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HomeMy WebLinkAboutBig Red BarnCS.DWG 01-21-14 8:55 am Printed By: AJC R:\E2013\E2013046A — CORNELL — BIG RED BARN VI dESO iP erEtrr AfNrina N A �uvra€;err- �I z« I lend a B.. +MITAi . IT.'Wl.,NYYEP. 1. . 7 ATf(NS Rctar]A, RARDE 0 IS' GM FIND; Er LE Q Al 1NQ • ,1:L1'. Y�chm j/-' Tb C�ig^4 /. — . 7 E4 n oEN. Y n��4Nlc..rn. Pomo Traile :MRN£LL ONGVW0 CAMPUS PLAN CORNELL UNIVERSITY Big Red Barn Structural Improvements Ithaca, NY 14853 ; ABBREVIATIONS ADDL — ADDITIONAL ANG — ANGLE APPROX — APPROXIMATE BLDG — BUILDING BM — BEAM BOT — BOTTOM BRK — BRICK BRKT — BRACKET BSMT — BASEMENT BTW — BETWEEN CFLG — COUNTERFLASHING CL — CENTERLINE CLR — CLEAR COL — COLUMN CONC — CONCRETE COND — CONDMON CONST — CONSTRUCTION CONT — CONTINUOUS Cu — COPPER DEMO — DEMOLITION DIM — DIMENSION DS — DOWNSPOUT DWG — DRAWING EA — EACH EF — EACH FACE ELEV — ELEVATION ELEC — ELECTRICAL EQ — EQUAL EW — EACH WAY EWEF — EACH WAY EACH FACE EXIST — EXISTING EXPO — EXPOSED FND — FOUNDATION FLG — FLASHING FTG — FOOTING GA — GAUGE GALV — GALVANIZED GLU LAM — GLUE LAMINATED HEF — HORIZONTAL EACH FACE HEW — HORIZONTAL EACH WAY HORIZ — HORIZONTAL IN — INCH INCL — INCLUDE (0) (ING) JT — JOINT LCC — LEAD COATED COPPER LLH LLV LS LOC LT LWGT MANUF MASY MAX MIN MISC MTD NIC NTS OC OPNG OPP OZ R PNL PNT PVMT PWD REQD RFG RMV RWC SAF SIM SS STAG STL STRUC T&G TOS TRANS UNO VERT VIF W/ WD WF WRB WWF — LONG LEG HORIZONTAL — LONG LEG VERTICAL — LIMESTONE — LOCATION — LIGHT — LIGHTWEIGHT — MANUFACTURER — MASONRY — MAXIMUM — MINIMUM — MISCELLANEOUS — MOUNTED — NOT IN CONTRACT — NOT TO SCALE — ON CENTER — OPENING — OPPOSITE — OUNCE — PLATE — PANEL — PAINT (ED) — PAVEMENT — PLYWOOD — REQUIRED — ROOFING — REMOVE (ABLE) — RAIN WATER CONDUCTOR — SELF—ADHERED FLASHING — SIMILAR — STAINLESS STEEL — STAGGERED — STEEL — STRUCTURAL — TONGUE & GROOVE — TOP OF STEEL — TRANSVERSE — TYPICAL — UNLESS NOTED OTHERWISE — VERTICAL — VERIFY IN FIELD — WITH — WOOD — WIDE FLANGE — WEATHER RESISTANT BARRIER — WELDED WIRE FABRIC CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: LIST OF DRAWINGS CS — COVER SHEET S1 — PLANS S1a — ROOF PLANS AND KEYNOTE LEGEND S2 — ELEVATIONS S3 — INTERIOR ELEVATIONS AND SECTIONS S4 — GENERAL NOTES S5 — SECTIONS AND DETAILS S6 — SECTIONS S7 — SECTIONS S8 — CONSTRUCTION SEQUENCING PLANS AND ELEVATIONS S8A — CONSTRUCTION SEQUENCING DETAILS S8B — CONSTRUCTION SEQUENCING DETAILS S9 — DETAILS S10 — DETAILS S11 — WALL TYPICAL DETAILS AND SECTION S12 — ROOF TYPICAL DETAILS AND SECTIONS S13 — SECTIONS AND DETAILS No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: COVER SHEET Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: CS SHEET OF 16 13—S14.DWG 01-21-14 8:58 am Printed By: AJC R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD COPPER ROOFING TRANSITION AT CHIMNEY AND WALL SEE PHOTO DETAIL 2/S13 SELECTIVELY REMOVE WOOD CLADDING EXTENTS SHOWN TO PERMIT INSTALLA ROOFING AND VERTICAL TERMINATIONS WITH NEW BACK PRIMED AND PAINTE MATCH EXISTING (VARIES FROM OTHE REFER TO DETAIL 4/S13 FOR ADD'L I WITHIN THE ON OF NEW REPLACE LUMBER TO NEW WALLS). FO. j LOW SLOPE FLAT S ROOFING TRANSITIO ASPHALT SHINGLE LINTEL REPLACEMENT; REFER TO DETAIL 3/S11 REPLACE NEW DOWNSPOUT AND SCUPPER BOX. REFER TO DETAIL 5/S13 M TO (iPHOTO DETAIL — EAST ELEVATION COPPER ROOF S13 FLAT SEAMED COPPER ROOF WITH DIVERTERS. SEE TYPICAL DETAIL L/S12 NEW STRAINER SIZED TO FIT OUTLET TUBE PREFABRICATED COPPER SCUPPER. SOLDER STRAPS TO FLAT SEAM ROOFING AS NEEDED. ANCHOR TO WALL PER MANUFACTURER SPECS MIN SIZE 8" X 12" WIDE X 6" CONCRETE SPASH BLOCKER 32 OZ. COPPER OUTLET TUBE LAP/RIVET/SOLDER IN PLACE RACK AND KEY ASSEMBLY (2 PER 10'-0" GUTTER LENGTH) 4" ROUND DOWNSPOUT MITER/SOLDER/RIVET CHANGES IN DIRECTION ,SECTION — SCUPPER AND DOWNSPOUT KS13} LEAVE 2" EXPOSED AT BOTTOM OF NEW T AND G REMOVE EXISTING SIDING AND REPLACE WITH NEW 1" X 4" V.I.F. T & G SIDING, BACK PRIMED AND PAINTED TO MATCH 16 OZ. 4" X 6" X 10" BASE FLASHING WOVEN WITH ASPHALT SHINGLES. REFER TO 9/S13 FOR ADDITIONAL INFO. STRIP IN W/ ICE AND PROTECTION MEMBRANE REFER TO TYPICAL CHIMNEY RICKET AND COUNTERFLASHING DETAIL 2/S11 GE OF H THAT N BASE TYPICAL FLASHING REGLET DETAIL 16 OZ. COPPER COUNTER FLASHING 2" WIDE 20 OZ. COPPER CLEATS SPACED EVENLY AT CHIMNEY PHOTO DETAIL — COPPER ROOFING TRANSITION(SECTION, — COPPER ROOF AT CHIMNEY AND WALL �TERMINAAT CHIMNEY REMOVE PAINT LOCALLY AND CONSOLIDATE/PATCH EXPOSED WOOD RAFTERS PRIOR TO REPAINTING. WHERE RAFTER TERMINATES INTO ROOF, FABRICATE 6" EXPOSED 160Z COPPER BOOT THAT LAPS WITH BASE FLASHING AND TERMINATES UNDER RAKE TRIM NEW JAMB FLASHING DORMER WINDOW. REFER TO SECTION 10/S13 FOR ADDUONAL INFO.; PAINT TO MATCH (8PHOTO DETAIL — OVERVIEW OF DORMER FLASHING TERMINATION SEALANT AT TOP AND BOTTOM, Ti?. PROVIDE CONT PROTECTIVE STRIP OF EPDM 0 ROSIN PAPER UNDERLAYMENT TO WRAP AROUND PIPE FOR FULL HEIGHT OF COPPER PRIME COPPER WITH EPDM PRIMER AND PROVIDE ELASTOFORM FLASHING FULLY SOLDERED COPPER COLLAR — \ co 444444 1" MIN. CLEAN AND COAT STEEL RAIL PRIOR TO WATERPROOFING STAINLESS STEEL CLAMPING RING (SECTIONs— POST TERMINATION iaj DRAINING WRB LAPPED FLASHING ASSEMBLY 1" X i" FURRING BEHIND T & G CLADDING BACK PRIMED AND PAINTED 1"X4"(V.I.F.)T&GWOOD SIDING TO MATCH EXISTING 9 ASPHALT SHINGLES UNDERLAYMENT AS SHOWN ON ROOF PLAN FLAT SEAM COPPER ROOF STRIP IN TOP OF BASE FLASHING 4" X 6" X 10" 16 OZ. COPPER BASE FLASHING ROSIN PAPER STRIP IN CORNER OF DORMER/ROOF TRANSMON W/ ICE PROTECTION MEMBRANE SECTION — BASE FLASHING AT DORMER S13 REMOVE ASPHALT SHINGLE ROOF LOCALLY TO FACILITATE INSTALLATION OF COPPER ROOFING. REINSTALL NEW MATCHING SHINGLES IN KIND 16 OZ. FLAT SEAM COPPER; SEE TYP. DETAIL L/S12 ROSIN PAPER HIGH TEMP ICE PROTECTION MEMBRANE i" EXTERIOR PLYWOOD 16 OZ. COPPER BASE FLASHING 16 OZ. FLAT SEAM COPPER CAP (18" X 24" MAX PANEL SIZE) REFER TO TYPICAL DETAIL L HIGH TEMP ICE PROTECTION MEMBER ROSIN PAPER i" EXTERIOR GRADE PLYWOOD 16 OZ. FLAT SEAM COPPER CAP (18" X 24" MAX. PANEL SIZE) REFER TO TYPICAL DETAILS, LAP WITH WEATHER CONT. 1" DIVERTER SOLDERED TO APRON AND DIRECTED TO SCUPPER 16 OZ. COPPER APRON PAINTED TO MATCH NEW CONTINUOUS CUP EXTERIOR PRECAST CAP, V.I.F. PERMIT ENGINEERING REVIEW IN FIELD i" EXTERIOR PLYWOOD HIGH HEAT ICE PROTECTION MEMBRANE ROSIN PAPER BACK PRIMED AND PAINTED BOARD AND BATTEN TO MATCH EXISTING, SET ON NEW DRAINING WRB 20 OZ. COPPER CLEATS SPACED AT 12" O.C.; SECURED W/ COPPER RING SHANK NAILS, LAP DRAINING WRB OVER ASSEMBLY AND PEEN TIGHT TO PLYWOOD 16 OZ. COPPER BASE FLASHING " S.S. MASONRY SCREWS SET 0 2'-0" O.C. W/ MIN. 2" EMBED. SECTION — TYPICAL FLAT SEAM ROOFING INSTALL NEW 4" PLYWOOD BETWEEN FURRING STRIPS AS SHOWN. SECURE W/ BREAK METAL AT PERIMETER W/ STAINLESS STEEL SCREWS, SEAL PERIMETER WITH SPRAY FOAM SEALANT TERMINATE BOARD AND BATTEN 4" ABOVE SURFACE EXISTING BOARDS :'3 BUTmu�,.o��a���.,�s�.w��,�,�.�,nas PANELS S13 NOTE: WHERE SLOPE VARIES CONTRACTOR SHALL MITER FLAT SEAM PANELS AND ADD PANELS WHERE NECESSARY, STILL MAINTAIN DIMENSIONS SHOWN IN THIS DETAIL FOR ALL TERMINATIONS. 20 OZ. 2" WIDE COPPER CLEATS 0 12" O.C. LAP ICE PROTECTION MEMBRANE OVER ROOFING TERMINATION AS SHOWN FIRST SHINGLE TO BE NAILED AND SEALED, SEE TYPICAL DETAIL SET STARTER ON BED OF ROOFING CEMENT (7LOW SLOPE ROOFING TERMINATION S13 ASPHALT SHINGLES SEAL EXPOSED VOIDS IN WINDOW FRAME WITH URETHANE FOAM SEALANT ENSURE THAT NAIL DOES NOT PENETRATE EXISTING WINDOW WEIGHT BOXES EXISTING WINDOW AND DORMER COMPONENTS 16 OZ. COPPER JAMB FLASHING AS SHOWN W/ ROSIN PAPER NOT SHOWN FOR CLARITY — i" HEM " HORIZONTAL FURRING TO SUPPORT T & G CLADDING (NOT SHOWN FOR CLARITY) 1"X4"(V.I.F.)T&GWOOD SIDING TO MATCH EXISTING DRAINING WRB LAP ICE PROTECTION MEMBRANE OVER FLASHING TERMINATION �a SECTION — DORMER JAMB FLASHING S13 CV 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: ui n: �O) O COM 0 ca'' (, O• ' 4 ci 'C7 J 5 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: SECTIONS AND DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S13 SHEET 16 OF 16 U R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:58 am Printed ASPHALT—IMPREGNATED UNDERLAYMENT. ASTM D226 TYPE II (TYPE 30 FELT) 3'-0"; EXTEND ICE PROTECTION MEMBRANE PAST EXTERIOR WALL ON HORIZONTAL PLANE THREE—TAB, IR TYPE ASPHALT SHINGLES. ARRANGE SHINGLES IN (6) COURSE, 6" STEPPED OFF DIAGONAL PATTERN AS SHOWN. REFER TO TYPICAL DETAIL FOR NAILING PATTERN & SEALANTS 16A VENTED PLYWOOD ROOF SHEATHING ICE PROTECTION MEMBRANE AS SHOWN IN ROOF PLAN AT EAVES, DORMERS & VALLEYS EXTERIOR WALL „t*s\o'\''>. FULL SHINGLE OVERVIEW: NEW ASPHALT SHINGLE Ai ROOF LAYOUT & UNDERLAYMENT AT MITERED HIPS, ENSURE THAT SPACER BLOCKS ARE CUT BACK TO ALLOW 2" AIR GAP UP HIP ENGLISH CONTINUOUS 16 OZ. CLEAT L >. .1" 1C'4 N 1" " T/ BLOCKING AT EDGE OF STRUCTURAL SHEATHING AND VENTED ROOF SHEATHING TO PREVENT AIR MIGRATION THROUGH ASSEMBLY ASPHALT SHINGLES UNDERLAYMENT HEM SHALL FINISH 4" �♦ PAST BLOCKING OR SHEATHING 16 OZ. COPPER TRIM INSTALLED AS SHOWN. LAP ADJACENT SECTIONS 3" AND FASTEN AT 12" O.C. MIN.; PAINT TO MATCH 65/8' (145 mm) } EXISTING FASCIA BOARD CONDITION OF SUBSTRATE AT RAKES VARIES SECTION - TYPICAL ROOF RAKE MITER GAMBREL RIDGE TO ENSURE THE CONTINUITY OF AIR SPACE UNDER SHEATHING. BLOCKING MAY BE STAGGERED. STAGGERED VENTED PLYWOOD ROOF SHEATHING. REFER TO TYPICAL DETAIL FOR ADD'L INFO. (PLAN - VENTED ROOF SHEATHING LAYOUT 12" -305 mm) 12" (305 mm) 12" (305 mm) _j fre.1"(25mm) Sealant 1" (25 mm) r� r� FOR STEEP SLOPE APPLICATION (APPROX. 