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DICKSON MEMORIAL CHAPEL 1 t. ,«R A Lw , y The Commonwealth of Massachusetts Department of Public Safety Ca Massachusetts State Building Code(780 Cl'6Hd)l FEB 2 A 'D 21 Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) (� Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 57 Qe-u6 sTP-6�-T SfrLkm O19'7-b ►cr.sau Me•md¢ARL CPw-Q2A No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building'( Repair IX I Alteration ❑ Addition❑ I Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ 1 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No S� Brief Description of Proposed Work: V SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): wee SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) 1 /S06 /S-CFv Total Area(sq.ft.)and Total Height(ft.) 56 /00 SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional 1-1❑ I-2❑ 1-3❑ I-4❑ M: Mercantile❑ R: Residential R--10 R-2❑ R-3❑ R-4❑ S: Storage S-1❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Permit: Debris Removal: Water Su ply: Flood Zone Information: Sewage Disposal: Licensed Disposal Sit Public; Check if outside Flood Zone�f Indicate municipal A trench will not be P requiredWor trench or specify: Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable Is Structure within airport(pproach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or NYe§V No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code:_Q Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: y Special Stipulations: 2 G,Q . 1 SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here❑and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor (! "o 6&.L . Cars-�Y V C5- J'y_) ��o s p— Com Name Name of Person Responsible for Construction License No. and Type if Applicable 2� X1.1 e� S� • Vie, �} �.Q��.�� �!�- O 1�'t 6 O Street Address City/Town State Zip Telephone No.(business) Telephone No. celle-mail address SECTION 11:W�WI'1Z5'LC I\1P1 NSAI JON INSL1IZ!\N ,I.Ai II)AA I;I (M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes❑ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ (contact municipality)and write check number here SECTION 13:SIGNATU OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under t ins and penalties of perjury that all of the information contained in this ap�ation is true and accurate R bes my ledge and understanding. ¢ "Date Pleasepri jdsignnaxpTitle Telephone No. �C 11,, O ��i�Z' _�j� Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date Dickson Memorial Chapel - Greenlawn Cemetary BID SET 11/18/2016 57 Orne St. Salem, MA 01970 OOMDITiS,,.Q 1 t erMIMC OO t� �Yi f i'. xc Sheet List Sheet Number Sheet Name A0.1 Site Logistics and General Notes A1.0 Roof Plan A1.1 Ground Floor Plan A2.0 North Elevation N.! A2.1 East Elevation A2.2 South Elevation I A3.0 Building Section ��`• ._ r' A4.0 Rose Window A4.1 Rose Window A4.2 Rose Window Details A5.0 Gutter Details '! �y a S1.0 Basement and Ground Level Structural Repairs r a McGinley Kalsow Structures North 9®®® - ® & Associates, Inc. " 60 Washington street Satre 401 • ARCHITECTS&PRESERVATION PLANNERS Salem.MA 01970-3517 3z4 Broadway – PO Box 45248 T.978.745.6817 F.978.745.6067 Somerville,MA 02145-2803 www.smmmms- rih.