codc: Use Group(s):� � Typc of Construction:� Oaupant Load per Floor. 3 3 I Docs thc building contain an Sprinklcr System?:�_Special Stipulations: � � - �SECTION9: PROPERTYOWNER�AUTFIORIZATION ��. � � � Name and Add ess of Property Ownec Z��_��-��Q� ��-�I<s�kS� �a.�eu,�,. �l�- D/ - Name(Prin[) No.and Street C� Zip Prope�ty Owner Contact Infonna[ion: b��e�, ��. - - ��_t��-�:I - Le4.. Title � Telephone No. (business) Tclephone No. (cell) e-mail address If�p licable,th� pro erty ner hereby authorizes ��` � 7 7��-S�_ =� �'___7�►`�t�o , Name Strcet i�ss City/Town St�te Zip to act on the ro er owner s behalf,in all matters relative to work authorized b this buildin ermi[a lication. - ' � �� SECTION.10:CONSTRUCTION CONTROL(Please fill out Appendix 2) . �: � � � � ff builJm is less than 35,000 ca Et.of enclused s acc und/or not unAer Constniction Control then check here O anA ski Section 10.1 -10.1 Re istered Professional Res �onsible for Constructiom.Control � � - � � � - . . � ` f ��T' � 9J�J��r,�c,�L F�'rh t.� a� Name(2e istrant) T� hqne No. e-mail a dress Re istr�tio,n Np mber �7�uw,v� S'� ler,v��1- �� a�e g,�3!—/¢ Street Address City/Town State ip Discipline Expiration Date - 10.2 Ceneral Contractor �� - � � � � � .S b�1l�Cu�ar L��-f F�s�:uc Comp. Name Name of Person Responsible for Construction License No. and Type if Applicable �� (�F�� /� Strcet Address City/To � , � State Zip ��_�� —_-- �ae,�c�U�owfi� �t,wG�,ve��`2�.,_�f Te c hone No. business Tele hone No. cell —�mail ad�ress � � � SEC'I'ION 11:61'ORKFRS C:i»tPF.NSATIOh WSU7:.WC(::1PEil?AVL'I' M.G.L:c:152. 2SC 6 � � � A Workers'Compensation Insurance Affidavit from the MA Deparhnent of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will resul[in the denial of the issuance of the building permit. Is a si ned Affidavit submitted with this a licntion? Yes❑ Na ❑ � � � � � � SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE�� [[em Estimated Cos[s:(Labor and Matecials) To[al Constmction Cost(f�om I[ein 6)_��p� !)� . 1. Building � d D Building Permit Fee=Tutal Construction Cost x�(Insert here , 2. Electrical � appropri�te municipal factor)_$_�__.�(-�.�� 3. Plumbing $ 4.Ytech.�niril (HVAC) $ Nute:Minimum fee=$��_(contact municipality) ' S.blechanical Other "� Enclose check payable tu � �f � 6.i'otil Cost 5 (contact municipality)and write che c number here � � . �� SEC7'ION 13:SIGNATU2E OF BUILDING PERMIT APPLICANT � By entering my name bclow,I hcreby�ttest under the pa'vis and penal[ies of perjury that all of the information contained in this applica[ion is ru nd c rate to best y io� � ge and understanding. f �K ; �-�d � ll-l4-13 ' Plcase prinyt a^nd sign name G/�J Title clephone No. Date � � f 1�1.�hd Y �IIBY�� 4./ � � � �� Street Address City/Town State Zip �� blunicipal.Inspector ro fill out this section upon application approval: - � � � � � � . . � . � .. - . .. � � Name . . . . . . . Date � I !� CITY �F S.1I.E�1, �r'��SS��C�iL''SETTS � '� Bturx�GDeg�a��:�T " �-�4 � : N o 1?0 CUASHL'�IGTON 5'IREET, 3�FLOOR .\�.a�` "tEL (978)745-9595 F.�.�c(978) 7�b0-98-bb {��FR2 FY DRISC011. �µOR9�s ST.PSE.QR& �`�YO� DIR£CI'OR 4F PL'BllC PROPERTY/BI:IIDL�G CO�L�tISSIQVER � � ....... .. .. ..____.__._. 6Vorkcrs' Co�npensation insurance �i�davit: IImildce�slContraetors/Electricians/Plum6ers a � ilicant Informdfiom Plcase Prin4 i.e ibl • iw �I8Il1C (13usin.:ssOrganizatium9ndividual): � w' Acl�re55:�.2�/1�.Vin2/r ��lle'�� City/Statc/Zip: �.�I�o/ �/f� �21�I7� Phone l�:�7� `7`Y�' �c l � � . Are y u un cmployer?Check the appropriate hoz: 'I'ype of projeet(required): �. 1 am a cmptoyer with 4. � �am a gencral contractor and 1 6 ,,�NeW ronstruction . employees(full and/or part-eirte)° have hircd the sub-contraciocs . . 2.Q I am a solc propriewr or��utncr- lisiedoncheattached,hect.� 7. ❑ Remodeling . I ship and have no cmployccs These sub-contractors have 8. ❑ Demolition wurking for mc in any capaciry. �vm�l<ers' comp.insumncc. 9_ � 6uilding addition No worken com insurance 5. 0 We are a eorporation mid iu ( P� IO.� Electrical rzpairs or addicions rcquired.] officers have zxercised their ri ht of exem tiun r MGL !I.Q Piumbing cepuirs or udditions }.Q 1 am a homcowncr doing al�work 6 P Pt0 myse(E [\o workers' cump. c• t52,§I(�j,anJ we have no �Z,Q Roof repuirs � inwrance ttyuiced.)1 empluyees. �No�vorlters' [3.0 Other comp. msur�nce myuircd.J •Any�ppliv:u�t tlwf chcck6 ho!c�1 mwt aisu�II�w�h.•xniva M:low shawing tM1cir workc�compensaiipn policy iNiirtnation. �I IomcnwM�ra who mbmif Ihis atf davi�indica�ing�hcy arc doing all work and thcn hirc uuisidc conira<tms mt�s�xuhmil a new afY:davil indi��ing such �G,mr.acwn thut ch�.rk ihi�bux mu,t aaaehed an addi�iuwl nhmi shnwing ih+:n:une of tfic aub.:antraetors and iheir workere'comp.puliey infornw�ion. . f am an emptoyer that is providing workers'comprusadan iuxurunce jor my earpluyees. Beluw Is rfie pollcy mtd Job site injonnu�inn. J T In.urance Cnrtipany Vame: - �SOGI�'�_�� /1010`/✓�S J,-�fo r/U?..c._.L'C� i�olicy iF ot Self-i�,�. Lic. t/:��/ �0 D�i�0l7l1/O��B��_ Expiration Date: b�d(� ZU JubSiieA�lelress:�/�� ( ��!/4�5�^�''V�� City/State/Zip: � "� �t�7a Attach a copy u(Ihe�rotleers'compensatEon pullcy dectaradan page(sharving the pollcy numboe and expiratfon date}. Failure�o seeure cover�ge as required under Section 25A uf�4GL c. 152 can lead ro the imposieion of criminal penalties of a fine up to S1,500:00 uml/or one-ytar imprisonmen4�s well as civil prnulties in thn form uCn STOP WURK 6RDER and a�ine of up eo S'_50.00 a Jay ogainst�hz viotamr. t3e adviscd that a capy u(this statement may be forwardcd ro �he Ol'liee oP Investigwioiu ul'tlie DIA fur insuranca a�verage veritication. , /�lo lrerrby cer ' « de ir in nJ penulries ojperjury t/eat rhr injormutiar pruvrdaJ�bove rs true auJ corrrct � r /�y �r� .S'��n�ii �ro� D•itu� .�(�/ `7/�V Phune 1' � /� �� OfJiciu(use on�y. Do nnt wrire in r/iis urru,ro be complelyd by dty or mwn nJJiciuL Ciryor'fuwn: . Ycrmit/I.Iccnse#-------�.....____._.--_..__._—�� , Issuing Au�hori�y(cirdc unc): t, l3oard uf 1{ealih 2. f3uild(ng Ilepurtment .1.Cilylfnrvn Clerk 3. Electrical inspectur �. Ptuntbing fnspectoa � : G.Odur._... — ---_...__.._...... CuntactPcrson: .._........ .......---....._ Phone#: _ ' _ . . . . .. _ .. . . . . . _ ,;"�'�� CITX OF S�-1L.E�,t, i�L�SSACHU5ETTS , � � n f3L:ILD4\G DEP.�RTJIE�iT j ;+.'.�f. � � 1301'V.jSHCYGTON S1T2EET, 31O F�00(t �� "` � "I� (978) 745-9595 F.�.�c(97�) 74U-9844 KI�tBERLEY D[tISCOLL ib�.�YO;t THOSLLS ST.Pt^r.R1t8 . DI.RECI'OEl OF PI;BLIC PROPERTY�BC IIIJLI�'G COSL�(ISS[ONEF �,'onstruction I)ebris �isposal �ffidavit (required for all dcmolition and renovation work) In accordance with the sixth edition of the 5tate Building Coda, 730 CMR section 1 l 1.5 Debris, and the provisions of h1GL c 40, S 54; Building Permit # is issued with the condition that the debris resulting From this work shall be disposcd of in a properly licensed waste disposal facility as defincd by N1GL c 111, S ISOA. 