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25 WARD ST - BUILDING INSPECTION "W611 tl6TIDE fMA9 AD Af"OVED BY T44E JMBPJ:C=,PI>wlpR W A PRIEW'JIMING GRANTED l\\ CITY OF SALEM No. )� Dft a wad 2+onYq Dbblct Mr H. an is DNfMct9� Yu—No iaeatios of Is PMP@ft Localed in Corauva lon Ann? Ys No X Permit to:: StNLDINO PERMIT APPLICATION FOR: (Circle whichever apply) //gpa�n,g,��i,,,,�InsWding I Si . Construct Deck, Shed, Pool, �•rW Qe cmw— PLEASE FILL OUT LEGIBLY i COMPLETELY TO AVOID DELAYS W PROCESSM TO THE INSPECTOR OF BUILDINGS: '• The ndesignsd hereby applies for a permit to build aocorcLV.to the following, Owner's Name Gc,. P- v (kw Addreas & Phone l );,- f S3 r_� <1 R7R ) ?45 �ja7 Ark;hitekx's Name e+t.r&, ' fN o r-f-h Address A Phone (3n , J24. wp = Sfi 4 t 74S - S'�J7 Mechanics Name s Address & Phone s 2uer h(R (4 7$1 4 2z l`'f`f-'i w w a vm Pnm a cu~ goo,La evygcx l M6WW a ra WW Cri L / A 1QQA N a 11 11 1 ra how w.M WNW G WNW*"aura.to raw? �kc Afaeaaor , NO EtN mm ood /60 ( 0 C). M u="• am umm r C C 2 l 7 4 4 ao•a Iafro�e � Y1�/A°11T Soulure of Applicant STONED UNDER THE PENALTY OF PERJURY DESCRWnON OF WORIK.TO BE DONE P: 1 ttrucl-ut-O` -P'i rtQR till A. n t 6 4r i MAUL PERMIT TO: CUY�f G{ u } CrAA 5 a 7 431WUD JJW!!3d NOLLVWI ��n yve5h QL IBWA3d MM NOLLrollddr CITY OF SALEMV MASSACHUSETTS os* . PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MA 01970 TEL. (978)745-9595 EXT. 380 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40, S34,I acknowledge that as a condition of Building Permit# all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid-waste disposal facility,as defined by MGL c III,S 150A. The debris will be disposed of at: (A t-&I QNIs �QA,-r4 '��yLL "e- i'-Ic- Location of Facility 'f7-v r--rL*4, Signature of POrrilitAPPrIcant Date FULLY complete the following information: (PLEASE PRINT CLEARLY) Name of Permit Applicant ('a hm'OhO U Firm Name,i any 13� p St I Address, City& State (I 4—T— The above statute requires that debris from the demolition,renovation, rehab or other alteration of building or structure be disposed in a properly-licensed solid-waste disposal facility as defined by MGL cIII,S I50A, and the building permits or licenses are to indicate the location of the facility. AMIUM GENERAL NOTES ON A. GENERAL IT TEMPORARY SHORING AND BRACING: wnc n wn, 1. INTENT OF THE WORK IS THE REPLACEMENT OF DAMAGED MASONRY ON THE REAR FACE 1. PROVIDE AND INSTALL TEMPORARY SHORING DESIGNED TO SUPPORT THE TEMPORARY STRUCTURAL s„a.,... m vn>,s.emr OF 25 WARD STREET IN SALEM, MA. WORK SHALL INCLUDE THE REMOVAL AND RECONSTRUCTION LOADS OF THE SUPPORTED ITEMS. SUBMIT SHORING 'PRODUCTS, CONFIGURATION, PROCEDURE, OF ALL UNSOUND MASONRY WITHIN THE LIMITS OF WORK INDICATED ON THESE DRAWINGS AND DESIGN CALCULATIONS STAMPED BY A. MASSACHUSETTS REGISTERED PROFESSIONAL AND AS DETAILED HEREIN. ALL SHORING, BRACING, PROTECTION, REMOVAL AND REPLACEMENT ENGINEER TO THE ENGINEER FOR REVIEW. OF FINISHES, UTILITIES, FLASHING, WINDOWS, PAINTING, CARPETING AND OTHER RELATED WORK TI4AT IS NOT SPECIFICALLY DETAILIED OR INDICATED HEREIN BUT IS NECESSARY FOR 2. SHORING SHALL BE OF ANY MATERIAL WHICH IS SUITABLE FOR THE APPLICATION. TIMBER THE PROPER COMPLETION OF THE INDICATED WORK SHALL BE CONSIDERED INCIDENTAL SHORING SHALL BE FULLY DRIED AND ALL END GRAIN SHALL BE SEALED TO PREVENT TO THE INDICATED WORK AND THEREFORE INCLUDED IN THE BID PRICE. ABSORPTION OF WATER AND ASSOCIATED SWELLING. SHORING SHALL BE MADE STABLE, STIFF, AND SNUG FITTING SO AS NOT TO DEFLECT UNDER LOAD. PRE LOAD SUPPORTNU LLLMENTS CONTRACTOR SHALL SUBMIT A BASE BID AND TWO ALTERNATES (#I AND #2) TO THE LIMITS FOR SNUG FIT ONLY. SHORING SHALL DEFLECT NO MORE THAN THE GIVEN SPAN LENGTH INDICATED HEREIN, PLUS A UNIT COST PER SQUARE FOOT FOR 12" THICK BRICK WALL DIVIDED BY 600, RECONSTRUCTION. - 3. BEARING SURFACES OF SHORING SHALL BE REVIEWED WITH ARCHITECT IN FIELD AND SHALL 2. ALL WORK, SHALL COMPLY WITH THE FOLLOWING: PROVIDE FOR PROPER TRANSFER OF LOADS TO SUPPORTING AND SUPPORTED ELEMENTS. MASSAC14USE-TTS STATE BUILDING CODE, SIXTH EDITION C. MASONRY: _ LOCAL BUILDING CODE REQUIREMENTS ACT CODE 301, 315 1. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL WORK ON HISTORIC MASONRY: AWS STRUCTURAL WELDING CODE AISC SPECIFICATION FOR THE DESIGN, FABRICATION, ERECTION OF STRUCTURAL PORTLAND CEMENT: TYPE 1 WHITE AND/OR GRAY CEMENT SATISFYING ASTM C150 AND COMPLYING STEEL FOR BUILDINGS. WITH STAINING REQUIREMENTS OF ASTM C91 FOR NOT MORE THAN 0.03 PERCENT WATER SOLUBLE ALKALI. MORTAR SHALL SHOW NO EFFLORESCENCE WHEN CAST IN A 2" x 7" x!4" SLAB CONSISTING 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THAT OF RELATED TRADES. STRUCTURAL OF 1 PART OF THE CEMENT TO BE USED, 2 PARTS OTTAIJIA PLASTIC MORTAR SAND AND DISTILLED DRAWINGS SHALL BE USED IN CONJUNCTION EXISTING CONDITIONS DATA. WATER, AND SUBJECTED TO A 7 DAY "WICK TEST" CONFORMING TO ASTM C67. - 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL BE HYDRATED LIME: ASTM C207, TYPE S. - W co RESPONSIBLE FOR DIMENSIONAL COORDINATION NOTIFY THE ENGINEER OF ANY AND ALL FINE AGGREGATE / SAND: SAND FOR MORTAR AND GROUT SHALL BE ASTM C144 WASHED, TO DISCREPANCIES. MATCH SURROUNDING IN COLOR WHERE VISIBLE. SAND FOR SURFACE FILL. CLEAT:, �,NE SAND �y FREE OF SALTS. E,U 5. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL FOR CONCRETE AND MASONRY, STRUCTURAL -:1STEEL, MISCELLANEOUS STRUCTURAL PRODUCTS AND FABRICATIONS, AND MANUFACTURED WOOD, BRICK: RE-USED OR NEW AS NEEDED, OR ASTM C216, GRADE SW, LOW ABSORPTION. MINIMUM U] PRODUCTS. SUBMITTALS SHALL ALSO INCLUDE A MIX DESIGN FOR EACH TYPE OF MORTAR, GROUT, STRENGTH SHALL BE 8,000 PSI, MAXIMUM WATER ABSORPTION SHALL BE 8%. PRUVIDE NEW Cq AND CONCRETE, AND GROUTED ANCHOR PRODUCTS AND SYSTEMS. WORK SHALL BE DONE FROM BRICK ONLY AS REQUIRED IF EXISTING UNITS CANNOT BE SALVAGED, 70 MATCH SIZE AND APPROVED SUBMITTALS ONLY. SHAPE OF EXISTING SURROUNDING BRICK. COLOR SHALL BE ONE SHADE DARKER THAN THE ', EXISTING BRICK IN ITS PRESENT CONDITION. BRICK SHALL BE AS MANUFACTURED BY MORIN, 6. ALL DE7AJLS SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL SIMILAR CONDITIONS UNLESS BELDEN, OR GLENGERY, AVAILABLE THROUGH SPAULDING BRICK OF SOIMERVILLE, MA; OR k4--) OTHERWISE NOTED OR INDICATED. - EQUIVALENT. CQ F4:4 7. THE CONTRACTOR SHALL MAKE THE SITE AVAILABLE FOR INSPECTIONS OF STEEL, WOOD, STONE: INTACT, ON FRAGMENTED GRANITE SHARDS OF SMALL ANGULAR ORIENTATION AND SHAPE N CONCREr, AND MASONRY ELEMENTS TO MEET THE REQUIREMENTS OF THE MASSACHUSETTS TO FIT INTO GROUTED VOID SPACES AS FILLERS OR LARGE, HAND PLACED AGGREGATE. co STATE BUILDING CODE SIXTH ADDITION (780 CMR) ARTICLE 17. