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41 LINDEN STREET - BUILDING INSPECTION y� �; �,dE, �S+at�f- J'79 '0037MI-0 3rA`g� ti t4 � LL�P M02 - to apendanae- aEsselte 74520 40% P4 i Certificate No: 419-13 Building Permit No.: 419-13 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the RESIDENCE located at Dwelling Type 41-43 LINDEN STREET in the CITY OF SALEM - -_... _....- - Address .... To Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 41 LINDEN STREET This permit is granted in conformity with the Statutes and ordinances relating thereto, and I'I expires unless sooner suspended or revoked. Expiration Date I Issued On: Mon Oct 21, 2013 —' GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. ""------ " " ---------- - - - -- - - ------ - - - --- - I 41-43 LINDEN STREET 419-13 COMMONWEALTH OF MASSACHUSETTS u�Iap a' X33 a Block' r > " CITY OF SALEM rr Lot:, _ °3s° Categorys ALTERATIONS Permit#t _ 44 419-13.� BUILDING PERMIT Pro�ec� t# '" JS-2013 001538 ; Est Cost. ' �' $47,000 00 a_ Fee Charged: $334.00 ��Salance Due:; $.00 "I PERMISSION IS HEREBY GRANTED TO: Const..Class: r ' � ' Contractor: License: Expires: Use Group:.. x, y,�, . GerardH. Hebet rLot Size(sq. ft): 4481.8884 Zoning: R2 jOwner: WEISENBERGER'CIMOTHY G WEISENBERGER JAMI L Units Gained:. ".�Applieait: Gerard H.Hebert Units Lost: AT. 41-43 LINDEN STREET h ISSUED ON: 14-Nov-2012 AMENDED ON. EXPIRES ON: 12Apr-2013 . TO PERFORM,THE FOLLOWING WORK ' INSTALL NEW KITCHEN ADD 1 1/2 BATHS AND REPAIR BACK PORCH INSTALL TRIM REPLACE(5) WINDOWS-"- AND OTHER REPAIRS AS NOTED ON PERMIT APPLICATION jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric, Gas Plumbing. Building ' Underground: Underground. Underground: - Excavation: �q `n-A z/I y Service: Meter: �I_',�t�K� _ Footings Rough: /113 Rough:6�Y jj.s Roug�Izl11�'�'��Yyl�' Founduhon: i ` Final: �2�/�� �,� Final: !�. Final�I/ �^-/I��11 Rough Frame: M, �+�+���� •� 11Clkl_ Fireplace/Chimney: D.P.W. Fire � Health 3�LS/r� Insulation: Meter: Oil: ��. / LCJl(�J Final: ,,,111 7-/L�/ House q Smoke: , !!! Treasury: Water: Alarm Assessor Sewer: - Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF-ANY OF ITS RULES AND REGULATIONS. Signatu y. - Fee Type: Receipt No: Date Paid: Check Np Amount: BUILDING REC-2013-001648 14-Nov-12 145 $334.00 114PORT2MT:OWNER OR CONTRA[--^r:"'—T Atil"ANGE FOR i':RiG0,C WSrr/'l ly--i:. ::.NG - COMS ITiUOTiON.SEE CURRENT BUILDING CODE CHAPTCF! I FOR LIST OF REQUIRED INSPc`.CTIONS. CALL 77©-t 1,)-6641 TO SCHEDULE AN INSPECTION ' GeoTiAA 2012 Des Landers Municipal.Solutions,Inc. m. AEDUCECHIM. ENCL.IIFPOSS. ON I I ENCL.IFPOSS. ON 1 -11314" EXIST. ±51-!"MAXIMIZE +3'-6"MINIMIZE EXIST. I DOOR II I_ - - _ _ — _ _ _ _ - DOOR "'4c' 1 Linden St BA31RM - - - - - Salem , MA / BEDROOM 3.p" I KN EWA 4' o - — — — — — — — — — 0 BEDRM LIST OF DRAWINGS: II II - - - - - - - - - /PROODEACCESSTO — — — — — — — — — I C 32 N ATRCABOVEPER SIiTlN6 AN All DEMOLITION PLANS 32 CODE 33 NEW LOW WALL AND FLOOR PLANS II - - - - — — - - —II - - - - - - - - L\ - - — - - - - - r — __ Sl l STRUCTURAL PLANS 7_7----- --a-- DOOR CL DOOR CL / EOST. ---------- 34a 34b / V \ v I I ' EAVESTOR. EAVESTOR. AV /' EAVESTOR. \ EAVE STOP. \\ 3RD FLR ' O 3 DEMOLITION PLAN 3RD FLR