20 IN 12) APPLY 1" SPOTS OF ASPHALT ROOFING CEMENT UNDER EACH TAB CORNER AS SHOWN. DETAIL: TYPICAL ROOFING SHINGLE FASTENING PATTERN PROVIDE 6 STAINLESS STEEL ROOFING NAILS PER SHINGLE AS SHOWN "TRACK OF SOLDER" RESULTS ON TOP OF SEAM WHEN SOLDERING COPPER IS PLACED HERE TO HEAT ALL 4 LAYERS OF METAL SOLDER SWEATED THROUGH ALL LAYERS OF METAL AND VISIBLE AT BACK END OF SEAM. 1" APA RATED PLYWOOD SHEATHING INSTALLED BETWEEN RAFTERS, MATCH DEPTH OF 2X12 BLOCKING. FASTENED WITH 3 ROWS OF #8 X 3" LONG WOOD SCREWS 0 4" O.C. SIMPSON A35 FRAMING ANGLE EACH END OF BLOCKING TO EXISTING RAFTER 2" X 12" BLOCKING INSTALLED BETWEEN RAFTERS; COORDINATE WITH SNOW RAIL BASE PLATE LOCATIONS WALL SECTION & BLOCKING. REFER TO 4/S6 CONDITION VARIES AT EAVES OF DORMERS AND ROOF SLOPES 16 OZ. COPPER TRIM INSTALLED AS SHOWN. LAP ADJACENT SECTIONS 3"; MITER AND SOLDER CORNERS AND FASTEN AT 12" O.C.; PAINT TO MATCH /y LAP ICE PROTECTION MEMBRANE OVER TRIM, TYP. 1ST COURSE OF ASPHALT SHINGLES ASPHALT SHINGLE STARTER COPPER UNDERLAYMENT AT EAVE CORNER CONTINUOUS 16 OZ. CLEAT HEM SHALL FINISH 4" MIN. PAST BLOCKING OR SHEATHING EXISTING RAFTER (6) SECTION -TYPICAL ROOF SAVE TYPICAL ASPHALT SHINGLES BASE PLATE MEASURES 6" X 12" X i"; USE MANUFACTURER'S STANDARD LOCK NUT & WASHER FOR RAIL FLANGE. USE (4) S.S. 50d X 5 1/2" LONG NAILS IN PRE—BORED HOLES TO ATTACH AT ROOF. ENSURE LEVEL INSTALLATION OF PLATE TRIM THIS SHINGLE 1" AT BASE PLATE TO PERMIT INSTALLATION OF RAIL FLANGE ALPINE SNOW RAIL TYPE #125 W/ MILL FINISH ALUMINUM WITH (2) ALUMINUM RAILS, END CAPS, LOCKING COLLARS & (2) ICE FLAGS BETWEEN EA. BASE PLATE. SPACING OF BASEPLATES VARIES DEPENDING ON ROOF SLOPE. REFER TO ROOF PLAN NOTES FOR INFO. INSTALL (3) SHINGLES BEFORE BASE PLATE INSTALLATION COORDINATE WITH DESIGN PROFESSIONAL IN FIELD TO ENSURE THAT NEW BLOCKING AND INSTALLATION OF BASEPLATES DOES NOT INTERFERE WITH VENTED ROOF. %\i— 5" EXPOSURE, TYP. . ,i F SECTION: TYPICAL SNOW RAIL NOTES: 1. TYPICAL SNOW RAIL SHOWN IS FOR 20:12 ROOF SLOPE. BASE PLATE SPACING SHALL VARY FOR OTHER SLOPES AS NOTED ABOVE. 2. #40 PAD STYLE SNOW GUARDS (MILL FINISH) NOT SHOWN FOR CLARITY. INSTALL AS NOTED ON ROOF PLAN. EXPOSED PORTION OF SEAM NICELY "LACED." SOLDER SWEATED THROUGH ALL LAYERS OF METAL AND VISIBLE AT BACK END OF SEAM. CjDETAIL - LOCKED AND SOLDERED JSEAM, TYPICAL FULLY SWEATED SOLDER WITH LACED JOINT AT EXPOSED EDGE. ENSURE SEAM AT UNDERSIDE OF JOINT AND ALL RIVET HEADS ARE FILLED W/ SOLDER ALWAYS LAP WITH WEATHER COPPER RIVETS IN TWO ROWS SPACED AT 22 " O.C. W/ EACH ROW STAGGERED FOR 24 OZ COPPER, USE TYPE 304 STAINLESS STEEL RIVETS SPACED AT 2" 0.C. WITHIN EACH ROW V///////////// K DETAIL - RIVETED AND SOLDERED SEAM, TYPICAL COPPER FLASHING AS DETAILED ROSIN PAPER SPECIFIED UNDERLAYMENT EXISTING SUBSTRATE VARIES LAP, RIVET & SOLDER AT PEAK TO PROVIDE WATERTIGHT CONSTRUCTION. INSTALL SIM. TO CRICKET CONSTRUCTION DETAILS OF GUSSET & CUP 8" MIN. LAP NAILS CONTINUOUSLY HOOKED EDGE OF VALLEY W/ 2" WIDE COPPER CLEATS, SPACED O 16" O.C.; SECURE W/ (2) COPPER RING SHANK NAILS EACH, TYP. r r 1" HIGH "V" FORMED IN OPEN VALLEY, TYP. NOTES: NEW 24 OZ. COPPER VALLEY FLASHING INSTALLED AS SHOWN W/ UNDERLAYMENT & ROSIN PAPER AT EAVE, PROVIDE NEW T—DRIP INTEGRAL TO TRIM & TERMINATE EXPOSED VALLEY AT DRIP EDGE. SOLDER NEW GUSSET TO FORM WATERTIGHT CAP PHOTO DETAIL - OPEN VALLEY 1. (a), (b): FOR EACH 1'-0" OVER 8'-0" ALONG OPEN VALLEY, INCREASE (a) & (b) DIMENSIONS BY in SUCH THAT OPEN VALLEY IS TAPERED OUTWARD MORE AS IT NEARS EAVE. CG DETAIL: TYPICAL ROOF RIDGE ASPHALT SHINGLE INSTALLATION PANS TO MEASURE 18" X 24" MAX., UNLESS OTHERWISE STATED I=mo r r r -H _11_1 1 ri Li ✓ • r r r r 'S. F-0 CLEAT (TYP.). 2 CLEATS PER LONG SIDE OF PAN AND 1 CLEAT PER SHORT SIDE OF PAN ENGAGED IN EACH OF THE 2 ADJACENT "OVER" FOLDS. is" WIDE (MAX.) BUTT CRACK UNDER FOLDS OVER FOLDS CORNERS NOTCHED FLAT SHEET FOLDED SHEET A NOTE: TRANSVERSE SEAMS ARE STAGGERED NOTE: FLAT SEAM PANS ARE INSTALLED ATOP ONE LAYER EACH OF 30# FELT AND ROSIN PAPER. NOTE: PRE—TIN EDGES OF COPPER PANS PRIOR TO FOLDING. BEND BACK OVER NAIL HEADS 2 RING SHANK COPPER NAILS PER CLEAT CLEAT DETAIL FLAT SEAM ROOFING PANS, TYPICAL NOTE: ROOFING AND WATERPROOFING DETAILS HAVE BEEN EXPANDED TO SHOW WATERPROOFING LAPS AND ARE NOT TO SCALE. CV 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: ROOF TYPICAL DETAILS AND SECTIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S12 SHEET 15 OF 16 U R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:58 am Printed DEPTH OF SEALANT SHALL BE HALF OF JOINT WIDTH (4" MIN., Z" MAX) OR AS RECOMMENDED BY PRODUCT MANUFACTURER IN WRITTEN INSTRUCTIONS HOOK DAM IN LEAD—COATED COPPER COUNTERFLASHING. EXIST. SOUND MORTAR TO REMAIN. HEAD JOINT WIDTH SEALANT. SURFACES PRIMED IF REQUIRED, AS DETERMINED FROM MOCKUPS BACKER ROD, SIZED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. NEW MORTAR OR BACKUP SUBSTRATE OF JOINTS OUTSIDE SURFACE EXIST. SUBSTRATE (VARIES) REMOVE ALL EXIST. MORTAR AND SEALANT FROM JOINT. FOR V JOINTS, RAKEOUT DELLILHIOUS MATERIALS FROM JOINT AND SEAL TO BOTH SIDES OF SUBSTRATE. (A)SECTION - NEW SEALANT JOINT *MIN. 3/8"± — LEAD WEDGE SPACED AT 12" O.C. MAX. FILL REGLET WITH MORTAR, UNLESS OTHERWISE SPECIFIED. ENSURE REGLET DRAINS AWAY FROM JOINT WIDTH OF EXPANSION SPACE DEPENDS UPON TIME OF YEAR: WINTER ilg/2"; SPRING/FALL it/8"; SUMMER g/4" RAKE OUT AND REPOINT ALL DETERIORATED MORTAR JOINTS LOCATED BEHIND EXIST. FLASHINGS PRIOR TO INSTALLATION OF NEW FLASHINGS (ASSUME 100%). COPPER COUNTERFLASHING EXISTING BRICK MASONRY SECTION - TYPICAL FLASHING REGLET SELECTIVELY REMOVE AND SALVAGE MASONRY TO PERMIT REMOVAL AND REFUBISHMENT OF UNDERLYING STEEL LINTEL. SCRAPE/PRIME/PAINT LINTEL WITH EPDXY MASTIC PRIOR TO REINSTALLATION OF LINTEL AND SALVAGED MASONRY. REMOVE MORTAR TO TWICE THE JOINT HEIGHT OR UNTIL SOUND MORTAR IS ENCOUNTERED. DO NOT OVER CUT OR DAMAGE EDGE OF MASONRY. ASSUME DEEP REPOINTING FOR CHIMNEY JOINTS OR AT FLASHING (NOM. 1 1/2"). NOTE: HEAD JOINTS SHALL BE REMOVED WITH DIAMOND TIP DRILL/GRINDER BIT OR OTHER MEANS TO EXPOSE VOIDS WITHOUT DAMAGING SURROUNDING BRICK EDGES. REPOINT JOINT IN THIN LIFTS (MAX 1/4") ALLOWING PREVIOUS UFT TO BECOME THUMBPRINT HARD BEFORE PROCEEDING W/ NEXT LIFT. JOINT PROFILE TOOLED TO PROVIDE FINAL APPEARANCE APPROVED DURING MOCKUPS DO NOT OVERCUT MASONRY AT LEADING CORNER DO NOT FEATHER MORTAR ONTO MASONRY BEYOND JOINT; CLEAN UNCURED MORTAR FROM PERIMETER BEFORE IT DRIES EXISTING SOUND MORTAR TO REMAIN. IF OPEN POCKETS ALL 100% SOLID W/ REPOINTING MORTAR. B SECTION - TYPICAL MASONRY REPOINTING SALVAGE EXISTING FLUE LINER AND SUPPORTS FOR REUSE. IF LINER CANNOT BE LEFT IN PLACE DURING CONSTRUCTION, USE QUALIFIED FLUE LINER COMPANY FOR LOCKOUT AND RECONSTRUCTION SALVAGE TERRA COTTA FLUE LINER FOR REUSE; SIZE IS APPROX. 18" X 18" V.I.F. T/ CHIMNEY SELECTIVELY DEMOLISH TOP 3'-0" OF MASONRY CHIMNEY AS SHOWN PERMIT ENGINEERING REVIEW OF SUBSTRATE FOLLOWING SELECTIVE DEMO OF MASONRY ABOVE. CLEAN AND PREPARE SUBSTRATE FOR NEW MASONRY ±4" SHORE MASONRY AS NEEDED TO PREVENT ADDITIONAL CRACKING OF MASONRY OVERHEAD. BACKER ROD AND SEALANT AT VERTICAL JOINT OF CHIMNEY AND BUILDING. (3PHOTO DETAIL - LINTEL REFURBISHMENT KS11JAND LOCAL WALL REBUILD DEMO REINSTALL MISC. PIPE AND VENT CLAMPS DURING CHIMNEY REBUILD, TYP. T/ CHIMNEY NEW FULLY BONDED MASONRY WITH HEAD AND BED JOINTS. SET MASONRY IN RUNNING BOND W/ MATCHING BRICK TO REPLACE EXISTING REPOINT MASONRY 100% AS SHOWN IN ELEVATIONS a EXISTING BRICK VENEER SALVAGED AND REINSTALLED STAINLESS STEEL VENT CAP 16 OZ. COPPER COLLAR FULLY SWEATED AND SOLDERED JOINT TYP. 1" EACH SIDE REBUILD C9(iSECTION�- CHIMNEY DEMO AND REBUILD SECTION ASPHALT SHINGLE ROOF WITH TYPE 30 FELT UNDERLAYMENT (NO VENTED SHEATHING). REUSE EXISTING DECKING WHERE POSSIBLE AND COORDINATE SELECTIVE REPLACEMENT OF ROOF SHEATHING WITH ENGINEER IN FIELD. NEW EAVE WITH DRIP EDGE, SIM. DETAIL C/S12. EXPOSURE OF TRIM SHALL FINISH 1/4" PAST SHEATHING. REFURBISH WOOD FRAMING AND DECORATIVE PANELS BY REMOVING EXISTING COATINGS, CONSOLIDATING AND PATCHING WOOD SUBSTRATE AND THEN PRIMED AND PAINTED TO MATCH EXISTING. ASSUME APPROXIMATELY 10 SF OF PATCHING. CONSOLIDATE AND PATCH ALL END GRAIN OF POSTS BEFORE PRIMING AND PAINTING, TYP. NEW COPPER CLAD WESTERN RED CEDAR SILL. PAINT COPPER TO MATCH EXISTING. TERMINATE FLASHINGS WITH END DAM BEHIND LOUVERS. SEAL OR COLLAR ALL PENETRATIONS IN CLADDING. 20 OZ. COPPER CAP ASSEMBLY RIVETED AND SOLDERED ADJACENT SECTIONS NEW 20 OZ. CONT. COPPER CLEAT i" LOOSE LOCK USE ONLY ENOUGH REFRACTORY MORTAR TO FORM JOINT AND HOLD FLUE UNER IN POSITION REINSTALL SALVAGED FLUE UNER WITH REFRACTORY MORTAR. STRIKE INTERIOR JOINTS OF FLUE LINER SMOOTH AND MAINTAIN APPROX. i" TO in AIR SPACE FROM OUTER DIMENSION OF TERRA COTTA UNER TO INSIDE FACE OF MASONRY, TYP. (4'\PHOTO DETAIL - CUPOLA RESTORATION NOTE: CUPOLA RESTORATION SHALL BE AS NOTED ON ROOF PLAN KEY NOTE 9 SHEET S1A. THE INTENT IS THAT THE CUPOLA BE UFTED OFF THE BUILDING, AND THEN RESTORED BEFORE BEING DROPPED BACK ON A NEW CURB. NOTE: ALL BRICK MASONRY WORK SHOULD FOLLOW THE TECHNICAL NOTES OF THE BRICK INSTITUTE OF AMERICA (BTA). 