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK WHICH OTHERWISE CONCEALS ITEMS SCHEDULED FOR MORTAR MASONRY RECONSTRUCTION AND RE-POINTING NOT DIRECTLY EXPOSED TO WEATHER INSPECTION UNTIL INSPECTION HAS BEEN COMPLETED. - ASTM C270, TYPE N BUT AS MODIFIED AS FOLLOWS TO OBTAIN THE REQUIRED PHYSICAL PROPERTIES: 1 PART PORTLAND CEMENT, 1 PART TO 1.25 PARTS HYDRATED LIME. 6 PARTS B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SAND. MORTAR SHALL BE FORMULATED WITH AGGREGATE AND CEMENT (GRAY VS. WHITE) EMPLOYED ON THIS PROJECT, AND FOR ALL TEMPORARY BRACING, SUPPORT, AND PROTECTION BLEND TO MATCH THE COLOR AND TEXTURE OF THE EXISTING EXPOSED MORTAR, ANDR OF THE EXISTING STRUCTURE, INTERIOR SPACES AND OCCUPANTS. ANY SEQUENCES OF WORK ALL JOINT TOOLING SHALL MATCH THE SURROUDING WORK. A 24"-SQUARE TEST PANEL x3o OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT ONLY AS SHALL BE COMPLETED FOR REVIEW BY THE ENGINEER BEFORE STARTING RECONSTRUCTION oga _ ASSUMPTIONS ON WHICH THE DESIGN OF THE PERMANENT INSTALLATIONS WERE BASED AND ARE WORK, WHICH SHALL BE BASED UPON APPROVED PANEL. "ou TO BE CONSIDERED AS SUGGESTED OPTIONS FOR REVIEW BY THE CONTRACTOR. CEMEN7ITIOUS GROUT FOR CRACKS AND SPACES OF MINIMUM CLEAR DIMENSION OF Lf55 0 � 9. FOLLOWING REVIEW OF EXISTING CONDITIONS AND THE SCOPE OF WORK, THE CONTRACTOR THAN WATER AND CEMENT SLURRY WITH 6 GALLONS OF MIXING WATER PER BAG OF SHALL SUBMIT A WORK SCHEDULE AND KEEP THE ENGINEER ABREAST OF ALL PROGRESS AND THE CEMENT. ADD 19 GROUTING AID BY WEIGHT OF CEMENT. GROUT MIX SHALL BE DEMONSTRATED h y BEGINNING AND COMPLETION OF EACH PHASE OR ITEM OF WORK. BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN 750 PSI AND 1400 PSI AT 28 DAYS. a a 5 10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AND ALL ADJACENT STRUCTURES DURING ALL PHASES OF THE WORK, csnsxac.auras INCLUDING UNDERPINNING, AND SHALL CORRECT ANY DEFECTS OR DAMAGE WHICH RESULTS FROM HIS ACTIONS. S-1 p CEMENTITIOUS GROUT FOR CRACKS AND SPACES OF CLEAR DIMENSION BETWEEN Y" AND 2": PROVIDE X" UNDERLAYMENT OVER ALL STRUCTURAL WOOD PLANK AND PLYWOOD DECK hQ N FINE GROUT WITH FOLLOWING PROPORTIONS: 1 PART PORTLAND CEMENT, i PART HYDRATED SURFACES. LIME, AND 3 PARTS TO 5 PARTS FINE SAND TO SUIT APPLICATION. MINIMUM MIXING WATER - wA TO SUIT INJECTION OR GRAVITY PLACEMENT. ADD 1% GROUTING AID BY WEIGHT OF CEMENT. � WALL SHEATHING SHALL BE 3/a" COX PLYWOOD GLUED AND NAILED TO SUPPORTING GROUT MIX SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF FRAMING. n �� BETWEEN 750 PSI AND1400 PSI AT 28 DAYS. ALL SLEEPERS, SILLS, HAILERS, AND PLATES IN CONTACT WITH MASONRY OR CONCRETE CEMENTITIOUS GROUT FOR SPACES OF MINIMUM CLEAR DIMENSION OF MORE THAN 2" AND SHALL BE PRESSURE PRESERVATIVE TREATED SYP NO. 2 OR BETTER. FOR SETTING OF SHEAR STUDS IN CORED HOLES: COARSE GROUT WITH FOLLOWING PROPORTIONS: 1 PART PORTLAND CEMENT, 1 PART HYDRATED LIME, 3 PARTS SAND, AND UP TO 2 PARTS PEA GRAVEL. ADD i PERCENTAGE GROUTING AID BY WEIGHT OF CEMENT. GROUT 2. NAIL AL FRAMING AND PLYWOOD DECKING IN ACCORDANCE WITH THE MASSACHUSETTS MIXE SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN STATE BUILDING CODE AND INDUSTRY STANDARDS. 750 PSI AND 1400 PSI AT 28 DAYS. 3. ALL EXTERIOR AND LOAD BEARING WALL CONSTRUCTION SHALL BE 2z4 @ 16" O.C. COARSE AGGREGATE FOR GROUT: ASTM C 33, %" DIA. MINIMUM GRAVEL OR STONE. UNLESS OTHERWISE. PROVIDE AT LEAST THE EQUIVALENT NUMBER OF STANDARD SPACED STUDS DISPLACED FROM OPENING l'VIDTHS AS JACK STUDS ON SIDES OF OPENINGS. ANCHORING SYSTEM FOR STANDARD THREADED RODS: HILTI HIT "HY20" EPDXY INJECTION PROVIDE 10" MIN. HEADERS OF LSL IN NON—BEARING WALLS AND HEADERS OF LVL - SYSTEM FOR MASONRY (107H SCREEN TUBES) AS MANUFACTURED BY THE HILD IN BEARING WALLS OF DEPTH EQUIVALENT TO THAT OF FLOOR JOISTS. - CORPORATION OF TULS, OK. CHEMICAL CLEANING AGENT: 'SURECLEAN 600" AS MANUFACTURED BY PROSOCO CORP. 4. INSPECT ALL EXTING FRAMING AND REPORT ALL UNSOUND CONDITIONS TO THE ENGINEER. GROUTING AID: "INTERPLAST—N" EXPANDING / FLUIDIFYING GROUTING AID AS MANUFACTURED BY THE SIKA CORPORATION OF LYNDHURST, NJ. 5. INSPECT ALL FLOORING AND RE—FASTEN ALL LOOSE BOARDS WITH APPROVED 2" SCREWS. CRACK SEAL FOR CEMETITIOUS GROUT INJECTION: LIME CEMENT MORTAR TO STAY IN PLACE E. ELECTRICAL AND PLUMBING OR REMOVABLE CAULKING OR JUTE 1. TEMPRARILY REMOVE ALL PLUMBING AND ELECTRICAL UTILITIES THAT ARE WITHIN THE LIMITS 2. ALL "WET" WORK SHALL BE DONE AT AN AMBIENT TEMPERATURE OF 40 DEGREES F OR OF REMOVAL WORK AND RE—INSTALL THE SAME OR EQUIVALENT UTILITITES AS PART OF THE ABOVE. CONTRACTOR SHALL PROVIDE TE!MP.NC, .HEATING AND PROTECTION AS NECESSARY. RECONSTRUCTION WORK. W� 3. CONCRETE UNIT MASONRY UNITS SHALL BE ASTM C90, GRADE S, TYPE 1, STRUCTURAL 2. ALL REINSTALLED WORK SHALL MEET CURRENT APPICABLE CODES. IJ BRICK UNITS SHALL BE ASTM C216, GRADE MW, MINIMUM STRENGTH SHALL BE 8,000 PSI. - F. FINISHED CARPENTRY AND PAINTING - q 4. MORTAR FOR CONCRETE BLOCK AND NEW BRICK CONSTRUCTION SHALL BE ASTM 1. PROVIDE ALL FINISHED CARPENTRY AND MILLWORK AS INDICATED ON THE DRAWINGS OR AS C270, TYPE S. REQUIRED FOR COMPLETION OF THE WORK TO INCLUDE, BUT NOT TO BE LIMITED TO THE ", 5. GROUT SHALL BE 2500 PSI MIN, STRENGTH AT 28 DAYS. GROUT MIX SHALL BE SUBMITTED FOLLOWING: FOR REVIEW AND MINIMUM STRENGTH SHALL BE DEMONSTRATED BY TEST AT 28 DAYS. a. WINDOW SILLS AND ASSOCIATED TRIM TO MATCH EXISTING. - - Lo 6. MASONRY WALLS SHALL BE SET TRUE AND PLUMB IN ACCORDANCE WITH THE b. WOOD BASEBOARDS TO MATCH EXISTING. � w STRUCTURAL DRAWINGS. - c. SEALANT AND BACKING MATERIALS FOR JOINTS BETWEEN TRIMWORK AND ABUTTING SURFACES. 7. SOLIDLY GROUT FILL ALL CONCRETE UNIT MASONRY. d. CONTRACTOR SHALL SALVAGE ALL EXISTING WOOD BASEBOARD AND WINDOW TRIM'WORK. PROVIDE NEW TO MATCH EXISTING PROFILE AND DIMENSION AS REQUIRED. D. ROUGH CARPENTRY 2. THE WORK OF THIS SECTION IS INTENDED TO PROVIDE ALL WOOD—RELATED PRODUCTS THAT ARE EXPOSED TO VIEW AND ARE NOT SPECIFIED ELSEWHERE. COMPLY WITH ALL o i. PROVIDE THE FOLLOWING ROUGH CARPENTRY MATERIALS: APPLICABLE CODES, REGULATIONS, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. - mo CONVENTIONAL LUMBER STUD AND BUILT—UP POST FRAMING SHALL BE SPF NO.1 OR NO.2 i4o OR BETTER(NOT "STUD" GRADE). 3. PROVIDE MILLWORK COMPLYING WITH REQUIREMENTS OF AWI STANDARDS FOR PREMIUM GRADE. � Km PROVIDE SHOP DRAWINGS FOR FABRICATION AND INSTALLATION. �ou CONVENTIONAL LUMBER JOISTS, HEADERS, AND BEAMS SHALL BE SPF NOA OR NO.2. 