— DOMDIiq'Q GENERAL NOTES, 1.Ported the publo a at Was from poMMlal consIMS on hazards. •' � .P 2.Sacue aW contra ecce.-to wodc area. n _ Pn 3.The Milting Nil W uw Lsmae ark dosed to Me puMk dukq the«qad. O 0.The Corereo«.hep ba respmabla for mYrhakinp a—hertgM sM arure buidnp Y el time.. 5.Th.corraclpr MY vl.h Me ek.and Moagliy—ins rk bacons ferrilar Ad-sai.tirp pfsy.11r[DDS' cordioon.Moak dievery.rk removal of maeriY.l ark from Ms silo.Note Mat M.Soo tes fo Norlc veil be mabblad to ft area al—on Mia dreem, 6.v oe—bed n amw dr-setp.«.pecihcatbn and I S ooraiv part-1 Ml-cmtraa _ DICKSON CHAPEL 7.Field timen.imNs rk dknm.imY aa«m,eti«,"11 b.the r.,—ib.ly of M.C—or. 57 ORNE STREET 6.Sections rk dehlh appy to al synir c«kiliona uhesa olt.rrhs molded. y." S.R.—ry eamapa fo bailing«.he wed dueq con.baobm to ha oorkhion fOo,to Me Start $M ebnaauegpn. � Y 10 Ccrhrol mit".Conlain all dor snd Mg*depose of M consbacrm debris. a U 11.Do M erwh Me«awkps.r«hicel detwakvr are mim akV from Me U,*e1r s coraad Me a NUil.ct for 12.Corroder wi M have ecce..b-Yr m.ft. �S ` F 4 13.Cadactpr ell have acerao etialnp«aYtrr for Powr,rk Nig rM M cn.ped b pmw asap..R th.cmtr.ce«rwe.oder nr pa.+r.M.c«r.d«am w r..pon.bl.r«a.oti t ....o..vdM inal.iSddbmd elesdom!wkng,ndkrq—W dry temp«ry electrical 1' 6J Mork. W y{ �"C'A A T •�,.� !, 'raw'y.." � 10.Alknved Nal haute will be 7AM-SPM.Mmdw bough Friary.BNM-5 PM m SYuday Iby 7�' F� ,+ m fi ; $1 4� O apaciel-.V--NOR!,oesni No Nal m Sundry.Tho carlb'ada may be asked to Wada Nal ,, 1 .r. 2 ; .l:i '�, Y 7 0 f«f—sh,Y up.tioabb 4 16 At Me compbhon d al Nal.dr CaMncl«.lull mmove M wneb,dan dsbd.aM malxiel rk 'T 2 �"f rep.-drnaW wad to Me she dump oan.buatlm. '^,? S}7' Rt:/y V g a- 16.SWmM•ful shad.nnpl.al N vlabb{aoduc4 M rwbw rk approval prl«to Ma ctrl d $ { aN „# 4 M A .11 V1 fabrlpalon«-Mal- 17. ,. , ,. 17.Rprala f«Nf«matl«I'RFN ars a mm�Y ark s oM P�YIM camtmclbn Proc.sa.h rdnmv n RFI,Me Cmlraour.hall Yw wdmh a 1—metWed deWI«a.Mkal.Th. Centrad«.hal aha ft oor tCmbad«lash Met Ms rec«nm.rkw dalN«wkabn i.. 1 pM.roposal ir,oa...lo veeredee 16 MYriY.r.Mreo to m&M sVe and detail w rlae u,Mrpt ea ad as mss%Wives Nal is d.—b.daTh e Yr W'«•r.phcam.a-m.contra,,«WIremove rM hp.rytiWo.edsahtlrp f y .yi Date: 11/18/2016 59 N �M Drawn BY: JMC 8� C LOCUS PLAN review By:wCK i"°`m 'i �.✓ .