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15 LINDEN ST - BUILDING INSPECTION (3) gP144*N61111g6TISEfKA941IND APPROVED BY 774E JUSPACM0 PWR W A PERMIT WMG GRANTED CITY OF SALEM a Dam / D war 1s PMParty Loatad In Location of dra 1Hdodc DWrlat? Yas No ad"In l J�Liiyij Si Is Promty Locobd to du Carreanalkm Arm? Yes No Permit to: BUILDING PERMIT APPLICATION FOR: (Circle whichever apply) Roof, Reroof, Install Siding, Construct Deck, Shed, Pooh Repair/Replace, Other: PLEASE FILL OUT LEGIBLY&COMPLETELY TO AV 1 Di �l �t ELA IN P TO THE INSPECTOR OF BUILDINGS: ' The undersigned hereby applies for a permit to build accorcLag.to the following specifications: / Owner's Name !-� .9� �c ✓mac ��i�//9 v� Address & Phone Af 1,111'12 Al Architect's Name Address & Phone Mechanics Name Address & Phone wha is Nr Wpm of tadldW �4'6�f: Matalw of tarwrlg? �„ir� �S elf rTi�? N.dwNkg,tar how mrty WON? WIN Carl t wiloi rr to law? Afbaetos? ,�/1(�l fv� Earinatad coat ,,&2 (lty ucw M MM LI=W«Gs 05�3`cl 5 e�r as.a Iqto t Lie. it Signature of Applicant SIGNED UNDER THE PENALTY, OF PERJURY DESCRIPnON�IOF WORK TO BE DONE D ✓ 1�LOn i� 1 I01DI rla tJ n��+�2G l 1sTi�iJ�, C /K�/� a�e,L-1 , f/ i MAIL PERMIT T0: W L L 4,i-1 1 APPLICATION FOR PERMT TO � LOCATION \OCA ON PERMIT GRANTED 19 ArP OVFD INSPECTOR OF BUILDINGS Yw nS - • s t I c PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON aTREaT, 3RDFLOOR t(U&N.MA 01 B70 T[L. (976)74B 595 EXT.360 FAx (979) 740o-isi4o STANLEY J. UBOVKZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40.S34,I aclmowledge that as a candid n of Building Permit g_ .all debris resulting from do conomcbm actiyty governed by. this Building Permit sW be disposed of in a properly licensed solid-wade disposai facility, as defined by MGL c m SS1SOA. The debris will be disposed of at: 6rk,9 ,q 14,q,2 Location of Facility Sigoanue of Pemrit Applicant Dace (PLBASE ma C EARL Name of Pemlit Applicant Fnm Nsm/q if any Addieas,city a state The above statute regmm that debris fiom the demolition, renovation,rehab or other alteration of baildiog or sMwtum be disposed in a properly-licensed solid-waate disposal facility as defined by MM cA S150A,and the building permits or lieeoep=to indicate the location of the fimlity. r ©TY OF SALEM BUILDING DEPARTMW HOI&OWNEK LICENSE EXWn0" . Pkue� • DA )W LOCATION 1 S G�r „r✓ �12� % TaER1ONs / F'M&r MAIL=ADDRM,_„ The eavrsmt.exrapdm cf-bmnwwqcrl-was e w bzbmk owmr-OF=Pkd dwell6p afTwo Uniu a Im ad to a11ow loch homeownas to=Wp as Whidu0 ioe bats vrko doa sot paves a uccnm pvv; ed dm do wowed sb mrwviom DEF24TIONOFHCNMOWNM Pcrsoo(j)who owns a parcel of WW as wW&behbc asides a buends to usida.m these k,Of k buaA@d w bq a one a two bmty dwcgn&am6W a dtowb d st vCWu 8 7 to task m UWN farm a n caoea.A pmen wbo eonstroets uwm tbas a=horns k a twayear POW AM aot be wasidu d a bosrsowsa. Sock`lwmeow•td s8&nkstit to the BtuDdl4 OJLrid. �*4 Bm7diag Odu d,do ke fga be asp=&k to all m b woek pafamoda Ma tmdaaip W'boummud'mums reaponsibft for cornpliwm wuh IN State bub t!Code d other appgabk foes by-kwa,ruler smd ro=olad=a The adamprd-Mmwwne=mfm that kehhe mdasiands the Cipr of Um Hallam DWwuaft. minimms inspection pmadma and nq*c s m and that blshe wW=qo wl&said pmoedwa d rmpbmcm HOMEOWMMI SIGNATURE APPROVAL Of BVIIDAtG II�SPECfOR See caber side fa=a code f HOMEOWNER'S EXEM UON The code sates