PLAN scale: 114"-= 1 -0 scale: 1/4 = 1 -0 REDUCE CHIM, REDUCE CHIM. %� ENCL.IFPOSS. ' ( ENCL.IFPOSS. \\ !J �J � I F\ r — — DN CL. i CL. \\\ ON O e� h J _ — - ------ 25b--- O BATHRM �_ +4'-11"MAXIMIZE 0-5"MINIM \ —,� AE BATHRM ' DEMOLITION NOTES: � — — — — — -n- LIPSWING UP BEDROOM AA 21 FLIP SWING UP - - F 5'-0" 2' HALE ROP SOFFIT 1.GC TO COORDINATE — J I/ o i l ( HALL HALL 25a USHW/B.O. l I I / 23 0 EAM DEMOLITION WITH WHAT IS T—W ----- -- ------ — --- ---- —71 NECESSARY TO ACHIEVE --------- O k ---- — -- ------ --- -- PROPOSED DESIGN EX1SF. EXIST. \ \`-------------- DO . EXIST. r ---- - DOOfl DOOR I I / Z_______ _______ w t a s ., e< , r ,.. DOOR DOOR r�\\ i EW BEAM 2.GC SHALL NOT REMOVE ANY e.pnlO �0�' STRUCTURAL ELEMENT PRIOR TO / INSTALLATION OF TEMPORARY ✓/' GL [CE2 RM 20° O OR PERMANENT SUPPORTS. --n N 22 BEDROOM I I BEDROOM BEDRM BEDRM BEDROOM K.,,,,¢„ 24 25 WALL LEGEND O / � - 44, "u ----- WAILTOBE CL I I I I CL. // -———- REMOVED y r EXIST.WALL 2ND FLRe- - NEwwau 2 DEMOLITION PLANPI: ±14-81/41VI1' ±i3834'VIF 2ND FLR PLAN scale: 1/4" = 1'-0" scale: 1/4" = 1'-0" Z PART/WALL TO BEFIREPIOCKED :3, 12RDN 5' ' '� 12RON UP AT ALL LEVELS,ANDCOIIVERIED TO A RATED WALL PER CJDE, _ 2��� INCLUDING BASEMENT UVEL AND IIII LFr - - — J POWDER LAUNDRY Y o 13 13b J ATTIC CAVITY. 1111 (OYER 11 8-p FOYER 1 13 N NEW OPENING AND LV POSTS PER ENGINEER SHEES/CABINETSTBD - - Derek Bloom Architects -- - PKIDOOR NXTTOBEARING NEW BEARING WALL I'�r iIII WALL(ALTERNATE:HINGED o PERENGINEEA, ) 791 Tremont Street KITCHEN � � DOOR IN 2X4 WALL Su1ta 7# E5-17 NEW BEAMS ABOVE III I PER ENGINEER. Boston, MA 02118 l 11 I I ( 12 KITCHEN �® (DASHED) � i Tel: 617 470 3164 DINING ROOM LIVING ROOM NIC 3-0 ti NQ UV`NG ROOM IC d6(alderekbloome ch tects.wm —I I DINING a ER L l �T� f T� �T—� r�I I � 14 PARRY I I I I I I I I I I PANTRY \ € a N \y�ENEOARCy�F \\ I I I I I I I I IICL I I I I L No.9983 7- - - 7 - - BOSTON,DW r+-- �y MA q[TH 0 24" ±3-21/7 r-0' 3'-0" 12 4'- 1 '- 1 ST FLR 1 DEMOLITION PLAN 1 ST FLR PLAN scale: 1/4" = 1'-0" I I I I I 1 5scale: i/4" = 1'-0" 12/6/12 Construction Set I DP 111 NEW BEAM NEWLALLYCOLUMNS NEW IALLYCOLUMNS PER SEPARATE W/PARTY WALL PER ENGINE PER ENGINEER � ENGINEER PER CODE --------------- ---------- ------ - ---- --- ---------- --- 'r 6 I Demolition Plan � I I and Floor Plans JOISTS:TRUE 2X8 @ 16"O.C. BEAMS TRUE 6X8 FRAMED UNDER JOISTS FWD LOG POST EXIST.STL LALLY(IYP.) i i B.O.JOISTS 6'-9'AFF I NOTE:GC TO VERIFY ALL POST I DB LOCATIONS AND FOOTINGS IN MELD.ADD FOOTINGS PER CODE WHERE DEFICIENT 4 A11 BSMT FLR PLAN scale: 1/4" = 1'-0" I I I HEADER SCHEDULE 41 Linden Street 177 , OPENING SIZE EADER SIZE rvr LESS THAN 2-8"(2) 2X 2'-8"TO 6'-0" (2) 2X10 6'-0"TO 9'-0" (2) 2X12 General Notes: 10.All structural steel shall be ASTM A36. 4 J I I I I // — _ — ✓°� SLS 1.All existing dimensions,conditions and elevations shall be verified 11.Structural tube steel sections shall be ASTM A500 Grade B. / L L L L L i o _ I �0 by the contractor. V / 12.Steel pipe shall be equivalent to ASTM A36 material. J — — �� 2.Contractor is responsible for temporary bracing and support s/ e / �� during beam installation. 