1 EXTENT OF BRICK REPLACEMENT SHALL BE AS NOTED ON ELEVATION, OR AS SELECTED BY THE DESIGN 1 PROFESSIONAL IN THE FIELD. j� SAW—CUT THE SURROUNDING MORTAR JOINTS OF THE BRICK TO BE REMOVED AND REPLACED, TO A DEPTH OF 3" V MAXIMUM. DO NOT OVERCUT OR DAMAGE EDGES OF ADJACENT MASONRY. REMOVE BRICK USING MANUAL TECHNIQUES (HAMMER & CHISEL) REMOVE EXISTING MORTAR & DEBRIS FROM OPENING, BACK TO THE FACE OF THE EXISTING BACK—UP MASONRY. DAMAGE TO SURROUNDING MASONRY WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. CLEAN & POINT EXISTING BACK—UP MASONRY. WHERE EXTENTS OF LOCALIZED BRICK REBUILD EXCEEDS 2 SF, l_! INSTALL NEW STAINLESS STEEL FLEXIBLE TIES, MIN. 1 PER 1.5 SF. NOTIFY DESIGN PROFESSIONAL WHERE CRACKING APPEARS TO EXTEND THROUGH BACK—UP MASONRY. 4 BUTTER THE TOP, BOTTOM AND EACH SIDE OF THE NEW BRICK TO BE INSTALLED WITH THE APPROVED MORTAR MIX. THE NEW BRICK MUST BE REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL AND OWNER. REPLACEMENT BRICKS SHOULD MATCH THE SIZE, SHAPE, TEXTURE AND COLOR OF THE EXISTING BRICK. PLACE THE NEW BRICK TO MATCH THE ADJACENT SURROUNDING MORTAR JOINT WIDTHS. RAKE THE MORTAR JOINTS ON ALL FOUR SIDES OF THE NEWLY INSTALLED REPLACEMENT BRICK BACK 1 1/2" \_—% MINIMUM FROM THE OUTSIDE FACE. ALLOW THE SETTING MORTAR TO CURE FOR 24 HOURS. POINT THE JOINTS USING THE APPROVED MORTAR, FOLLOWING THE REQUIREMENTS IN THE TYPICAL DETAIL A — MASONRY REPOINTING. DETAIL - TYPICAL LOCALIZED BRICK REBUILD DETAIL EXISTING MASONRY CHIMNEY WITH RUNNING BOND MASONRY. TOP BASE FLASHING WRAPS CORNER 2" MIN. (BEHIND THE CRICKET) AND HAS A SMALL GUSSET PLATE SOLDERED TO ROOF FLANGE TO COMPLETE OUTSIDE CORNER (NOT SHOWN FOR CLARITY). LAP ROOF UNDERLAYMENT ON TOP OF ROOF FLANGE CRICKET 4" NOT SHOWN. COPPER CRICKET N I 1-1/4" WIDE 24 OZ COPPER CUPS. SOLDER TO COUNTERFLASHING AND SET WITH NYLON NAIL—IN ANCHORS OR SOLDERED TO UNDERLYING COPPER FLASHING. 16 OZ. COPPER COUNTERFLASHING INSTALLED AS SHOWN. REGLET INTO MASONRY AND HEM BOTTOM EDGE TO PROVIDE LOOSE LOCK BETWEEN ADJACENT PANELS. 4"X4"X10"16 OZ. COPPER BASE FLASHINGS INTERWOVEN WITH ASPHALT SHINGLES AT FACE OF WALL. MAINTAIN MIN. 8" STEPS FROM TOP OF FINISH ROOF, TYP. COPPER GUSSET PLATE. LOCK AND SOLDER TO NEW CRICKET ASPHALT SHINGLE ROOF REFURBISH SPIRE. CLEAN AND PROVIDE NEW COATING TO MATCH EXISTING. REPLACE EXISTING FASTENING HARDWARE WITH MATCHING STAINLESS STEEL (V.I.F.) STRIP IN ASPHALT SHINGLE TERMINATIONS AT SPIRE WITH ICE PROTECTION MEMBRANE TERMINATE TOP OF CUPOLA WITH SPECIFIED HIP SHINGLES. HIP SHINGLES PER DETAIL G/S12. ENSURE THAT SHINGLES ARE PLIABLE PRIOR TO INSTALLATION. ALL WOOD LOUVERS TO BE REPLACED (X4 SIDES) WITH NEW COPPER LOUVERS PAINTED TO MATCH. SET IN WOOD RABBITS AT WOOD. PROVIDE STIFFENER AT MIDPOINT AND REINFORCE EDGE WITH COPPER SURROUND FASTENED TO WOOD SUBSTRATE. PROVIDE NEW STAINLESS STEEL INSECT SCREEN INTEGRAL TO ASSEMBLY AT BACKSIDE OF LOUVER. TYPE 30 FELT UNDERLAYMENT. STRIP IN PERIMEILH AND VALLEYS WITH ICE PROTECTION MEMBRANE 16 OZ COPPER 4"X4"X10" BASE FLASHINGS INTERWOVEN WITH SHINGLES. DETAIL - NOTES: 1. CRICKET SHALL BE 16' 2. VERIFY ALL DIMENSIONS COPPER GUSSET PLATE. LOCK / AND SOLDER TO NEW CRICKET N ONE PIECE 20 OZ. COLD ROLLED COPPER CRICKET OVER FRAMED WITH EXTERIOR 3/4" PLYWOOD AND ICE PROTECTION MEMBRANE AND ROSIN PAPER. EXTEND COPPER UP UNDER ASPHALT SHINGLES 12" MIN. AND TURN EDGE 1/2" TO SECURE WITH 24 COPPER CLEATS SPACED AT 1'-0" O.C. CRICKET SHALL WRAP OUTSIDE CORNER OF CHIMNEY 2" AS SHOWN. CHIMNEY CRICKET AND COUNTERFLASHING HIGH FROM TOP OF FINISHED ADJACENT ROOF. IN FIELD. T&G PLANKING WITH 2X CENTERED ATOP 2X SILL PLATE. ROOF AS SHOWN ON 4/S11 INSTALL ADDITIONAL 2X'S TO REINFORCE ROOF. FASCIA TO BE REFURBISHED TYPICAL CORNERS (BEYOND) COMPRISED OF (2) 2X6 BOARD WITH 1-1/4" X 5-1/2" FACIA. STRIP IN CURB W/ ICE PROTECTION MEMBRANE 16 OZ COPPER CAP FLASHING TERMINATE AT BASE WITH 20 OZ COPPER T—CUP NAILED TO 2X FASCIA BOARD. ASPHALT SHINGLES (UNDERLAYMENT NOT SHOWN FOR CLARITY. STRIP IN VALLEYS WITH ICE PROTECTION MEMBRANE. (2) LAYERS 3/4" EXTERIOR GRADE PT ROOF SHEATHING b NEW 2"X6" LUMBER CURB. TO MATCH EXISTING (V.I.F.) WITH 16d NAILS SPACED AT 10" O.C. EXISTING FIRE PROTECTION SPRINKLER UNE CENTERED UNDER CUPOLA ROOF. PROTECT OR SALVAGE AND REINSTALL TO FACILITATE SURROUNDING WORK. 1-1/2" VERTICAL TERMINATION 20 OZ COPPER CONTINUOUS CLIP. FULL SOLDERED. EXISTING DUCT LINER AND LOUVER ASSEMBLY ASSOCIATED WITH ORIGINAL VENT FAN. PER NOTE ON ROOF PLAN, THIS SCOPE OF WORK TO BE COORDINATED WITH OWNER FACILITIES GROUP. CONTRACTOR WILL BE RESPONSIBLE FOR COORIDNATION AND INTEGRATING DUCT WORK TO CURB AND CUPOLA ASSEMBLY WITHIN ROUGH OPENING OF ROOF CURB. COORDINATE WITH DESIGN PROFESSIONAL IN FIELD. PERMIT ENGINEERING REVIEW OF CURB CONDITION PRIOR TO COMMENCING WORK SCOPE FOR CUPOLA. (lIDSECTION- CUPOLA COPPER CRICKET CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: WALL TYPICAL DETAILS AND SECTIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S 1 1 SHEET 14 OF 16 U R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:58 am Printed WOOD CROSS BLOCKING CONT. WOOD BLOCKING HARDWOOD FLOOR PLYWOOD 2X SLEEPER 1 1 2X4 WOOD BLOCKING FLAT AT PANEL EDGES FOR MEZZANINE DIAPHRAGM. FASTEN TO EXISTING JOISTS W/ 2 — 10d NAILS (FACE NAILED OR TOE NAILED) EACH END SHEATHING PANEL EDGE, TYP. EXISTING FLOOR JOIST, TYP. WOOD SHEATHING PANEL, TYP. SHEATHING PANEL JOINT SHEATHING PANEL END, TYP. 2X4 CONT. WOOD BLOCKING (FLAT) AT PANEL END JOINTS. FACE NAILED TO CROSS BLOCKING W/ 2 — 10d NAILS AT EACH LOCATION, TYP. STACK ON CROSS BLOCKING. FASTEN W/ 2 — 10d TOE—NAILS TO FLUSH BLOCKING AT ENDS 2X4 WOOD CROSS BLOCKING (FLAT) 0 2'-0" O.C. AT PANEL ENDS. FACE NAIL TO EXISTING JOISTS W/ 2 — 10d NAILS AT EACH END, TYP. (iTYPICAL UNDERSIDE OF MEZZANINE SHEATHING & PANEL JOINT FASTENING NOTES: 1. SHEATHING SHALL BE 15/32 APA RATED STRUCTURAL 1 PLYWOOD SHEATHING. 2. MEZZANINE SHEATHING PANELS SHALL BE STAGGERED IN PLAN. 3. WOOD STRUCTURAL PANELS SHALL NOT BE LESS THAN 4'-0" X 8'-0", EXCEPT AT BOUNDARIES, CHANGES IN FRAMING, AND U.N.O. 4. AT CONTRACTOR'S OPTION, MEZZANINE PLYWOOD MAY BE FIELD CUT SUCH THAT PANEL END JOINTS OCCUR OVER AT EXISTING JOIST. ALL JOISTS AT THE PANEL END JOINTS SHALL BE SISTERED FOR THE FULL LENGTH OF THE JOIST. SISTERS SHALL BE FASTEN TO EXISTING JOISTS W/ 2 STAGGERED ROWS OF 16d NAILS 0 12" O.C. MAX PANEL EDGE BLOCKING SHALL BE INSTALLED PER DETAIL. FURRING SPACED OVER 2 STUDS MIN. ♦ L Y7" GAP BETWEEN BOARDS TYP. J L+ ELEVATION — VENTED CLADDING LAYOUT NOTE: STUDS NOT SHOWN FOR CLARITY, STUD SPACING VARIES FROM 16" TO 24", TYPICAL. 4" FURRING STRIPS, 0 1'-0" O.C. TYP. TYPICAL WALL SECTION & STRUCTURAL SHEATHING U.N.O. REINSTALLED HALF—TIMBER FRAME 4" PLYWOOD (V.I.F. AND ALIGN FOR PROPER TERMINATION OF CEDAR SHAKE OVER HALF TIMBERED FRAME) " SHAKE EXPOSURE 4" TRIM 1" X 10" PLANKS WITH 4" GAP BETWEEN (UNDER BATTENS). REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFO. 24" X in BATTEN; REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFO 2X4 P.T. FURRING AT 2'-0" O.C. WITH STAGGERED SPACING BETWEEN LENGTHS. BOARD LENGTHS SHALL BE NO MORE THAN 4'-0". REFER TO TYPICAL WALL DETAIL FOR NAILING 8d GALVANIZED NAILS AT 24" O.C., 2 PER BOARD AND AT CENTER OF BATTENS TYPE 30 ASPHALT IMPREGNATED UNDERLAYMENT. STRIP IN AT TOP W/ SAF SQUARE WESTERN RED CEDAR SHINGLES (NUMBER 1 BLUE LABEL), PAINTED TO MATCH ON EXTERIOR ONLY. USE 16" LENGTH EXPOSURE MATCHING WIDTH & EXPOSURE OF EXISTING SHINGLES (VARIABLE WIDTHS, 5" EXPOSURE V.I.F.) USE STAINLESS STEEL FASTENERS TYP. STARTER COURSE STRIP IN W/ SAF AT STRUCTURAL SHEATHING COMPRESSIBLE CLOSED—CELL BACKER FORMED TIGHT 16 OZ COPPER TRIM & HEMMED DRIP EDGE, PAINTED TO MATCH CDsi0SECTION: CEDAR SHAKE WALL CLADDING NOTES: 1. FOLLOW ALL RECOMMENDATIONS OF CEDAR SHAKE & SHINGLE BUREAU, AS DENOTED IN THEIR PUBLISHED DESIGN GUIDELINES. 2. INSTALL NAILS SUCH THAT THEY ARE CONCEALED. USE 5d, 14" GALVANIZED NAILS, INSTALLED MIN. (2) PER SHINGLE IN SUCH A WAY TO ACCOMODATE SHINGLE MOVEMENT. 3. SPACE SHINGLES AT i" TO /" (i" TO 4" KEYWAYS) OR i" FOR EVERY 4" SHINGLE WIDTH. 4. LEAVE SIDE LAPS OF A MIN. 11" BETWEEN JOINTS IN SUCCESSIVE SHINGLE COURSES. EXISTING WINDOW PREFABRICATED 4" VENT WITH CRUSH RESISTANT EXTRUDED POLYPROPYLENE CORE FASTEN PLYWOOD W/ 10d NAILS 0 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS TYP. FASTEN PLYWOOD W/ 10d NAILS 0 2" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES WHERE "X" STRAPPING OCCURS. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 6" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES WHERE "X" STRAPPING DOES NOT OCCUR. " 0 CONT. WOOD BLOCKING WOOD CROSS BLOCKING PLYWOOD SHEATHING IS EXISTING SISTERED NOMINAL 2X6 RAFTER ORIGINAL TRUE 2X6 RAFTER REFURBISH EXISTING SILL IN PLACE REFURBISH, DEMO, AND REPLACEMENT. NEW FINISH SHALL MATCH EXISTING " AIR SPACE TERMINATE DRAINING WRB WITH VERTICAL SAF UNDER SILL REFER TO TYPICAL WALL SECTION NEW CLOSED CELL SPRAY FOAM INSULATION PANEL EDGE CUPS (H—CUPS) 0 ROOF DIAPHRAGM (ONE PER BAY) SHEATHING PANEL EDGE, TYP. EXISTING ROOF JOIST, TYP. SHEATHING PANEL JOINT PLYWOOD SHEATHING PANEL, TYP. FASTEN EXISTING RAFTERS W/ (2) ROWS OF 16d NAILS FACE NAILED FROM OPPOSITE SIDES 0 12" O.C. STAGGERED. EXISTING WINDOW WEIGHT BOX (V.I.F.) ENSURE WINDOW WEIGHT BOX IS NOT DAMAGED OR NAILED THROUGH DURING CONSTRUCTION. TERMINATE DRAINING WRB AT JAMB AND WRAP SAF OVER ASSEMBLY. LAP SAF WITH WEATHER AT SILL FLASHING CLOSED CELL SPRAY FOAM INSULATION SHEATHING PANEL END, TYP. 2X4 CONT. WOOD BLOCKING (FLAT) AT PANEL END JOINTS. FACE NAILED TO CROSS BLOCKING W/ 2 — 10d NAILS AT EACH LOCATION, TYP. STACK ON CROSS BLOCKING 2X4 WOOD CROSS BLOCKING (FLAT) 0 2'-0" O.C. AT PANEL ENDS (MIN. 3 PER 4'-0" PANEL WIDTH). FACE NAIL OR TOE—NAIL TO RAFTERS W/ 2 — 10d NAILS AT EACH END, TYP. 2\TYPICAL ROOF SHEATHING AND S10 PANEL JOINT FASTENING DETAIL NOTES: 1. SHEATHING SHALL BE 5/8" APA 40/20 SPAN RATED PLYWOOD SHEATHING. 