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27-29 ALBION ST - BPA-07-772 FOUNDATION WORK
-�t�� �2� ����' � ' -- EI`I'�OF�LE ''' ' PUBLIC PROPERTY �` DEPr1RT'N1ENT . I:I�WERI.EY DRISI:ULL ���� \I�Yoa 1�W,�W�NCrt�N S`�RehT�,N,kd1��I.��SnCH�sti'�S 01970 � 14a:9'&7�5-9595�Bex:978-730-98�16 APPLICATION FOR THE REPAIR RENOVATION. CONSTRUCTION. DEMOLITION OR CHANGE OF USE OR OCCUPANCY. FOR ANY EXISTII�IG STRUCTURE OR BUILDING 1.0 SITE INFORMATION Location Name: co Buildtng: Property Address: ��Z .�� �(��`d •1. S� �S �e �-. f prope�ty fa located in a; Conservatbn Area Y/N Historic Dlstrid Y/N 2.0 OWNERSHIP INFORMATION 2,1OwneroiLand � �, - 4 �-lvs�� + Name: Address: �1 �2� C�c,.i� broor J=--� � � C'S �c� Telephone: �I�� 3.0 COMPLETE THIS SECTION FOR WORK IN FYiaTiN� BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use NeW DemoliGon Existing Approximate year of Area per floor (s� Renovated construction or renovation of ezisting building New Flriaf Description of Proposed Work: �e�J n/�A'��o.0 ,/l/o,e� DN/� — _ _ _ ' ------- Mail Permit to: � C�.�r ..sf- -�/�^— /�'Ig a!'g�d � e What is the current use of the Building? �.�I S Material of 8uildingT j�l�Oon If dwelling, how many units?� Will the Building Conform to Law1 �CS AsbestosT � Architect's Name�ic�a F� /veSS Address and Phone ( ) Mechanic's Name Address and Phone Construction Supervisors License# ��oF�n6 HIC Registration # 17 32�`f Estimated Cost of Project$6_��� Pertnit Fee Calculation Pertnit Fee S � � � Estimated Cost X$7/51000 Residential Estimated Cost X$11/51000 Commercial M Additional $5.00 is added as an AdminisVative charge. Make sure that all flelds are properiy and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permit to build to the above stated specifications. Signed under penaRy of pe�jury /\_�'��iy�" . Date d 3-G8-a �- � � ol 4Oi1�j � � �� c O < a V � � 7 a2 9 ' �� � ^ u o°� � � a �j o F '3 � pN (� y `' � � 0 3� "' � L �+ a u � a a _ _ _ ;r� - ei- - o- - �u _ -- 4-- -- — _. . _. — - 4 -E�— .�-- - -L� _ �--- - � - ---- -- f ♦ r . . _ ._.. _ , BASEM i� NT FI,OOR PLAli1 ' — — ----�5�-2" ��_ --- --------- EX�STING� , — t-� � �__ �- �._i 1. 1-� y j ' . *� . . � � � � � . , �51i�LaW CFJI,{�IC� H'f, 4�-0�" �i_ . O �Xr�?�r4:��i.ow C�F.ILit� �t? ¢'-gr�'� � � �,� r'II`�G, F-X7571Nl� �62L11PI"lEt�C�� z _ �- ST�NE � _N � � O E�cIST�N� P�"f� LEDGy� � � x � O ❑ tl o � o � � L l ��� '�3�4��X IF��B�� L�/I. �2� I 3/�n�c { I T�� LV L � �XISTINI �1"r�t�1� NEW 3�-p�� HATGN� DOWE.L. INTo �?qs1}�J�j � I�x4� CON�. PIE('- MP�TiRY FDN, W��Ec��NING� ��lR6Pp:R-�Ef�xY � c�N 24"SC,�1f�F,F x IO'� � � I�x 9� REINFflRG, al -r���� coN�, r-�r�N�, � corf�, Pi�R Z �IFP°RT� I.E.DG�Ei2 2 � 2 Z Pf�7 5F' `r t� �Xly'f i NC . . . .. , _ < , .. . � . �., .