that 'arq Itomeowm perfonabns-iv*for whid a buDdias pnsdt b nq*W dd to �wempt yo®thc pra'iiwns of Ibis scnion(Senior 7fl�.L1-13aasios d Comsnsvctiom Eoperdaes�: pmvidcd d m is a bameowsm eap=n i pesam(s)fos bbt io do.swb wady.tbn rit&bo®eowaa tdoit uaI as supavLat:' Mmy bcmmwmu wbo mt tbis c mmpdao nc imaw w tbss they nt" ms bd tie& t 2biD1lq a" sups vim(see Appcsdia Q,Roles and 7tegwiaifoa for 13ecoslas C morocdm Stcpenbom Scales .3.71)6 M la&d xwaseews olkn scsahs in sedow problems.pwcala w'bea the 6oneoaM-bbw aalTarneQ pcncma In ibis case yaw Bald cwvm p mecd spbo*A musaated pafoo n itwiod0 WO liaased Sapenisa. Tre boweowma slims as superwbM r mglaote�fsw To cusmt Om the hmaeowna Is fully aware of uoha•respomriblodes.snug ao:m Mm iagrbe.m re of do pawl{applicadoss fts the bcrosowaa ccn*tbm balsht mdastamda do nspmsbmn de mgavbm Yoo may case to arnoW and adopt tro&a form/ocrdfiodam In ttae is yoor Coat®Iw , I —1 - 1 -i--� -_..-_.� _-I - - F- � -- - --� �_--�— --�—F� � -1-- _I —{-�._-�---�--� {-—}_ - I 7— .. ._ -'�- �.�,:- c-y' 7'` -�rl`. a J�✓ ; !�,1<fl.�' , � � -�— �{c� � �/"F1 i m vf9. K�.,,''-F b'('�� I 1 ,,� I �_- � � ' I �- �— + I i I - I _ .__� - - ' -. �-... I _ _ �� Yai•'. {_- ___ �-w•_ -� L_ �B i� I } � I i . -- - _ r I �}FrAM r� Lj i I i II - t a- T--- � 1 - ..s..ew-:.w...p. SONOTUBES WITH. 'BIGFOOY FOOTINGS MIN. 4' BELOW FINISH i �p GRADE, ON NATURAL SOIL ----------------- i i Genwel Net.and Spedecaaone Based on the criteria from the 6th edition of the Massachusetts State Building Code. 1. Structural a. Design Leads - 1. Floor and Living Space 40p.a.f. live/10p.s.f. 2. Floor and Sleeping 40p.s.f. Ifve/10p.s1. 3. Roof 30p.s.f. IWe/10p.s.f. 4. Decks 80p.af. live/10p.s.f. b. Allowable Deflection (floor) 1. With Gypsum ceiling below 1/360 FOUNDATIO 2. No gypsum ceiling below 1/240 c. Soil Bearing capacity 2000p.s.f. Note: Design loads and site conditions should be verified with local building codes and officials. Special conditions such as seismle, new, wind or hydrostatic loading may require professional review. Structural Design not included within the scope of these drawings. 2. Concrete a. Slabs on grade 3000p.s.l. (28 days) on 4' sand or grovel fill with 6x6 p10 wire mesh. b. Fa�mdation walls and footings - 3500p.s.l. (28 day strength). a. Pu In clean dry excavated locations, free from slat water, water, freezing conditions etc. d. if concrete is to be poured in water or wet conditions contractor to provide suitable mix with additives and methods by which concrete when placed is maintained in a state such connote shall reach Its full strength. Found'otlons a. Footings shall be placed on undisturbed or engineered fill to depth required by local building codes and dry conditions, but in no case less than 4 feet below grade. b. Repair existing block walls, replace block with new units same strength and thickness. c. Domproofing (basements) - two coats of asphalt coating compound. d. Waterproofing (habitable spaces below grade) - two ply hot mopped felt membrane wolerprooflng or equal. e. Foundation Drain - Install a 6" perforated drain tile at perimeter of 18" coarse stone or gravel. Slope tile 3/8' per foot to point of discharge. f. Termite protection - as required by local codes. g. Anchor Bolts - 1/V x 15" long anchor bolts ®4'-0" 4. Structural Steel a. All structural steel shall meet ASTM A-36 b. There is no structural else outlined on these drawings of the present time, if changes are made and steel is incorporated the contractor shall secure proper design for such members. Miscellaneous Members a. Thin wall steel stud framing shall be 12 gouge press formed pieces and be compatible with standard wood sizes. In the event structural members, all shall be bearing wall type, Interior studs nonbeoring shall be 18 gauge members. 