4. PROVIDE FINISH GRADE MATERIAL FOR ALL MILLWORK FACES EXPOSED TO VIEW; IN SOME LOCATIONS THIS MAY REQUIRE THAT BOTH FACES OF A COMPONENT BE FINISH GRADE. FINISH ffm CONVENTIONAL LUMBER MEMBERS NOTED AS "P/T" AND/OR IN DIRECT CONTACT WITH EXTERIOR WOOD AS SPECIFIED; SEE SECTION 09900 — PAINTING. PROVIDE ALL HARDWARE INDICATED ORMASONRY OR CONCRETE, OR EXPOSED TO THE EXTERIOR ELEMENTS SHALL BE PRESSURE PRESUERVATIVE TREATED WITH CCA. EXTERIOR MASONRY OR CONCRETE IS DEFINED AS THATREQUIRED FOR A COMPLETE INSTALLATION. WHICH IS NOT HEATED OR PROTECTED FROM WEATHER ON ALL SIDES OR SURFACES. G. PAINTING TOP AND BOTTOM PLATES IN WALLS SHALL BE KILN DRIED. 1. WORK OF THIS SECTION INCLUDES, BUT IS NOT LIMITED TO, PAINTING AND FINISHING ALL cerrmw,horns EXPOSED SURFACES WITHIN THE LIMITS OF WORK, UNLESS OTHERWISE NOTED, INCLUDING ALL -- FLOOR DECKING SHALL BE 3/4" TONGUE—AND—GROOVE COX PLYWOOD GLUED AND NAILED TO EXISTING PAINTED AND FINISHED SURFACES. Or_ A SUPPORTING FRAMING. THICKER FLOOR DECKING SHALL BE USED WHERE NECESSARY TO J H MATCH EXISTING DECKING THICKNESS. LOCALLY REBUILD F if�ll�iStS UNSOUND MASONRY AROUND CORNER S13 h0&T!! BASE BID 21'-6"t ALTERNATE ALTERNATE 2 22' 6"t r - - BRACES INSTALLED TO TEMPORARILY STABILIZE WALL FLASHED JOINTS r Lu > � REPLACE 8" BRICK 17/ � � t 4" BRICK VENEER ON 2 WOOD STUD BACK—UP W1 WEPT CAVITY. FLOOR . . . - _..,-_::'.. .:, '. :-::...:.'.:-. - T�\i _ ' REPLACE 12" BRICK W/ a !+ 8" REINF. CMU* + 4" BF (BONDED V// FULL BRICK ;L\ um HEADERS ® 16"x24' O.C. (i OF 3) REPLACE OR REFLASH WINDOWS ❑ E-, PER SKA-1 — FLOOR i --- �1 --- ----J ul�ll Dz" Erzxl HxMX � w -- b ---- u -_----- r -- ---- ----- -- -I N FLOOR — - --a M----� --- ———— LEGEND o �o = RESET STONE LINTEL OR SILL moo = REBUILD BRICKWORK be,E c� 3 25 FM1ARD STREET - NORTH ELEVA E i TION (R NOTES: EAR) "CJ" = SELANT—FILLED CONTROL JOINT Q9 * OR KEEP EXIST. 8" BACK—UP IF SOUND o 0 5 PER ENGINEER'S APPROVAL IN FIELD. r..wa. scsvenon S-2 ST RUOTT RPM (2)2x10 CAP NAILER CR-13 PREFERRED 4" NOM, CONE. SEALANT SLOPE LCC LAP HIGH DENSFY B/�TT. INSULATION A _ 3/14 PL)'WOOD SHEATHING —PROVIDE FLASHING (26 GA.) 6 MIL. POLY VAPOR NEW 16# BLDG PAPER. TAPE / AND SEAL ALL JOINTS. VARIES — MATCH - DIFFUSION RETARDER / EXISTING NEW ROOFONG TO MATCH 2x4 STUD 3 OZ COPPER FABRIC EXISTING. LAP NEW ROOFING j" PLYI,✓OOD CONT. SEALANL 16" O.C. THRU WALL FLASHING. A MINIMUM OF 12" OVER / �" CWB J EXINSTING TO REMAIN. SS. WIRE TIES WEEP J0114TS OPEN LOCALLY REMOVE ON 16"x24" PATTERN MATCH EXIST. HEAD WEEPS 42" �REBUILD 8" BRICK SHEATHING & REPLACE BASE MOLDING O.C. EXTERIOR WALL 12" 4" NOM W"0 x6 LAG �* BRICK VENEER _ 8 LAP SCREV✓S @24" O.C. v / 75T COURSE "0 BOLTS P.T. CANT. STRIP. ABOVE FLOOR PAIRED BE1W. STUDS � (2)2x8 P/T NAILER V✓/REBUI � BRIICKLDEXTERIOR "0 ANCH. BOLTS E� WALL B 32" O.C. INTO GROUTED CMU CORES (� LOCALLT REMOVE i" AIRSPACE G"fJ�rd ^ULLY Cz� & REPLACE CEILING GROUTED CMU AS NECESSRY 3j4" PLYWOOD SHEATHING !" GWB— —PROVIDE NEW 76§. BLDG PAPER. TAPE AND SEAL Q NEW BATT. THERMAL ALL JOINTS. INSULATION (R VALUE =13.0)I TOOTH—BOND CMU �i TO WALL CONSTR. I SHORE _� EXIST. SOUND AS NEC. BRICKWORK TO 6 MIL. POLY VAPOR BARRIER REMAIN. ti 2x4 STUDS 1,{p,TCH ®76" O.C. EXISTING nSECTION THROUGH ROOF SECTION THROUGH TOP FLOOR S-7 1. - 1•-0" a�ho 0 �VCU h e a � SE o_q MWGH P F S-3 ST U(TU �S HOPH • • � [01691�A4�q L4C W tl�CN4 5}.' SYA(IIl GI.1 18 VM 111 ➢/SY.8>ISSMi / EXIST. FURRED GWB M"o6 w DR LE ANCH. �'0 x10 LG. ANCH. 6 MIL. POLY DRILLED & BLTS DRILLED & VAPOR BARRIER VAPOESIVE-SET 6" IN70 ADHESIVE-SET 6" INTO 2x4 STUDWALL 2x4 ST. BRICK WALL EXIST. BRICK WALL GWB @16" O.C. DENDYY/q" PLYWOOD SHEATHING. PROVIDE NEW 16F BLDG PLYWOOD SHEATHING. PAPER. TAPE & SEAL PROVIDE NEW 16 BLDG4" NOId. HIGH- / - ALL J 4"PAPER. TAPE & SEALDENSITY BATT / NEW 4" NOM. a/B" SEALANTJOIM ALL JOINTS. INSULATION BRICK VENEER W/ BARRIER ROD. 3/" PLYWOOD SHEATHING. WI SARRIER RODOINT COPPER CONTINUOUS ABRIC O HRU PROVIDE NEW 16# BLDG W/ BARRIER ROD. /z" GWB NEW 4" NOM. NEW 4" NOM. 6 MIL. POLY L WALL FLASHING BRICK VENEER PAPER. TAPE & SEAL BRICK VENEER VAPOR BARRiERI WEEP JOINTS @24" ALL JOINTS. O.C. (OR 2-0N. � PLAN AT EXIST. WALL PLAN AT EXIST. TVALL — — PER LINTEL) SURROUND �� � w CORNER INTERSECETOAT END INTERSECTI0_N ro MATCH Exisr. IRE-SET STONE LINTEL, W (2)2x6 (+X" PADDING) /�� 1" = 1'-0" HEADER W/ 2x4 ABOVE _ FILER CAVITY SOLID WITH & BELOW i" RIGID INSULATION TO C1� RE-SET EXIST. WINDOWS UNDERSIDE FLASHING. & JAMB PROVIDE CONT, Q CAULKING AT INTERIOR OF PROVIDE CONT. SEALANT (yy WINDOW PERIMER AT WINDOW PERIMETER / �161 BLDG PAPER SECTION AT WINDOW =o p h .3 2 m 7ppp; sarnoNs S-4 GENERAL NOTES WiH • A. GENERAL B. TEMPORARY SHORING AND BRACING: nmum va �oim 1. INTENT OF THE WORK IS THE REPLACEMENT OF DAMAGED MASONRY ON THE REAR FACE 1. PROVIDE AND INSTALL TEMPORARY SHORING DESIGNED 70 SUPPORT THE TEMPORARY STRUCTURAL OF 25 WARD STREET IN SALEM, MA. WORK SHALL INCLUDE THE REMOVAL AND RECONSTRUCTION LOADS OF THE SUPPORTED ITEMS. SUBMIT SHORING PRODUCTS, CONFIGURATION, PROCEDURE, ...��..:•.;>� .� OF ALL UNSOUND MASONRY WITHIN THE LIMITS OF WORK INDICATED ON THESE DRAWINGS AND DESIGN CALCULATIONS STAMPED BY A MASSACHUSETTS REGISTERED PROFESSIONAL AND AS DETAILED HEREIN. ALL SHORING, BRACING, PROTECTION, REMOVAL AND REPLACEMENT ENGINEER 7O THE ENGINEER FOR REVIEW. OF FINISHES, UTILITIES, FLASHING, WINDOWS, PAINTING, CARPETING AND OTHER RELATED WORK THAT IS NOT SPECIFICALLY DETAILIED OR INDICATED HEREIN BUT IS NECESSARY FOR 2. SHORING SHALL BE OF ANY MATERIAL WHICH IS SUITABLE FOR THE APPLICATION. TIMBER THE PROPER COMPLETION OF THE INDICATED WORK SHALL BE CONSIDERED INCIDENTAL SHORING SHALL BE FULLY DRIED AND ALL END GRAIN SHALL BE SEALED TO PREVENT TO THE INDICATED WORK AND THEREFORE ::.CLUDED IN THE BID PRICE. AP+OPPTION OF WATER AND ASSOCIATED SWELLING. SHORING SHALL RE MADE STABLE, STIFF. AND SNUG FITTING SO AS NOT TO DEFLECT UNDER LOAD. PRE LOAD SUPrURFED ELEMENTS CONTRACTOR SHALL SUBMIT A BASE BID AND TWO ALTERNATES (#1 AND #2) TO THE LIMITS FOR SNUG FIT ONLY. SHORING SHALL DEFLECT NO MORE THAN THE GIVEN SPAN LENGTH INDICATED HEREIN, PLUS A UNIT COST PER SQUARE FOOT FOR 12" THICK BRICK WALL DIVIDED BY 600. RECONSTRUC710N. 3. BEARING SURFACES OF SHORING SHALL BE REVIEWED WITH ARCHITECT IN FIEI D AND SHALL 2. ALL WORK SHALL COMPLY WITH THE FOLLOWING: PROVIDE FOR PROPER TRANSFER OF LOADS TO SUPPORTING AND SUPPORTED ELEMENTS. . a MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION C. MASONRY: LOCAL BUILDING CODE REQUIREMENTS 1. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL WORK ON HISTORIC MASONRY: ACI CODE 301, 315 a AWS STRUCTURAL WELDING CODE AISC SPECIFICATION FOR THE DESIGN, FABRICATION, ERECTION OF STRUCTURAL PORTLAND CEMENT. TYPE 1 WHITE AND/OR GRAY CEMENT SATISFYING ASTM C150 AND COMPLYING STEEL FOR BUILDINGS. WITH STAINING REQUIREMENTS OF ASTM C91 FOR NOT MORE THAN 0.03 PERCENT WATER SOLUBLE ALKALI. MORTAR SHALL SHOW NO EFFLORESCENCE WHEN CAST IN A 2" x 7" xx" SLAB CONSISTING 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THAT OF RELATED TRADES. STRUCTURAL OF 1 PART OF THE CEMENT TO BE USED, 2 PARTS OTTAWA PLASTIC MORTAR SAND AND DISTILLED DRAWINGS SHALL BE USED IN CONJUNCTION EXISTING CONDITIONS DATA. WATER, AND SUBJECTED TO A 7 DAY 'WICK TEST" CONFORMING TO ASTM C67. H 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL BE HYDRATED LIME: ASTM C207, TYPE S. FFSa^;:;I,^LE P`)R DIMENSIONAL COORDINATION. NOTIFY THE ENGINEER OF ANY AND ALL FINE AGGREGATE / SAND: SAND FOR MORTAR, AND GROUT SHALL BE ASTM C144, WASHED. TO DISCREPANCIES. MATCH SURROUNDING IN COLOR WHERt ViSidLE. �,+ND FOR SURFACE FILL: CLEAN, FINE SA:JD ti FREE OF SALTS. U 5. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL FOR CONCRETE AND MASONRY, STRUCTURAL STEEL, MISCELLANEOUS STRUCTURAL PRODUCTS AND FABRICATIONS, AND MANUFACTURED WOOD BRICK: RE—USED OR NEW AS NEEDED, OR ASTM C276, GRADE SW, LOW ABSORPTION. MINIMUM U) -A PRODUCTS. SUBMITTALS SHALL ALSO INCLUDE A MIX DESIGN FOR EACH TYPE OF MORTAR, GROUT, STRENGTH SHALL BE 8.000 PSI, MAXIMUM WATER ABSORPTION SHALL BE 87. PROVIDE NEW C!1 AND CONCRETE, AND GROUTED ANCHOR PRODUCTS AND SYSTEMS. WORK SHALL BE DONE FROM BRICK DULY AS REQUIRED IF EXISTING UNITS CANNOT BE SALVAGED, TO MATCH SIZE AND APPROVED SUBMITTALS ONLY. SHAPE OF EXISTING SURROUNDING BRICK. COLOR SHALL BE ONE SHADE DARKER THAN THE S EXISTING BRICK IN IFS PRESENT CONDITION. BRICK SHALL BE AS MANUFACTURED BY MORIN, ., 6. ALL DETAJLS SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL SIMILAR CONDITIONS UNLESS BELDEN, OR GLLNGERY, AVAILABLE THROUGH SPAULDING BRICK OF SOMERVILLE,. MA; OR Lo OTHERWISE NOTED OR INDICATED. EQUIVALENT. 7. THE CONTRACTOR SHALL MAKE THE S1TE AVAILABLE FOR INSPECTIONS OF STEEL, WOOD, STONE: INTACT, UN FRAGMENTED GRANITE SHARDS OF SMALL ANGULAR ORIENTATION AND SHAPE CONCRETE, AND MASONRY ELEMENTS TO MEET THE REQUIREMENTS OF THE MASSACHUSETTS TO FIT INTO GROUTED VOID SPACES AS FILLERS OR LARGE, HAND PLACED AGGREGATE. STATE BUILDING CODE SIXTH ADDITION (780 CMR) ARTICLE 17. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK WHICH OTHERWISE CONCEALS ITEMS SCHEDULED FOR MORTAR MASONRY RECONSTRUCTION AND RE—POINTING NOT DIRECTLY EXPOSED TO WEATHER INSPECTION UNTIL INSPECTION HAS BEEN COMPLETED. — ASTM C270, TYPE N BUT AS MODIFIED AS FOLLOWS TO OBTAIN THE REQUIRED PHYSICAL PROPERTIES: 1 PART PORTLAND CEMENT, 1 PART TO 1.25 PARTS HYDRATED LIME. 6 PARTS 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SAND. MORTAR SHALL BE FORMULATED WITH AGGREGATE AND CEMENT (GRAY VS. WHITE) EMPLOYED ON THIS PROJECT, AND FOR ALL TEMPORARY BRACING, SUPPORT, AND PROTECTION BLEND TO MATCH THE COLOR AND TEXTURE OF THE EXISTING EXPOSED MORTAR, AND cA OF THE EXISTING STRUCTURE, INTERIOR SPACES AND OCCUPANTS. ANY SEQUENCES OF WORK ALL JOINT TOOLING SHALL MATCH THE SURROUDING WORK. A 24"—SQUARE TEST PANEL xoo OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT ONLY AS SHALL BE COMPLETED FOR REVIEW BY THE ENGINEER BEFORE STARTING RECONSTRUCTIONz�a ASSUMPTIONS ON WHICH THE DESIGN OF THE PERMANENT INSTALLATIONS WERE BASED AND ARE WORK, WHICH SHALL BE BASED UPON APPROVED PANEL. "ec�i TO BE CONSIDERED AS SUGGESTED OPTIONS FOR REVIEW BY THE CONTRACTOR. v, CEMENTITIOUS GROUT FOR CRACKS AND SPACES OF MINIMUM CLEAR DIMENSION OF LESS 9. FOLLOWING REVIEW OF EXISTING CONDITIONS AND THE SCOPE OF WORK, THE CONTRACTOR THAN �a WATER AND CEMENT SLURRY WITH 6 GALLONS OF MIXING WATER PER B G OF - SHALL SUBMIT A WORK SCHEDULE AND KEEP THE ENGINEER ABREAST OF ALL PROGRESS AND THE CEMENT, ADD 1% GROUTING AID BY WEIGHT OF CEMENT. GROUT MIX SHALL BE DEMONSTRATED g y BEGINNING AND COMPLETION OF EACH PHASE OR ITEM OF WORK. BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN 750 PSI AND 1400 PSI AT 28 DAYS. 10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AND ALL ADJACENT STRUCTURES DURING ALL PHASES OF THE WORK, cax�rac Norss INCLUDING UNDERPINNING, AND SHALL CORRECT ANY DEFECTS OR DAMAGE WHICH RESULTS FROM. HIS ACTIONS. rJ�+ —1 )IERIURI) CEMENTMOUS GROUT FOR CRACKS AND SPACES OF CLEAR DIMENSION BETWEEN ti"' AND 2": PROVIDE X" UNDERLAYMENT OVER ALL STRUCTURAL WOOD PLANK AND PLYWOOD DECK ON " FINE GROUT WITH FOLLOWING PROPORTIONS: i PART PORTLAND CEMENT, 1 PART HYDRATED SURFACES. - m > eo e.�vsma m LIME, AND 3 PARTS 70 5 PARTS FINE SAND i0 SUIT APPLICATION. MINIMUM MIXING WATER TO SUIT INJECTION OR GRAVITY PLACEMENT- ADD 1% GROUTING AID BY WEIGHT OF CEMENT. WALL SHEATHING SHALL QE 3/a" COX PLYWOOD GLUED AND NAILED i0 SUPPORTING GROUT MIX SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF FRAMING. ---- BETWEEN 750 PSI AND 1400PSI AT 28 DAYS. ALL SLEEPERS, SILLS, NAILERS, AND PLATES IN CONTACT WITH MASONRY OR CONCRETE CEMENTITIOUS GROUT FOR SPACES OF MINIMUM CLEAR DIMENSION OF MORE THAN 2" AND SHALL BE PRESSURE PRESERVATIVE TREATED SYP NO. 2 OR BETTER. FOR SETTING OF SHEAR STUDS IN CORED HOLES: COARSE GROUT WITH FOLLOWING PROPORTIONS: 1 PART PORTLAND CEMENT, 1 PART HYDRATED LIME, 3 PARTS SAND, AND UP TO 2 PARTS PEA GRAVEL. ADD 1 PERCENTAGE GROUTING AID BY WEIGHT OF CEMENT. GROUT 2. NAIL ALL FRAMING AND PLYWOOD DECKING IN ACCORDANCE WITH THE MASSACHUSETTS MIXE SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN STATE BUILDING CODE AND INDUSTRY STANDARDS. 750 PSI AND 1400 PSI AT 28 DAYS. 3. ALL EXTERIOR AND LOAD BEARING WALL CONSTRUCTION SHALL BE 2x4 @ 16" O.C. COARSE AGGREGATE FOR GROUT: ASTM C 33, 3/" DIA. MINIMUM GRAVEL OR STONE. UNLESS OTHERWISE. PROVIDE AT LEAST THE EQUIVALENT NUMBER OF STANDARD SPACED STUDS DISPLACED FROM OPENING WIDTHS AS JACK STUDS ON SIDES OF OPENINGS. ANCHORING SYSTEM FOR STANDARD THREADED RODS: HILTI HIT "HY20" EPDXY INJECTION PROVIDE 10" MIN. HEADERS OF LSL IN NON-BEARING WALLS AND HEADERS OF LVL SYSTEM FOR MASONRY (WITH SCREEN TUBES) AS MANUFACTURED BY THE HILTI IN BEARING WALLS OF DEPTH EQUIVALENT TO THAT OF FLOOR JOISTS. CORPORATION OF TULS, OK. CHEMICAL CLEANING AGENT: "SURECLEAN 6OD" AS MANUFACTURED BY PROSOCO CORP. 4. 114SPECT ALL EXTING FRAMING AND REPORT ALL UNSOUND CONDITIONS TO THE ENGINEER. GROUTING AID: "INTERPLAST-N" EXPANDING / FLUIDIFYING GROUTING AID AS MANUFACTURED BY THE SIKA CORPORATION OF LYNDHURST, NJ. 5. INSPECT ALL FLOORING AND RE-FASTEN ALL LOOSE BOARDS WITH APPROVED 2" SCREWS. CRACK SEAL FOR CEMEPTIOUS GROUT INJECTION: LIME CEMENT MORTAR TO STAY IN PLACE E. ELECTRICAL AND PLUMBING OR REMOVABLE CAULKING OR JUTE 1. TEMPRARILY REMOVE ALL PLUMBING AND ELECTRICAL UTILITIES THAT ARE WITHIN THE LIMITS F.