�"r:F'' n x h ''>,,'r 0� Y k Project No: 1778 McGinley Kalsow n. + M1"w•47' - W, &A6soctates,mc. m.balaaanON—its dy }s s e g M1}nrwNd...ay .v '� O © P s oim er�:dliiy..Penn ao i6i2ais CJ.1'a "S C 617621.9.1-vert 4 � yj - -0 q :. y J.,' moginlgkdaw.can Sir 'NNX. Site Logistics and * General Notes `T �AndhMGbia & �,� ,e as ��' F rl«r6r6rt No. P..bbdy ..M. Site Plan-Greenlawn Cemetary AO. 1 OON D IL(,.Q ^ P� i o BIMINE p0t� G� U `�7 � o ALTERNATE#1: O y REINSTALL EAST GABLE STONE FINIAL (SEE STRUCTURAL DRAWINGS) U O Date: 11/18/2016 —.__ - - Scale: 1/4"=1'-0" Drawn By: JMC Reviewed By:WCK Project No: 1778 1 1 2 1 1 A5.0 A5.0 A5.0 A5.0 A5.0 ®McGinley Kalsow 8:Associates,I,,. ucxnlns soNUN4Iwx nAxXFN i ---- — --- ----------------------- t7 "IMI.PO B 21 45Somer . MA OZ�49 617625.8%1-www.mcgiNeykalww.wn Roof Plan ALTERNATE 92: NEW COPPER GUTTER ROOF P'an ASSOCIATED OOFINGAND 1 11/4 1'�0" No. A1.0 DDNDIit BASE BID: �� ,'Q• NEW COPPER COLORED ALUMINIUM D.S.AND 12"(W)X 18"(L)CONCRETEa SPLASH BLOCK i . 150 r^ U 0 0 v� �. Date: 11/18/2016 Scale: 1/4"=1'-0" BASE BID: Drawn By: ]MC REPLACEMENT ROSE WINDOW Reviewed By:WCK OTO REPLICATE EXISTING Project No: 1778 �MeGinle aKalsow "r e BASE BID: �'. �^'A .:+-� .}�'^ `+•'3':.' Axm[nex wsivc. NEW COPPER COLORED iw ALUMINIUM D.S.ANDw sa4 B...d—y,P.O.Bv.45248 12"(W)X 18"(L)CONCRETE ° s o m.[. i i.. M A o z i 4 s SPLASH BLOCK ", `. 617,6258%1 «.w.nKemirym.� LEI Ground Floor Plan -AT Ground Floor Plan CE EX D.S.WI T 1 NNO. COPP R COLORED A UMINIIUM D.S.AND 12"(W)X 18"(L) CONCRETE SPLASH BLOCK A 1. 1 OOND11 O' ALTERNATE#1: REINSTALL EAST GABLE STONE FINIAL n (SEE STRUCTURAL DRAWINGS) 5 0 � r w , r ��QrMINC OOr' �— REPLACE 10 MISSING SLATE ROOF TILES V (SEE DTL 2/A2.1) � o d N o U 0 o Date: 11/18/2016 Scale: 1/4"=1'-0" Drawn By: JMC 0 0 o Reviewed By:WCK 0 0 0 Project No: 1778 D o o a D o a D o a ®McGinley Kalsow w� O &Aasocratea,r pw� ",. uxx,lrrs�nsuxanax uxxns s o aroxawxy,e0 B. 45248 Somerville, MA 01115 617.615.6901 www.mcpNgWaow.00m North Elevation North Elevation BASE BID: No. 1/4 =1 r-Orr NEW COPPER COLORED ALUMINIUM D.S.AND 12"(W)X 18"(L)CONCRETE SPLASH BLOCK A2.0 /^ w O `�ooNon��Q ALTERNATEL BASE BID: a a REINSTALL EAST GABLE STONE FINIAL NEW ROSE WINDOW TO s y r (SEE STRUCTURAL DRAWINGS) REPLICATE EXISTING WITH ±$" ��Q2MINC Co+r VENTED PROTECTIVE GLAZING 1/2' +3" U EXISTING FIELD 2 SLATE Aa.t 20 OZ.COPPER o BABBIE 2 NAILS PER o U SLATE o �; OQ REPLACEMENT O SLATE Q 'n CZ OO 2 Slate Replacement Detail 1/2"=1'-0" J Aa., Date: 11/18/2016 Scale: By: As indicated Drawn JMC Reviewed By:WCK )j�`-��(� Project No: 1778 El El EJ �J rcGinley Kalsow J Associates,249 xNxmmxmmsnx3rox worms 321 Br oxdwey,P0.Box EJ 0 Somerville, MA 02 2 1 1 4 d 53 617623.6901-www.ncgiNrykdaow.mm East Elevation East Elevation No. 1 1/4..=1 r_0rr A2. 