�., � � � �. i _ , : � � � � � � � � . • � Hz - - r i q r i ,1 ;s I i I-��j I I _� o i ry � I ., � ,�'r E � � -; � _� o F—L�NF_ INOICATEg �}✓ovP t I � I � I � � I I < I � � L_ —._I ` � � �' pFLY-�iE - SEE. FIP��T I , � . � � I ' �ooP- P E I � UNEXCA�PTED � � r� —�` - - - �� � ��IZF�'r�?//�;fED �� � - -� _ �n`u i : V�ITFA I ., . , ' : �,NTF � � ,` — ' ro r F�(1Nq /FoU�D/�lal' �J� �? =o � I I � I � � � � V d �� I 1� *- Fo� wr�0 DF�K� � ��� ' � � � � I � 5EF_ (�.T'P�ILS fi � I ` -- �, ' �� : � �1- I � �tl Cn�� lo=Co�i � .. � ��pi� �i—��� I ( I�� D�� II� i� I � I t'.°� 4 = ?_ ,, 1 . --� ^ _._._ ._. -__----_ _ —�__ � - .,-r---- -- :' _� __ Y��Ff �, I . � � VE-Nf Nivod QF.�iK I L — _ i � ,�v�NT i -- Q o � : - -- - — — — -- ---� � �5 P/W�L � �� �, _ �• , ° , I � - ----- - -- - - P�fJD VENT". - - - - - -- - - — — - - — i- I�JU�I-E �`MIhIGi w/EMGf�t7� S��Y,L GLU��LE F�'�MING� � �Pa�,tto���on 4��P�r�� � ,�� � P�tmar-i a�✓� I � �, � � II�j$U -�'vJ.. PRO I �JO P I(�'�G. I II'iau T�� PP,O 15D @ �Co°D, G. DIVISIO]N 3 -CONCRETE , BUII..DING CODE DA'.TA: SECTION 03300-CAST-IN-PLACE CONCRETE 2. Reinforcing Materials: Installaticn: 8. Reintorcing Bars: ASTMA 615,Grade 60,deformed. � � � . PRO.TECT: Adldition to an �xisting�Multifamily Structure Summary: b. Reinforcing Bars: ASTM A 767,Class 11,galvanized � t. Comply with requirements of Section 0100tl-Project Requirements. USE GROUP: �y Multiple Dwelling consisting of four ���� i. Provide plantinixed cast-in-ptace concrete. C. Reinforcing Bars: ASTM A 775,epoxycoated. 2. Comply with ASTM C 94,CRSI Manual of Standard Practice,and ACI publicationa � � I2. Footings,foundations,and basement walls. d. Steel Wire: ASTM A 82. 3. Provide Concrete Finishes For Formed Sudaces: � D{1VCIIIIIg URItS '�� b. Slabs,columns,beams, and decks. 8. Steel Wire Fabric: ASTM A 185,welded. a. SuAaces Not Exposed To View: Ascast fortn finish. CUBIC VOLUME: . �43��000 +/- Cubic Feet of�Existing Volume I C. Paving base and pads. � f. Steel Wire Fabdc: ASTM A 497,welded,deformed. b. SuAaces Exposed To View: Smooth form. 2. Remodelexistingconcreteworkasrequired(ornewconstruction. 4 SurfacesExposedToView:Smoothrubbed. CHANGE-OF USE: �Prro ect is a continuation of the same Use Grou I g. Fiber ReinforcemenC Engineered potypropylene fibers for secondary reinforcemenit of � � 3. Comply with ACI 301, Specifications for structural Concrete tor Buildings, ACI 378, Building s�abs. d. Surtaces exposed To view:Groute�eaned. CONSTRUCTION TYPE: � �SBi� Combustible, Unproteeted, 2 stories high Code ReqWrements for Reinforced Concrete,and CRSI Manual of Standard Practice. 3. Concrete Materials: ASTM C 150,Type I,Portland cemenl; potable watec e. �Surfaces Exposed To vew:Special lexWred finish. BUILDING COD�. 7810 CMR 6 Editi�n Chapter 34: Repair, 4. Provide independent lesting laboretory to sample concrete properties. a. Normal weight aggregates,ASTM C 33. 