2. MINIMUM PANEL WIDTH SHALL BE 24" FOR ROOF SHEATHING. 3. ROOF SHEATHING PANELS SHALL BE STAGGERED IN PLAN. 4. WOOD STRUCTURAL PANELS SHALL NOT BE LESS THAN 4'-0" X 8'-0", EXCEPT AT BOUNDARIES, CHANGES IN FRAMING, AND U.N.O. EXISTING WINDOW SILL TO REMAIN (BEYOND) EXISTING WINDOW TRIM MAY BE LEFT IN PLACE DURING EXTERIOR WALL CLADDING REMOVAL, AND REPLACEMENT. IF REMOVAL IS NECESSARY, SALVAGE AND REINSTALL. COORDINATED WITH ENGINEER IN THE FIELD. REFURBISH ALL WINDOW TRIM INSITU. FINISH COATING SHALL MATCH EXISTING NEW BOARD AND BATTEN, REFER TO TYPICAL WALL SECTION \s�o SECTION — TYPICAL WINDOW SILL (5SECTIONo— TYPICAL WINDOW JAMB LEAVE EXISTING WINDOW IN PLACE REMOVE EXISTING DOOR & REPLACE W/ NEW SOUD CORE WESTERN RED CEDAR DOOR TO MATCH COMPLIANT HARDWARE & INTERIOR CRASH BAR TO MATCH EXISTING SIMULATED DMDED WINDOW UTES W/ INTERNAL SPACER TO MATCH EXIST. LAYOUT & DIMENSIONS REFURBISH ALL TRIM AS NOTED ON KEYNOTES (SHEET 1A). ALL REPLACEMENT WOOD SHALL BE WESTERN RED CEDAR TO MATCH EXIST. REPLACE WOOD SILL & ALUMINUM THRESHOLD W/ MATCHING THRESHOLD ASSEMBLY. COORD. W/ DESIGN PROFESSIONAL IN FIELD. SET THRESHOLD ON BED OF SEALANT AT TRANSITION STRIP a PHOTO DETAIL — WEST DOOR REPLACEMENT NEW 20 OZ COPPER FLASHING, LAP WRB AND SAF SIMILAR TO ENLARGED SECTION ON 2/S7 CLOSED CELL SPRAY FOAM INSULATION EXISTING WINDOW TO REMAIN WESTERN RED CEDAR BLOCKING; BACK PRIME AND PAINT, FACE NAIL WITH (2) S.S. 10d NAILS 0 16" O.C. LONG SPAN (STRONG SPAN) OF PANEL APPLIED PERPENDICULAR TO FRAMING TYP. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS TYP. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 6" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES 10" WIDE HORIZONTAL PLANK W/ BEVELED EDGES TO WEATHER. BEVEL ADJACENT BATTEN TERMINATIONS AS WELL REFER TO ELEVATIONS FOR LOCATIONS TYPICAL WALL SECTION EXISTING BRACKET TO REMAIN 13" CUPS AT (3) PER AWNING OR 1'-6" O.C. (WHICHEVER IS GREATER) SOLDERED TO EXPOSED FLASHING APRON ASPHALT SHINGLES WITH COMPATIBLE UNDERLAYMENT " EXTERIOR PLYWOOD SHEATHING, FACE NAILED TO T&G BOARDS WITH S.S. 3d NAILS. IN 6" STAGGERED PATTERN. 4" T & G BOARDS TO MATCH EXISTING, BACK PRIME AND PAINT, FACE NAILED TO T&G BOARDS WITH S.S. 3d NAILS. IN 6" STAGGERED PATTERN. FINISH SOFFIT (NOT SHOWN) WITH 20 OZ. 12" COPPER T—DRIP, SIMILAR TO TYPICAL SOFFIT DETAIL SECTION — TYPICAL WINDOW HEAD AND AWNING s PHOTO DETAIL — BARN DOOR AND THRESHOLD REFURBISH BARN DOOR & TRIM PAINT. REPLACE PERIMETER BACKER ROD & URETHANE SEALANTS AT DOOR REPLACE FULL EXTENT OF EXISTING BARN SILL W/ NEW WESTERN RED CEDAR SILL OF MATCHING DIMENSION. SEAL PERIMETER JOINTS WI URETHANE CAULK cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S 1 0 SHEET 13 OF 16 II II II II II _ I II + + + + + + + ---IH---+ 4" 3 +— �3" +t++++i 101" II II Y7" GAP BETWEEN BOARDS TYP. J L+ ELEVATION — VENTED CLADDING LAYOUT NOTE: STUDS NOT SHOWN FOR CLARITY, STUD SPACING VARIES FROM 16" TO 24", TYPICAL. 4" FURRING STRIPS, 0 1'-0" O.C. TYP. TYPICAL WALL SECTION & STRUCTURAL SHEATHING U.N.O. REINSTALLED HALF—TIMBER FRAME 4" PLYWOOD (V.I.F. AND ALIGN FOR PROPER TERMINATION OF CEDAR SHAKE OVER HALF TIMBERED FRAME) " SHAKE EXPOSURE 4" TRIM 1" X 10" PLANKS WITH 4" GAP BETWEEN (UNDER BATTENS). REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFO. 24" X in BATTEN; REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFO 2X4 P.T. FURRING AT 2'-0" O.C. WITH STAGGERED SPACING BETWEEN LENGTHS. BOARD LENGTHS SHALL BE NO MORE THAN 4'-0". REFER TO TYPICAL WALL DETAIL FOR NAILING 8d GALVANIZED NAILS AT 24" O.C., 2 PER BOARD AND AT CENTER OF BATTENS TYPE 30 ASPHALT IMPREGNATED UNDERLAYMENT. STRIP IN AT TOP W/ SAF SQUARE WESTERN RED CEDAR SHINGLES (NUMBER 1 BLUE LABEL), PAINTED TO MATCH ON EXTERIOR ONLY. USE 16" LENGTH EXPOSURE MATCHING WIDTH & EXPOSURE OF EXISTING SHINGLES (VARIABLE WIDTHS, 5" EXPOSURE V.I.F.) USE STAINLESS STEEL FASTENERS TYP. STARTER COURSE STRIP IN W/ SAF AT STRUCTURAL SHEATHING COMPRESSIBLE CLOSED—CELL BACKER FORMED TIGHT 16 OZ COPPER TRIM & HEMMED DRIP EDGE, PAINTED TO MATCH CDsi0SECTION: CEDAR SHAKE WALL CLADDING NOTES: 1. FOLLOW ALL RECOMMENDATIONS OF CEDAR SHAKE & SHINGLE BUREAU, AS DENOTED IN THEIR PUBLISHED DESIGN GUIDELINES. 2. INSTALL NAILS SUCH THAT THEY ARE CONCEALED. USE 5d, 14" GALVANIZED NAILS, INSTALLED MIN. (2) PER SHINGLE IN SUCH A WAY TO ACCOMODATE SHINGLE MOVEMENT. 3. SPACE SHINGLES AT i" TO /" (i" TO 4" KEYWAYS) OR i" FOR EVERY 4" SHINGLE WIDTH. 4. LEAVE SIDE LAPS OF A MIN. 11" BETWEEN JOINTS IN SUCCESSIVE SHINGLE COURSES. EXISTING WINDOW PREFABRICATED 4" VENT WITH CRUSH RESISTANT EXTRUDED POLYPROPYLENE CORE FASTEN PLYWOOD W/ 10d NAILS 0 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS TYP. FASTEN PLYWOOD W/ 10d NAILS 0 2" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES WHERE "X" STRAPPING OCCURS. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 6" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES WHERE "X" STRAPPING DOES NOT OCCUR. " 0 CONT. WOOD BLOCKING WOOD CROSS BLOCKING PLYWOOD SHEATHING IS EXISTING SISTERED NOMINAL 2X6 RAFTER ORIGINAL TRUE 2X6 RAFTER REFURBISH EXISTING SILL IN PLACE REFURBISH, DEMO, AND REPLACEMENT. NEW FINISH SHALL MATCH EXISTING " AIR SPACE TERMINATE DRAINING WRB WITH VERTICAL SAF UNDER SILL REFER TO TYPICAL WALL SECTION NEW CLOSED CELL SPRAY FOAM INSULATION PANEL EDGE CUPS (H—CUPS) 0 ROOF DIAPHRAGM (ONE PER BAY) SHEATHING PANEL EDGE, TYP. EXISTING ROOF JOIST, TYP. SHEATHING PANEL JOINT PLYWOOD SHEATHING PANEL, TYP. FASTEN EXISTING RAFTERS W/ (2) ROWS OF 16d NAILS FACE NAILED FROM OPPOSITE SIDES 0 12" O.C. STAGGERED. EXISTING WINDOW WEIGHT BOX (V.I.F.) ENSURE WINDOW WEIGHT BOX IS NOT DAMAGED OR NAILED THROUGH DURING CONSTRUCTION. TERMINATE DRAINING WRB AT JAMB AND WRAP SAF OVER ASSEMBLY. LAP SAF WITH WEATHER AT SILL FLASHING CLOSED CELL SPRAY FOAM INSULATION SHEATHING PANEL END, TYP. 2X4 CONT. WOOD BLOCKING (FLAT) AT PANEL END JOINTS. FACE NAILED TO CROSS BLOCKING W/ 2 — 10d NAILS AT EACH LOCATION, TYP. STACK ON CROSS BLOCKING 2X4 WOOD CROSS BLOCKING (FLAT) 0 2'-0" O.C. AT PANEL ENDS (MIN. 3 PER 4'-0" PANEL WIDTH). FACE NAIL OR TOE—NAIL TO RAFTERS W/ 2 — 10d NAILS AT EACH END, TYP. 2\TYPICAL ROOF SHEATHING AND S10 PANEL JOINT FASTENING DETAIL NOTES: 1. SHEATHING SHALL BE 5/8" APA 40/20 SPAN RATED PLYWOOD SHEATHING. 2. MINIMUM PANEL WIDTH SHALL BE 24" FOR ROOF SHEATHING. 3. ROOF SHEATHING PANELS SHALL BE STAGGERED IN PLAN. 4. WOOD STRUCTURAL PANELS SHALL NOT BE LESS THAN 4'-0" X 8'-0", EXCEPT AT BOUNDARIES, CHANGES IN FRAMING, AND U.N.O. EXISTING WINDOW SILL TO REMAIN (BEYOND) EXISTING WINDOW TRIM MAY BE LEFT IN PLACE DURING EXTERIOR WALL CLADDING REMOVAL, AND REPLACEMENT. IF REMOVAL IS NECESSARY, SALVAGE AND REINSTALL. COORDINATED WITH ENGINEER IN THE FIELD. REFURBISH ALL WINDOW TRIM INSITU. FINISH COATING SHALL MATCH EXISTING NEW BOARD AND BATTEN, REFER TO TYPICAL WALL SECTION \s�o SECTION — TYPICAL WINDOW SILL (5SECTIONo— TYPICAL WINDOW JAMB LEAVE EXISTING WINDOW IN PLACE REMOVE EXISTING DOOR & REPLACE W/ NEW SOUD CORE WESTERN RED CEDAR DOOR TO MATCH COMPLIANT HARDWARE & INTERIOR CRASH BAR TO MATCH EXISTING SIMULATED DMDED WINDOW UTES W/ INTERNAL SPACER TO MATCH EXIST. LAYOUT & DIMENSIONS REFURBISH ALL TRIM AS NOTED ON KEYNOTES (SHEET 1A). ALL REPLACEMENT WOOD SHALL BE WESTERN RED CEDAR TO MATCH EXIST. REPLACE WOOD SILL & ALUMINUM THRESHOLD W/ MATCHING THRESHOLD ASSEMBLY. COORD. W/ DESIGN PROFESSIONAL IN FIELD. SET THRESHOLD ON BED OF SEALANT AT TRANSITION STRIP a PHOTO DETAIL — WEST DOOR REPLACEMENT NEW 20 OZ COPPER FLASHING, LAP WRB AND SAF SIMILAR TO ENLARGED SECTION ON 2/S7 CLOSED CELL SPRAY FOAM INSULATION EXISTING WINDOW TO REMAIN WESTERN RED CEDAR BLOCKING; BACK PRIME AND PAINT, FACE NAIL WITH (2) S.S. 10d NAILS 0 16" O.C. LONG SPAN (STRONG SPAN) OF PANEL APPLIED PERPENDICULAR TO FRAMING TYP. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS TYP. FASTEN PLYWOOD PANELS W/ 10d NAILS 0 6" O.C. ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES 10" WIDE HORIZONTAL PLANK W/ BEVELED EDGES TO WEATHER. BEVEL ADJACENT BATTEN TERMINATIONS AS WELL REFER TO ELEVATIONS FOR LOCATIONS TYPICAL WALL SECTION EXISTING BRACKET TO REMAIN 13" CUPS AT (3) PER AWNING OR 1'-6" O.C. (WHICHEVER IS GREATER) SOLDERED TO EXPOSED FLASHING APRON ASPHALT SHINGLES WITH COMPATIBLE UNDERLAYMENT " EXTERIOR PLYWOOD SHEATHING, FACE NAILED TO T&G BOARDS WITH S.S. 3d NAILS. IN 6" STAGGERED PATTERN. 