'fhe debris will be transportcd by: � /� /� ` y ' Gd�� (/�V'�� (name oFhauler) 'Che ilebris will be disposed of in : ----__ (name of Facility) �Tn��G.��o SLU G/ 4`�Y �GZ.�'ebu/ j .� (uddress ot'fucility) i 'Y� / � ! � signutureofpermit uant � -lj�� - 2i0 � �i�« i�i��s:�i�,i.x � Initial Construc�ion Control Document � , � To be submitted with the building permit application by a A ; Registered Design Professional for work per the 8`h edition of the '`�< Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Service Garage @ 86 Jackson Street Date: i 1-18-13 Property Address: 86 Jackson Street Salem,MA 01970 Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Proposed l story, with partial mezzanine level, 5 bay service garage. CMU wall construction with metal bar joist roof. I, Michael Perham, MA Registration Number. 41143 Expiration date: 6/30/2014 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural x Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for wnformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the b ' S inal Construction Control DocumenY. �� G Enter in the space to the right a"weY' or ? M NAPA � � UCRIRA� o' electronic signature and seaL � 411� '0�9Fo1stEP o� Yi '`�sroNr�.�� I�a' Phone number: 978-646-0097 EmaiL mperham c rie.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'projec[design plans,computations and specifications that you prepared or directty supervised.If b[her' is choseq provide a description. Version 06 11 2013 I � Initial Construction Control Document � To be submitted with the building permit application by a a Registered Design Professional for work per the 8�h edition of the ..°"t Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title:New Service Garage Date: November 18, 2013 Property Address: 86 Jackson Street salem,MA 01970 Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New Automobile and Truck Service Garage I, Richard Griffin,MA Registration Number: 7814 Expiration date: August 31, 2014 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications conceming: Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other. for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. 1 understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control DocumenY. P,M,,.�.*� ' . Enter in the space to the right a"weY'or � (y��DaRCyij, electronic signature and seaL• r ,R'��W G9�,`��, � o- r b. 781q � N SUEdl. y�� !SA Phone number: 978-740-9979 Email: richard@rgriffinarchitects.com a � A „�f-- � Building Official Use Only . Building Official Name: Permit No.: Date: � Note I. Indicate wi[h an `x' pioject design plans,computations and specifications that you prepared or directly supervised. If bther' is chosen, � ! provide a description. Trial Version 10 09 2012 �. . . CITY OF SALEM, MASSACHUSETTS 86 JACKSON STREET LAND DEVELOPMENT NOVEMBER 2013 � - - s ;� � _ ,�s�' F> � � _ � � r � ' � � ,; . , � ��. ' g� � � � �;S p � ,� �P # P c Y , - , d��. "�:t��:.:r. . S - �. � �i,�' .. N 1 � iF _ ...� �..:�r.si _X � ' �y � a°� r � � '�. �N.'� �{^`y� •��}�'� Ii � F Y� DRAWdNG IMDEX: � 1 * x, II � x�� n yq � i ' `' ' � G-1:COVER � �� ( " ! � � {�t C-1:ZONING AND PARIQNG LAVOUf �t� �, pF �'4 q . � � y Y '� G2:GRADING AND UTILIfIES LpYOUT A ,�., 5+•. � ��, D-1:DETAILS '.•*�r �h � �J �.._� � •n . � 'qa�( ' R , �]J r63 • �.�� "•' �� ,�E 2,h��'��4 PROJECT LOCAnON ``'�'� W=` �;'`LL� , - '' . _ ��:��►. r �, �. .ti y � . + �s �" ��' �'.',vY/' �f�f ` e ?_:'..f'. LOCUS MAP (NO SCALE) NEW ENGLAND CIVIL ENGINEERING C �,'�N OF MA 120WashingWnStreet y1� � y Suite#202E 2 Salem,MA 01970 � � m �,-J (97s)7a1a401 p CML��IIsI y . � � (978)741-7402(fax) No.41066 �'O srs��°��a�� SS/�NAIENG . � NOTES: 1. BASE SURVEY COMPLETED BY NORTH SHORE SURVEY CORPORATION, 14 BROWN STREET,SALEM MA DATED SEPTEMBER 17,2012 2. TOTAL LOT AREA=15,880 S.F.(MIN. B4 ZONING LOT AREA=12,000 S.F.) 3. PROPOSED BUILDING AREA=3,232 S.F OR 20�o OF TOTAL LOT AREA(MAX B4 ZONING BUILDING COVERAGE=(80%) 4. DIMENSIONAL REQUIREMENTS REAR SETBACK=25 FEET O 5. PROPOSED DIMENSIONS FRONT SETBACK=30 FEET �� REAR SETBACK= 10 FEET SETBACK FROM ALL PROPERTY LINES=10 FEET y j��0'�,�/EV ��Ur 2K"� E � / SSR�� o_ V �,� ; � � ; �,.. � ��0'�t1/v P� /\ / �e. oN ,„.= o�s 0e,_� , \\� % "` �• JP�KS � � ' � PROPOSEO EDGE N? �� OF PFVEMENT ' \ w �q„N *Sf. ,5� � : � ...N . � / I• PQEp9 Vp s i a>' �.PRpPg*b SF. g3y32y0.`'� ? 24'-0' p{�OP0.SE0 9'Xl9' F F� b ,Zp�.O' : R = 225'-BYi � PARKING\L�YP.) / � 14•_9• � L = 98'- ' � b � I iiiiiiiiiiiii 63'-e' j� 0 IS'-1�'! � `"°�'o" ii i /'� /\ a d � � �/ � I x �( �/ ��\! / \ / ' 'vWi o �a ruc uu�n rrnmnr�e u rc�d ISG 9L Y�fL R I7J RQ]i0.H I C zOU�_�� 109'-0' �nT� � � PAVED SURFACE � .«..o�.« ��naea SCALE: 1 " = 30' Feet 0 15 30 60 arn ,�.n y,M ZIAD NABBOUT ��= New England Civil prop� • �w�oe,ao�nart 86 JACKSON STitEEf,SALEM MASSACHUSEffS .�,.a e, � Engineering Corp. C-1 ey w.v � ZONING AND PARIQNG .a ey w�+a x> � �. , y� SALEM,Mq55q�HUSE7'f5 D vma REM9p15 � � � b .;' �_...__,..... �-.,' -,..�......� _.,.... CONNECT TO EXISTING SEWER "'--��-...__ SERVICE AT MAIN _ LPP E%ISTING WATERI MAIN WITH NEW 6' PVC LATERAL ��„ � � J ,�`�� —_ ' � _�i J COORDINATE WITH SALEM DPW TO � i INSTALL NEW CATCH�HASIN, RAISE HYDRANT CHY �THERS) PRIOR / CONNECT T�;EXISTING ➢MH TD SIDEWALK RESTORATIDN _� � u �-��`� ��'S6� / j � � CONNELT TD EXISTING WATER % � �\ ! � ��° � �x'w.itg�"/�. MAIN WITH NEW 1' COPPER / �' � �� . . � SERVICE j � / 1 ,� j �� \ i� �� , , , � 1� ; �,> t �a , � � CAP EXISTING SEWER � \ ?; ��`;/ � /� ei z> J •. SERVICE AT MAIN �� f �� /� V � I �� ` �/n� / \ � , j � �� v L�CATE E%ISTING CPTCH � � HASIN LEADER � � '( `� � ,p?A \ , � � : ` r - �,� � /�5 REE � / = , i .� , � . — , � � � �� : � �( ��h .� RW . � " ^�yc . : �� ' � PRP _ / -' SEP /� - ' i jER _ ,u�x v.niwn" . �.� / � S t� yy/ �° �a ,- ,nra � �i `�;��- QSLIW zo. ,�i? �'�r e � '�. ;� ' jPGK� " , . I�: /��/ 1 �� ' � - R POSED ➢G ��' �� J ' j � � `�tp OF�PAVEM NT E � // n/ / ' �,. ( � w ' C � d I �Sf � � ` . i � i i �� ,,�r \ 5.� � ; �� - -� p i _ , � �efP" , $n� �v� / 1 �µE�G��6 i — M i , / I 1 "". i��pQ°Pe'*�55 32 z28' \ I I`F+ �� F�" ' p = zzs•-eY: : _ I� ...,.� � `� W" , L = 98'- ' �� i Jr �I r� `yp.zz 's � � i iiiiiiiiiii. sa,_s, �� II j I�i � � �— za `• s, �' �s•-1: �. � �, a �_ ..won 1, sl l `=. � `�• �ge �.. -. a> --� ,_ - � : ornva�ar�..�� , , � �' � ; _. � . : ; '. � . - . �., N .'.t � � � �..._ _` � . �. `. . � � �" .�� q1lM�YM[` � IK\ \ N� ��.. WRl`A I min rnmcr rc � ' % a�ae'ccm 0.s'ID � � � �. : . �� . � � ` I ' �, �r, \ .\ �' � ` -�.....,... 4p : �� Sti � ��a� i "�. � ' � . •, -� �.�. ,.� , . . ; _ ,. � � � � �. . �z � � �� iman mmnr.�c I � �. me x wo ra«u . ewian�rs � s. SCALE: 1 " = 30' Y Feet 0 15 30 60 � ,�-3v Sn�.t ZIAD NABBOUT �p�up�� ,o�o„�„ New England Civil 86 JACKSON STREEf,SALEM MASSACHUSEfTS .a�e> �a Engineering Corp. C'2 er wx t om�.can. n /ema � . • GRADING AND UTILITIES ^r '� � ��s �O�° . r� SALEM.MASSpCNU5E775 e wnw .L�$T�. ��'.n :�, a e..