� 2. ALL 'WET" WORK SHALL BE DONE AT AN AMBIENT TEMPERATURE OF 40 DEGREES F OR OF REMOVAL WORK AND RE-INSTALL THE SAME OR EQUIVALENT UTILITITES AS PART OF THE Cx] co ABOVE. CONTRACTOR SHALL PROVIDE TENTING, HEATING AND PROTECTION AS NECESSARY. RECONSTRUCTION WORK. W 3. CONCRETE UNIT MASONRY UNITS SHALL BE ASTM C90, GRADE S, TYPE 1, STRUCTURAL 2. ALL REINSTALLED WORK SHALL MEET CURRENT APPICABLE CODES. BRICK UNITS SHALL BE ASTM C216, GRADE MW, MINIMUM STRENGTH SHALL BE 8,000 PSI. F. FINISHED CARPENTRY AND PAINTING. q 4. MORTAR FOR CONCRETE BLOCK AND NEW BRICK CONSTRUCTION SHALL BE ASTM co 1. PROVIDE ALL FINISHED CARPENTRY AND MILLWORK AS INDICATED ON THE DRAWINGS OR AS C270, TYPE S. REQUIRED FOR COMPLETION OF THE WORK TO INCLUDE, BUT NOT 70 BE LIMITED TO THE 5. GROUT SHALL BE 2500 PSI MIN, STRENGTH AT 28 DAYS. GROUT MIX SHALL BE SUBMITTED FOLLOWING: FOR REVIEW AND MINIMUM STRENGTH SHALL BE DEMONSTRATED BY TEST AT 28 DAYS. o. WINDOW SILLS AND ASSOCIATED TRIM TO MATCH EXISTING. - - C\� w 6. MASONRY WALLS SHALL BE SET TRUE AND PLUMB IN ACCORDANCE WITH THE b. WOOD BASEBOARDS TO MATCH EXISTING. STRUCTURAL DRAWINGS. - c. SEALANT AND BACKING MATERIALS FOR JOINTS BETWEEN TRIMWORK AND ABUTTING SURFACES. 7. SOLIDLY GROUT FILL ALL CONCRETE UNIT MASONRY. d. CONTRACTOR SHALL SALVAGE ALL EXISTING WOOD BASEBOARD AND WINDOW TRIMWORK. PROVIDE NEW TO MATCH EXISTING PROFILE AND DIMENSION AS REQUIRED. D. ROUGH CARPENTRY 2. THE WORK OF THIS SECTION IS INTENDED TO PROVIDE ALL WOOD-RELATED PRODUCTS 1. PROVIDE THE FOLLOWING ROUGH CARPENTRY MATERIALS: THAT ARE 'EXPOSED TO VIEW AND ARE NOT SPECIFIED ELSEWHERE. COMPLY WITH ALL o ¢z APPLICABLE CODES, REGULATIONS, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. �€;m<� RON CONVENTIONAL LUMBER STUD AND BUILT-UP POST FRAMING SHALL BE SPF NO.1 OR NO.2 0 OR BETTER(NOT "STUD" GRADE). 3. PROVIDE MILLWORK COMPLYING WITH REQUIREMENTS OF AWI STANDARDS FOR PREMIUM GRADE. K$ PROVIDE SHOP DRAWINGS FOR FABRICATION AND INSTALLATION. Sq w CONVENTIONAL LUMBER JOISTS, HEADERS, AND BEAMS SHALL BE SPF NO.1 OR NO.2. 4. PROVIDE FINISH GRADE MATERIAL FOR ALL MILLWORK FACES EXPOSED TO VIEW; IN SOME CONVENTIONAL LUMBER MEMBERS NOTED AS "P/T" AND/OR IN DIRECT CONTACT WITH EXTERIOR LOCATIONS THIS MAY REQUIRE THAT BOTH FACES OF A COMPONENT BE FINISH GRADE. FINISH WOOD AS SPECIFIED; SEE SECTION 09900 — PAINTING. PROVIDE ALL HARDWARE INDICATED OR z MASONRY OR CONCRETE, OR EXPOSED TO THE EXTERIOR ELEMENTS SHALL BE PRESSURE REQUIRED FOR A COMPLETE INSTALLATION. 7 °` PRESUERVATIVE TREATED WITH CCA. EXTERIOR MASONRY OR CONCRETE IS DEFINED AS THAT - WHICH IS NOT HEATED OR PROTECTED FROM WEATHER ON ALL SIDES OR SURFACES. G. PAINTING 3 0 TOP AND BOTTOM PLATES IN WALLS SHALL BE KILN DRIED. 1. WORK OF THIS SECTION INCLUDES, BUT IS NOT LIMITED TO, PAINTING AND FINISHING ALL canaw,xors EXPOSED SURFACES WITHIN THE LIMITS OF WORK, UNLESS OTHERWISE NOTED, INCLUDING ALL -- FLOOR DECKING SHALL BE %" TONGUE-AND-GROOVE COX PLYWOOD GLUED AND NAILED TO EXISTING PAINTED AND FINISHED SURFACES. Cy_ SUPPORTING FRAMING. THICKER FLOOR DECKING SHALL BE USED WHERE NECESSARY TO �.J MATCH EXISTING DECKING THICKNESS. LOCALLY REBUILD U(TU �S UNSOUND MASONRY AROUND CORNER S- MR - IftUUiiffl ' BASE BID SASE ALTERNATE ALTERNATE 221'- 13 BRACES INSTALLED TO TEMPORARILY STABILIZE WALL. - ...©.. WEEP © JOINTS - ' REPLACE 8" BRICK W/ u 4" BRICK VENEER ON 2x >' WOOD STUD BACK-UP W 3RD > �r --- _ ,, v _1" WEPT CAVITY. - - _ I REPLACE 12" BRICK W/ FLOOR . . . _ '..,....t- ,.:.:, .. Z r> r�' ' � � � ... . _ :. __ - r � '.• ��� ' . :+i 8" REINF. CLdUs + ?" BF 16"i UZ > y� i (BONDED W/ FULL BRICK HEADERS ® 16"x24" O.C. ❑ I (1 OF 3) REPLACE 4'-8"t - � OR REFLASH WINDOWS I ' � � � � PER SKA-1 ---------_ ---— -- r. I _ __________ FLOOR �^ 7-1 --- --- ---�I --- ---- ----I w _ ------ -- � � --------------- FLOOR ��--- —� LEGEND o �� m 0 = RESET STONE LINTEL OR SILL boo 21 � = REBUILD BRICKWORK y H c� NOTES: 12- i 6 25 YVARD STREET-- NORTH ELEVATION (REAR) kc " = sELANT-FILLED CONTROL olNr � � B 3/16"=1'-0" OR KEEP EXIST. 8" BACK-UP IF SOUND A PER ENGINEER'S APPROVAL IN FIELD. S—2 MEMO O HOPH g. (2)2x 10 CAP / I NAILER CR-13 PREFERRED 4" NOM.SLR LCC LAP HIGH DENSITY BAI I: INSULATION 13§4" PLYWOOD SHEATHING -PROVIDE CONT. SEALANT NEW 16{{ BLDG PAPER. TAPE FLASHING (26 GA.) 6 MIL. POLY VAPOR AND SEAL ALL JOINTS. VARIES - MATCH DIFFUSION RETARDER EXISTING NEW ROOFONG TO MATCH 2x4 STUD 3 OZ COPPER FABRIC EXISTING. LAP NEW ROOFING 3j" PLYWOOD CONT. SEALANT. 16 O.C.I THRU WALL FLASHING. A MINIMUM OF 72" OVER GWB EXINSTING TO REMAIN. S.S. WIRE TIES - VEEP JOINTS OPEN LOCALLY REMOVE ON 16"x24" PATTERN MATCH EXIST. HEAD WEEPS 42" �`_IREBUILD 8" BRICK O.C. , SHEATHING & REPLACE BASE MOLDING EXTERIOR WALL 4" NOM. * BRICK VENEER �'0 x6" LAGnI - _ 8" LAP SCREWS @24" O.C.' 1 v / 1ST COURSE "0 BOLTS P.T. CANT. STRIP. ABOVE FLOOR PAIRED BETW. STUDS (2)2x8 PIT NAILER 1 REBUILD 8" � X"0 ANCH.CH. V✓BOLTS � BRICK EXTERIOR 0 32" O.C. INTO WALL GROUTED CMU CORES LOCALLY REMOVE 1" AIRSPACE B"NOM. FULLY ,� c & REPLACE CEILING GROUTED CMU AS NECESSRY 3j4" PLYWOOD SHEATHING , U X" OVID -PROVIDE NEW 15# BLDG w NEW BAIT. THERMAL ALL JOINTS. PAPER. TAPE AND SEAL Q � INSULATION (R VALUE =13.0) � - TOOTH-BOND CMU �i C, TO WALL CONSTR. SHORE EXIST. SOUND AS NEC. BEMAN. RY, TO 6 MIL. POLY VAPOR BARRIER REMAIN. L 2x4 STUDS @16" O.C. lMTCH EXISTING (T)SECTION THROUGH ROOF SECTION THROUGH TOP FLOOR 0 xo>2 h i ^(f 2 4M1 � N i SECffO.H TID2000A P-0OF S-3 ST U(TU �S HuTfl 7 r PII P/flf1hLM1 EXIST. FURRED GWB M"0 x10 LG. ANCH. "O x70 LG. ANCH. 6 MIL. POLY 6 MIL POLY BLTS DRILLED & BLTS DRILEn ?, VAPOR BARRIER VAPOR BARRIER ADHESIVE-SET 6" INTO ADHESIVE-SET 6" INTO 2x4 S7UDWALL 2x4 STUDV✓ALL I END EXIST. BRICK WALL EXIST. BRICK WALL CGV,B p76" O.C. �16" O.C. GWB END 3/" PLYWOOD SHEATHING. PROVIDE NEW 76# BLDG 3/" PLYWOOD SHEATHING. PAPER. TAPE & SEAL PROVIDE NEW 161Q BLDG / 4" NOM. HIGH- - ALL JOINTS. PAPER. TAPE & SEAL DENSI7Y BATT NEW 4" NOV. SEALAMJOIM ALL JOINTS. INSULATION BRICK VENEER W/ BARRIER ROD. a %" SEALANTJOINT CONTINUOUS 3 OZ /' PLYWOOD SHEATHING. W/ BARRIER ROD. �" GWB COPPER FABRIC THRU NEW 4" NOM. PROVIDE NEW 16/� BLDG NEW 4" NOM. WALL FLASHING BRICK VENEER PAPER. TAPE & SEAL BRICK VENEER 6 JAIL. POLY WEEP JOINTS @24" ALL JOINTS. VAPOR BARRIER O.C. (OR 2-MIN. � PLAN AT EXIST. WALL PLAN AT EXIST. WALL _ PER LINTEu WINDOW SURROUND W ;. CORNER INTERSECTION F_Nn INTERSECTION TO MATCH Ex1sr. RE-SET STONE LINTEL, j, .. 