4. Prov�de Concrete Finishes for Monolithic Slabs: � � • th ' b. Li ht wei ht a re ates,ASTM C 330. a. Scratch finish Tor surtaces to 2ceive concrete floor topping or mortar setting bed. AHYCI'9t10I1 aIl(� C�19IIge Of USC Of E%1Stlllg Submittais: 9 9 99 9 C. Fly Ash: ASTM C 616,Type F. b. Trowel finish for surfaces to be exposed to view or covered with resilient flooring, 1. Submit product data,shop drawings,mix design,test reports. d. Piber ReinforcemenC Polypropylene fbers for secondary reinforcement, ASTNA C carpet,ti�e,or other thin finish system. � B W11d1I1gS 1116,Type III. C. Trowel and fne broom finish for sudaces to reeeive thin-set ceramic or quarry tile. � Products: 4. Concrete Admixtures: Containing less than 0.1 percent ehioride ions. , d. Nonslip broom finfsh for exterior concrete platforms,steps,and ramps. . 1. Concrete Design Mixes,ASTM C 94,28 Day Compressive Strength: 8. Air-Entraining Admixture: ASTM C 260,for exterior exposed concrete and foundatirons 2. Nonslip aggregate finish for concrete sta(r treads,plattorms,ramps,and sloped walks. 8. Columns,Beams,VWalls,Foundations,and Footings:4000 psi. exposed lo freeze-thaw. . f. � Exposed aggregate tinish,chemical retarder type. IGC��t^ �p �,r��'�� ���t� b. Columns,Beams,VWalls,Foundations,and Footings:3500 psi. b. Water-f2educing AdmiMure� ASTM C 494,Type A,Tor piacement and workability. g. Pattemed finish,pressed into concrer,e. y � �VL{/ T�/f� r�vM + C. Columns,Beams,VWalls,Foundations,and Footings:3000 psi. C. High-Range Water-Reducing Admixture, Super Plaslicizer. ASTM C 494,Type F oor G h. Coiored wear-resistant finish,dry shake type. . d. Columns,Beams,VWalls,Foundations,and Footings:2500 psi. for placement and workability. ' � . � e. Slabs on Grade andl Paving Base:4000 psi. d. Water-Reducing, Accelerating�Admixture: ASTM C 494, Type E for piacement and . , �'- f. Slabs on Grade and'Paving Base:3500 psi. workabilRy. O SFT l OFT . 20FT e. Water-Reducing, Retarding Admixture: AS7M C 494, Type D for placement and � � - � � g. Slabs on Grade andl Paving Base:3000 psi. workability. � � ' h. Slabs on Grade andl Paving Base:2500 psi. 5. Auxiliary Materials: , � � �7 ♦ �7 c�c� n iI�TT/-�T . i. Concrete on Metal DeGc: 4000 psi. 8. Reglets[ Galvanized sheet steel reglets,minimum 26 gage(.018 inch). -� �✓�a4� n1�Ht1� 1\��.7J �i�Cill l.Ll.1 � j. Concrete on Metal Deck:3500 psi. b. Waterstops: Rubber or PVC waterstops. := ► � k. Concrete on Metal Deck:3000 psl. C. Vapor Retarder: ASTM E 154 polyethylene sheet,8 mils. � �y,�ERED ARCy�r��qc 15 Knightts Hill Road,Marblehead, Massachusetts 01945 I. Concrete on Melal Deck:2500 psi. d. Vapor Barrier. Premolded membrane, ASTM E 96, Method B, 0 vapor transmission � � �V�`,�PR�E�NFS c�` r TEL 781-631-4642 W W W.NESSARCHITECT.COM FAX 781-631-3665 fTl. ExteriorSite Concrete and Pads Exposed to Weather. 