�� '° ^� _ �mT�a��m�m �+- ,��ar=� ^ �.�< �-c�- �a_ �. �'� � � C.9�� .D.T�G pRS —iSi•��— �p�c2•�emee-0H e��c oeru� �'iS'CSb7i" A9'i1.� + rn.�cu�cru� �� .o.e.. '��..��7... •L'a�` �•�e a.e.. �o.T �� s iS'�T— Q+9A '_ T�_' re � �� 6TL �� OIL-W<lEn SmA qTpR - T9E 1 � TtFut`H OEfA_FOR L:Lm ppEG if� �e� vos� SEWW CLiW-OIR IN PRVm Y2FA5 vnd� �m �Pm � _�4a� • � vem 9'6 S6 •��:,�� i�pg� �4ffi4. � 'L..�'.� � � •mema�vasv`, �^ •mevmtm�ana�am,_. a's. � ��R�.� �u�%.nux mcxcx v�vcr�on orw� coveru semnc[couu[cnou orru� a„o,. �� vr e 1. �� ' �o ; � �e�� CEWFI! OR MUN c IM. ONNELTON �� R��'m � ro rnsn . ci oEru � � .� oom _ � p 9"6 «�.�... .d,..�.,..m.�.,,. '��,.� —�.° ....a. .m.,TM... .am � �.s. _ �`� _ I �n .�no. 4. PERNANFM PAVEYEIR 11FfN oses � � - �� oR oR hs we - ��9��r�'1lFLY RECO ECII NR [YfuR—_ 'M1111 OINER L L v p��r��e�e�ee ovv� .....r.. � �t wu� �8a� nIIIIFC MVILTR�TOR ...+.....n,....ae �e�s � eso� ��aam��osa ��a e �� s ��se��ae• dM\ X TS �1 ZIAD NABBOUT ,��s,m�3 1�T¢W England Civil p�pn a uvoo�vavnan 1 86 JACKSON STREET,SALEM MASSACHUSETfS e wi+a Engineering Corp. D�+ ey wx • • DETAILS er � M^ �b°an �0�0 . y� SALEM.MAS$pCXU5E77$ e w„a xExsas CITY OF SALEM ROUTING SLIP New Construction i"'o��a��' `-a m �""}' �'`� Certiticate of Occupanc� � � m LOCATION �6 '� �I� DATE �/ ' ( �`, G�m �, •�Z � ASSESSORS DATE �� r /� � 93 �Vashington t. DATE as mg on . . L( U(I4ld 1'1� G,� �` I� �SGOAALtJ�!►`� PUBLIC SERVICES��DATE � 1 ... r,� �i � � S V,�g��Q l 1 � 120 Washmgton St. I�6A�aQ�'�^� P�� V�. 'l,`�"` �i^51 tictri r g �e'r, `WATER DATE Gfi �� 4�A�� " 1 . ��.�, C ON DATE erson ve P�A?G1C7P7� DATE ,,, .�,__._• l iv-..asrri� . � . DATE 1'�n u�St. q�, ELECTRICAL 'DATE //�/ r'y�/.3 � 15 48 Laf'ayett t. .-..,.,rnc ^��-".'-��'ION - ____...__�--- DATE 2�er-i--�rorrtue I � F�H DA,TE i 9n u/..�6:....r.,n Cf - I3UILDING INSPECTOIf' DATE 2"'� 120 1Yashington St. �� GENERAL NOTES ' CONCRETE & REINFORCING STEEL JOIST PROGRAM OF STRUCTURAL TESTS AND INSPECTIONS No. DATE R�visioNs ALL WORK SHALL CONFORM TO THE 8TH EDITION OF THE COMMONWEALIH Of MASSACHUSETTS STATE ALL CONCRETE WORK SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ALL STEEL JOISTS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST SJI AND AISC SPECIFICA110NS FOR fOR COMPILIANCE Wi1H CHAPTER 17 OF THE STH EDITION OF THE MASSACHUSETTS TA BUILDIN6 CODE THE SPAN, SIZE, LOADS AND SERIES INDICATED ON THE DRAWINGS. S TE BUILDING CODE (ACI 318-05)" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). - THE OWNER WILL EMPLOY A TESTING AGENCY (SELECTED BY THE ENGINEER/OWNER) TO PERFORM iHE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT TESTING AGENCY TO PERFORM STRUCTURAL ALL JOIST BRIDGING SHALL BE SIZED AND LOCAiED IN ACCORDANCE WITH THE LATEST SJI SPECIFICATIONS. STRUCTURAL TESTS AND INSPECTIONS �S INDICATED ON THIS SHEET. TEST REPORTS SHALL BE ADDRESSED INSPECTIONS AS INDICATED ON iHE DRAWINGS AND AS REQUIRED/INDICATED BY THE PROGRAM OF ALL CONCRETE IN FOUNDAiION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGiH OF TO THE OWNER & SENT DIRECTLY TO THE OWNER & MCBRIE, LLC FROM THE TESTING AGENCY. 3000 PSI AT 28 DAYS. ALL CONCRETE IN SLABS-ON-GRADE AND ELEVATED SLABS SHALL HAVE A MINIMUM STRUCTURAL TESTS AND INSPECTIONS. SIHOP DRAWINGS SHAI!. BE PROVIDED BY JOIST MANUFACTURER AND APPROVED BY THE ENGINEER PRIOR TO COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ALl EXTERIOR CONCRETE/FOUNDATION WALLS SHALL OWNER: MR. ZIAD NABBOUT Pff20DUCTION. FIAVE BETWEEN 4 TO 6% AIR ENTRAINMENT AND 4" MAXIMUM SLUMP. NO CONCREiE SHALL BE CAST W , OWNER S ADDRESS: C/0 SALEM GETTY $4 JACKSON STREET SALEM, MA. 01970 THE CONTRACTOR SHALL EXAMINE ARCNITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ARCHITECT OF RECORD: RICHAR W . IN ERTS P NIN�S SLEEVES DEPRESSIONS AND OT WATER OR ON FROZEN GROUN0. STEEL JOISTS SHALL �� MANUFACTURED BY AN APPROVED SJI MEMBER. D . GRIFFIN ARCHITECTS 37 TURNER $T. SALEM, MA 01970 VERIFICATION, LOCATION AND DIMENSIONS OF CHASES, S , 0 E , , HER STRUCIURAL ENGINEER OF RECORD (SER): MICHAEL PERHAM, MCBRIE, LLC PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL/FOUNDATION DRAWINGS. DOWELS SHALL BE PROVIDED IN CONCRETE FOUNDATION WALLS AS INDICATED ON iHE DRAWINGS. THE o-~ � LS WITH THE PROPOSED CMU WALL VERTICAL EYJDS OF K-SERIES JC:STS SHALL BE FASTENED TO STEEL SUPPORTS WITH A MINIMUM OF TWO (2) Ye" FILLET THE FOLLOWING FIRMS; AGENCIES, AR INDIVIDUALS (HEREINAFTER REFERRED TO COLLECTIVELY AS AGENTS) ' CONTRACTOR SHALL COORDINATE THE LOCATION OF THE DOWE THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD AND WITH THE WELDS, 2" LONG OR W!TH TWO (2) Yz" DIAMETER BOLTS OR THE EQUIVALENT. ENDS OF JOIST GIRDERS OR LH WILL PERFORM THE TESTS AND INSPECTIONS UNDER THE DIRECTION OF THE SER: , REINFORCING WHERE APPLICABLE. ALL DOWELS ARE TO BE EPDXY GROUTED INTO EXISTING � � ABBREVIATION AGENT ARCHITECTURAL DRAWINGS AND SHALL NOTIFY THE OWNER/ARCHITECT/ENGINEER OF ANY DISCREPANCY S�ABS/FOUNDATIONS WITH HILTI HIT HY150 EPDXY OR APPROVED EQUAL. SERIES JOISTS SHALL BE FASTENED TO STEEL SUPPORTS WITH A MINIMUM OF TWO (2) Y FILLET WELDS, 3 BEFORE PROCEEDING WITH THE WORK. EXISTING CONDITIONS SiiOWN ARE NOT GUARANTEED. L(ONG OR WITH TWO (2) -�" DIAMETER BOLTS OR THE EQUIVALENT. SER STRUCTURAL ENGiNEER OF RECORD (LISTED ABOVE) FJUNDATION WALLS SHALL HAVE CONSTRUCTION JOINTS AS DETAILED. REINFORCEMENT SHALL BE OTS OWNER'S TESTING SERVICE GER GEOTECHNICAL ENGWEER OF RECORD z � THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING & SHORING UNTIL ALL STRUCTURAL WORK IS . CONTiNUOUS THROUGH ALL CONSTRUC110N JOINTS AS INDICATED ON THE DRAWINGS. ALL JOISTS SHALL RECEIVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER. 1'� N ; N/A ' NOT APPLICABLE FOR THIS PROJECT � M COMPLETE. ' . . . . . . . . . . . . . . . M EACKFILL AGAINST WALLS SHALL BE PLACED ALTERNATELY ON EACH SIDE IN 12" MAXIMUM UFTS. WALLS ALL JOISTS SHALL BE ADEQUATELY BRACED BEFORE LOADS ARE APPLIE0. THE ABBREVIATIONS WILL BE USED TO :IDENTIfY WHICH AGENT IS PERFORMING THE PARTICULAR TESTS OR (� � �. SHOP DRAWINGS, IN ADDITION TO THE SUBMITTALS REQUIRED BY iHE PROJECT SPECIFICATIONS, SHALL BE yy��{ UNBALANCED FILL AND WHERE TOP OF WALL IS SUPPORTED BY THE FLOOR FRAMIN� SHALL BE INSPECTIONS. � � SUBMITTED TO THE ENGINEER FOR REVIEW AND COMMENTS PRIOR TO FABRICATION FOR THE FOLLOWING: TtMPORARILY BRACED OR SHORED IF BACKFILLED BEFORE FRAMING IS COMPLETE. BRIDGING SHALL BE INSTALLED PER SJI SPECIFICATIONS/RECOMMENDATIONS AND SHALL BE ANCHORED TO „ „ � W G1 � � 1) CONCREiE MIX & CURING MEiHOD WALLS OR OTHER APPROVED ELEMENTS AT ENDS. IN ACCORDANCE WITH $PECIFICATIONS IN THE ITEM/SCOPE SHALL INCLUDE THE MASSACHUSETTS STATE � U O � BUILDING CODE, CHAPTER 17 AND THE SPECIFICATION FOR EACH MATERIAL AS INDICATED IN THE NOTES ON rT1 �j .