'FlUUiivb% `. TRIM BRICK IF (L)2x6 r t+E='1ED w r+c 7" = 7'-p" 7" = 7'-O" HEADER W/ 2x4 ABOVE FILER CAV17Y SOLID WITH & BELOW — 7" RIGID INSULATION TO co RE-SET EXIST. WINDOWS UNDERSIDE FLASHING. & JAMB PROVIDE CONT. C: Cf] CAULKING AT INTERIOR OF PROVIDE CONT. SEALANT WINDOW PERIMER AT WINDOW PERIMETER -+ / 169 BLDG PAPER CQ �q SECTION AT WINDOW sya �y�y0 1" - 1•-p" a�CU Kil SSCIlONS S-4 GENERAL NOTES - IIOHA A. GENERAL B. �vuvs sm�.➢� TEMPORARY SHORING AND BRACING: �wem 1. INTENT OF THE WORK IS THE REPLACEMENT OF DAMAGED MASONRY ON THE REAR FACE 7. PROVIDE AND INSTALL TEMPORARY SHORING DESIGNED TO SUPPORT THE TEMPORARY STRUCTURAL OF 25 WARD STREET IN SALEM, MA. WORK SHALL INCLUDE THE REMOVAL AND RECONSTRUCTION LOADS OF THE SUPPORTED ITEMS. SUBMIT SHORING PRODUCTS, CONFIGURATION, PROCEDURE, OF ALL UNSOUND MASONRY WITHIN THE LIMITS OF WORK INDICATED ON THESE DRAWINGS AND DESIGN CALCULATIONS STAMPED BY A MASSACHUSETTS REGISTERED PROFESSIONAL AND AS DETAILED HEREIN. ALL SHORING, BRACING, PROTECTION, REMIOVAL AND REPLACEMENT ENGINEER TO THE ENGINEER FOR REVIEW. OF FINISHES, UTILITIES, FLASHING, WINDOWS, PAINTING, CARPETING AND OTHER RELATED WORK THAT IS HOT SPECIFICALLY DETAILIED OR INDICATED HEREIN BUT IS NECESSARY FOR 2. SHORING SHALL BE OF ANY MATERIAL WHICH IS SUITABLE FOR THE APPLICATION. TIMBER THE PROPER COMPLETION OF THE INDICATED WORK SHALL BE CONSIDERED INCIDENTAL SHORING SHALL BE FULLY DRIED AND ALL END GRAIN SHALL BE SEALED 70 PREVENT TO THE INDICATED WORK AND THEREFORE INCLUDED IN THE BID PRICE ABSORPTION OF WATER AND ASSOCIATED SWELLING. SHORING SHALL BE MADE STABLE, STIFF, AND SNUG FITTING SO AS NOT TO DEFLECT UNDER LOAD. PRE LOAD SUPPORTED ELEMENTS CONTRACTOR SHALL SUBMIT A BASE BID AND TWO ALTERNATES (91 AND J2) TO THE LIMITS FOR SNUG FIT ONLY. SHORING SHALL DEFLECT NO MORE THAN THE GIVEN SPAN LENGTH INDICATED HEREIN, PLUS A UNIT COST PER SQUARE FOOT FOR 72" THICK BRICK WALL DIVIDED BY 600. RECONSTRUCTION. 3. BEARING SURFACES OF SHORING SHALL BE REVIEWED WITH ARCHITECT IN FIELD AND SHALL 2. ALL WORK SHALL COMPLY WITH THE FOLLOWING: PROVIDE FOR PROPER TRANSFER OF LOADS TO SUPPORTING AND SUPPORTED ELEMENTS. MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION C. MASONRY: LOCAL BUILDING CODE REQUIREMENTS ACI CODE 301, 315 1. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL WORK ON HISTORIC MASONRY: AWS STRUCTURAL WELDING CODE AISC SPECIFICATION FOR THE DESIGN, FABRICATION, ERECTION OF STRUCTURAL - PORTLAND CEMENT: TYPE 1 WHITE AND/OR GRAY CEMENT SATISFYING ASTM C150 AND COMPLYING STEEL FOR BUILDINGS. WITH STAINING REQUIREMENTS OF ASTM C91 FOR NOT MORE THAN 0.03 PERCENT WATER SOLUBLE ALKALI. MORTAR SHALL SHOW NO EFFLORESCENCE WHEN CAST IN A 2" x 7" x)/" SLAB CONSISTING 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THAT OF RELATED TRADES. STRUCTURAL OF 1 PART OF THE CEMENT TO BE USED, 2 PARTS OTTAWA PLASTIC MORTAR SAND AND DISTILLED DRAWINGS SHALL BE USED IN CONJUNCTION EXISTING CONDITIONS DATA. WATER, AND SUBJECTED TO A 7 DAY "WICK TEST" CONFORMING TO ASTM C67. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL BE HYDRATED LIME: ASTM C207, TYPE S. RESPONSIBLE FOR DIMENSIONAL COORDINATION. NOTIFY THE ENGINEER OF ANY AND ALL rma- AGGREGATE / SAND: SAND FOR MORTAR AND GROUT SHALL BE ASTM C144, WASHED, TO DISCREPANCIES. .MATCH SURROUNDING IN COLOR WHERE VISIBLE. SANC• ruR SURFACE FILL CLEA,1, FINE SAIL; FREE OF SALTS. c 5. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL FOR CONCRETE AND MASONRY, STRUCTURAL STEEL, MISCELLANEOUS STRUCTURAL PRODUCTS AND FABRICATIONS, AND MANUFACTURED WOOD BRICK: RE-USED OR NEW AS NEEDED, OR ASTM C216, GRADE SW, LOW ABSORPTION. MINIMUM PRODUCTS. SUBMITTALS SHALL ALSO INCLUDE A MIX DESIGN FOR EACH TYPE OF MORTAR, GROUT, STRENGTH SHALL BE 8,000 PSI, MAXIMUM WATER ABSORPTION SHALL BE 8%. PFuVIDE NEW AND CONCRETE, AND GROUTED ANCHOR PRODUCTS AND SYSTEMS. WORK SHALL BE DONE FROM BRICK ONLY AS REQUIRED IF EXISTING UNITS CANNOT BE SALVAGED, TO MATCH SIZE AND APPROVED SUBMITTALS ONLY. SHAPE OF EXISTING SURROUNDING BRICK. COLOR SHALL BE ONE SHADE DARKER THAN THE EXISTING BRICK IN ITS PRESENT CONDITION. BRICK SHALL BE AS MANUFACTURED BY MORIN, 6. ALL DETAILS SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL SIMILAR CONDITIONS UNLESS BELDEN, OR GLENGERY, AVAILABLE THROUGH SPAULDING BRICK OF SOMERVILLE, MA; OR OTHERWISE NOTED OR INDICATED. - EQUIVALENT. 7. THE CONTRACTOR SHALL MAKE THE SITE AVAILABLE FOR INSPECTIONS OF STEEL, WOOD, STONE: INTACT, UN FRAGMENTED GRANITE SHARDS OF SMALL ANGULAR ORIENTATION AND SHAPE CONCRETE, AND MASONRY ELEMENTS TO MEET THE REQUIREMENTS OF THE MASSACHUSETTS TO FIT INTO GROUTED VOID SPACES AS FILLERS OR LARGE, HAND PLACED AGGREGATE. c STATE BUILDING CODE SIXTH ADDITION (780 CMR) ARTICLE 17. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK WHICH OTHERWISE CONCEALS ITEMS SCHEDULED FOR MORTAR MASONRY RECONSTRUCTION AND RE-POINTING NOT DIRECTLY EXPOSED TO WEATHER INSPECTION UNTIL INSPECTION HAS BEEN COMPLETED. - ASTM C270, TYPE N BUT AS MODIFIED AS FOLLOWS TO OBTAIN THE REQUIRED PHYSICAL _ PROPERTIES: 1 PART PORTLAND CEMENT, 1 PART TO 1.25 PARTS HYDRATED LIME 6 PARTS 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SAND. MORTAR SHALL BE FORMULATED WITH AGGREGATE AND CEMENT (GRAY VS. WHITE) EMPLOYED ON THIS PROJECT, AND FOR ALL TEMPORARY BRACING, SUPPORT, AND PROTECTION BLEND TO MATCH THE COLOR AND TEXTURE OF THE EXISTING EXPOSED MORTAR, AND OF THE IXISTING STRUCTURE, INTERIOR SPACES AND OCCUPANTS. ANY SEQUENCES OF WORK ALL JOINT TOOLING SHALL MATCH THE SURROUDING WORK. A 24"-SQUARE TEST PANEL x5o� OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT ONLY AS SHALL BE COMPLETED FOR REVIEW BY THE ENGINEER BEFORE STARTING RECONSTRUCTION _ ASSUMPTIONS ON WHICH THE DESIGN OF THE PERMANENT INSTALLATIONS WERE BASED AND ARE WORK, WHICH SHALL BE BASED UPON APPROVED PANEL. y"o� TO BE CONSIDERED AS SUGGESTED OPTIONS FOR REVIEW BY THE CONTRACTOR. CEMENTITIOUS GROUT FOR CRACKS AND SPACES OF MINIMUM CLEAR DIMENSION OF LESS - o 9. FOLLOWING REVIEW OF EXISTING CONDITIONS AND THE SCOPE OF WORK, THE CONTRACTOR THAN %": WATER AND CEMENT SLURRY WITH 6 GALLONS OF MIXING WATER PER BAG OF SHALL SUBMIT A WORK SCHEDULE AND KEEP THE ENGINEER ABREAST OF ALL PROGRESS AND THE CEMENT. ADD 1% GROUTING AID BY WEIGHT OF CEMENT. GROUT MIX SHALL BE DEMONSTRATED H BEGINNING AND COMPLETION OF EACH PHASE OR REM OF WORK. BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN 750 PSI AND 1400 PSI AT 28 DAYS. 10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AND ALL ADJACENT STRUCTURES DURING ALL PHASES OF THE WORK, cevrrsac xorss INCLUDING