1 �pONOBiq,, ALTERNATE M: Q REINSTALL EAST GABLE STONE FINIAL (SEE STRUCTURAL DRAWINGS) „ ^ e � _ c p�644BBM[DOr' ALTERNATE 02: NEW COPPER GUTTER AND ASSOCIATED ROOFING REPLACE 10 MISSING ALTERNATE#2: SLATE ROOF TILES NEW COPPER GUTTER AND (SEE DTL 2/A2.1) U ASSOCIATED ROOFING p o � o U >~ 6 t t t t vpy y A5.0 A5.0 A5.0 A5.0 U ALTERNATE#2: ------------------------ ------- ------------------------------------------ ----- i n REPLACE EXISTING D.S.WITH 2 NEW COPPER COLORED REMOVE AND RESET 31 5'-4"EX PROFILED CORNICE BAND ALUMINIUM D.S.AND 12"(W)X A5.0 COURSES OF SLATE 18"(L)CONCRETE SPLASH BLOCK 1 5' 4" ='f�----- ---- ----------------------------- — i Date: 11/18/2016 ��� �O� Scale: 1/4 .._1-0, " Drawn By: JMC Reviewed By:WCK Project No: 1778 ®McGinley Kalsow 8:Associates,r... urcx un,1.0,mm 41,1158 824 aro xdwxy PO Box 45248 Somerville, Wi 0-- 6176756901•www.ircginlrykYwwoom South Elevation �South Elevation No. �,Orr BASE BID: ANEWC COPPER NEW COPPER COLORED ALUMINIUM REPLACE EXISTING D.S.WITH NEW COPPER ,� ^�2 ^ L D.S.AND 12"(W)X 18"(L)CONCRETE COLORED ALUMINIUM D.S.AND 12"(V)X 18"(L) L� / SPLASH BLOCK CONCRETE SPLASH BLOCK LLL �ooNoli4�, ALTERNATE#1: 4'e REINSTALL EAST GABLE STONE FINIAL f Ott (SEE STRUCTURAL DRAWINGS) dXg y .• tr tm°U �( 4� ZA za. r U o ani E; A BASE BID: REPLACEMENT ROSE WINDOW TO REPLICATE EXISTING Li �qF r,. O O Date: 11/18/2016 x4. Scale: 1/4"=1'-01• Drawn By: IMC Reviewed By:WCK Project No: 1778 O ®McGinley @ Associates.45leo. XX[MRRIe PXF5FMX1eXMMRR6 120 Bro•dwny,PO.BOB—X 05218 Somerville, MA 02105 .76 IJ 6258901-wnw.mcpnlgkelvw.can FUR Building Section 777 , k: 4 a BuildingSection A3.0 n *� w EW 1 1/2"DIA MIDG a OLIVER SET IN SEALAN •'►tcyMiM�oo��1r ALL EX LEADING AT STAINED GLASS TO BE RE- LEADED AND REINSTALLED yp, NEW WOOD m STRUCTURE U NEW FLAT WOOD TRIM p o v REPLACEMENT METAL SUPPORT BAR NEW PROFILED o U SALVAGE AND WOOD TRIM REUSE ORIGINAL >~ qqq INTERIOR WOOD vp NEW VENTILATION HOLES TRACERY AND TRIM UEf TO ALL SECTIONS OF Q GLASS THROUGH WOOD STRUCTURE / Date: 11/18/2016 Scale: 1"=P-0" Drawn By: IMC Reviewed By:WCK Project No: 1778 NEW 3/16"CLEAR TEMPERED PROTECTIVE GLAZING ®McGinley t .si., ucxnEcrs 9 m5nxa5nox nAxrxu 524 8,o.ewxy,ro.so.45249 Somery ills, MA 02145 617625!901-www.mcginleykWow.own EW 1 1/2"DIA MIDG NOTE: OLIVER SET IN SEALA EXTERIOR WOOD TRACERY PROFILE Rose Window DIFFERS SLIGHTLY FROM INTERIOR MER] WOOD TRACERY PROFILE No. Rose Window Isometric A4.0 PROVIDE AND INSTALL ICE AND WATER PROVIDE AND INSTALL(2)MIDGET ooMonq SHIELD TO WINDOW SASH AT TOP HALF LOUVERS REGULAR SERIES 1 1/2"DIA. NEW P.T. (BROWN FINISH,STANDARD COLLAR SOLID +� SET IN SEALANT)IN PROTECTIVEfUl BLOCKING n REPLACE ALL EXTERIOR GLAZING,AT TOP AND(2)AT BOTTOM WOOD COMPONENTS, OF ROSE WINDOW.TRIM,AND TRACERY REPLACEMENT 3/16"CLEARPROTECTIVE GLAZING IN4" GLAZING PUTTY(PAINT TOMATCH FRAME COLOR) _TA4.2 " ALL EX LEADEDGLASS TO BE RE-LEADED ANDC t�� REINSTALLED o � 0'-3 7/8" y rn " o U SALVAGE AND REUSE EX INTERIOR O WOOD TRACERY AND TRIM U_ O REISTALL EX METAL Q SUPPORT BAR C 3 — 2'-61/4" 00 REPLACEMENT ° to A4.2 WOOD EXTERIOR ;0 2 AND STRUCTURAL A4.2 4 COMPONENTS OF A4.2 ROSE WINDOW PROVIDE AND Date: 11/18/2016 ` INSTALL NEW 3/16" Scale: 1"=1'-0" CLEAR TEMPERED 0'-37/8" Drawn By. JMC PROTECTIVE Reviewed By:WCK GLAZING(VENTED) Project No: 1778 2 A4.2 EX BROWNSTONE TRIM #4 LEAD FLASHING AT V-5 12" McGinley® ham.