� 2) STRUCTURAL STEEL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: THIS SHEET S1 UNDER EACH MATERIAL NEADING � 3) REINFORCING STEEL (A) ASTM 615, GRADE 60 FOR DEFORMED BARS (Fy = 60,000 P.S.I.) REFER TO ROOF FRAMING PLAN FOR NET DE51GN UPUFT REQUIREMENTS FOR ROOF JOISTS. � � ' w � � w ;'� 4) STRUCTURAL FILL & COMPACTION METHOD ' � �i � (B) WELDED WIRE FABRIC (WWF) REINFORCEMENL• ASTM A185 THE FOLLO�WING CATEGORIES OF STRUCTURAL TESTS AND INSPECTIONS ARE INCLUDED IN THE PROGRAM FOR � � � 5) EXPANSION BOLTS AND ADHESIVE ANCHORS �TEEL DECK STRUCiURAL TESTS AND INSPECTIONS FOR THIS PROJECT. ; � � 6) CMU CATALOG SHEETS SHONM CONFORMANCE WITH REQUIRED F�m N'-L"LDED WIRE FABRIC (WWF) SHALL BE LAPPED 6" OR ONE SPACE, WHICHEVER ISIARGER, AND SHALI BE AILL STEEL DECKING SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDQ APPUCABLE REQUIREMENTS. STEEL CONSTRUCTION � � �/SCOP'E A ENT � � o WIRED TOGETHER. INISTALLATION SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS IN ACCORDANCE WITH SDI W � 1. FABRICA�TOR CERTIFICAiION/QUALITY CONTROL PROCEDURES: N/A , PROVIDE SEALANT AT ALL CONTROL JOINTS. SIPECIFICATIONS. REVIEVN EACH FABRICATOR�S QUALITY CONTROL PROCEDURES °O CONCRETE MASONRY UNITS (CMU CONSTRUCTION 2. Fa,eRicaTOR wsPEcnoN(,�o5.a.2 & R,�oS.a.$): N�n � � `� PROVIDE THERMAL BREAK WHERE SLAB-ON-GRADE ABUTS WALLS. -. ` � S'TEEL DECK SHALL TYPICALLY BE STORED OFF THE GROUND AT THE JOBSITE AND BE PROTECTED FROM THE JNSPE�T IN-PLANT FABRICATION ' � M � � ALL MASONRY WORK SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES � , OR REVIEW FABRICATOR S APPROVED Wz E�EMENTS WITH A WAT�RPROOF COVERIN6 WFiERE REQUIRED. INDEP�NDENT INSPECTION AGENCY'S REPORTS. � ) STRUCTURAL DESIGN NOTES ;•4CI 530-05)" AND "SPECIFICATIONS FOR MASONRY STRUCIURES" (ACI 530.1-05). 3. MATERIAL CERTIFICATION: SER `" �," DIECK SH'"ETS SHALL BE PLACED IN i;�CORDANCE WITH APPROVED ERECiION LAYOUT DRAN7NGS INCLUDING REVIEWV FOR CONFORMANCE TO THE'SPECIFICATIONS. � A" DESIGN LOADS: � MASONRY/MATERIALS SHALL BE AS FOLLOWS: 4. BOLIING: OTS PROPOSED BUILDING F�ASTENING SCHEDULE) SUPPLIED 9Y iHE DECK MANUFACTURER, AND IN CONFORMANCE WITH THE ' ' A COMPRESSIVE STRENGTH OF MASONRY: F'M = 2000 PSI; TEST �AND INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH SPECIFICATIONS. GARAGE SLAB-ON-GRADE LIVE LOAD = 100 PSF � � MIANUFA�'tiRER�S STAN[)ARDS. UNL'cS$ NOTED OTHERWISE END LAPS SHALL OCCUR OVER SUPPORTS AND VERIFIY BOLT SIZE AND GRADE r. �' ' 2ND FLOOR MEZZANINE/OFFICE LIVE LOAD = 50 PSF + 15 PSF PARTITION LOADING (B% UNITS SHALL CONFORM TO ASTM C 90 AND SHALL BE SAMPLED AND iESiED IN ACCORDANCE SIHALL NO�i BE LESS T��,?tJ 2 INCHES. 5. WELDIN�: WITH ASTM C 140; OTS ° ` GROUND SNOW LOAD, Pg = 45 PSF (PER TABLE 1604,11) CHECIC WELDER QUALIFICATIONS. VISUALLY INSPECT FILLET WELDS AND TEST FULL- R MEZZANINE OFFICE DEAD LOAD FRAMING & CEILING MISC. = 60 PSF (C) MORTAR SHALL CONFORM TO ASTM C 270, TYPE S OR M, 2800 PSI (MIN.); NO PERMi„`JENT SUSPENDED LOADS ARE TO BE SUPPORTED BY STEEL ROOF DECK. THIS INCLUDES PIPING, PENET'RATION FIELD WELDS IN ACC�JRDANCE WITH SPECIFICATIONS. 2ND FL00 / � � � (D} GROUT SHALL CONFORM TO ASTM C 476. DUCTWORK, MECHANICAL UNITS, CEILINGS, ETC. ALL COMPONENTS ARE TO SUSPENDED FROM STRUCTURAL 6. SHEAR iCONNECTORS N�q BUILDING CATEGORY: II (PER ASCE 7 TABLE 1-1) FRAMING MEMBERS, USIIJG APPROVED ATTACHMENT DEVICES. INSPE�T FOR SIZE AND PLACEMENT. ?EST fOR PROPER WELD ATTACHMENT. WIND LOAD DESIGN DATA PRIOR TO GROUTING CELLS, BARS AND CEILS PJUST BE INSPECTED BY THE INSPECTION AGENCY RETAWED BY 7. STRUCTNRAL FRAMING, DETAILS AND ASSEMBLIES: SER �T.� BASIC WIND SPEED = 110 MPH (PER TABLE 1604.11) INSPECT FOR SIZE, GRADE OF STEEL, CAMBER, INSTALLATION AND CONNECTION � THE OWNER OR iHE SER. THE CONTRACTOR SHAI'_ PROVIDE A SECONDARY FRAMING SYSTEM (i.e. UNISTRUT OR APPROVED EQUAL) DETAILS. CHECK AGAINST APPROVED CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS. W IMPORTANCE FACTOR, I = 1.0 (ASCE 7 TABLE 6-1) ATTACHED TO STRUCTUF:AL FRAMING TO SUPPORT ALL PERMANENT SUSPENDED LOADS AT THE UNDERSIDE Of 8. OPEN WIEB STEEL JOISTS: OTS � SEISMIC DESIGN DATA: TI1E BASE OF EACH CELL IN WHICH REINFORCING IS PLACED MUST HAVE A CLEAN OUT HOLE UNLESS MAXIMUM AILL METAL ROOF DECKS. THE SECONDARY FRAMING SYSTEM SHALI SPAN BETWEEN STRUCTURAL STEEL INSPE�T fOR SIZE, PLACEMENT, BRIDGING, BEARING AND CONNECTION TO STRUCTURE.ALL N I SEISMIC IMPORTANCE FACTOR, I = 1.0 (ASCE 7 TABLE 11.5-1) 9. METAL DECKING: � M LIFT HEIGHT IS LESS THAN 4 FEET. J(OISTS AND SHALL NOT BE CONNECTED IN ANY WAY TO THE METAL DECK. VISUAILLY INSPECT ALL WELDS OF A MINIMUM OF 5% OF THE JOISTS, RANDOMLY SELECTED, OTS H M �I MAPPED SPECTRAL RESPONSE ACCELERATION - S1: 0,071g & SS: 0.31g (PER 7ABLE 1604.11) SITE CLASS = D (UNKNOWN) MASONRY BLOCK CELLS CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. fILLING CELLS WITH SIUBMIT SHOP DRAWINGS FOR REVIEW. VERIFY GAGE, WIDTH, AND TYPE 1NSPECT PLACEMENT, LAPS, WELDS, SIDELAP ATTACHMENT � � oe. ; SPECTRAL RESPONSE COEFFICIENTS - SDS: 0.31g & SD1: 0.11g (ASCE 7 SECTION 11.4.3) N�ORTAR IS UNACCEPTABLE. THE COMPRESSIVE STRENGTH OF THE GROUT AT THE END OF 28 DAYS SHALL BE AND SCREWS OR OTHER MECHANICAL FASTENERS. CHECK WELDER QUALIFICATIONS. � .. � � SEISMIC DESIGN CATEGORY = B 3,500 PSI MINIMUM. _ DESIGN BASE SHEAR = 136.4 KIPS (ASCE 7 SECTION 12.8.1) �AST-IN-PLAGE GONGRETE GONSTRUGiION � Q W � IIE�/SCOPE A NT �] C/1 SEISMIC RESPONSE COEFFICIENT, CS = 0.155 (ASCE 7 SECTION 12.8.1.1) MASONRY LINTELS SHALL BE CMU BOND BEAMS WITH 2-#5 BARS PLACED IN GROUT FILLED CELLS AT ALL 1. MIX DESIGN: SER ^ `� L.EGEND / AB�REVIATIONS � � � MASONRY OPENINGS & STAIRWAY LANDINGS U.N.O. ON FRAMING PLANS. REVIEW MIX DESIGNS. BASIC SEISMIC-FORCE-RESISTING SYSTEM: "LOADBEARING WALL SYSTEM" AIDD1 = ADDITIONAL 2. MATERIALS CERTIFICATION: ` SER � U V1 � LINTEL SCHEDULE AL7. = ALTERNATE REVIEWJ FOR CONFORMANCE TO SPECIFICATIONS. � � APPROX. = APPROXID�AT�LY • SECTION �/ 3. BATCHIMlG PLANT: N/A � ' � SEISMIC RESISTING SYSTEM: "REMFORCED MASONRY SHEAR WALLS" U;:LESS OTHERN7SE SPECIFIED ON THE CRAWINGS, PRO`fUE A�vD iNSTALL :.INTELS rOR MASOi4RY OPEt�{IN�S IN REVIEVN PLANT QUALITY CONTROL PROCEDURES AND BATCHING AND MIXING METHODS. � � A,RCH. = ARCHI7EC7 � RESPONSE MODIFICATION FACTOR, R = 2Jz ACCORDAidCE �VI1H THE FOLLOWING SCHEDULE EXCEPT LINTEIS SHALL BE �s� T��ICK AND HOT BiM. - BEAM # 4. REINFOF�CEMENT INSTALLATION: SER/OTS DEFLECTION AMPLIFICATION FACTOR, Cd_= 1� D��'PED GALVANIZED WHEN THEY OCCUR IN EXTERIOR WALLS. ' B1.O.F. = BOTTOM OF FCOTING INSPECT REINFORCING FOR SIZE, QUALITY, CONDITION AND PLACEMENT. � " T RAL ORCE METHOD" 5. FORMWdRK GEOMETRY: ANALY5IS PROCEDURE UTILIZED: EQUIVALENT LA E F MAXIMUM MASONRY OPENING WALI THICKNESS Bl.O.S. = BOTTOM OF S��EL INSPECT FORM SIZES. SER � BBRG. PL = BEARING PLa?E SHEET SECTION IS SHOWN ON 6. CONCRETE PLACEMENL• OTS ( OR SHEET SECTION IS CUT ON DEFLECTION CRITERIA: 4 INCH WALLS 6 INCH WALLS C)OL. = COLUMN OBSERVE CONCRElE PLACEMENT 01'ERATIONS. VERIFY CONFORMANCE TO SPECIFICATIONS C;ONN. = CONNECTION INCLUDING COLD-WEATHER AND HOT-WEATHER PLACEMENT PROCEDURES. PERFORM SLUMP„ ROOF SNOW LOAD DEFLECTION: L/360 3'-0" t L 4 x 3-1/2 x 5/16" 2 JL 3-1/2 x 2-1/2 x 5/16" CsONT. = CONTINUOUS (SINGLE MEMBER) DENSITY AND AIR CONTENT TESTS AT POINT OF DISCHARGE. ROOF TOTAL LOAD DEFLECTION: L/240 4'-0" 1 L 4 x 3-1/2 x 5/16" 2 JL 3-1/2 x 2-1/2 x 5/16" DDBL = DOUBLE 7. EVALUATION OF CONCREiE STRENGTH: OTS i ! 