UNDERPINNING, AND SHALL CORRECT ANY DEFECTS OR DAMAGE WHICH RESULTS FROM HIS ACTIONS. S-1 CEMENTIPOUS GROUT FOR CRACKS AND SPACES OF CLEAR DIMENSION BETWEEN %" AND 2": PROVIDE Y." UNDERLAYMENT OVER ALL STRUCTURAL WOOD PLANK AND PLYWOOD DECK FINE GROUT WITH FOLLOWING PROPORTIONS: 1 PART PORTAND CEMENT, 1 PART HYDRATED SURFACES. LIME, AND 3 PARTS TO 5 PARTS FINE SAND TO SUIT APPLICATION. MINIMUM MIXING WATER TO SUIT INJECTION OR GRAVITY PLACEMENT. ADD 1% GROUTING AID BY WEIGHT OF CEMENT. WALL SHEATHING SHALL BE 3/a" COX PLYWOOD GLUED AND NAILED i0 SUPPORTING GROUT MIX SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF FRAMING. """°--`--- BETWEEN 750 PSI AND 1400 PSI AT 28 DAYS. ALL SLEEPERS, SILLS, NAILERS, AND PLATES IN CONTACT WITH MASONRY OR CONCRETE CEMENTNIOUS GROUT FOR SPACES OF MINIMUM CLEAR DIMENSION OF MORE THAN 2" AND SHALL BE PRESSURE PRESERVATIVE TREATED SYP NO. 2 OR BETTER. FOR SETTING OF SHEAR STUDS IN CORED HOLES: COARSE GROUT WITH FOLLOWING PROPORTIONS: 1 PART PORTLAND CEMENT, 1 PART HYDRATED LIME, 3 PARTS SAND, AND UP TO 2 PARTS PEA GRAVEL. ADD 1 PERCENTAGE GROUTING AID BY WEIGHT OF CEMENT. GROUT 2. NAIL ALL FRAMING AND PLYWOOD DECKING IN ACCORDANCE WITH THE MASSACHUSETTS MIXE SHALL BE DEMONSTRATED BY TEST TO HAVE A COMPRESSIVE STRENGTH OF BETWEEN STATE BUILDING CODE AND INDUSTRY STANDARDS. 750 PSI AND 1400 PSI AT 28 DAYS. 3. ALL EXTERIOR AND LOAD BEARING WALL CONSTRUCTION SHALL BE 2x4 9 16" O.C. COARSE AGGREGATE FOR GROUT: ASTM C 33, 3/" DIA. MINIMUM GRAVEL OR STONE. UNLESS OTHERWISE. PROVIDE AT LEAST THE EQUIVALENT NUMBER OF STANDARD SPACED STUDS DISPLACED FROM OPENING WIDTHS AS JACK STUDS ON SIDES OF OPENINGS. ANCHORING SYSTEM FOR STANDARD THREADED RODS: HILTI HIT "HY20" EPDXY INJECTION PROVIDE 10" MIN. HEADERS OF LSL IN NON-BEARING WALLS AND HEADERS OF LVL SYSTEM FOR MASONRY (N9TH SCREEN TUBES) AS MANUFACTURED BY THE I4ILTI IN BEARING WALLS OF DEPTH EQUIVALENT TO THAT OF FLOOR JOISTS. CORPORATION OF TULS, OR. - - CHEMICAL CLEANING AGENT: "SURECLEAN 600" AS MANUFACTURED BY PROSOCO CORP. 4. INSPECT ALL EXTING FRAMING AND REPORT ALL UNSOUND CONDITIONS TO THE ENGINEER. GROUTING AID: "INTERPLAST-N" EXPANDING / FLUIDIFYING GROUTING AID AS MANUFACTURED BY THE SIKA CORPORATION OF LYNDHURST, NJ. 5. INSPECT ALL FLOORING AND RE-FASTEN ALL LOOSE BOARDS WITH APPROVED 2" SCREWS. co CRACK SEAL FOR CEMETITIOUS GROUT INJECTION: LIME CEMENT MORTAR TO STAY IN PLACE - E. ELECTRICAL AND PLUMBING [-e OR REMOVABLE CAULKING OR JUTE 1. TEMPRARILY REMOVE ALL PLUMBING AND ELECTRICAL UTILITIES THAT ARE WITHIN THE LIMITS 2. ALL "WET" WORK SHALL BE DONE AT AN AMBIENT TEMPERATURE OF 40 DEGREES F OR OF REMOVAL WORK AND RE-INSTALL THE SAME OR EQUIVALENT UTILITITES AS PART OF THE co ABOVE. CONTRACTOR SHALL PROVIDE TENTING, .HEATING, AMID PROTECTION AS NECESSARY. RECONSTRUCTION WORK. ti 3. CONCRETE UNIT MASONRY UNITS SHALL BE ASTM C90, GRADE S. TYPE 1, STRUCTURAL 2. ALL REINSTALLED WORK SHALL MEET CURRENT APPICABLE CODES. C/) U BRICK UNITS SHALL BE ASTM C216, GRADE MW, MINIMUM STRENGTH SHALL BE 8,000 PST.. F. FINISHED CARPENTRY AND PAINTING. - q � 4. MORTAR FOR CONCRETE BLOCK AND NEW BRICK CONSTRUCTION SHALL BE ASTM 1. PROVIDE ALL FINISHED CARPENTRY AND MILLWORK AS INDICATED ON THE DRAWINGS OR AS �i d, C270, TYPE S. REQUIRED FOR COMPLETION OF THE WORK TO INCLUDE, BUT NOT TO BE LIMITED TO THE 5. GROUT SHALL BE 2500 PSI MIN, STRENGTH AT 28 DAYS. GROUT MIX SHALL BE SUBMITTED FOLLOWING: FOR REVIEW AND MINIMUM STRENGTH SHALL BE DEMONSTRATED BY TEST AT 28 DAYS. c, WINDOW SILLS AND ASSOCIATED TRIM TO MATCH EXISTING. - L w 6. MASONRY WALLS SHALL BE SET TRUE AND PLUMB IN ACCORDANCE WITH THE 6. WOOD BASEBOARDS TO MATCH EXISTING STRUCTURAL DRAWINGS. c. SEALANT AND BACKING MATERIALS FOR JOINTS BETWEEN TRIMWORK AND ABUTTING SURFACES. � 7. SOLIDLY GROUT FILL ALL CONCRETE UNIT MASONRY. d. CONTRACTOR SHALL SALVAGE ALL EXISTING WOOD BASEBOARD AND WINDOW TRIMWORK. PROVIDE NEW TO MATCH EXISTING PROFILE AND DIMENSION AS REQUIRED. D. ROUGH CARPENTRY 2. THE WORK OF THIS SECTION IS INTENDED TO PROVIDE ALL WOOD-RELATED PRODUCTS 1. PROVIDE THE FOLLOWING ROUGH CARPENTRY MATERIALS: THAT ARE EXPOSED TO VIEW AND ARE NOT SPECIFIED ELSEWHERE. COMPLY WITH ALL a FZi APPLICABLE CODES, REGULATIONS, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. a�m� CONVENTIONAL LUMBER STUD AND BUILT-UP POST FRAMING SHALL BE SEE NO.1 OR NO.2 oo OR BL�7ER(N0T "STUD" GRADE). 3. PROVIDE MILLWORK COMPLYING WITH REQUIREMENTS OF AWI STANDARDS FOR PREMIUM GRADE. X �y PROVIDE SHOP DRAWINGS FOR FABRICATION AND INSTALLATION. R4u CONVENTIONAL LUMBER JOISTS, HEADERS, AND BEAMS SHALL BE SPF NOA OR NO.2. 4. PROVIDE FINISH GRADE MATERIAL FOR ALL MILLWORK FACES EXPOSED TO VIEW; IN SOME LOCATIONS THIS MAY REQUIRE THAT BOTH FACES OF A COMPONENT BE FINISH GRADE. FINISH C CONVENTIONAL LUMBER MEMBERS N07ED AS "P/T" AND/OR IN DIRECT CONTACT WITH EXTERIOR WOOD AS SPECIFIED; SEE SECTION 09900 - PAINTING. PROVIDE ALL HARDWARE INDICATED OR ? z MASONRY OR CONCRETE, OR EXPOSED TO THE EXTERIOR ELEMENTS SHALL BE PRESSURE REQUIRED FOR A COMPLETE INSTALLATION. `2 PRESUERVATIVE TREATED WITH CCA. EXTERIOR MASONRY OR CONCRETE IS DEFINED AS THAT - WHICH IS NOT HEATED OR PROTECTED FROM WEATHER ON ALL SIDES OR SURFACES. G. PAINTING a TOP AND BOTTOM PLATES IN WALLS SHALL BE KILN DRIED. 1. WORK OF THIS SECTION INCLUDES, BUT IS NOT LIMITED TO, PAINTING AND FINISHING ALL cenawi Nmas EXPOSED SURFACES WITHIN THE LIMITS OF WORK, UNLESS OTHERWISE NOTED, INCLUDING ALL F - FLOOR DECKING SHALL BE 3/" TONGUE-AND-GROOVE COX PLYWOOD GLUED AND NAILED TO EXISTING PAINTED AND FINISHED SURFACES. SUPPORTING FRAMING. THICKER FLOOR DECKING SHALL BE USED WHERE NECESSARY TO S-1 A MATCH EXISTING DECKING THICKNESS. LOCALLY REBUILDMASON UNSOUND MASONRY 1 f RUMn7 tS IIUKI� AROUND CORNER S-3 - BASE BID ALTERNATE z 21'-6"f ALTERNATE 2 ro� 13'-0"t 22'-6"f um r rnrnmr�. BRACES INSTALLED TO TEMPORARILY STABILIZE WALL. FLASHED > >y WEEP JOINTS REPLACE 8" BRICK W1 4" BRICK VENEER ON 2, r x WOOD .STUD BACK-UP W, 1" WEPT CAVITY. REPLACE 12" BRICK W/ FLOOR I +{ 8" REINF CMU' + 4" BF ,.• 16 t,� . �� (BONDED W/ FULL BRICK - '�2r?-*'Y• N HEADERS ® 16"x24" O.C. 4._8".L (1 OF 3) REPLACE ❑ ❑ OR REFLASH WINDOWS PER SKA-] ------------ I FLOOR i /� ------- -- I I --------------------------- I ------------- --------- iST I--- ———— ——— --�--- --- -- FLOOR ��---- � LEGEND i = RESET STONE LINTEL OR SILL R V� = REBUILD BRICKWORK y"co o NOTES: : o 25 WARD STREET - NORTH ELEVATION (REAR) £CJ" = SELANT-FILLED CONTROL JOINT 9 3/16"=1'-O" OR KEEP EXIST. 