4" T & G BOARDS TO MATCH EXISTING, BACK PRIME AND PAINT, FACE NAILED TO T&G BOARDS WITH S.S. 3d NAILS. IN 6" STAGGERED PATTERN. FINISH SOFFIT (NOT SHOWN) WITH 20 OZ. 12" COPPER T—DRIP, SIMILAR TO TYPICAL SOFFIT DETAIL SECTION — TYPICAL WINDOW HEAD AND AWNING s PHOTO DETAIL — BARN DOOR AND THRESHOLD REFURBISH BARN DOOR & TRIM PAINT. REPLACE PERIMETER BACKER ROD & URETHANE SEALANTS AT DOOR REPLACE FULL EXTENT OF EXISTING BARN SILL W/ NEW WESTERN RED CEDAR SILL OF MATCHING DIMENSION. SEAL PERIMETER JOINTS WI URETHANE CAULK cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S 1 0 SHEET 13 OF 16 U R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:58 am Printed ORIGINAL TRUE 2X6 STUD 2X8 WOOD BLOCKING TOE—NAILED W/ 3 — 8d NAILS EACH END; 2 BAYS MINIMUM EACH SIDE OF OPENING, TYPICAL FASTEN SHEATHING TO WOOD BLOCKING W/ 2 ROWS OF 10d NAILS 0 2" O.C. STAGGERED COILED STRAPPING; SEE ELEVATION SIMPSON A35 FRAMING ANGLE W/ 12 — 8d NAILS CONNECTING EXISTING HEADER TO EXISTING KING STUD, TYPICAL 2 LOCATIONS FACE NAIL EXISTING KING STUD TO EXISTING HEADER W/ 2 ROWS OF 6 — 16d NAILS MAIN. SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING EXISTING KING/JACK STUD TO BOTTOM PLATE AND KING STUD TO TOP PLATE, EACH SIDE OF KING/JACK STUD 2X6 WOOD BLOCKING FACE NAILED FROM BELOW W/ 2 ROWS OF 10d NAILS ® 3" O.C. STAGGERED SIMPSON HGA1O CLIPS W/ 4 SDS 4" X 3" SCREWS EACH LEG TYPICAL TYPICAL WINDOW OPENING STRAPPING DETAIL SCALE: 3/4" = 1'-0" NOTES: 1. 2. PROVIDE COILED STRAPPING ON EXTERIOR FACE OF SHEATHING; SHOWN HERE ON FRAMING FOR CLARITY. SEE TYPICAL WALL STUD DETAIL FOR ADDITIONAL INFO. 3. SEE TYPICAL SHEAR WALL SHEATHING FASTENING DETAIL FOR ADDITIONAL INFO. 4. IF NO EXISTING KING STUD IS PRESENT, PROVIDE A SISTERED FULL HEIGHT KING STUD FASTENED TO EXISTING JACK STUD SIMILAR TO THE SISTERED STUD CONDITION IN THE TYPICAL WALL STUD DETAIL. NEW 2X6 FULL HEIGHT STUD AT LOCATIONS WHERE EXISTING STUD SPACING EXCEEDS 24" O.C. EQ. EQ. / / EXISTING TRUE 2X6 STUD SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING ALL NEW AND EXISTING STUDS AND BOTTOM PLATES, TYPICAL ADDITIONAL INTERMEDIATE STUD NOTE: FOR BIDDING PURPOSES INCLUDE 25 NEW FULL HEIGHT STUDS TO ACCOUNT FOR THIS EXISTING CONDITION. C) TYPICAL HOLD DOWN }DETAIL SHEATHING PANEL JOINT EXISTING TRUE 2X6 STUDS DOUBLE 2X6 FULL HEIGHT STUD AT SHEATHING PANEL JOINT, FACE NAIL TOGETHER W/ 2 ROWS OF 16d NAILS DRIVEN FROM OPPOSITE SIDES AS SHOWN BELOW " EQ. / // EQ. . • SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING NEWSISTERED STUDS TO BOTTOM PLATES, TYPICAL ADDITIONAL INTERMEDIATE DOUBLE DOUBLE AT SHEATHING PANEL JOINT EXISTING TRUE 2X6 STUD V.I.F. TYP. HOLD DOWN AT ALL WALL/CORNERS, TYP. EXISTING TRUE 6X6 ® CORNERS V.I.F. SIMPSON HDU2 — SDS2.5 HOLD DOWN W/ 6 SDS 4"0 X 2" SCREWS AND 2"o SIMPSON TITAN HD SCREW ANCHOR W/ 4" EMBED. MIN. AT ALL WALL ENDS/CORNERS, TYP. EXISTING TRUE 6X6 ® CORNERS V.I.F. SILL PLATE REINF. CONCRETE SILL; SEE PLAN AT WALL EN AT WALL ENDS STUD ►/ COILED STRAPPING; SEE ELEVATION I cV 2x6 WOOD BLOCKING FACE NAILED WITH W/ 2 ROWS OF 16d NAILS 0 3" O.C. STAGGERED SIMPSON HDU2 — SDS2.5 HOLD DOWN W/ SDS 1/4"5 X 2 1/2" SCREWS AND 1/2"0 TITEN HD SCREW ANCHOR W/ 4 1/2" EMBED. MIN. AT EACH SIDE OF DOOR OPENING. 2 LAMINATIONS, ROVIDE 10D NAILS. 3 LAMINATIONS ROVIDE 30d NAILS SIMPSON A35 FRAMING ANGLE TYPICAL 0 EXISTING TRUE 2X6 STUD V.I.F., TYP. REINFORCED CONCRETE SILL; SEE PLAN <-> 2 TYPICAL DOOR OPENING STRAPPING DETAIL S9 / AL3/4" = / NOTSCES:E: 1. REFER TO TYPICAL WINDOW STRAPPING DETAIL FOR ADDITIONAL INFO. 2 PROVIDE COILED STRAPPING ON EXTERIOR FACE OF SHEATHING; SHOWN HERE ON FRAMING FOR CLARITY. 3. SEE TYPICAL WALL STUD DETAIL FOR ADDITIONAL INFO. 4. SEE TYPICAL SHEAR WALL SHEATHING FASTENING DETAIL FOR ADDITIONAL INFO. 5. IF NO EXISTING KING STUD IS PRESENT, PROVIDE A SISTERED FULL HEIGHT KING STUD FASTENED TO EXISTING JACK STUD SIMILAR TO THE SISTERED STUD CONDITION IN THE TYPICAL WALL STUD DETAIL. V� EXISTING TRUE 2X6 STUDS V.I.F. 2X6 FULL HEIGHT SISTERED STUD; FACE NAILED TO EXISTING STUD W/ 10d NAILS DRIVEN FROM OPPOSITES SIDE AS SHOWN BELOW EQ. 1 / 2 • • 1 EQ. • o o • • • SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING EXISTING AND SISTERED STUD TO BOTTOM PLATES, TYPICAL FULL HEIGHT SISTERED STUD AT ROTTED, DAMAGED, OR CRACKED EXISTING STUD NOTE: FOR BIDDING PURPOSES INCLUDE 15 NEW FULL HEIGHT STUDS TO ACCOUNT FOR THIS EXISTING CONDITION. � WALL STUD DETAIL (TYPICAL CONTINUOUS WOOD CHORD OR BLOCKING; SEE DETAILS 1'-0" MIN. SPLICE LENGTH CONTINUOUS CMSTC16 LG STRAP, SPLICED AS REQUIRED; SEE PLAN & DETAILS MIN. (13) 16d NAILS OR (15) 10d NAILS PER SPLICE (1YPICAL CMSTC 16 LG STRAP "/OVERLAP/SPLICE DETAIL NOTE: NO LAP SPLICE IS REQUIRED FOR CS16. MINIMUM COIL LENGTH OF 150 FT. SHEATHING PANEL EDGE SHEATHING EDGE FASTENING; SEE WOOD SHEAR WALL SCHEDULE SHEATHING FIELD FASTENING; SEE WOOD SHEAR WALL SCHEDULE 1-1 1'1 , 1-1 H // N, -1. `} r LONG SPAN (STRONG SPAN) OF PANEL APPLIED PERPENDICULAR TO FRAMING TYP. • --•-I••I—=------•-1•f " I ' 1 ' I I -1• 2X4 WOOD BLOCKING AT HORIZONTAL SHEATHING PANEL JOINTS, TYP. PANEL EDGE NAILING PER SCHEDULE SHEATHING PANEL JOINT PROVIDE NEW SISTERED STUD AT VERTICAL SHEATHING PANEL JOINTS, TYP. SEE TYPICAL WALL STUD DETAIL SHEATHING PANEL EDGE CCS9IYPICAL SHEAR WALL SHEATHING FASTENING DETAIL NOTE: SEE WOOD SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS WOOD SHEAR WALL SCHEDULE PANEL DESIGNATION SHEATHING THICKNESS END V LENGTH SHEATHING FASTENERS REMARKS CLEAR SPAN 3/4" 6" V 10d — EXISTING TRUE 2X6 STUD V.I.F., TYP. FACE NAIL EXISTING KING TO EXISTING JACK STUD ' NAILING SHOWN BELOW 2" 3/4" 3" SEE ELEVATION — ,.... I' . . . ............. . . 1, EQ. I EQ. to to 1II II F II F ( \ rlp---N il\\ . SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING EXISTING KING/JACK STUD TO BOTTOM PLATE AND KING STUD TO TOP PLATE, EACH SIDE OF KING/JACK STUD 2X6 WOOD BLOCKING FACE NAILED FROM BELOW W/ 2 ROWS OF 10d NAILS ® 3" O.C. STAGGERED SIMPSON HGA1O CLIPS W/ 4 SDS 4" X 3" SCREWS EACH LEG TYPICAL TYPICAL WINDOW OPENING STRAPPING DETAIL SCALE: 3/4" = 1'-0" NOTES: 1. 2. PROVIDE COILED STRAPPING ON EXTERIOR FACE OF SHEATHING; SHOWN HERE ON FRAMING FOR CLARITY. SEE TYPICAL WALL STUD DETAIL FOR ADDITIONAL INFO. 3. SEE TYPICAL SHEAR WALL SHEATHING FASTENING DETAIL FOR ADDITIONAL INFO. 4. IF NO EXISTING KING STUD IS PRESENT, PROVIDE A SISTERED FULL HEIGHT KING STUD FASTENED TO EXISTING JACK STUD SIMILAR TO THE SISTERED STUD CONDITION IN THE TYPICAL WALL STUD DETAIL. NEW 2X6 FULL HEIGHT STUD AT LOCATIONS WHERE EXISTING STUD SPACING EXCEEDS 24" O.C. EQ. EQ. / / EXISTING TRUE 2X6 STUD SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING ALL NEW AND EXISTING STUDS AND BOTTOM PLATES, TYPICAL ADDITIONAL INTERMEDIATE STUD NOTE: FOR BIDDING PURPOSES INCLUDE 25 NEW FULL HEIGHT STUDS TO ACCOUNT FOR THIS EXISTING CONDITION. C) TYPICAL HOLD DOWN }DETAIL SHEATHING PANEL JOINT EXISTING TRUE 2X6 STUDS DOUBLE 2X6 FULL HEIGHT STUD AT SHEATHING PANEL JOINT, FACE NAIL TOGETHER W/ 2 ROWS OF 16d NAILS DRIVEN FROM OPPOSITE SIDES AS SHOWN BELOW " EQ. / // EQ. . • SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING NEWSISTERED STUDS TO BOTTOM PLATES, TYPICAL ADDITIONAL INTERMEDIATE DOUBLE DOUBLE AT SHEATHING PANEL JOINT EXISTING TRUE 2X6 STUD V.I.F. TYP. HOLD DOWN AT ALL WALL/CORNERS, TYP. EXISTING TRUE 6X6 ® CORNERS V.I.F. SIMPSON HDU2 — SDS2.5 HOLD DOWN W/ 6 SDS 4"0 X 2" SCREWS AND 2"o SIMPSON TITAN HD SCREW ANCHOR W/ 4" EMBED. MIN. AT ALL WALL ENDS/CORNERS, TYP. EXISTING TRUE 6X6 ® CORNERS V.I.F. SILL PLATE REINF. CONCRETE SILL; SEE PLAN AT WALL EN AT WALL ENDS STUD ►/ COILED STRAPPING; SEE ELEVATION I cV 2x6 WOOD BLOCKING FACE NAILED WITH W/ 2 ROWS OF 16d NAILS 0 3" O.C. STAGGERED SIMPSON HDU2 — SDS2.5 HOLD DOWN W/ SDS 1/4"5 X 2 1/2" SCREWS AND 1/2"0 TITEN HD SCREW ANCHOR W/ 4 1/2" EMBED. MIN. AT EACH SIDE OF DOOR OPENING. 2 LAMINATIONS, ROVIDE 10D NAILS. 3 LAMINATIONS ROVIDE 30d NAILS SIMPSON A35 FRAMING ANGLE TYPICAL 0 EXISTING TRUE 2X6 STUD V.I.F., TYP. REINFORCED CONCRETE SILL; SEE PLAN <-> 2 TYPICAL DOOR OPENING STRAPPING DETAIL S9 / AL3/4" = / NOTSCES:E: 1. REFER TO TYPICAL WINDOW STRAPPING DETAIL FOR ADDITIONAL INFO. 2 PROVIDE COILED STRAPPING ON EXTERIOR FACE OF SHEATHING; SHOWN HERE ON FRAMING FOR CLARITY. 3. SEE TYPICAL WALL STUD DETAIL FOR ADDITIONAL INFO. 4. SEE TYPICAL SHEAR WALL SHEATHING FASTENING DETAIL FOR ADDITIONAL INFO. 5. IF NO EXISTING KING STUD IS PRESENT, PROVIDE A SISTERED FULL HEIGHT KING STUD FASTENED TO EXISTING JACK STUD SIMILAR TO THE SISTERED STUD CONDITION IN THE TYPICAL WALL STUD DETAIL. V� EXISTING TRUE 2X6 STUDS V.I.F. 2X6 FULL HEIGHT SISTERED STUD; FACE NAILED TO EXISTING STUD W/ 10d NAILS DRIVEN FROM OPPOSITES SIDE AS SHOWN BELOW EQ. 1 / 2 • • 1 EQ. • o o • • • SIMPSON A35 FRAMING ANGLE W/ 12-8d NAILS CONNECTING EXISTING AND SISTERED STUD TO BOTTOM PLATES, TYPICAL FULL HEIGHT SISTERED STUD AT ROTTED, DAMAGED, OR CRACKED EXISTING STUD NOTE: FOR BIDDING PURPOSES INCLUDE 15 NEW FULL HEIGHT STUDS TO ACCOUNT FOR THIS EXISTING CONDITION. � WALL STUD DETAIL (TYPICAL CONTINUOUS WOOD CHORD OR BLOCKING; SEE DETAILS 1'-0" MIN. SPLICE LENGTH CONTINUOUS CMSTC16 LG STRAP, SPLICED AS REQUIRED; SEE PLAN & DETAILS MIN. (13) 16d NAILS OR (15) 10d NAILS PER SPLICE (1YPICAL CMSTC 16 LG STRAP "/OVERLAP/SPLICE DETAIL NOTE: NO LAP SPLICE IS REQUIRED FOR CS16. MINIMUM COIL LENGTH OF 150 FT. SHEATHING PANEL EDGE SHEATHING EDGE FASTENING; SEE WOOD SHEAR WALL SCHEDULE SHEATHING FIELD FASTENING; SEE WOOD SHEAR WALL SCHEDULE 1-1 1'1 , 1-1 H // N, -1. `} r LONG SPAN (STRONG SPAN) OF PANEL APPLIED PERPENDICULAR TO FRAMING TYP. • --•-I••I—=------•-1•f " I ' 1 ' I I -1• 2X4 WOOD BLOCKING AT HORIZONTAL SHEATHING PANEL JOINTS, TYP. PANEL EDGE NAILING PER SCHEDULE SHEATHING PANEL