6'-0" 1 L 5 x 3-1 2 x 5 16" 2 JL 3-1 2 x 2-1 2 x 5 16" TEST �AND EVALUATE IN ACCORDAHCE WITH THE SPECIFICATIONS. DRWN BY: WH REW I � I I � D1L = DEAD LOA� 8. CURING AND PROTECTION: OTS � STRUCTURAL INSPECTIONS 8�-0" 1 L 5 x 3-1/2 x 5/16" 2 JL 3-1/2 x 2-1/2 x 5/16" DIO. = DITTO OBSERtVE PROCEDURE FOR CONFORMANCE TO THE SPECIfICATIONS. CHK D BY: MLP INSPECTION AND TESTING WIIL BE PERFORMED PER CHAPTER 17 OF THE MASSACHUSETTS STATE B�J!LDING E:.F. = EACH FAGE DATE: 1 � 18 13 ' CODE & IBC 2009. THE OWNER WILL EMPLOY A TESTING AGENCY (SELECTED BY THE ENGINEER/OWNER) TO 8 INCH WALLS 12 INCH WALLS E[L = ELEVATION . MASONRY ICONSiRUCTION PERFORM STRUCTURAL TESTS AND INSPECTIONS AS INDICATED ON iHIS SHEET. TEST REPORTS'SHALL BE 3'-0" 2 JL 4 x 3-1/2 x 5/16" 3 JLL 4 x 3-1/2 x 5/i6" EiM6. = EMBEDMENT Lff�l/SCOP'E A.FNT ADDRESSED TO THE OWNER & SENT DIRECTLY TO THE OWNER AND McBRIE, LLC FROM THE TESTING AGENCY. 4'-0" 2 JL 4 x 3-1/2 x 5/16" 3 JLL 4 x 3-1/2 x 5/16" E:.O.S. = EDGE Of SLAB 1. MATERIAIL CERTIFICATION: SER � � o _ REVIEWV FOR CONFORMANCE TO SPECIFICATIONS. . I p p v E:.W. - EACH WAY r 1 . 6'- " - 16" 3 JLL 6 x 3-1 2 x 5 16" . . 0 2JL6x312x5 � � I � 2. EVALUATION OF MASONRY STRENGTH. ' - OTS o 0 , ^ � E:XIST. = EXISTING v �' I I w THE CONIRACTOR SHALL COORDINATE WITH, NOTIFY, AND PROVIDE ACCESS AND A SAFE WORKING 8-0 2 JL 6 x 3-1/2 x 5/16" 3 JLL 6 x 3-1/2 x 5/16 VERIFY STRENGTH IN ACCORDANCE WITK THE SPECIFICATIONS. � � � � ENVIRONMENT FOR THE OWNER'S TESTING AGENCY BOTH IN iHE SHOP AND IN THE FIELD. _ E.XT. = EXTERIOR 3. PROPORTIONING, MIXING AND CONSISTENCY OF MORTAR AND GROUL• OTS � '�; � � m FfND. - FOI�NDATION INSPECT FIELD-MIXING PROCEDURES-FOR CONFORMANCE T0 THE SPECIFICATIONS. � C/�I � CO v � ' i,LL LINTELS SHALL BE A MINIMUM OF 8" LONGER THAN MASONRY OPENING & SET WITH LONG LEG VERTICAL. - I I � F-TG. = FO�TING 4. INSTALLATION OF MASONRY: ` OTS o� m ALL FILL INSTALLATION, CONCRETE REINFORCING, CONCRETE PLACEMENT AND STRUCTURAL STEEL �r r � � INSTALLATIONS SHALL BE INSPECTED/OBSERVED BY iHE SER OR AN INDEPENDENT TESTING AGENCY. ANY !" �A. = 6AUGE INSPE�T PLACEMENT FOR CONFORMANCE TO THE SPECIFICATIONS. � � � � .rTRUCTURAL STEEL GALV. = GALVANIZED 5. REINFOF2CEMENT INSTALLATION: OTS Q, � � WORK COMPLETED WITHOUT INSPECTIONS SHALL BE CONSIDERED AS UNACCEPTABLE AND SHALL BE REPLACED INSPE(CT REINFORCING STEEL FOR �ZE QUALITY, CONDITION AND PLACEMENT FOR • � x AT NO ADDITIONAL COST TO THE OWNER. STRUCTURAL SiEEL WORK SHALL CONFORM TO PART 5 OF THE MANUAL OF STEEL CONSTRUCiION (AISC ASD HOR. = HORIZONTAL ' � �- CONFORMANCE TO SER APPROVED SUBMITTALS AND CONTRACT DOCUMENTS. INSPECT �v� � � '989). ALL WELDING SHALL CONFORM TO AWS D1J AND BE PERFORMED BY APPROVED CERTIFIED WELDERS. K = KIP (1 KIP = t000 ;bs) WELDING OF REINFORCEMENT AND REVIEW WELDER'S CERTIFICATIONS � �' AT A MINIMUM, iHE FOLLOWING WILL BE INSPECTED: nLL WELDS SHALL USE E70XX ELECTRODES BOTH IN THE SHOP AND IN THE FIELD. LL = LIVE 'LOAD 6. GROUTIMIG OPERATIONS: OTS � � r7 L.LH = LONG LEG HORIZONTAL INSPEICT GROUTiNG PROCEDURE FOR CONFORMANCE WITH THE SPECIFICATIONS. � L EXCAVAiION OF BUILDING FOOTPRINT AND CONTROLLED FILL AREAS ` � � w rn 2. PROOF ROLLING OF SUBGRADES SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. LLV = LONG LEG VERT�CAL ' INSPEICT CELLS PRIOR TO GROUTING, y,.� � .- N�ANUF. = MANUFACTURErt 7. WEATHE:R PROTECTION: OTSJSER V � o 3. REBAR PLACEMENT � 4. CONCRETE PLACEMENT STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 (Fy=50ksi) FOR W-SHAPES, ASTM A36 FOR CHANNELS & MIAX. = MAXIMUM INSPEICT PROTECTION FOR COLD AND NOT WEATHER FOR CONFORMANCE WITH �y Z � THE SPECIFICATIONS. Q � 5. MASONRY CONSTRUCTION JTHER ROLLED SHAPES, ASTM A500, GRADE B (Fy = 46ksi) FOR HSS TUBES AND PIPE COLUMNS. BOLTED M11N. = MINIMUM � � po � M�IRR. = MIRROR IMAGE 8. ANCHORAGE: OTS 6. STRUCTURAL STEEL AND METAL DECKING �ONNECTIONS SHALL BE MADE USING A MINIMUM OF 3/4"0 ASTM A325 HIGH STRENGTH BOLTS. INSPEICT ANCHORAGE OF MASONRY TO OTHER CONSTRUCTION FOR CONFORMANCE T0 C/y r -� � Nl.T.S. = NOT TO SCALE THE CON7RACT DOCUMENTS. � �` > 7HRU PLATE TYPE CONNECTIONS ARE TO BE USED AT ALL BEAM TO HSS COLUMN CONNECTIONS U.N.O. R;EINF. = REINFORCING o v z GEOTECHNICAL�FOUNDATION DESIGN S�ER = STRUCTURAL ENGINEER OF RECORD CONTROLLED STRUCTURAL FlLL (pREPARED FlLLI H C° N o FOUNDATION/FOOTING DESIGN IS BASED UPON BEARING CAPACITY OF 1 TON/SF. BOTTOM EIEVATION Of ALl STRUCTURAL STEEL TO RFCEIVE ONE SHOP COAT OF STANDARD GRAY PRIMER U.N.O. TOUCH UP ALL S�IM. = SIMILAR ITEM/SCOP�E AGFNT S�.S. = STAINLESS STEEL 1. FILL MA�TERIAL: GER � FOOi1NG SHALL BE ADJUSTED UPON APPROVAL FROM STRUCTURAL ENGINEER OF RECORD, IF NECESSARY, TO t3ARE AREAS AFTER ERECTION. TEST 'MATERIAL FOR CONFORMANCE TO SPECIFICATIONS OR GEOTECHNICAL REPORT. BEAR ON ENGINEERED FILL OVER FIRM MATERIAL CAPABLE Of SUPPORTING A MINIMUM SOIL BEARING STD HDR = STANDARD k�ADER PERFORM LABORATORY COMPACTION TESTS IN ACCORDANCE WITH THE SPECIFlCATIONS CAPACITY OF 4,000 PSF. ALL ANCHOR BOLTS TO BE A.S.T.M. F1554, A36 STIFF. PL = STIFfENER PLATE TO DETERMINE OPi1MUM WATER COFJTENT AND MAXIMUM DRY DENSITY. FF'�'S °y ` S�TR. SHTHG� = STRUCTURAL SHEATHING ' y' 4 GN 2. INSTALLATION OF CONTROLLED STRUCTURAL FILL (780 CMR 1705.9.1 AND .2): GER � ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 1 FOOT UFT OF STRUCTURAL FILL OVER EXISTING BEDROCK If LEVEUNG/BEARING PLATES SHALL BE SET ON FULL BEDS OF NON-SHRINK, NONMETALLIC GROUT WITH A T'&B = TOP & BOTTOM PROVIDE FULL-TIME INSPECTION OF`THE INSTALLATION, IN ACCORDANCE WITH THE �NRAL N ENCOUNTERED. GEOTECHNICAL ENGINEER SHALL APPROVE ALL SUBGRADE SOILS PRIOR TO INSTALLA710N OF ;,{INIMUM COMPRESSIVE SIRENGTH OF 3,500 PSI AT 3 DAYS. T&G = TONGUE & GROOVE SPECIFICATIONS AND 780 CMR 1705.9:1 AND .2: � � �No,q1143 Q FOOIING FORMS. � ; T.O.C. = TOP OF CONCR -',: 3. DENSITX OF FILL (780 CMR 1705.9.3�: ' GER •o �'Fo�istE�`�`��`�` , T50.S. = 70P OF STEEL PERFORM FIELD DENSITY TESTS OF THE IN-PLACE FILL W ACCORDANCE WITH THE S°F� �aG �; EEL PAN STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD OVER THE EN71RE STAIRWAY RUN/LANDINGS srotitiL -1 THE CONTRACTOR SHALL HIRE iHE SERVICES OF A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF MA� pLUS DEAD WEIGHT OF STAIRWAY (DESIGNED BY STEEL SUPPLIER) AND STAMPED CALCULATIONS SHALL BE T.O.W. = TOP OF WALL SPECIIFICATIONS AND 780 CMR 1705.9.3. . ��'1`%�3 TO PROVIDE NRITTEN CONFIRMATiON ON AN EVALUATION OF THE SUBGRADES FOR SOIL STIfFNESS AND UJ.N.O. = UNLESS NOTEG UTN�y,�SE SUBMITTED TO McBRIE, LLC FOR REVIEW. ; DENSITY PRIOR TO PLACEMENT OF FOOTINGS. THE EVALUATION REPORT SHALL PROVIDE/INCLUDE THE WERT. = VERTICAL ' ALLOWABLE BEARING CAPACITY OF THE SUBGRADE BASED UPON AN IN-PLACE TEST SIMILAR TO A CONE V/.I.F. = VERIFY IN FIELD I GENE�AL NOTES PENETROMETER TEST OR DYNAMIC CONE TEST. W.W.A. = VERIFY WITH ARC�tilTECTURAL DRAWINGS I AND PROGRAM OF W.W.O. = VERIFY WITH OWNER I STRUCTURAL TESTS ,, , _- BSER�VATION/TESTING SERVICESCLISTED EN THEEPROGRAM OF STRUOCTURALiTES�TSSANDCNSPECTlON ON THIS WWf -WIWELDED WIRE FABRIC II 8C INSP C NS _ sHEET. PERMIT ISSUE ; 11 /18/13 � GONTRACTOR TO CONTACT McBRIE, LLC AT 978-646-0097 FO A ' FlNAL FRAMING JNSPECTION PRIOR TO INSULATION BEING INSTAL'LED - _ ___ ___..