�u«•al•sM„o«w BOTTOM HALF OF FRAME „ � 41 O 1/2"DIA. S..e .d...Y..PM A1 021245 DRILLED NEW P.T. 6176258901-—ed�kslsm— SOLID VENT HOLES BLOCKING 0'-33/4" EXISTING BROWNSTONE TRIM TO REMAIN Rose Window 2 A4,1 PROVIDE AND INSTALL ICE AND IrNT " WATER SHIELD AND#4 LEAD 5 FLASHING AT SILL THROUGH NO. A4.2 FRAME ON BOTTOM HALF ONLY NEW P.T.BLOCKING Rose Window Section A4. 1 Rose Window Exterior Elevation AT ENTIRE PERIMETER 2 1 11=1'-0" °od4o5t 0'-1 3/4" 0'-2" NOTE: a-07/8" 0'-07/8" STAGGER JOINTS OF PROFILED TRIM,FLATTRIM,AND a NO LESS TOALWAYS VERLAPS •A�CjM9ac°°�'r NO LESS THAN 1' THAN 1" 3/16"CLEAR EQ EQ EQ v 1/2"DIA.DRILLED TEMPERED GLAZING VENT HOLE SET IN GLAZING 1/2"DIA.DRILLED COMPOUND VENT HOLE NEW STRUCTURE NEW PROFILED —5/8"PUTTY TYP. MAHOGANY TRIM 0 r--- — — 0'-13/4" V PROVIDE AND INSTALL ICE AND WATER SHIELDTO I SALVAGE AND WINDOW SASH AT TOP REUSE ORIGINAL e O HALF DURING SHOP INTERIOR WOOD NEW FLAT TRIM ASSEMBLY TRACERY AND TRIM Q N 1/8"SHIMS c R1/8"SHIMS SALVAGE AND NEW STRUCTURE U NEW 2x PRESSURE REUSE ORIGINAL TREATED LAMINATED BACK PUTTY ALL 3/16" INTERIOR WOOD O ami co BLOCKING CLEAR TEMPERED GLAZING TRACERY AND TRIM INT EXT INT EXT A r-- INT EXT Rose Window Head Detailr,-, Mullion Section 1 3 Mullion Section 2 Date: 11/18/2016 1/2"DRILLEDSALVAGE AND REUSE Scale: 3"=1'A" 3 VENT HOLES ORIGINAL INTERIOR WOOD Drawn By: JMC A4.2 TRACERY AND TRIM Reviewed By:WCK Project No: 1778 SHOP ASSEMBLE FIELD ASSEMBLE NEW 1 1/2"DIA MIDGET LOWER SET IN SEALANT McGinley Kalsow PROVIDE AND INSTALL ICE AND WATER BACK PUTTY ALL 3/16" ®�Aasoc2ates ioc. uwAs racy.als w SHIELD TO BOTTOM HALF OF ROSE WINDOW CLEAR TEMPERED 124 B,,,d,,y,PO B-45248 GLAZING some.+iia MA 02145 i PROVIDE AND INSTALL 4 LB LEAD 6176258901-awam pnI yWnv.wm FLASHING SET IN BED OF SEALANT TO 1B"SHIMS i BOTTOM HALF OF ROSE WINDOW i NEW PRESSURE TREATED LAMINATED Rose Window BLOCKING,FILL ALL VOIDS IN BLOCK ON INT \ — — EXT Details BOTTOM 1/4 OF WINDOW ASSEMBLY WITH EPDXY __Z _ _ 1/2"DRILLED 1/4"OVERLAP VENT HOLES INSTALL ALL COVE TRIM No. DURING FIELD ASSEMBLY ^/ 3"=1 V-0' 3"=1'-0„ Mullion Elevation 5 Rose Window Sill Detail IN BED OF SEALANT A4.2 4 DDNDIiq,+Qi >< it w s ipa � J p� p�p�0 �• �, GOJ4� V (2)2 1/2"x#10 BRASS (2)21/2"x#10 BRASS 1/8"x 1"TWISTED ,j SCREWS AT EVERY 1/8"x 1"TWISTED ,j SCREWS AT EVERY O o �. STRAP,FASTEN INTO STRAP,FASTEN INTO COPPER BAR HANGERS ,/ COPPER BAR HANGERS �/ RAFTERS AT EVERY RAFTER ,G. RAFTERS AT EVERY RAFTER P,G y 0P �� 2"WIDE COPPER STRAPS AT m �/ 2"WIDE COPPER STRAPS AT U 12"O.C.TO SUPPORT