4000 psi. rate. � � � �` s + A SUIE:/�����1 _ ��_O�I APPPROVED BY: DRAWN BY � tH ♦ Fn �, / n. 6cterior Site Concrete and Pads Exposed to Weather:3500 psi. B. Nonslip Aggregate Finish: Fused aiuminum oxide granules or crushed emery. � � NO.EZB� _ , pAiE: .. REVISED O. Exterior Site Concrete and Pads Exposed to Weather.3000 psi. f. Liquid Membrane-Fortning Cudng Compound: ASTM C 309,Type 1,Class A. �� � p MARBL HEAD. � �. �j.. f-J_07 . vi ! p. Exterior Site Concrete and Pads Exposed to Weather:2500 psi. , g. Water-Based Acrylic Membrane Curing Compound: ASTM C 309,Type 1,Class B. ; � ? A ` � � � q. Formwork: Plywood or metal panel formwork sufficient for structural and visual h. Evaporetion Control Compound: Monomolecular fiim-forming compound. ' Proposed Adcllition to 27-29 Albion Street Salem MA requi2ments. I. Undertayment Compound: Freediowing,self-leveling cement-based compound. � ��q�TH OF P��� � � � L Special forms for texWred finish concrete. �� � j. Bonding Compound: Polyvinyl acelate or acrylic base. � - ���v���� TFlESE DRAWINGS AR8 LIMIITED TO ARCHITCCTURAL&STRUCTURA�. OPAWING NUM9ER 5. Metal,plastic or pa�er tubes for cyiindrical columns and supports. k. Epoxy Adhesive: ASTM C 881,hvocomponent material. . US8 ONLY. REFER TO OWPNER FOR ALL OTHBR SCOPES INCLUDING 1 . MECH.,ELECT.,PLUM6MG fF1RE PROTECTION,CIVIL&LANDSCAPE. I . . . . � . ----.�.... _. ___._ ._ ' _.._._. _ _______ . _� _.._..__—__ . .. .______._ _ _ ._._.—_ _ .. ... .. ___.��.._ . ._. .._.__ . . � . . _- .- .- . „ _ _____ P�ooFiN� , ��E� P-�� P�.t�l I --- — �/` ��� E�c,� r-��rt�NG� ��,cisTiNc�-�, p�,oPos�D LVL �,�DG �� �'i�M Ff4�l�. I?�.,A-D �x� . � s� �F � � ° � ZY��I�� @ p r, LuM��, � ° ,�'r'pRiP 6aGF-- ax9 PT, PpST; N�N -/-�Pf�F��IG Co�� a V�hIrED o �D11 I Nbrl• GNR,9MWM ' ° Vp1C) SIM�N�S Ef�tq CoLI�MIV l;�P : s� �a�r= P�N �xisTiN� P���r�r_T� T��M�NP�T�aN 2�°�K �� _ ' I PaT�-P�I�i�i vV;!'�t�l. �w�t'tr,.l� Ra�� �,�r�RroP- Ft-��Tio��a , .._-- � �' . � ��� �I LI NG� � ---_—___— ------ ------ . � - - @�Lo��7�'i' Ir�L. 5aL1PR�,P,T. v �� � NI��.. •Po�Y �/�pol� �-�,�Et� - Fxi�"(�N� �Z�� (-IYP6UM �DfiJ'-D �1�1�51�f . 5'i"NTHE"�IC� L7F1.Y-It� -'(F'�E,X, c� FiNiiSHGS f�21 �IP�Ef'-:�l-f'� �Ny111,�Tlol� , oN 2� �0 �oi5`I5 P.i.� To F��EMpJN, l(� D.G, fYPI��L "fYP�r�P.L � ,,,�-p,�uM. 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Q � EXisji(•f�j pRoPv��D � _ 12�� IG'(N�NE I�lGUL PE11N6�N�P�ECOMM�N��p� � _ a — -rss �o��Ts� ��I PRO �FOG �LOF�O,G - = o - c� ' � � � ��tD - I I 2 VL TRA � � N L N � � z e�-a T G � � F�ura���� �o(�. � S'rof�.. �.�D�� 3�� pF�'iM�TEP� Cpt•ID17bN A�i M �F-i�M, s� P�I ' �/y'' T�jG PI.�ND�D D� � � � _ ,a , � �� �, I - ��- t Sr Fwo� ssr F�ooR , � - - - -- - ; __ _. ._. , � � '/z'' Dltc, S'T�E�- ���� / �' \� � � TJI I�IMJOIST� �I '�8�� 56�- TYP�CAL DETP�LS i M.�n�T 2 -o o, t= , � Il�,�� �If't� ��F,l., f�lyG�'V�lz �YIL"� I �2°DIA, f'�E�f� �' � - (2�2�fo P.T. Sit,l, LJ'�"(� v�litH ' i i ���o ��o.�, H�/v�P�� / "' NdN-A��EN��� P�r.t-G�cMiuM M�r�, . L1-0.0$ Mlr�, FDUNDhTIDN ' .