JOINT PROVIDE NEW SISTERED STUD AT VERTICAL SHEATHING PANEL JOINTS, TYP. SEE TYPICAL WALL STUD DETAIL SHEATHING PANEL EDGE CCS9IYPICAL SHEAR WALL SHEATHING FASTENING DETAIL NOTE: SEE WOOD SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS WOOD SHEAR WALL SCHEDULE PANEL DESIGNATION SHEATHING THICKNESS a (PANEL EDGES) b (PANEL FIELD) SHEATHING FASTENERS REMARKS A 3/4" 6" 12" 10d — A\ 3/4" 3" 12" 10d — NOTES: 1. WOOD STRUCTURAL PANELS SHALL NOT BE CHANGES IN FRAMING, AND U.N.O. 2. WOOD STRUCTURAL PANELS SHALL BE APA AS REQUIRED ON EXTERIOR FACE. LESS THAN 4'-0" X 8'-0", EXCEPT AT BOUNDARIES, RATED STRUCTURAL 1 APPLIED OVER EXISTING/NEW STUDS 3. NAILS SHALL BE COATED LOCATED AT LEAST " FROM EDGES AND ENDS OF PANELS. PLYWOOD SHEATHING WOOD BLOCKING; FASTENED AT EACH END WITH 2 — 10d NAILS (FACE NAILED OR TOE NAILED) WOOD STUD CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S9 SHEET 12 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:58 am Printed By: AJC 8'-8" MAX. 8" MIN. fi 24" V.I.F. 1 PROPOSED 6'-0" MAX. VA SILL REPLACEMENT SECTION STEP 1 33 ,,;aNNN_ EXISTING TIMBER SILL AT CONDfl1ONS UNDER WINDOWS, SISTER STUD FULL HEIGHT TO UNDERSIDE OF SILL PLATE SUPPORTING WINDOW STEP 3: REMOVE EXISTING INSULATION AS REQUIRED EXISTING TRUE 2X6 STUDS; SPACING OBSERVED DURING PROBING RANGED FROM 24" O.C. TO 30" O.C. V.I.F. STEP 1: REMOVE EXISTING BOARD AND BATTEN CLADDING TO EXPOSE (1) STUD BAY BEYOND PROPOSED 6'-0" MAX SILL REPLACEMENT SECTION STEP 2: REMOVE EXISTING TRUE 2X6 FURRING EXISTING RUBBLE STONE FOUNDATION STEP 13: SHORING LUMBER TO BE REMOVED AFTER EXISTING CUT STUDS ARE SISTERED STEP 12: SISTER EXISTING STUDS CUT BACK PER TYPICAL DETAIL B/S8B STEP 12 CONT.: INFILL W/ SOLID BLOCKING TYPICAL; WIDTH AND DEPTH OF BLOCKING TO MATCH WIDTH AND DEPTH OF EXISTING STUDS (TRUE 2X6). STEP 3 STEP 11: PRESSURE TREATED SILL PLATE; SEE 1/S5 STEP 10: REINFORCED CONCRETE CURB; SEE 1/S5 °TYPICAL SILL REPLACEMENT SHORING DETAIL SCALE: 3/4" = 1'-0" NOTES: 1. EXISTING SILL REPLACEMENT SECTIONS 6'—O" MAX. LONG. 2. ALLOW 72 HOURS CURING TIME FOR CONCRETE BETWEEN ADJACENT SILL REPLACEMENT SECTIONS N • 6'-0" MIN. TO NEXT SILL REPLACEMENT SECTION EXISTING TRUE 2X6 STUD STEP4: 2X6 SISTERED STUD; FACE NAIL TO EXISTING STUD W/ 2 — ROWS OF 12d NAILS 0 8" O.C. STAGGERED, TYP. STEP 6: FASTEN SHORING LUMBER TO EACH STUD W/ 1/4" X 32" SIMPSON SDS SCREWS, TYPICAL AT ENDS • + WWwW+ STEP 7: FASTEN SHORING LUMBER TO EACH EXISTING STUD W/ 1/4" X 3 1/2" SIMPSON SDS SCREWS, TYP. SEE DETAIL FOR CONNECTION AT JAMB STUD ON SOUTH WALL. VA 4 PROPOSED 6'-0" MAX. SILL REPLACEMENT SECTION STEP 2 EXISTING BOARD AND BATTEN CLADDING 2X4 CONT. WOOD BLOCKING STACKED OVER TEMP. WOOD STRUCTURAL PANEL STEP 15: FACE NAIL WITH 30d NAILS 0 6" O.C. TEMP. WOOD STRUCTURAL PANEL 6'-0" MIN. TO NEXT SILL REPLACEMENT SECTION STEP 5: 1.75 X 16" LVL SHORING BEAM STEP 14: VERIFY ADEQUATE ACCESS TO INSTALL SILL SCREW ANCHORS STEP 8: CUT BACK EXISTING STUDS (3" MIN) AFTER SHORING IS COMPLETE, AS REQUIRED FOR CONCRETE SILL INSTALLATION. STEP 9: AFTER EXISTING STUDS ARE SHORED, DEMO EXISTING TIMBER SILL DENOTES EXTENTS OF TEMP. E" APA RATED EXTERIOR GRADE WOOD STRUCTURAL PANEL; HOLD PANEL WIDTH TO INSIDE SISTERED STUD EACH SIDE. PANEL TO COVER 2 BAYS MAX. FASTEN WITH 4" X 5" SIMPSON SDS SCREWS 0 6" O.C. ALONG 3 SIDES PARTIAL ELEVATIONS STEP 4 EXISTING TRUE 2X6 KING STUD (V.I.F.) EXISTING TRUE 2X6 JAMB STUD FASTEN EXISTING STUDS TOGETHER W/ 2— ROWS OF 12d NAILS 0 8" O.C. STAGGERED, TYP. NAILED FROM OPPOSITE FACES SIMPSON SDS SCREWS INTO EACH STUD PER STEP 7. SIMPSON L90 FRAMING ANGLE W/ 10-10d NAILS TYPICAL SHORING BEAM TO JAMB STUD CONNECTION ON SOUTH WALL 2X6 SISTERED STUD EACH SIDE OF CUT BACK OR DAMAGED EXISTING STUD " 0 INFILL W/ SOLID BLOCKING, WIDTH AND DEPTH TO MATCH EXISTING CAVITY AFTER CUTTING AND REMOVAL OF STUD. SHIM AS REQUIRED TO ENSURE FULL BEARING ON BLOCKING. EXISTING TRUE 2X6 STUD V.I.F. 2'-0" MIN. EXTENT OF 2X6 SISTERED STUD; FACE NAILED TO EXISTING STUD W/ 10d NAILS DRIVEN FROM OPPOSITES SIDE AS SHOWN BELOW A FACE NAIL FROM OPPOSITE SIDE SIMILAR TO A AND B B CPARTIAL HEIGHT SISTERS AT STUDS CUT FOR NEW SILL INSTALLATION cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: a L a 0 5 0 Rt n. 0 at J Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: CONSTRUCTION SEQUENCING DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S8B SHEET 11 OF 16 + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STEP 12 CONT.: INFILL W/ SOLID BLOCKING TYPICAL; WIDTH AND DEPTH OF BLOCKING TO MATCH WIDTH AND DEPTH OF EXISTING STUDS (TRUE 2X6). STEP 3 STEP 11: PRESSURE TREATED SILL PLATE; SEE 1/S5 STEP 10: REINFORCED CONCRETE CURB; SEE 1/S5 °TYPICAL SILL REPLACEMENT SHORING DETAIL SCALE: 3/4" = 1'-0" NOTES: 1. EXISTING SILL REPLACEMENT SECTIONS 6'—O" MAX. LONG. 2. ALLOW 72 HOURS CURING TIME FOR CONCRETE BETWEEN ADJACENT SILL REPLACEMENT SECTIONS N • 6'-0" MIN. TO NEXT SILL REPLACEMENT SECTION EXISTING TRUE 2X6 STUD STEP4: 2X6 SISTERED STUD; FACE NAIL TO EXISTING STUD W/ 2 — ROWS OF 12d NAILS 0 8" O.C. STAGGERED, TYP. STEP 6: FASTEN SHORING LUMBER TO EACH STUD W/ 1/4" X 32" SIMPSON SDS SCREWS, TYPICAL AT ENDS • + WWwW+ STEP 7: FASTEN SHORING LUMBER TO EACH EXISTING STUD W/ 1/4" X 3 1/2" SIMPSON SDS SCREWS, TYP. SEE DETAIL FOR CONNECTION AT JAMB STUD ON SOUTH WALL. VA 4 PROPOSED 6'-0" MAX. SILL REPLACEMENT SECTION STEP 2 EXISTING BOARD AND BATTEN CLADDING 2X4 CONT. WOOD BLOCKING STACKED OVER TEMP. WOOD STRUCTURAL PANEL STEP 15: FACE NAIL WITH 30d NAILS 0 6" O.C. TEMP. WOOD STRUCTURAL PANEL 6'-0" MIN. TO NEXT SILL REPLACEMENT SECTION STEP 5: 1.75 X 16" LVL SHORING BEAM STEP 14: VERIFY ADEQUATE ACCESS TO INSTALL SILL SCREW ANCHORS STEP 8: CUT BACK EXISTING STUDS (3" MIN) AFTER SHORING IS COMPLETE, AS REQUIRED FOR CONCRETE SILL INSTALLATION. STEP 9: AFTER EXISTING STUDS ARE SHORED, DEMO EXISTING TIMBER SILL DENOTES EXTENTS OF TEMP. E" APA RATED EXTERIOR GRADE WOOD STRUCTURAL PANEL; HOLD PANEL WIDTH TO INSIDE SISTERED STUD EACH SIDE. PANEL TO COVER 2 BAYS MAX. FASTEN WITH 4" X 5" SIMPSON SDS SCREWS 0 6" O.C. ALONG 3 SIDES PARTIAL ELEVATIONS STEP 4 EXISTING TRUE 2X6 KING STUD (V.I.F.) EXISTING TRUE 2X6 JAMB STUD FASTEN EXISTING STUDS TOGETHER W/ 2— ROWS OF 12d NAILS 0 8" O.C. STAGGERED, TYP. NAILED FROM OPPOSITE FACES SIMPSON SDS SCREWS INTO EACH STUD PER STEP 7. SIMPSON L90 FRAMING ANGLE W/ 10-10d NAILS TYPICAL SHORING BEAM TO JAMB STUD CONNECTION ON SOUTH WALL 2X6 SISTERED STUD EACH SIDE OF CUT BACK OR DAMAGED EXISTING STUD " 0 INFILL W/ SOLID BLOCKING, WIDTH AND DEPTH TO MATCH EXISTING CAVITY AFTER CUTTING AND REMOVAL OF STUD. SHIM AS REQUIRED TO ENSURE FULL BEARING ON BLOCKING. EXISTING TRUE 2X6 STUD V.I.F. 2'-0" MIN. EXTENT OF 2X6 SISTERED STUD; FACE NAILED TO EXISTING STUD W/ 10d NAILS DRIVEN FROM OPPOSITES SIDE AS SHOWN BELOW A FACE NAIL FROM OPPOSITE SIDE SIMILAR TO A AND B B CPARTIAL HEIGHT SISTERS AT STUDS CUT FOR NEW SILL INSTALLATION cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: a L a 0 5 0 Rt n. 0 at J Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: CONSTRUCTION SEQUENCING DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S8B SHEET 11 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:57 am Printed By: AJC • STEP 1: REMOVE EXISTING BOARD AND BATTEN CLADDING FROM CORNER/END TO ONE BAY BEYOND PROPOSED 6'-0" MAX SILL REPLACEMENT SECTION 24" V.I.F. 6" MIN. s,. 6'-0" MIN. TO NEXT SILL PROPOSED 6'-0" MAX. SILL REPLACEMENT SECTION (SEE 1/S8) REPLACEMENT SECTION K> II II II II II V STEP 1 II II II II STEP 3: REMOVE EXISTING INSULATION AS REQUIRED EXISTING TRUE 2X6 STUDS; SPACING OBSERVED DURING PROBING RANGED FROM 24" O.C. TO 30" O.C. V.I.F. © CORNERS: EXISTING TRUE 2 — 2X6 STUDS ASSUMED, V.I.F. © ENDS: EXISTING TRUE 2X6 STUDS ASSUMED, V.I.F. STEP 2: REMOVE EXISTING TRUE 2X6 FURRING EXISTING TIMBER SILL EXISTING RUBBLE STONE FOUNDATION PROPOSED 1'-6" MAX. CORNER OR END SILL REPLACEMENT SECTION STEP 3 STEP 14: SHORING LUMBER TO BE LEFT IN PLACE FOR ADJACENT 6'-0" SILL REPLACEMENT SECTION. REFER TO 1/S10 FOR ADDITIONAL INFORMATION. STEP 12: SISTER EXISTING POST/STUDS CUT BACK PER TYPICAL DETAIL B/S8B. PROVIDE ON 2 SIDES AT CORNER STUD, 1 SIDE AT END STUD. STEP 15: INSTALL 5 ADDMONAL SDS SCREWS FOR ADJACENT (FOLLOWING) SILL REPLACEMENT. STEP 12 CONT: INFILL WITH SOLID BLOCKING; WIDTH AND DEPTH OF BLOCKING TO MATCH WIDTH AND DEPTH OF EXISTING CORNER OR END POST/STUD(S), V.I.F. STEP 13: HOLD DOWN TYP; SEE TYPICAL HOLD DOWN DETAIL AT WALL ENDS AND DOOR OPENING STRAPPING DETAIL FOR ADDITIONAL INFO. STEP 11: PRESSURE TREATED SILL PLATE AND ANCHOR BOLT; SEE 1/S5. STEP 10: REINFORCED CONCRETE CURB; SEE 1/S5 STEP 4: 2X6 SISTERED STUD; FACE NAIL TO EXISTING STUD W/ 2 ROWS OF 12d NAILS ® 8" O.C. STAGGERED, TYP. STEP 6: FASTEN SHORING LUMBER TO STUDS W/ 1/4" X 3 1/2" SIMPSON SDS SCREWS, TYPICAL AT ENDS. II II II II { + " CD DO NOT FASTEN INTERMEDIATE STUDS TYP. STEP 5: 1.75 X 16" LVL SHORING BEAM STEP 6 CONTINUED STEP 4 CONTINUED • VERIFY ADEQUATE ACCESS TO INSTALL SILL SCREW ANCHORS STEP 7: O CORNERS: FASTEN SHORING BEAM TO EACH CORNER STUD W/ (5) — 4" X 31" SIMPSON SDS SCREWS, TYP. O ENDS: FASTEN SHORING BEAM TO EXISTING TRUE 2X6 STUD W/ (5) — 4" X 31" SIMPSON SDS SCREWS, TYP. IF ADDITIONAL STUDS ARE PRESENT, FASTEN SHORING BEAM TO EACH STUD SIMILARLY a z g " cV I N • 6'-0" MIN. TO NEXT SILL REPLACEMENT SECTION EXISTING TRUE 2X6 STUD PROPOSED 6'-0" MAX. SILL REPLACEMENT SECTION (SEE 1/S8) STEP 2 EXISTING BOARD AND BATTEN CLADDING 2X4 CONT. WOOD BLOCKING STACKED OVER TEMP. WOOD STRUCTURAL PANEL STEP 17: FACE NAIL WITH 30d NAILS 0 6" O.C. TEMP. WOOD STRUCTURAL PANEL STEP 16: DENOTES EXTENT OF TEMP. GRADE WOOD STRUCTURAL BAYS. FASTEN WITH 4" X 5" O.C. ALONG 3 SIDES. REFER APPLY PANELS WHEN 6'-0" CORNER OR END DOES NOT ADJACENT CORNER OR END. II II \_ PROPOSED 1'-6" MAX. CORNER OR END SILL REPLACEMENT SECTION STEP 8: CUT BACK EXISTING STUDS (3" MIN) AFTER SHORING IS COMPLETE, AS REQUIRED FOR CONCRETE SILL INSTALLATION. STEP 9: AFTER EXISTING STUDS ARE SHORED, DEMO DISITNG TIMBER SILL 15/32 APA RATED EXTERIOR PANEL; PANEL TO COVER 2 SIMPSON SDS SCREWS 0 6" TO SEQUENCING PLANS. SEGMENT ADJACENT TO OCCUR DIRECTLY AFTER THE OPTICAL SILL REPLACEMENT SHORING DETAIL - AT CORNERS & ENDS SCALE: 3/4" = 1'-0" NOTES: 1. REFER TO SHEET S8B FOR TYPICAL SILL REPLACEMENT SHORING DETAIL AT INTERMEDIATE LOCATIONS 2. EXISTING SILL REPLACEMENT SECTIONS 1'-6" MAX LONG. REFER TO SEQUENCE DRAWINGS FOR ADDITIONAL INFORMATION. 