- _ _ _ __ -----_ ---- _ __ __._�.. - I- _ _ __ __ _ _ . . . � � . . � . � . . . . � � . 1 t 1 . . � . . . . . . . . . .. . . . . . . . . . . . . . . � . . .. � . � � . . . .. . . . . .... . � � � . . . � . . � . . 14'-0° 74'-0" , I N0. DATE REVISIONS 1'-4" 3'-4" 9'-4" 3'-4" 10'-0" 3'-4° 10'-0" 3'-4° 10'-0" 3'-4" 10'-0" 3'-4" 14'-0�> 3;_4,. V 12" CMU WITH NQ: 9 — — — — — — — — — — — — — - - - — — - - - - - — - - - - - - - - - - - GA. LADDERTYPE , .. .. .: . . . , .:.:. . .. : .... .. . . •. . . _ . , RIZ. .,,, , . � . . . ... .. . ....,. . . ... . ... . ....... .. . .. . ..... .... . , .....r. .. . ,.. ., , �, . .��. ;..,� , , r , , w ... ... . .. . ... . . . . . , .� ., � , ,., ,. , . . . , .... � . . , .,1�.,.: ,,. .. , .. . . ... . ,. . ... . , :.... :. . , .. .. , ,. < .... ... . . .. .. � . " �'r.'. x�:.: . ... . ,.r', . . . . . . ,. .. . . , . .., . . . .. . . . .. .... . . .. . , ...,.. . ..a .. ' ^ . ,�. ., .• � . . . , .� .. 5 DOWEL 5 LONG I AL GN ,. < '�, � 16 0 C & 6 � # , . ...... ... . . � . i . ....� .. i . .. . ... � r `. . ��. . : . .; ,`1, Y U l I. / , # W M >,� ,�� 's -•-��' C U WALL REINFORCING ,....... ,. , , , .. ,,.., .. ... ,,. ,.. . , ... .., . . . . � - � , � ,. .,.... : . . , . . , :...,. . e . . . . . . _ .__ . .. _. .. . _ . ... .. __ �_ . �. .. .. ..... . . . . .... ,. . .. . .. . ,.,.;:. • , I. �. .J . . . . � . . . L:...�_•:. : .. � . . .1. t ,..�'�:.:,. :.:A ` ' •• I . ,�I . ,. . > t^ ' '�:^�:. '.,' '. ,.. . C � . . ..; . t..., . .. . . . . , } f , i � , . , , ; i , , � fi � � i , � � i �+ _ t _ <32 VERTICAL W N PROVIDE 8" & 4" BLOCK � BASE o __ � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GROUT FILLED CELLS `� - - - - - - - - � � — � � - - - - - - - -1 I � FORTHRU-WALLFLASHIN� -SEE I B � � T.O.C. EL. ¢ PROVIDE TRENCH DRAIN I I - PROVIDE WEEP J ARCH DWGS FOR MORE INFO �`; �` S2 DOOR ;� =100.00' � EACH OVERHEAD DOOR �i HOLES 24" 0/C � . . � ',j:� . I _ 1/2" EXP. JOINT FILLER — — — — — — � � I � I � � � -SEE ARCH DWGS FOR . I I o FINISH GRADE `� _ & SEALER I � � � I �- MORE INFO TOP OF SLAB � ' � T.O.C. EL I � I I � —�- � �- - -�� I I SEE ARCH. DWGS. : . � „ � ° . EL VARIES � M II =100.00' I I I I I I , ,.�,�.�,a�,.� .�.�,�,.�.� . ��,. . • ° _ x—�-'�x,�'a � � o � I I I I � I I �_ ., , .. F � 4 � I , TYPICAL VERT. WALL d . :a = � � W � � I 8 0 8 -0 � � _ REINF. #5 � 32 E.F. e . . = 6" SLAB -SEE N07ES ON � � o °� . z I I I I I � - - - � I � I I :, , I �i ^� HORIZ. #5 � - FOUNDATION PLAN FOR , �.L� � . � '`' o MID-HEIGHT E.F. = MORE INFO �' i i ii ,, , � �- -� � -> � � - - -�- � �- �- -� i ,..., i , _ � � I I A I I � I I � � � U ' - ' � ; _ �, GARAGE SLAB: `'" FND DAMPPROOFING� : e _ < = PERIMETER INSULATION � � � � I I - - T�--�� i�rr - � � �� . O � � � I I �6" THICIQ CONCRETE SLAB-ON-GRADE REINFORCED I I � _ SEE ARCHITECTURAL DWGS. � o, ,�, 2 CLEAR TYP _ � I I S2 I � � � � � =(— - - I L — � - - J � � W/6x6-2.9 2.9 WWF SET 2" FROM THE TOP OVER 3" OF � � �``, ` - � W ,� � �� 2- 5 TOP & BOTTOM I I 14'-7�%s" I I j I I F4 � F4 SIM. F4 SIM. F4 i COM'PACTED MANUFACTURED SAND OR #10 STONE OVER A I I > # s „ e , a �5 8 16" (ALTERNATE HOOK) � � i o 6 l��,,� VAPO RETARDER ON 8 MIN. OF COMPACTED, FREE �, 3 CLEAR <..a LO � � � I I I I I �v DRAINING GRANULAR ' MATERIAL � cn o I I I � I I I ! TYP. < . a ~ 3 - #5 CONTINUOUS . � p <. N I I K � � I A I I � � a �' I I S2 I � I S2 I I -�;, : � 6�, �,_�„ 6„ BOTTOM OF FOOTING � � ELEVATION VARIES - • I I , �, I I I I PROVIDE STEP IN SLAB -VERIFY � � V.W.A. I I ;�, 2'-0" SEE FOUNDATION PLAN I 8 -6 I I il I LOCATIONS W/ARCH DWGS o0 II I I -' I I A TYPICAL FOUNDATION WALL SECTION � I — J � — — — — — N � � � � � � , S2 SCALE: 3/4" = 1'-0" �T� � � k F- - --� -� — � � � � � � !�� - - - - �� -�-- - -- - -- - -- -- -_ - -- - n�. o -1- � �—I— - - --I-�; -� � W I I ` ��°`J�� ==�-1�� f — = —�� , � �� =- =-_ � s2 � , � c,�� I I I I I I I= K � �� t I r -_—_ __ .__ _ - - -, F — � F — � I I 14x4xY4" GALV. ANGLE 12" CMU BEYOND � N I I C I I � I I = I I CAST INTO SLAB � � � � � S2 � I I I I o S2 I II � � I :I I I I I �� K � �� I I I A M GARAGE DOOR OPENINGS f � � � � I , i I I M T.O.C. EL I I TRENCH DRAIN � � Z � � � r � � L —J— - - - S2— I � � � � � I °� - - I II I � I I � —I I i �j I I S2 � I I ! I � - - - - - S2 .'� =100.00' � I I FINISH GRADE --- GARAGE AOOR -V.W.A. � W � I — — — — — —� — — — — — — � � � � j SEE ARCH. DWGS. SLAB EL. � '� � -- r l I I I a ..:. _ a.. a < VARIES V U � � � �' � � H �+ � � ae :: e �� ' m _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ n x � . . .� I � � � . . i / / / % /�/ d �� - � � � � � � � � - - - - - - - - - - � - - - - I I 4 �ri ;';I q � �., , ��.�.� ��.� � , , � .�,. < _ � � 4'-7" _ �/ � � •,�.;i � S2 I I • = 1'_0" ^ � 28 -OY M ': . _ -� 16'-8�j„ 9'-11" 4'-75/a" 8'-83/" . ,� I_ — — — — — = — — — � I 6" LONG �"0 HEADED ", = 24" w � � STUDS � 6" 0/C & 3" _ � N. I FROM EACH END = #5 � 16" 0/C, 24"� FOR ADDITIONAL INF4RMAT10N NOT SHOWN/INDICATED, SEE SECTION A ,_ , - - - - ,_ " - - - - - S2 68 0 20 0 DRWN BY: 'WH REW B FOUNDATION SECTION C� GARAGE DOOR cHK'D BY: M�P 88'-0" S2 SCALE: 3/4" = 1'-0" DATE: 11 18 13 I TOP OF FOUNDATION WALL ELEVAl10N = 100'-00" EXCEPT AS NOTED ON TFlE FOUNIDATION PLAN & SECTIONS (I.E. DOORS & LQADING DOCKS). FOOTING SCHEDULE °r' � � I ELEVA710NS NOTED AS (XX.X) INDICAiE THE BOTTOM OF FOOTING ELEVATION. PREFPARATION OF SUBGRADE SHALL CONFORM TO THE SPECIFlCATiONS � � `'' MARK PLAN SIZE DEP'TH REINFORCING U � � � � �, PRESENTED IN THE GEOTECHNICAL INVESTIGATION. , p , „ ,„ NONSTRUCTURAL INTERIOR 8" � '� �- � m . F3 3 -0 x 3 -0 12, 4 - #5 BaT. E.W. CMU WITH N0. 9 GA. LADDER �, �o �o � �I COORDINATE FOUNDATION WALL REINFORCING STEEL DOWEL LOCATIONS WITH THE PR(OPOSED CMU WALL CORES. F4 4�-0" x 4�-0" 12"" 5 - #5 Bd7. E.W. TYPE HORIZ. JOINT REINF. � � � � � �I SEE SHEET S1 FOR GENERAL NOTES, DETAILS AND SECTIONS NOT SHOWNN ON 1HIS SHE��: 5 - #5 BOT. W 16 O�C & #4 �� 48 Q, � I F4 SIM 4'-0" x 8'-0" 12" � x 10-#5 BOT. D�P DlR. VERTICAL IN GROtUT FILLED • � .� w Q ', THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS INDICATED WIiH 1fHE ARCHIlECTURAL DRAVNNGS BEFORE COMMENCEMENT OF WORK. � CELLS .