�i, 0:� Q °. ,. :� '' : . E�U�fIUG, / � � � il� � �� V�1�('f�I.�.TED i� �. �� � -'�2Ei DIA, SrF� �'C�k'a'�F'�� i'-od `fEp�TIGl�I.LY �� '4• � •� .•o• G1P�DF 5� �'our�p. ,! � . ii _ 12 o C�.w� �PncE . 10 �.II �: . _ �4Dticc',iZ�Nt��.L.Y ,T'�PIG�L. Y6NTED � / L�'• o _� � � I NEVJ f�NG. — _ =�1� N g��C�7NG,TaPPINI� � b�� � � . o. � " ' o ' il. SLDIP� t�cv�4�Y �F��"� �LD4. db �o •. �.,� IN ?o Si"otJE. LED�tiE- `N�2 Roy�lS OF f fE�,-EE P�N . �I ° C�r11L PoLY, � m 4 • ---� . I P 8 D�P F�7- L�TiGx�) / / , � D V/�Po� �R�EP� l � 'i2M O�A, RE�3°�R Sf�ED �'�o" o.G., �i �� 4 �� • ASPHA�T�� C�ip•P��FIr►cj Mi�;M-T'1G � i • , a • w ��'r� � . . F wy�p,� soup P-c��(sTor�� �r�nr�� �s � �/ - ���o . II, r---3o0o F�i �EDiMi� c_oNc.�,FTE u �.�- o •.:� o �-.� • . � Ci..11 �' �r� 'o � ENca.►N1��GD w/ �-►'a�cY p� SP�� : a.:;a �,.. ,c�.0 Li� '� �. �-"v _• � -f� d ' b L � �6� W ' �� ; — ° .-1�: �— --- � . ,t, :.•li �. (@2� p�Ys) ol� u�►�r.t�F��ED w�T; � -- _ o i � N �. ' , �`t �s � . F. �° II�: � _ �;i . � :1, . � . ��,� oF Su�F�U �r�.r b�r�,Nc � �_ � � � � 6 �xiSTiri� — __ ,� , Cn�P��TY PEP- �ov�., 7�Pr�� , z ��- /1� / � < p�Rr �wog . 1 //I � / . .o r, . n 4 c� � , � , i / , � � li�,n lo'� _ I� ° • _ `�(a. � r-..yUP1 . �,F��Ij .�I hty L�PI�E'CL� 56 1'oR,2, � ,i a ' .•o .►i, ' . I I° • �' / -� z /, /'� ' ' / u ;� ' ' : �/! ' � �' � � � o il .• ' o �� a � � � 3 �" - i�iU6D �g- 'R��N�'i'f1�N' 'YEf'�Nl� , . `. ��i � I � RCICHARD NESS ARCHIT�CT a / � 'd o - I(� bQ .� •�^ p ° . I�� •0 4� ..:. PUG �uNDAT I aN DP-F�i N To REA� YAP-D E' �� � a 6 ` � � � ..—��—;� '0� ,.t,l , � A�' I I � ,o �� � .��EREDAR�y��� 15 Kmights Hi11 Road, Mar6lehead, Massachusetts 01945 S / /'� �� i � m I�--�- = =-4.t: -" � ` �� _ _ e ;�j / \ , �,� �,pF�E.NF FO,, ` TEL 781-631-4642 W W W.NCSSARCHITECT.COM FAX 781-631-3665 ; -: Q I�—.—.— . . — . q e� .c s 3 / I ' ' � :"O' I� __�0�6 \ �T�{�� UME�+p�F_/�Fji'N1 Pr'rt�j'�R� O� I.� � . * Q' . S y � SCAIE�. III � I����) AFPROVEOBY: DRRWNBY RN . LL �Q�-p/�p (� /^�\.�` /.{+ , I � � /� Q — — - _••✓/ 'I�iNGJ �Gt-"� �jQY�^� f�D�r F�ISI_IP� : n N0.62B� N � DniE � REviSED n �lG[%/"'V'1 r'N� \Tf I� bIC�IY� ' �—ri Gb Nffi" UNDE¢':MIN� _ � —:� U�VDI51'UP,�%EO S�iL Fp,FE-DP-�'dt�NN�j . � � � MARBL��EAEAD. w ► ' �.3-5-07 k L.Ep��F iF ENGou�rt'Ep�p �� �1sT��i N � �� � ' ' �� �f Proposed Addition to 27-29 Albion Street Salem MA _ `^�lF�'o�( �'�R SP�. - 2 � ------- - /aND NnM• a(��t�IIG . SEE 7Bo GMf� y P�; , = TYPICp,I. �INPA?ION� — � T�WLE ieo�►,3 �u � �� �- �� � ►�� � � . THESE DRAWINGS ARZE LIMITED TO ARCHITECTURAL&STRUCTURAL oaawir,c r+umeen � � ' x � Q II USE ONLY. REFER TC�OWNER FOR ALL OTHER SCOPES INCLUDING tviECFi,ELECT.,PLUMB3ING,FIRE PROTECTION,C1VIL&LANDSCAPE. — _ � ` . � : . . _ . ___ . .._._._ ' . . _ — . _ _ _ . . . . .._ ..... . . . _. _ . . . _ . — _ . _�_.. _—___—_. ___ ._� ._ . . ._._. . .___. _�__—. . . ___ ._._ ___.._—_._. _______ .. —__ . ._.____._._._ i