3. ALLOW MIN. 72 HOURS CURING TIME FOR COCNRETE BETWEEN ADJACENT SILL REPLACEMENT SECTIONS. STEP 4 cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: CONSTRUCTION SEQUENCING DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S8A SHEET 10 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:57 am Jr•i Jr O. 0 0 0 000 :xTIMBER SILL CONSTRUCTION SEQUENCING PLAN NOTES: 1. SX DENOTES SUGGESTED SEQUENTIAL STEPS FOR EXISTING SILL REPLACEMENT. SEE SUGGESTED CONSTRUCTION SEQUENCE DESCRIPTION ON THIS SHEET & DETAILS ON SHEETS SBA & S8B FOR ADDMONAL INFORMATION. 2. * DENOTES 1'-6" MAX. TYPICAL AT CORNERS & ENDS OF WALLS. .® ANNE 4111111111111 ■■■E■1 AIME■■■1 AINEMINE®® 111 ... 1 ■■■■\ 1111111111.1111111111111111111111 111111111111011111111111111111111111 ■■■■■■II NOMMINE1111. 7■■■II'1' 1111111111111 1 Ati,® R00F SHEATHING & FRAMING CONSTRUCTION SEQUENCING PLAN SCALE: N.T.S. NOTES: 1. RX DENOTES SUGGESTED SEQUENTIAL STEPS FOR EXISTING ROOF SHEATHING REMOVAL NEW FRAMING AND STRUCTURAL ROOF SHEATHING REPLACEMENT. SEE SUGGESTED CONSTRUCTION SEQUENCE DESCRIPTION ON THIS SHEET FOR ADDITIONAL INFORMATION. STAGGER JOINTS OF STRUCTURAL WALL SHEATHING PANELS SOUTH ELEVATION SCALE: N.T.S. NORTH ELEVATION SCALE: N.T.S. 3 STAGGER JOINTS OF STRUCTURAL WALL SHEATHING PANELS WEST ELEVATION SCALE: N.T.S. EAST ELEVATION SCALE: N.T.S. WALL SHEATHING CONSTRUCTION SEQUENCING ELEVATIONS SX NOTES: 1. 0DENOTES SUGGESTED SEQUENTIAL STEPS FOR EXISTING WALL SHEATHING REMOVAL, NEW FRAMING & STRUCTURAL WALL SHEATHING REPLACEMENT. SEE SUGGESTED CONSTRUCTION SEQUENCE DESCRIPTION ON THIS SHEET FOR ADDITIONAL INFORMATION. 2. EXISTING 2X WOOD FURRING TO REMAIN IN PLACE AFTER BOARD & BATTEN REMOVED TO PROVIDE BRACING TO EXISTING WALL STUDS. REMOVE WOOD FURRING AS NEW STRUCTURAL WOOD SHEATHING PANELS ARE INSTALLED. SUGGESTED CONSTRUCTION SEQUENCE TO ENSURE STRUCTURAL STABILITY DURING CONSTRUCTION, THE FOLLOWING CONSTRUCTION SEQUENCE IS SUGGESTED. PLEASE NOTE THAT THESE ARE MERELY SUGGESTIONS, AS THE STRUCTURAL STABILITY DURING CONSTRUCTION AND THE CONTRACTOR'S MEANS AND METHODS FOR DOING SO ARE THE CONTRACTOR'S RESPONSIBILITY. 1. TIMBER SILL REPLACEMENT PERFORM THIS SEQUENTIALLY AS SHOWN ON THE TIMBER SILL CONSTRUCTION SEQUENCING PLAN AND PER THE DETAILS SHOWN ON SHEETS S8A AND S8B, SECTION 1/S5, AND TYPICAL DETAIL 3/S9. 2. WALL CONSTRUCTION LIMIT THE EXTERIOR WALL REMEDIATION TO I OF ANY ONE WALL ELEVATION AT A TIME. MULTIPLE WALL ELEVATIONS MAY BE REMEDIATED AT THE SAME TIME, PROVIDED THAT NO TWO HALF—WALL REMEDIATION SEGMENTS MEETS AT A BUILDING CORNER. SEE WALL SHEATHING CONSTRUCTION SEQUENCING ELEVATION FOR SUGGESTED SEQUENTIAL STEPS. 3. MEZZANINE DIAPHRAGM CONSTRUCTION THIS CAN BE DONE CONCURRENTLY WITH THE TIMBER SILL REPLACEMENT AND/OR THE WALL CONSTRUCTION, AT THE CONTRACTOR'S OPTION. 4. ROOF CONSTRUCTION THIS SHOULD BE PERFORMED AFTER THE THREE ITEMS ABOVE ARE STRUCTURALLY COMPLETE. PERFORM REMOVALS, NEW FRAMING AND STRUCTURAL SHEATHING AS SHOWN ON THE ROOF SHEATHING & FRAMING SEQUENCING PLAN FOR SUGGESTED SEQUENTIAL STEPS. LIMIT EXTENT OF WORK TO 3 OF A ROOF FACET AT A TIME BEFORE PROCEEDING TO THE NEXT AREA OF WORK, EXCEPT AT THE NORTH AND SOUTH END FACETS IN WHICH THE ENTIRE ROOF FACET CAN BE WORKED ON AT A TIME. LIMIT THE WORK ON ANY FACET SUCH THAT REMOVALS, NEW FRAMING AND STRUCTURAL SHEATHING OCCURS IN THE SAME DAY. 5. NORTH BRACED FRAME THIS WORK CAN BE PERFORMED CONCURRENTLY WITH ANY OF THE ITEMS LISTED ABOVE. CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: CONSTRUCTION SEQUENCING PLANS AND ELEVATIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S8 SHEET 9 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:57 am CRIPPLE STUDS 6X6 HEADER TRUE 2X6 TOP PLATE EXISTING NEW PLYWOOD SHEAR WALL SHEATHING ORIGINAL STUD SOLID BLOCKING BETWEEN STUDS; FASTENED W/ 2 ROWS 10d NAILS 0 12" O.C. STAGGERED. CONNECT BLOCKING TO STUDS W/ 2 — 10d TOENAILS EXISTING 6" WIDE NOMINAL FASCIA BOARD REMOVE TRUE 2X3 EXISTING CLOSED CELL FOAM INSULATION AT SOFFIT TERMINATION. INTEGRATE WITH POLY VAPOR BARRIER AIR SEALING TO CREATE CONTINUOUS AIR BARRIER. CAREFULLY REMOVE AND SALVAGE WOOD BOARD SOFFIT SIMPSON A35 FRAMING ANGLE. TYPICAL BOTH SIDES OF CRIPPLE STUD FACE NAIL TOP PLATE TO HEADER W/ 2 ROWS 10d NAILS 0 12" O.C. STAGGERED SIMPSON A35 FRAMING ANGLE. TYPICAL BOTH SIDES OF EACH STUD PRESSURE TREATED BLOCKING FACED NAILED TO EXISTING SHEATHING/HEADER/STUDS W/ 2 — 1OD S.S. NAILS 0 EVERY STUD LOCATION (24" O.C. MAX). SECTION: NORTH/SOUTH ELEVATION SOFFIT SEE TYPICAL WALL AND ROOF SECTION FOR ADDITIONAL INFORMATION NEW BLOCKING; SEE 2/S7 ORIGINAL BOTTOM CHORD ORIGINAL WOOD JOIST 2X6 BLOCKING (FLAT) W/ NAILING INTO BOTTOM CHORD OF TRUSS TO MATCH EDGE NAILING OF MEZZANINE DIAPHRAGM SECTION NOTE: SEE SECTION 2/S7 AND TYPICAL WALL SECTION FOR ADDFONAL INFO. DOUBLE SOLID BLOCKING BETWEEN RAFTERS CONT. LIGHT GAUGE METAL STRAPPING; NAIL BLOCKING TOGETHER WI 2 ROWS OF 10d NAILS 12" O.C. STAGGERED. FASTEN AT EACH END WITH 2 — 10d NAILS (FACE NAIL OR TOE NAILED) SEALANT TO PROVIDE AIR—TIGHT CONSTRUCTION s" PLYWOOD SHEATHING SET ON BLOCKING. PRESSURE TREATED 2X6 SPACING TO MATCH EXISTING RAFTERS (V.I.F.) REFER TO TYPICAL EAVE DETAIL 3/S12 NEW LG STRAP; SEE PLAN ORIGINAL WOOD HEADER 0 DORMER, V.I.F. ORIGINAL RAFTER 2X WESTERN RED CEDAR FASCIA BOARD TO MATCH EXISTING (V.I.F.) BACK PRIME AND PAINT TO MATCH EXISTING. FASTEN WITH 10d STAINLESS STEEL NAILS 0 12" O.C. 1" WIDE CONTINUOUS PREFABRICATED SOFFIT VENT WITH ENHANCED INSECT SCREEN. REINSTALL SALVAGED AND REFURBISH WOOD BOARD SOFFIT. CONTRACTOR TO REPLACE ANY DAMAGED BOARDS. BACK PRIME AND PAINT TO MATCH EXISTING PRESSURE TREATED 2X4 (FAR SIDE OF EXISTING RAFTER) TO SUPPORT SOFFIT BOARDS; TYP. AT EA. RAFTER SIMPSON A34 FRAMING ANGLE 3/4" PREFABRICATED VENT WITH CRUSH RESISTANT CORE AND ENHANCED INSECT SCREEN. ORIGINAL RAFTER 2X6 BLOCKING W/ SIMPSON LS90 FRAMING ANGLE 2X6 BLOCKING W/ SIMPSON A35 FRAMING ANGLE; BEVEL TOP OF BLOCKING 1. SEE TYPICAL DETAIL FOR ADDITIONAL INFO. 2. IF EXISTING CONDITIONS DON'T ALLOW FOR CONSTRUCTION AS SHOWN, CONTACT ENGINEER FOR ALTERNATE DETAIL. TRUE 2X4 INFILL PLYWOOD PARTICLE BOARD 1" ROOF PLANK FURRING 4" PREFABRICATED VENT WITH CRUSH RESISTANT CORE AND ENHANCED INSECT SCREEN. 16 OZ. COPPER FLASHING. W/ 3" HEM AND DRIP EDGE, FASTEN AT 12" O.C. TRIM PIECE UNDER BATTENS EXISTING FLASHING AT ROOF TO REMAIN. DO NOT DAMAGE DURING CLADDING REPLACEMENT WORK. EXISTING ORIGINAL TRUE 2X6 SISTERED WI 2X6 (NOMINAL) BEYOND EXISTING 1X10 DECKING —\\ 1 T & G WOOD BOARD FINISH 2 EXISTING TERMINATE CONTINUOUS DRAINING BUILDING WRAP OVER SAF AND METAL FLASHING ASSEMBUES. STRIP IN NEW METAL FLASHING WITH SAF STRIP IN EXISTING METAL FLASHING WITH SAF NOTE: ROOFING AND WATERPROOFING DETAILS HAVE BEEN EXPANDED TO SHOW WATERPROOFING LAPS AND ARE NOT TO SCALE. EXISTING 8" DEEP X 6" WIDE (TRUE 8X6) TOP CHORD STUD NOTCHED FOR TOP CHORD EXISTING WALL STUD (TRUE 2X6) INTERIOR BEAD BROAD FINISH EXISTING CEIUNG JOIST LAPPED W/ EACH INFILL WALL STUD TRUSS BOTTOM CHORD (TRUE 8X6) r 1 PANEL EDGE NAILINGN SEE SHEAR WALL SCHED1,LLE PLYWOOD SHEATHING FOR SHEAR WALL PLYWOOD PANEL JOINT; BLOCKED PER DETAIL PANEL EDGE NAILING; SEE SHEAR WALL SCHEDULE SIMPSON A35 FRAMING CLIP CENTERED BETWEEN JOISTS W W NEW SECTION: NORTH ELEVATION WALL AT SHED ROOF SIMPSON A35 FRAMING CLIP CENTERED BETWEEN JOISTS 2X BLOCKING BETWEEN STUDS/RAFTERS FASTENED TO STUDS/RAF I LRS EACH END WITH 2 — 10d NAILS (FACE NAILED OR TOE—NAILED) 10d NAILS 0 6" O.C. CLOSED CELL SPRAY FOAM INSULATION AT ROOF AND WALL TERMINATION TO CREATE CONTINUOUS AIR BARRIER. 2X8 BLOCKING BETWEEN JOISTS; TOE NAILED TO EXISTING JOIST W/ 3 — 16d NAILS EACH END REMOVE EXISTING 1X BOARDS AS REQUIRED FOR NEW BLOCKING S7 SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION CVM m 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: SECTIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S7 SHEET 8 OF 16 ma) R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:57 am REMOVE ORIGINAL BLOCKING v. EXIST. 