5. Carpentry All members outlined on the working drawings are V'S and micro lam structural members, sizes are as outlined on the drawings. Use these member sizes, the outline for specs below is for when dimensioned members era considered. o. Framing Dimensioned Lumber Only 1. Studs No. 3 'Stud"grade 2. Joists and rafters - E = 1,000,OOOp.s.l. / Fb = 750p.e.l. 3. Beams and Girders - E 1,200,000p.s.l. / Fib 1050p.s.l. 4. Stair Stringers - No. 1 Grade 5. Unless otherwise noted provide a. Double header joists and trimmers ®all floor openings b. Double Joists under all parallel partitions c. 1x3 cross bridging 0 each Joist bay b. Floor construction 1. General Floors - 5/8' plywood (C-D 32/16 INT-APA w/ext. glue) under 1/2" plywood (underpayment INT APA) with building paper between. 2. Bath and Toilet areas - Use water resistant plywood (underpayment) C-C plugged ExT - APA, Add 1/4" wonderboard all both and toliet floors. _. c. Exterior Sheathing. ??al?Nq?0d???? -1 1. Walls - 5/8' plys'ood (C-D 24/0 INT-APA w/ext. glue). Glue end screw all plywood with goly. screws as outlined on working drawing9s Ufa sat. _ _. 2. Roof- 5/a. plywood (C-0 24/0 INT-APA w/ext. glue). Use simspon type A35 at all rafter to plate connections. Glue and screw all plywood with galy. screws as outllned on working_drawings this set. d Interior Finish - - - - - --- 1. General - Unless otherwise Indicated, all Interior walls and callings are to be covered with 15/8' blue board and skim coat plaster, with metal comer reinforcing, taped and sanded. 2. Bath and Toilet areas - Use water resistant gypsum board or cement board. e. Miscellaneous Otherwise noted provide: 1. ineutation R-15 all exterior walls R-30 in floors over unheated spaces R-30 In Cathedral ceilings attached directly to roof. _ R-30 in top floor ceilings .��2. Vapor 8arriers-Install a 4mil. polyethylene vapor barrier on the warm side of all insulation. 3. Glass - Double Insulating glass ( use triple glazing If codes require additional resistance) at all exterior glass areas and tempered glass In all sliding gloss Floors and windows less than 30" above the floor. Check local codes for glazing requirements 4. Ventilate attic spaces per new 6th. edition of building code. 5. Supply and install to codes all smoke and heat detectors. 6. R values are based on 12%max. of glass area for wall square footage. 7. Asphalt shingles as selected by owner. 6. Kitchen equipment and cabinets to selected by owner. All bath and occessodes shall be selected by owner with model numbers selected by owner. All mechanled elements shall also be selected by owner. General requirement, contractor to be responslde For oil reviews of drawings prior to final biding and during construction, any discrepancies of from these drawings to site conditions or the f1haL Intent of the owner shall be the requirement of the contractor to resolve, no back charges shall be accepted by this architect.