13.Before welding to existing steel,clean and remove all dirt,grease, ,Q x 7*�Q� paint,etc.within a minimum of 1"each side of the weld. (( -4 — ��"")) 3.All wood framing shall be 1000 psi fiber strength in bending. f 14.Welding shall be in accordance with AWS D1.1 using E70XX — — I 4.All framing shall be free from large knots,cracks or other structural electrodes. II D D IJ `�A� � c'AA" °� defects. JI T ZE 15.All bolts,anchor bolts,washers and nuts shall be ASTM A307 V41 5.Micro-Lam beams,designated as LVL's on design drawings,shall unless otherwise noted. /O a be 2.0E sections with an allowable bending stress of 3100 psi,as /L! manufactured by the Boise Cascade Corp.or an Engineer approved 16.Bolts for structural steel connections shall be 314"diameter ASTM equal. A325,with a minimum of 2 bolts per connection using standard holes Unless otherwise specified. 9 6.Micro-Lam beams shall be connected together as follows:2 ply I members-3 per row of 4"Fastenmaster.heavy duty wood screws at 17.All steel connections and details shall be standard in accordance 16"o.c,from each side.3 ply members-3 per row of 5"Fastenmaster with the latest A.I.S.C.manual and specifications unless otherwise 1414i I8 r3 heavy duty wood screws at 16"o.c.from each side.Unless otherwise specified. / detailed on the drawings. / 18.Concrete work shall conform to the latest edition of Building Code 1 7.All roof sheathing shall be 4'x 8'sheets of 518"CDX plywood and Requirements for Reinforced Concrete(ACI 318)and Specifications r — — — shall be nailed with 81)common nails at 6"o.c.along all edges and 8" for Buildings(ACI 301). 3RD FLR o.c.throughout the remainder of the sheet. 19.Construction shall conform to the requirements of the Mass.State FRAMINGPLAN 8.In addition to code required nailing rafters in areas with cathedral Code Latest Edition and all other applicable state and local code ceilings shall be tied to structural ridge members with an LSU sloped requirements. 3scale: 1/4" = 1'-0" hanger as manufactured by Simpson Strong-Tie Co.or an engineer approved equal. 20.Specified ultimate compressive strength of concrete shall be a minimum of 3000 psi at 28 days. 9.In addition to code required nailing rafters shall be tied to the exterior wall double plates with Model H2.5 hurricane anchors as 21.Reinforcing steel shall have a minimum yield strength of 60,000 manufactured by Simpson Strong-Tie Co.or an engineer approved psi conforming to ASTM A615,Grade 60. I equal s#cE AN 04mglc�> jicGEr/J 1 1 1 1 1 1 Qt5CXA`K � X V4 NoriF m4; 'D�c Cyt/ _ r \ \ 1 1 1 1 1 torr 42lcoub - T - AFL 1 _7=J2¢. 40,9 AtE�5�' pof AeaDE � </ f .D ora �/Q �S .4�'�44G f _ I I _ lelas 11 - _ II I ( /6 I ! v n II II I I / II III G 1 x � I I �I 2 C I II I I I I � 1 1 I 11 A I I JI J I II � FFT_T I _ T !� 2 li it I I 4- 11 I I I I I I L� L_ LLL lr =j� JL _ __ _ _ _ _ _ _ _ J_ - - - - - - - - - - - - - J IVOI- r---7 5�.5 ae _ 2ND FLR ny FRAMING PLANALLAN W. DENNIs, P.E. q2/ 77) &EM �x����" scale: 1/4" = 1'-O" ,Q 8 WHEELER PLACE / MARBLEHEAD,MA PHONE: 781 990 5016 ALLANDENN IS@COMCAST.NET q ` 1/ 7��I I I I I I I l % •i LL11 -1J i - Si{@RUCTU Ntk3 u So C rs 3 Z r L meg. 3 ,q ) w Off! 76Qc` FOUNDATION & 1ST FLR FRAMING PLAN Fdn & Framing Plans scale: 1/4" = 1'-0" Structural Details & Notes DATE: S11 - --- _ - - _ _ - - ------- � _