GUTTER ,/ 12"O.C.TO SUPPORT GUTTER O d m 1/4"x 1"CONTINUOUS 1/4"COPPER V STARTING 1/4"x 1"CONTINUOUS ,� 1/4"COPPER V STARTING cy� Lr COPPER BAR W/1/4" / STRIP FOR SLATE COPPER BAR W/1/4" /�/ STRIP FOR SLATE U y BRASS BOLT ATBRASS BOLT AT EACH STRAP Ir H.T.ICE AND WATER EACH STRAP ,I H.T.ICE AND WATERSHIELD Q ROSIN SHIELD AND ROSIN UNDER ALL COPPER APER UNDER ALL COPPER APER I � REPLACEMENT 20oz I °D RAFTER REPLACEMENT 20 oz " RAFTER COPPER GUTTER. b COPPER GUTTER.MATCH I b MATCH GUTTER PROFILE GUTTER PROFILE ON I ON NORTH ELEVATION a NORTH ELEVATION v 9-43/*' Date: 11/18/2016 Scale: 3"=1'-0" Drawn By: JMC Reviewed By:WCK TACK SOLDER 0 1 1/4Project No: 1778 NEW 20 oz COPPER 1"AT 6"O.C. FLASHING WITH 12" HEMMED DRIP EDGE McGinley Kalsow NEW 20 oz COPPER 8 Associates ine. ucxnEm a vnessranox nwxwc EX BROWNSTONE FLASHING WITH 12" 324 B—d.ay.Po B-45248 CORNICE PROFILE HEMMED DRIP EDGE .7 zs eesi „':epi D2145 Gutter Details No. ALTERNATE#2 ALTERNATE#2 0 South Elevation Gutter Detail w/Band 2 South Elevation Gutter Detail w/o Band A5.0 3"= oowo�t•, • FINIAL f 3%2"x6V2" STEEL LINTELS BORATE—TREAT ALL /T 4'x10" REPLACE WITH (N) SOLID P EXISTING JOIST ENDS MATCHING GALVANIZED LEDGER AGAINST EXIST. STEEL UNDER ALT. J3 FDN—SEE DETAIL® FULLY BEDDED tfjyr�c oor'r /THIS SHEET MORTAR JOINT BASE 2"X4//2" STEEL LINTELS REPLACE WITH (N) (N) 3/a"x12" DIAMETER MATCHING GALVANIZED STAINLESS STEEL ROD N STEEL UNDER ALT. #3ADHESIVE—SET 6" INTO Q ADDITIONAL LEDGER RODS REQUIRED CORE DRILLED HOLES U IN UPPER AND LOWER V STONES A DETAIL 0 o 1'—O" (ALT #I) G RE—SET CITY—PROVIDED FINIAL U A70P WALL GABLE PEAK A �� (ABOVE) PER DETAIL®/ ADDITIONAL LEDGE THIS SHEET UNDER ALT. #1 RODS REQUIRE Structures North G;''7 J BORATE—TREAT ALL EXISTING JOIST ENDS EXIST. JOISTS 3"x12" ®17 O.0 EXIST. JOISTS BORATE—TREAT ALL Date: 11/18/16 _V2"xfi/2" STEEL LINTELS 3"x12" ®1�2" O.0 EXISTING JOIST ENDS tale: As Noted REPLACE WITH (N) Dawn By: SA,SB BORATE—TREAT ALL MATCHING GALVANIZED SOLID P/T 4"x10" LEDGER .""-.d 1, EXISTING JOIST ENDS STEEL UNDER ALT. #3 AGAINST EXIST. FDN—SEE EXIST. DETAIL®/THIS SHEET STONE FDN REPLACE EXISTING FAILED HIM. GAPS AT BO OMS OF EXIST. 3j4"0 x74"ADHESIVE ®McGinley Kalsow POINT OR GROUT JOINTS ALONG �2" SLATE SLAB WITH (N) JOISTS ANCHORS SP X24" K Assoc ate&tor. STONE BOUNDARIES OVER A .1/2" SLATE SLAB SET uam me wvw.m�nane N FULL MORTAR BED 24 arooa.or,P.O.B-452 REMOVABLE BACKER—ROD IN ORDER N GROUT GAPS e r.i i 14 MA 02 1 TO COMPLETELY SEAL AGAINST BETW. LEDGER WATER INFILTRATION & STONE FDN u-) c 8" MIN. Basement and GRIND DOWN I" OFF OF SUPPORTING TOP 4x 10 SOLID EMBEDMENT Ground Level FOUNDATION WALL SURFACE TO ALLOW FOR P/7 LEDGER Structural ADDITIONAL STONE SLAB THICKNESS 3/"0 04"ADHESIVE ANCHORS Repairs SP ®12", PROVIDE (3) ADD'L EGRADE LEVEL PLAN RODS ®4" O.C. EA. END OF S-1 3j6"_1'—O" WALL OP'GS NO. B DETAIL S1 .0