8" BACK-UP IF SOUND 4 o PER ENGINEER'S APPROVAL IN FIELD. rCip SL6'PAS10N S-2 T U(T TulS MU w Q. lH C]6>IJdl> nZ IK)fSIXY! (2)2x 10 CAP NAILER CR-13 PREFERRED 4" ROM.c7 0PE HIGH DENSITY BAIT. !M.SULI ATION '3'�4" PLYWOOD SfiG;TiING —PROVIDE CONT. SEALANT =� LCC LAP NEW 169 BLDG PAPER. TAPE FLASHING (26 GA.) 6 MIL. POLY VAPOR AND SEAL ALL JOINTS. VARIES — MATCH EXISTING DIFFUSION RETARDER / M NEW ROOFON'G TO MATCH 2x4 STUD 3 OZ COPPER FABRIC EXISTING. LAP NEW ROOFING 3j" PLYWOOD �CONT. SEALANT. 16" O.C. THRU WALL FLASHING. A MINIMUM OF 12" OVER GWI3 EXINSTING TO REMAIN. S.S. WIRE TIES WEEP JOINTS OPEN . LOCALLY REMOVE MATCH EXIST HEAD 16"x24" PATTERN BASE MOLDING HD WEEPS 42" REBUILD 8" BRICK SHEATHING & REPLACE 4" NOM. O.C. EXTERIOR WALL 12" * BRICK VENEER "tl X6" 6" LAP SCRElNS 024" 1ST COURSE "0 BOLTS P.T. CANT. STRIP. ABOVE FLOOR PAIRED BERV. STUDS (2)2xB P/T NAILER W/ � �REBUILD 8" M"0 ANCH. BOLTS BRICK EXTERIOR 9 32" O.C. INTO WALL GROUTED CMU CORES [� (� LOCALLY REMOVL x / I" AIRSPACE G'T:Gl.i. & REPLACE CEILING Ir/ GROUTED CMU " AS NECESSRYI 3#4" PLYWOOD SHEATHING PAPER. cf) GN✓B— —PROVIDE NEW 169 BLDG NEW BATT. THERMAL ALL JOINTS. TAPE AND SEAL Q INSULATION (R VALUE =13.0) - TOOTH—BOND CMU TO WALL CONSTR. _ ISHORE _1 �� EXIST. SOUND AS NEC. BRICK4:'0RY, TO � 6 MIL. POLY VAPOR BARRIER REMAIN. 2x4 STUDS C. MATCH ®16" O. EXISTING nSECTION THROUGH ROOF SECTION THROUGH TOP FLOOR tg�L`y0 Y�O flu O�C i VOU w ser.-ncv rmioocx xoov S-3 - T UO ES HOW r PIS V.B]ISE[c/ m�bvPm�m14® / EXIST. FURRED GWB x10 LG. ANCH- "0 x10 LG. ANCH. �f6 MIL. POLY 6 MIL. POLY BLTS DRILLED & BLTS nPILLED & VAPOR BARRIER VAPOR BARRIER ADHESIVE-SET 6" INTO ADHESIVE-SET 6" INTO 2x4 STUDWALL 2x4 STUDWALL EXIST. BRICK VIALL EXIST. BRICK WALL rGWB @16" O.C. @16" D.C. GWB END END ` 679 � M � %t� PLYWOOD SHEATHING. PROVIDE NEW 16f BLDG 3/a PLYWOOD SHEATHING. PAPER. TAPE & SEAL PROVIDE NEW 16u ALL JOINTS. x / r BLDG / 4" NOM. HIGH- j NEW 4" NOM. } I PAPER. TAPE & SEAL DENSITY 13ATT 3/a" SEALAMJOINT I ALL JOINTS. INSULATION BRICK VENEER W BARRIER ROD. a 3/a- SEALANTJOINT CONTINUOUS 3 OZ / /'" PLYWOOD SHEATHING. W/ BARRIER ROD. W" GWB COPPER FABRIC THRU NEW 4" NOM. PROVIDE NEW 16 BLDG NEW 4" NOM. WALL FLASHING BRICK VENEER PAPER. TAPE & SEAL BRICK VENEER VAPOR BARRIERWEEP JOINTS @24" ALL JOINTS. D.C. (OR 2-MIN. PLAN AT EXIST. WALL PLAN AT EXIST. WALL - PER LINTEL) � CORNER n WINDOW SURROUND ~-- liO1V1VELL INTERSECTION TO MATCH EXIST- RE-SET STONE LINTEL, w C rVl RS'ECTION END .INTEIZ,SECTION , ", , -]T .V V"ICK IF NEF-ED - (EADER2)2x6 W1 PADDING] i 1" = i'-O"' 1"' 1"-0" HEADER W/ 2x4 ABOVE _ FILER CAVITY SOLID WITH & BELOW 1" RIGID INSULATION TO CAJ � RE-SET EXIST. WINDOWS UNDERSIDE FLASHING. Q & JAMB PROVIDE CONT. Q C/j PROVIDE CONT. SEALANT CAULKING AT INTERIOR OF AT WINDOW PERIMETER - WINDOW PERIMER ko / 16# BLDG PAPER a C/] SECTION AT WINDOW 0 y C 7 SSL7SONS S-4 r The Commonwealth of Massachusetts Department of Industrial Accidents office 81108SURRUM 600 Washington Street, 7rh Floor Boston,Mass. 02111 Workers'Compensation Insurance Affidavit: Buildin lumbip lectrical Contractors name: Nr address: Z ` Q& � ���� tt.. � ��w1 ,,An 11 O �y c-- city t �l ue V`^^ state: ,t" .0, rip, 61 9 0 ohonee# � 7 A_ 1 Z I- Q work site location(full addressk Z5 A)J Wrt\ g� ]CL[AiL�/1 K A- 4 ❑ I am a homeowner performing all work myself Project Type: ❑New Construction glRemodel ❑ I am a soleEro�rietor and have no one working in any capacity. ❑Building Addition am an employer providing workers compensation for my employees working on this ob �w,�s com e„;:" st _ ` ".:.#'''"x w.a eT: .t>,�. .eT`"`�-vr?e�° ''e e_ . Z.0`�� � 53�S Y, x�,. _ " �' _"ash-'�:k�.- .� „ n °S add a :r�€d. �a�.� r"�_: � �," '�;%.: `�. iz , :,�• .:�' z ,� ,.,'�"x��,� city: �*i.�Y.y, W '•�� 4'ti3 {<f�tq� �t�0.�L'-S.4 My}�� �T'k F�-4.�.h'v^. y k,'Pf� ❑ 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name! address: - J city: it 0v ,OH, d1F rEC+r:;:±`mx r ,. company na m e• v.: address: a , _' ,r # t',�:� rT 1 '' .$'.e`a ,' i Y 1 M&y, a r N 5 Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of s fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form ora STOP WORK ORDER and a fine of$100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. t do hereby certify under the pains and penalties of perjury that the information provided above is true �and correct Signature `t�ItAlk Cat.aaj)w Date �P�p..3/V /OS� Print name EAU kt) S C 1't't`l &Fu- Phone# • �78-?z a-r 9 4 o fficialse only do not write in this area to W completed by city or town official wn; permit/ficense# ❑Building Department ❑Llceming Board if immediate response is required ❑Selectmen's Office ❑Health Department erson: phone a; ❑Other .:�xn� QQBAM CERTIFICATE OF LIABILITY INSURANCE DATE M ii Y) PRODUCER (978)927-2600 FAX (978)927-8938 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leslie S. Ray Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 129 Dodge Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Beverly, MA 01915 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Campbell Construction Group INSURERA. Western World 131 Dodge Street INSURER Safety Indemnity 33619 Beverly, MA 0191S INSURER Scottsdale Insurance INSURER D. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDINI ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONLTR HER DATE MMIDDNYI DATE(MMIODNYI LIMITS GENERAL LIABILITY NPP873583 03/01/2005 03/01/2006 EACH OCCURRENCE $ 1,000,000 X1 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED` $ S0,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,006 A PERSONAL BADVINJURY S 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000 POLICY PECT RO LOC J AUTOMOBILE LIABILITY 2980404 03/01/2005 03/01/2006 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) 1,000,000 ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY XLS0020886 03/01/2005 03/01/2006 EACH OCCURRENCE $ 2,000,000 X OCCUR CLAIMS MADE AGGREGATE $ C $ 2,000,000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- X OTH- FIR EMPLOYERS'LIABILITY - ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED] E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO.THECERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF SALEM BUT FAILURE TO MAIL SUCH NOTICES ILL IMPOSE NO OBLIGATION OR LIABILITY 1 SALEM GREEN OFANYKIND THEIN SENTATIVES. SALEM, MA 01970 AUTHORIZED P s ACORD 25(2001/08) ©ACORD CORPORATION 1988 V IMPORTANT If the certificate holder is an ADDITIONAL IN SURED,the policy(ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 2- Number: CS 021794 , B i rth d ate: 08/30/1949 Expires: 08/30/2005 Tr. no: 3677 Restricted: 00 DAVID S CAMPBELL 131 DODGE ST BEVERLY, MA 01915 Administrator