�,� �' '- `` I ^� cn #4 � 48" (ALTEI�NATE HOOK) , Q � N F O U N D A T I O N & S L A B—O N—G R A D E P L A N � a "L�o" � � w °' I I SCALE: 1 /4 1 0 J , V � N o � a. 36 � Q BASEMENT FLOOR ' TOP OF SLAB � Q � � x�—�—x ` < �=��x : � EL 00'-0" � � o � °' . 1 I #5 � 12", 5'-0" LONG � . . . .. r , & CENTERED ABOUT d � °, a_,�°_ e - a " NONSTRUCTURAL INTERIOR 8" o -o z �'� CONST. JOINT ROUGHEN KEY & COAT WITH � �. CMU WITH N0. 9 GA. LADDER CO � Q � # � No I , „ , „ EPDXY BONDIN� COMPOUND ---�� ', „ „ 2- 4 CONTINUOUS TYPE HORIZ. JOINT REINF. � 16" 2 -6 1 -0 BEFORE CAS11NG NEW CONCRETE VEHICLE LIfT SUPPORT POST $ 1 -6 8 ADD #5 � 12" AD�i #6 � 12" V.W.MANUFACTURER � 3" CLEAR 2'-10" GROUT F LL D CEL S RT1CAL IN ANCHORAGE TO SLAB ,�, t� " s e . � . a^. ., d . � . . ..d � � d° . � .. . • d .�.� . � ^ � � . � .. � REQUIREMENTS � . . . . . . . . . . . c, � „ � . � . . 2� . , � cy�N _ � CMU WALL C� SLAB ON GRADE � J #4 � 48 (ALTERNATE HOOK) ti �, . , . . �ad .. � . , 'da . . .. . ' � . a . . �. �d ' � e de : ' :. . . a " . a ' ' � e : ' . . �. �. . . � � . . � . . . � . � . � J . ,. ,a ' , 1 . . . ' .� ,a . . � °' VAR ES L 3/4" - 1'-0" . . . � . . � cn . . . „ .. .. � � , . � �srpuc"n�w. y � � . ' .�j� � v � ` �f"' d < ° �x < � ' SLAB ON GRADE `� a. 36 L „ Na.a�iaso Q S2 SCALE• a LOCATE CONT. JOINTS AT , a a a .. < <.. . �o Q 10 A,�9 � � � . . � . � . � . . . .. . v'. . e a� . . a'I . � e a d . . . � . ^ . . . . . . . . . . . . J ' . . � . F FCSISTEP G\!�'� �. �- �4 TYPICAL o < TIrrCAL 60'-0" 0/C MAX. .. ° � REINFORCING i ° ' RE!?JFORCING � ` a . . �� < � �a d � TOP' OF SLAB Fssror,n��` �� r� CONSTRUCTION JOINT „ " °:.° < �. a EL. 100'-0" : .', : GARAGE SLAB TOP OF SLAB � ° ° ' � � ' j ` � ° EL. VARIES SEE � �`' < 3 CLEAR ` < . . ° ' 'a . < ,. : C�7 � � . � . . . . '' a . .C . . O . ' . ' ' e 7t e x,=x— c . ° TYP. a , ° � _ a � � � °� �° ARCH �wcs FOUNDAl10N & � a � � . . � . � � . � . � � � � � . Z a : . a . � .. � ' ' . � � . � . . � � . . . . . ' ' � . . �. ^�rCT �yry' /}�� . , , . .. . . . . � . . . � . . . � . . . . . . . . . . . . . a d. . . . .. . a . . a . . . , O � d � . �� a . . .� , ��1\V 1 1 `ool\ � . . < ° a :` a p � � EouA� � EQua� �; � <. -_ ; , FRAMING PLAN ;,�, SEE FOUNDAl10N PLAN FOR 3" CLEAR ��-�� 1'_6" g^ 2-�4 CONTINUOUS - FOOTING SIZE AND REINFORCING 3�_2° AT CORNER INCORPORATE FOOIING INTO SLAB POUR PERMIT ISSUE (No ExP. �oiNT) FOUNDATION WALL REINFORCIN(G ��TAILS u FOOTING 4 VEHICLE LIFT SUPPORT POST K CMI� WALL � SLAB ELEVATION CH�A�J a 8�� 3 � SCALE: 3/4" = 1'_0�. S2 SCALE: 3/4" = 1'-0° S2 SCALE: 3 14" = 1'-0" ' CON TRACTOR TO CONTACT McBRIE, LLC AT 978-646-0097 FOR A I� IlNAL FRAMING INSPECTION PRIOR TO INSULATION BEING INSTALLED _____._ ---- _ - ----_. __ -_ _.__..___ _ : .___ _.__ _ - __ _ _ I _ ---- -- __ --- _ _._._ _ _-.__ _ . __- _. . � --- --_... --- - __ . ._ I N0. DATE REVISIONS INSTALL #6 REBAR AND FILL SOLID ALL CELLS BETWEEN GARAGE DOOIR BAYS -TYP. � . . . . . . . .\ . . . .. h . . . . - . . � � , . . . ' .. . � . . . .. . . . . � . ' . ��/� / . � . . . . . . . . . . . . � . F S 1'-3 ja>, � --� '-. �_-- --.._._-----i i---- ------� � r- — —� IM. _ S4 OUTSIDE FACE �x OF CMU SEE ROOF FRAMING � N/.1i338x8x - L-4x4xY � PLAN ON SHEET S4 x � FOR GARAGE DOOR y � � \ HEADER SIZES : �`� I I z — — - H `p I I � M , i j � W p � � r l I � I _ r v � � : V � o � � o � ` � � , � , , � w � � N � __ ., - - � : a . LINTEL -SEE SCHEDULE � � a, � � � � � --- — - � ' -0N SHEET S1 FOR SIZE � ., rn i o , i U � o, W � � I � I E ►-� � i � � M � o, S3 Wz x I I � � � LINTEL -SEE SCHEDULE � � ON SHEET S1 FOR SIZE PROVIDE BOND BEAM � ELEV. PER y I C10x15.3 + " o DETAIL "E" ON S3 ALL AROUND � -6 L � � CMU WALL ABOVE EXTERIOR WALL OF BUILDING �,. v � E , S3 SIM. ,� I <. LINTEL -SEE SCHEDULE ' W w � � �� . ON SHEET S1 FOR SIZE : � H� � '� 10KCS3 ; � `fl - .�_ � i 10KCS3 i i , / \ v�� k � M �- � 1 x15.3 + " 5- OK1 � -N � [--{ � ; O�' � ,,� � � I I 4 E SPC = 8' 9y2�; o N � ,, � � G � � SIM. � � O � W �•`'o� � o Q I � � � I � � � E : i .- ``' 1 K C 1� � N S3 � r,✓1 W � . ' . � � .�. > �' J. •\ � � vJ � �� Y � j( " 4. �� .� `( . . . . . . . . . . . . ' . . . . . . r l . . 7'-2" CLEAR Y � . v U � 4r �PROVIDE BOND BEAM � ELEV PER � � m TOP OF STEEL ELEVATION = EL 110'-0". DIMENSIONS SHOWN (+/-#�-#") INDICHIE DISTANCE ABOVE OR BELOW TOP OF STEEL ELEVATION. DETAIL "E" ON S3 ALL AROUND � ' ~' � EX7ERIOR WALL OF BUILDING LINTEL -SEE SCHEDULE aJ � �� INDICATES SPAN DIREC110N OF �e" 26 GAUGE GALVANIZED FORM W/RE:INFORCED C0�lCRETE FOR 3" TOTAL DEPTH, 4000 PSI CONCRETE REIINFORCED � ON SHEET St FOR SIZE : �T� WI1H 6X6-W1.4XW1.4 WWF. FlELD WELD FORM TO SUPPORTS BY PLUG WELDING THROUGH WASHERS IN AN 'X" PATTERN. (WELD PATTERN �1 PER SDQ. NOiE XC �"`� IP�'fl.l: C�OCJCREIE DEq( �lUST �E I�ET CU9iED FOR 7 DAYS UCrLESS HEGH EARLY CAN�iE IS USED Ma�`I9CH k711ST @� IV'�T (X1RED FOR 3 DAYS �i AN APPR0I�D , ,, , , � ,� , � � 4 ,. CU�ING (�7�OUND IS IIPPIJ�. 1HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS INDICATED WITH THE ARCHITECTUIRAL DRAWINGS AND IN 1NE FIELD BEFORE COMMENCEMENT OF WORK OR FABRICA710N OF MATERIALS. (VERIFY IN FlELD & NOTIFY STRUCTURAL ENGINEER OFF RECORD OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.) DRWN BY: WH REW MEZZANINE LEVEL FRAMING PLAN cHK'D BY: M�P SCALE: 1 /4" = 1 '-0° , DATE: 11 18 13 I � � � U � � � oow a � � � � � � m ,I � � � � � ' ii � — — — � � � � rn rn � I _ � I . . . . . � � . . . � � J X STEEL LINTEL �3" MEZZANINE SLAB -SEE � � •� � � � INOiES ON FRAMING PLAN ' IFOR MORE INFO � Q � 'PROVIDE CLOSURE � � a I , ., ANGLE EACH END „ V � 1 -0Y2 E.O.D. 8Y E.O.D. � Q` z � � 3 - REBARS � CORNER IN _ , 2 - #5 IN I . . e � } o � 2 VERT. REBARS cn � w GROUT FILLED CELLS GROUT FILLED > 2 -6 EACH SIDE OF OPEINING BOND BEAM � H � N o ' � „ IN GROUT FILLED CIELLS � — 2 - #6 MIN. EACH MEZZANINE SIDE OF OPENING � ❑ ❑ ' ❑ LEVEL J� 2 - #5 IN IN GROUT FILLED L�MEZZANINE LEVEL BAR JOIST GROUT FILLED CELLS PREFABRICATED CORNER � MEZZAN NEM � -SEE FRAMWG PLAN 01� ��, �yG TOP OF HORIZ. REINF. MASONRY OPENING SHEET S3 FOR SIZE : LEVEL = � � s�, FOUNDATION 2 - #6 [10WELS 5'-0" LONG �u iu�n�- N WALL EAICH SID� OF OPENING IN �o.a�,a3o GRlOUT FIE:�LED CELLS O AT CORNER AT OPENINGS & END CONDfTiONS ', � A,�F��sgtiP�� ssiorrw+-�'„ �„In �� E SE:CTION @ MEZZANfNE FLOOR ALL 12" CMU THAT FORMS PART OF THE EXTERIOR WALLS SHALL �E S3 SCbLE: 3/4" = 1'-0" I REINFORCED WITH N0. 9 GAGE LADDER TYPE JOINT REINFORCEMENTi SECOND FLOOR SEE WALL SECTIONS FOR TYPICAL CMU WALL AND FOUNDATION REINFORCING NOT 1SHOVV�i FOR CLARITY. � 16" 0/C AND VERTiCAL #6 REBARS � 32" 0/C. FRAIU�IING PLAN . +/8" 2" , DETAIL ABOVE SIMILAR FOR DOOR & WINDOW OPENINGS. ALL 8" CMU THAT FORMS PART OF INTERIOR WALLS SHALL BE ' EE ARCH. DWGS. FOR RE UIRED MASONRY OPENINGS SIZE AND LO�ATION. � 6FOOCC AND VERTICALA4ER BARES � 48" O��T REINFORCEMENT �� 2M PLATE BEA�G _ PERMIT ISSUE s Q / # / TYPICAL ELEVATION OF CMU WALL OPENING TYP. MASONRY (CMU) WALL REINFORCING DETAILS WIDE FLANGE BEAM BEARING ELEVATION � � �� H�� 3 SCALE: NONE SCALE: 3/4" = 1'-0° SCALE: N.T.S. CONTRACTOR TO CONTACT McBRIE, LLC AT 978-646-0097 FOR A �' FINAL FRAMING INSPECTION PRIOR TO INSULATION BEING INSTALLED I . ____ _ _ _ _ _ _� - --- _ -- -- _ __ - —_ -- — ._. -- - — __— __ . _ _—_ __ ___ :_ __ __ _ _ ____ _ _ � N0. DATE REVISIONS • TOP OF JOIST BEARING PLATE F TYP. � �„ E.O.D. V.W.A. OTE THICKNESS OF " ELEVAl10N ALONG FRONT S4 Fi20NT WALL TYP. ALL AROUND L TYP. THIS LINTEL WALL: 120'-8Y�" S4 GALV. HSS8x8x�" W/L4x4� GALV. HSS8x8x�" W/L4x4� GALV. HSS8x8x�" W/L4x4� GALV. HSS8x8x�" W/L4x4� GALV. HSS8x8x W/L4x4� (+4'-8" -- - — _ TOP OF JOIST BEARING PLATE ' � , - - - � ,; ELEVATION ALONG WALL: — — - 120'-7�" ; - - - - - - - - - - - - - - - - - - _ GALV. HSS8x8x�" W L4x4xY4—_ � �`''�'� � . . . . � � . � � � . . . . . � . . � . . . .. . . . � . . . . . . . . � . . . . . . . . � !r"T�1� . N . . . . . �� . �. . . � . . . .. � . . . . .. . .. . . . .�. .�� . � . . . . . . . . W. . M . . . _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�- - - - _ - - _ _ _ - - - _ _ - _ _ _ . . , . . . . . ' - - - - _ - _ - _ - _ - . � � . . � � . . . . . )' . . . . . � � . . . . : . . . . - - _ _ _ - _.- - - _ - _ - _ . . . . . . . . � . . . . � r-t . . ..M . . � � � . . . � � � � . � � . . . . . . . . . . . � . � .. . . � .� . . � . � � � . . . � � . � � � � � . . . . . . . . . . � . � � . . . . . .. . . . .. . . , , . . . . . . - � � - � � � O � . ' [—� W � � — - - - - - - -- - - - - � Tf� � � � o LINTEL —SEE SCHEDULE �.J W C� • � OGJ SHEET S1 FOR SIZE �' 3'-0" 3-24K4 � 5'-0" 0/C 5'-0„ 14— 4K7 � 5�-0" 0�/C 5'-0" � � � � � � � � : � o — - - - - - - - - - - - - - - - W � - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - — - - - - - - - - - - - -- - - - -- - - - - - - - - , _ - - - - � � 00 r - - - - - - - - - - - - - �� G M � O �� S4 � a y� H 3-ROWS 0 L1Y"x1Y4"X�4" �j , � ;� S4 HORIZONTA BRIDGING - P. , S4 `:X�XXX;<Xx ' . � v,� r1TI ,I . . - _ - - _ - _ _ _ - k . � . � . . . � . � . .. � � . � . � . .. . . � - - . . .. . � 1� I . . � . . . . . . . T � � � . .. . �. � . . . . . . . . . . . . � . - . � � � � . . � - . . � � . . � . � � . � � � � . i . . . , . . � .. . . . . � . � . . . . . . . . . . . . . � � . � . �. . '.i . . � . . . . , � . . . . . . � , . .. . /.. � . . . . . . . . . . . . �. � . . . . . . . . � . � . � . � � . . . � . . . . . N . . . --� H p�, M LINTEL —SEE SCHEDULE ` N ON SHEET S1 FOR SIZE S4 y S4 � z% � � I ; - - - - - - - - - - - - - - , - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - — - - - - - -- -- - - - -- - — - - - - - - - -- - -- - ^ � z � a I k X �� ,; � � ;yy , , , .� ,� , y , sx3s +�'-4�" a W � . � , ,�,,. . � . ; �� . w, , - _ - - - _ - - - - - --- ---- _ - — ---- - - - - , , ,; _ - _- - - = __ W � � � �, ROVIDE L1Y"x1Ya"x�4" UPLIFT TOP OF JOIST BEARING PLATE F �, �, �, SEE WIDE FLA�i� � V1 W LINTEL —SEE SCF#EDUIE ti » U QN SHEET S1 FOf�2 SIZ� BRIDGING —TYP. EACH END ELEVATION ALONG REAR WALL: ' �c �c �c ►,�--� � � 120'-03�" SIM. S4 �r' 'n 'n BEARING ELEVA i � �, � � `�' `V `�' DETAIL ON SHEE ,�/ �p TOP OF STEEL LINTEL ELEVATION = EL 112�-8". DIMENSIONS SHIOWN (+/-#'-�") INDICATE DISTANCE ABOVE OR BELOW TOP OF STEEL S4 -EACH END F-�-1 oq ELEVATION. SEE ARCH DRAWINGS FOR WINDOW AND DOOR LINTEL ELEVATIONS , �T� - x . u . � � � � � � � � � � � � � � � � �' � ` ,� , : � >'`<, _'< �' �. ;'' � .` '��<;� � � � � � � � � � � �� INDICATES SPAN DIRECTION OF 22GA-1 1�2" GALV. (V.W.OYVNER) ROOF DECK. � FIELD WELD DECK AT EDGE RIBS 6" O�C MAX. AND AT ` �� .� � � �� INTERMEDIATE RIBS 12" 0/C MAX. TO ALL SUPPORTS. (ALL WELDS TG BE �"0 PUDDLE WELDS). SIDE LAPS SHALL BE FASTENED AT 12" 0/C TOP OF JOIST BEARING PLATE ELEVAl10N ALONG REAR SIRUCTURAL S7EEL FINISH: ONE SHOP COAT OF GRAY PRIMER BUMPOUT: 119'-10�Y�6" ROOF JOISTS SHALL BE DESIGNED FOR AN AVERAGE UPLIFT LOADi Of 15PSF — DRWN BY: WH REW DE51t�J ABO� ASS�".'�S A UN.�OIi�I SNO�! LOl9D - fl�lAL �lOIST ILAYOlJT SHIW. � OOOE3DO�JAIF� Wl1H 1HE RQaF1�OP EQU�Pk�MT AND CHK'D BY: MLP APPROVED BY 'iFIE SER 1�110'S �Ai. IS OPJ 1FIESE aRAM"�3NGS. - - - DATE: 11 18 13 � ROOF FRAMING PLAN �n 2„ I SCALE: 1/4" = 1 '-0" � � � �� 2� (� o o � .. 6x11xY2 GALV. � i i w a� � � � BEARING PLATE � �- �- m —TYP: I-� � co co c� � I I � � HSS LINTEL BEARING ELEVATION �2i � � � 4"�"x6" LONG BEARING 4"�" CONTINUOUS BEARING S4 SCALE: 3/4" = 1'-0" � � °' X � PLATE � DECK BEARING ' •� � � PROVIDE TOP CHORD PLATE � JOIST BEARING : S--I i EXTENSIONS ON BAR JOIS ROOF DECK - SEE NOlES ON ROOF � �, ! ROOF DECK -SEE NOTES ON FRAMING PLAN FOR SIZE � p W � � ROOF FRAMING PLAN SHEET S4 '� � o ' - - - - - - - - - - -- - - - - - 3 �� - -_- - -- -- v ,� tn ¢ - - - - - - - - - - - - - /a E.O.D. - - - - - - - - %4' E.O.D. — - - - - - - - - - - - - (V.W.A.) -_ _- — - __- - v Q � � (V.W.A.) � STEEL BEAM : � � o vi � 2 - #5 IN GROUT i � � � � : 2- 5 IN GROUT FILLED BOND BEAM y" o �o z FILLED BOND BEAM AT TOP OF WALL FIRE PROOF PER ARCH DWGS � �� H CO N o A T T O P O F W A L L FIELD WELD LOWER — -__ — - - -- - - _ RIB OF DECK TO ROOF DECK - SEE - - - - - - -- - - - - - -- - - -- -- AN�LE AT TWO ROOF FRAMING PLAN - - - _ . _ _ _ _ - - _ _ _ . . .- - - - - - - - - W STUDSLL CELLS LOCATIONS PER RIB 4" ��,p,�.t q�y � UPLIFT BRIDGING —SEE PLAN FOFt SIZE — — — — — — — — 02 � - I" G� TOP OF STEEL ELEV. ° HORIZONTAL BRIDGING -SEE ROOF „ �— E IHAAA -� 12 CMU WITH N0. 9 GA. LADDER TYPE H01RIZ.. JOINT 2 CLEAR S ��TUFAL � SEE PLAN ON S4 FRAMING PLAN FOR SIZE � No.ait� REINF. � 16" 0/C & #5 � 32" VERTICAL IIN Gt�OUT „ L6x4x3/8" LLV x 1'-6" EACH SIDE � 2.5K JOIST SUBSTITUTE A9o�'Faos-rE�``�a� - - __ : . ,, 3x3x3 16 BRIDGING ANCHOR 2—� CONTIN � » � � F�s G ----FILLED CELLS # 6 -0 0 C, STAGGERED & 2 -0 FROM ��TM � EXP. BOLT TO WALL, MK BAC � „ i —SEE ROOF FRAMING PLAN S1°'"`� �� 3 16 2�'�-6„ -�- •-, END OF WALL W/ 2-3/4 0 WEDGE FOR SIZE "�' HSS W/HEADED STUD 16" 0/C IN GROUT FILLE.D CELLS GALV. ANGLE FULL. _ __ 8" CONC. BLOCK ANCHORS � 12" 0/C AT LOWER —SEE ROOF FRAMING PLAN FOR SIZE BAR JOIST —SEE ROOF W16 —SEE ROOF FRAMING LENGTH OF HSS BEAM WAILL TYP. REINF. CORRUGATION FRAMING PLAN FOR SIZE PIAN FOR SIZE ROOF FRA�IIING ... ,.. . � 2� � g� �ct►� PLAN � F ROOF JOIST BEARING GARAGE HDR DETAIL c ROOF DECK SECTION JOIST PARALLEL TO WALL H INTERIOR CMU WALL C� ROOF DECK � BAR J01ST BEARING ON STEEL BEAM S4 SCALE: 3 4 = 1 -0 S4 SCALE: 3/4" = 1'-0" S4 SCALE: 3/4" = 1'-0" S4 SCALE: 3/4" = 1'-0" PERMIT ISSUE _ 11 /18/13 CONTRACTOR TO CONTACT McBRIE. LLC AT 978-646-0097 FOR A ' FINAL FRAMING INSPECTION PRIOR TO INSULATION BEIN� INSTALLED ' • II___-- _ - _ _ __ _. ___ _ __ _. __ _ _ _ . _ . _-- -- -- ___ _ - -- _ __... ._ ___. __:._ - - _ _._ _ --- _. ---- _ __ _-__ �__ ___ L ` ` .. . ' ... . , � � � �I� . . PER aIT # • aV�'tvER ` --- ��r,�,T��N �CP �A� �• �,,..� _�I -- -- - QA4E 15�L�s i., � � -' � l '� � .. �I �' tJ�v, ` �3 N t_� , '•':;:iti1lTTO_---�-��°'��. ,. ; _ __ . _ _ _ _ . ____ __— _ _ -- ___ — __ —_ _. -- . . _ _ ---- ___. -- _ __..__ ._ __ _ _ I