2X10 JOISTS L EXISTING 2X10 DRAG STRUT FACE NAILED TO EACH STUD (24" O.C. MAX); ATTACH TO LEDGER AND FLOOR JOIST WITH SIMPSON A35 ANGLES SIMPSON A35 FRAMING ANGLE 16d NAILS 0 6" O.C. CONTINUOUS LIGHT GAUGE METAL STRAPPING NEW 1 SECTION: MEZZANINE FLOOR JOISTS PARALLEL TO WALL 7 — 16d NAILS AT EACH DRAG STRUT TO EXISTING STUD SCUD BLOCKING BETWEEN FLOOR JOISTS/STUDS; REFER TO 2/S5 FOR ADD'L INFO. S6 SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION SPIKE (TOE NAILED) ORIGINAL TRUE 2X6 RAFTERS SISTERED WITH 2X6 RAFTERS THREADED ROD (BEYOND) GAMBREL BEAM GAMBREL DIAGONAL EXISTING PULLED AWAY " 0 BOTTOM SIMPSON A35 FRAMING ANGLE RAFTER TO GAMBREL BEAM TYP. ADD CUPS TO EXISTING RAFTERS OR SISTERED RAFTERS W/ OUT CUPS. INSTALL CUPS PRIOR TO INSTALLATION OF WOOD BLOCKING PROVIDE PANEL EDGE NAILING AT BLOCKING CONT. 12" WIDE 18 GAUGE PLATE WIDTH TO BE V.I.F. FASTEN W/ 4 — ROWS OF 10d NAILS 0 12" O.C. TYP. SPLICE AS REQUIRED MINIMUM 2'-0" SPLICE LENGTH W/ MIN. 48 — 10d NAILS 0 SPLICE SEE TYPICAL DETAILS FOR JOINTING OF ADJACENT PANELS AT HIPS. SCUD 2X6 BLOCKING LAID FLAT BETWEEN RAFTERS W/ BEVEL CUT AS REQUIRED. FASTEN AT EACH END WITH 3 — 10d NAILS (FACE NAILED OR TOE NAILED) SIMPSON A35 FRAMING ANGLE RAFTER TO GAMBREL BEAM TYP. ADD CUPS TO EXISTING RAFTERS OR SISTERS W/ OUT CUPS. INSTALL CUPS PRIOR TO INSTALLATION OF WOOD BLOCKING CLOSED CELL SPRAY FOAM INSULATION AT ROOF RIDGE. INTEGRATE WITH POLY VAPOR BARRIER AIR SEALING TO CREATE CONTINUOUS AIR BARRIER. SECTION: ROOF GAMBREL RIDGE SOLID BLOCKING BETWEEN RAFTERS SOLID BLOCKING BETWEEN RAFTERS, TOE—NAILED TO GAMBREL BEAM W/ 10d NAILS 0 6" O.C. MAX. W/ BEVEL CUT AS REQUIRED NEW REFER TO SECTION 2/S6 FOR ADDMONAL INFO. S6 SEE TYPICAL ROOF SECTION FOR ADDITIONAL INFORMATION 2X8 RIDGE BOARD (2) ROWS OF MIN. (14) NAILS (28 TOTAL) PER SPUCE O O EQUAL SPACING O 0 0 0 O O 0 If 1" TYR 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 2'-0" MIN. SPLICE LENGTH CONTINUOUS LG PLATE FASTENED PER DETAIL TOP CHORD OF RIDGE TRUSS EXISTING 2 SECTION: ROOF RIDGE BEND AT RIDGE CONTINUOUS 10" WIDE 18 GAUGE STEEL PLATE FASTENED W/ 2 ROWS OF 8d NAILS 0 12" O.C. SET IN BEAD OF SEALANT. SEE DETAIL ABOVE FOR SPLICE AS REQUIRED COMPATIBLE PREFABRICATED ROOF RIDGE VENT TOPPED WITH CAP SHINGLES 2X BLOCKING LAID FLAT; 6" MIN. DEPTH FASTENED AT EA. END W/ 3 — 10d NAILS (FACE NAILED OR TOE—NAILED) SIMPSON A35 FRAMING ANGLE RAFTER TO RIDGE BOARD TYP. ADD CUPS TO EXISTING RAFTERS OR SISTERS W/ OUT CUPS. CLOSE CELL FOAM INSULATION; AT ROOF RIDGE. INTEGRATE WITH POLY VAPOR BARRIER AIR SEALING TO CREATE CONTINUOUS AIR BARRIER. NEW S6 / SEE TYPICAL ROOF SECTION FOR ADDITIONAL INFORMATION TRUE 2X8 CONT. TOP PL TRUE 2X6 CONT. TOP PL EXISTING 2X4 CRIPPLE STUD FIBER BOARD 1" ROOF PLANKS SOLID BLOCKING BETWEEN RAFTERS FASTENED AT EA. END WITH 3 —10d NAILS (FACE NAILED OR TOE—NAILED) NAIL BLOCKING TOGETHER W/ 2 ROWS OF 10d NAILS 0 12" O.C. STAGGERED SIMPSON A35 FRAMING ANGLE EACH BAY. CONT. LIGHT GAUGE METAL STRAPPING; SEE PLAN 1" WIDE CONTINUOUS PREFABRICATED SOFFIT VENT WITH ENHANCED INSECT SCREEN. 2X FASCIA BOARD, FULLY BACK PRIMED & PAINTED TO MATCH CLADDING 1" WESTERN RED CEDAR T & G PLANKING TO MATCH EXISTING (V.I.F.) BACK PRIME AND PAINT TO MATCH EXISTING ts" PLYWOOD SHEATHING. REFER TO TYPICAL EAVE DETAIL C/S12 CLOSED CELL SPRAY FOAM INSULATION AT SOFFIT TERMINATION. INTEGRATE WITH POLY VAPOR BARRIER AIR SEALING TO CREATE CONTINUOUS AIR BARRIER. FACE NAIL EXIST. TOP PLATE WI MIN. 5 — 16d NAILS EACH BAY IN 2 STAGGERED ROWS. SIMPSON A35 FRAMING CUP; TYP. EACH STUD 4 SECTION: EAST/WEST ELEVATION SOFFIT �S6 SEE TYPICAL WALL AND ROOF SECTION FOR ADDITIONAL INFORMATION NEW REFURBISH EXISTING RAFTER TAILS INSITU. FINISH COATING SHALL MATCH EXISTING, TYP. 4" PREFABRICATED VENT WITH CRUSH RESISTANT CORE AND ENHANCED INSECT SCREEN. CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: SECTIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S6 SHEET 7 OF 16 REMOVE KRAFT—FACED FIBERGLASS BATT INSULATION BEAD BOARD FINISH HARDWOOD FLOOR FINISH PLYWOOD WOOD SLEEPERS CAREFULLY LOWER/REMOVE EXISTING SPRINKLER SYSTEM AS REQ'D TO ALLOW FOR THE INSTALLATION OF THE NEW WORK. REINSTALL AFTER NEW WORK IS COMPLETE. EXISTING 2X10 JOIST; ORIENTATION VARIES; SEE UNDERSIDE MEZZANINE FLOOR FRAMING PLAN AND DETAILS FOR ADDITIONAL INFO. CAREFULLY REMOVE AND SALVAGE WOOD BOARD CEILING FINISH T&G WOOD BOARD FINISH REMOVE EXISTING CONDUIT AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW SISTERED WALL STUDS PER DETAILS ON S9. (E) 6 MIL POLY VAPOR BARRIER OVER SLAB TO REMAIN. PROTECT EDGE FOR NEW WATERPROOFING INTEGRATIONS (SEE NEW SECTION). REMOVE EXISTING 1" BOARD AND BATTEN CLADDING REMOVE TRUE 2X6 FURRING REMOVE ROTTED SILL RUBBLE STONE FOUNDATION; REMOVE AND SALVAGE EXPOSED UNSOUND AREAS OF STONE FOUNDATION AS REQUIRED. EXISTING A''PICAL WALL SECTION J (E) 2" RIGID INSULATION AT 4'-0" PERIMETER OF BUILDING TO REMAIN (E) 24" COMPACTED FILL r<> 1 EXISTING REMOVE FIBER BOARD BETWEEN STUDS REMOVE gig" ASPHALTIC BUILDING PAPER WITH CELLULOSE FILL. REMOVE 1" BOARD AND BATTEN CLADDING REMOVE ASPHALTIC BUILDING PAPER WITH CELLULOSE FILL UNKNOWN DEPTH CONTINUOUS BETWEEN STUDS. TRUE 2X STUDS REMOVE TRUE 2X FURRING SEE TYPICAL UNDERSIDE OF MEZZANINE SHEATHING AND PANEL JOINT FASTENING DETAIL FOR NAIUNG OF PLYWOOD TO MEZZANINE FRAMING. 15/32 APA RATED STRUCTURAL 1 PLYWOOD SHEATHING AT UNDERSIDE OF MEZZANINE; SEE TYPICAL DETAIL FOR FASTENING REQUIREMENTS. REINSTALL SALVAGED WOOD BOARD CEILING. REPAIR AS NEEDED. CONTRACTOR TO REPLACE ANY DAMAGED BOARDS. PROVIDE FINISH TO MATCH EXISTING ON ANY NEW BOARDS OR DAMAGED BOARDS TO MATCH EXISTING. AIR SEAL BREAKS AND PENETRATIONS IN T&G INTERIOR WALL FINISHES. REFER TO NOTES ON ELEVATIONS FOR ADDITIONAL INFORMATION. REPLACE EXISTING CONDUIT OR PROVIDE NEW CONDUIT (CONTRACTOR'S OPTION) AS REQUIRED AT NEW SISTERED STUD LOCATIONS. PROVIDE 1" MAX DRILL HOLE IN STUDS, CENTERED IN STUD DEPTH. CONTINUOUS DRAINING BUILDING WRAP WITH INTEGRATED FLASHINGS AS NOTED IN DETAILS. SEE WOOD SHEARWALL SCHEDULE ON S9 FOR NAILING OF PLYWOOD TO WALL FRAMING. MECHANICALLY GALVANIZED 1"0 SIMPSON TITEN HD SCREW ANCHORS ® 48" MAXIMUM (2 ANCHORS MINIMUM PER SILL SEGMENT WITH ANCHORS NOT MORE THAN 12" OR LESS THAN 4" FROM PIECE ENDS) WITH 41" EMBED. INTO CONCRETE W/ 5" X 5" X 4" THICK GALV. STEEL PLATE WASHERS WITH LONG SLOTS SHALL BE PROVIDED. PRESSURE TREATED SILL PLATE WITH WIDTH TO MATCH EXIST. WALL STUD DEPTH (TRUE 2x6) V.I.F., RIP MATERIAL AS REQ'D FOR WIDTH. SEE TYPICAL DETAILS FOR ANCHOR BOLTS REQUIREMENTS REINSTAI I ED SALVAGED RUBBLE FOUNDATION STONES. SET ON FULL BED OF MORTAR AHEAD OF INSTALLATION OF CONCRETE CURB. #4 EPDXY COATED DOWELS 0 24" O.C. AND 6" MAX. FROM ENDS & CORNERS OF CURB POURS. DRILL AND DOWEL INTO EXISTING STONE FOUNDATION W/ HILTI HIT—HY 200 ADHESIVE W/ MIN. 8" EMBED. PROVIDE STANDARD HOOK INTO CONCRETE CURB. PROVIDE MIN. 2 DOWELS PER CURB SECTION NOTES: 1. SILL AND BOTTOM FURRING SHOW SIGNS OF DETERIORATION. 2. BOTTOM OF EXISTING BOARDS AND BATTEN ARE SHOWING SIGNS OF DETERIORATION. 3. SEE TYPICAL SILL REPLACEMENT SHORING DETAIL FOR RECOMMENDED SILL REPLACEMENT SEQUENCE. SECTION: WALL TERMINATION AND CURB NEW R-20 KRAFT—FACE INSULATION TO MATCH EXISTING NEW CLOSED CELL SPRAY FOAM INSULATION WHERE MEZZANINE LEVEL FRAMES INTO EXTERIOR WALL WESTERN RED CEDAR VENTED BOARD AND BATTEN CLADDING CONSTRUCTED OF TRUE 1"X10" BOARDS WITH 2-1/4" X 3/4" BATTENS. BACK PRIME AND COAT ALL COMPONENTS PRIOR TO INSTALLATION. PROVIDE FINSIH COAT OF EXPOSED WOOD COMPONENTS AFTER INSTALLATION. PANEL EDGE NAILING & BLOCKING PLYWOOD SHEATHING; SEE ELEVATIONS, SHEAR WALL SCHEDULE, AND TYPICAL DETAILS. DISCONTINUOUS PRESSURED TREATED 2X FURRING STRIP (12" ACTUAL) 0 2'-0" O.C. ATTACH TO EXIST. STUDS WITH (3) — 16d NAILS. REFER TO 3/S10 FOR ADD'L INFO. ON SPACING & VENT BREAKS SEE WOOD SHEARWALL SCHEDULE ON S9 FOR NAILING OF PLYWOOD TO WALL FRAMING. PREFABRICATED 3/4" VENT WITH CRUSH RESISTANT EXTRUDED POLYPROPOLENE CORE AND ENHANCED INSECT SCREEN i" FURRING STRIP 16 OZ. COPPER FLASHING AT BASE OF WALL FASTENED AT 12" O.C. STRIP IN WITH SAF AS SHOWN. " HEM AT END OF FLASHING APPLY SAND/CEMENT SLURRY TO TOP OF PREPARED STONE FOUNDATION PRIOR TO INSTALLATION OF NEW CAST IN PLACE CONCRETE CURB. LJ a Co 4 ve • • a 82"± TALL X 12"± WIDE V.I.F. REINF. CONCRETE CURB WITH (2) CONT. EPDXY COATED #5. ALIGN OUTSIDE VERTICAL FACE OF CURB WITH FACE OF RUBBLE STONE. AT CORNERS AND ENDS, PROVIDE DETAIL SHOWN BELOW. POUR INSIDE VERTICAL FACE AGAINST EXISTING CONCRETE SLAB ON GRADE. ALIGN TOP OF CURB WITH TOP OF EXISTING WOOD SLEEPER. PROVIDE A WOOD FLOAT FINISH ON UNFORMED FACES OF CURB. (2) EPDXY COATED #5 BARS WITH THREADED ENDS AT CORNER CONDITION TYP. SEE THIS SHEET FOR JOINT 1------� \i,c �/ DETAIL BETWEEN SILL SEGMENTS / "U" SHAPED #5 EPDXY COATED BAR WITH DOWEL BAR INSERTS ON EACH END NEW S5 SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION (2) EPDXY COATED #5 BARS WITH THREADED ENDS AT END CONDITION TYP. AT CORNERS SEE THIS SHEET FOR JOINT DETAIL BETWEEN SILL SEGMENTS "U" SHAPED #5 EPDXY COATED BAR WITH DOWEL BAR INSERTS ON EACH END AT ENDS HORIZONTAL REINFORCEMENT TVP.; SEE 1/S5. PROVIDE DOWEL BAR INSERTS WHERE REQUIRED PER DETAILS FRONT FACE OF CURB REMOVE ASPHALT SHINGLE ROOF REMOVE PLYWOOD SHEATHING REMOVE PREFABRICATED VENT BAFFLE BETWEEN RAFTERS REMOVE FIBER BOARD REMOVE 1" DECKING REMOVE UNFACED BATT INSULATION EXISTING CONDUIT, V.I.F. TERMINATE CONTINUOUS DRAINING BUILDING WRAP OVER SAF AND METAL SILL. EXISTING TRUE 2X RAFTER NOMINAL 2X6 SISTER RAFTER POLYETHYLENE SHEET BEAD BOARD CEILING FINISH B TYPICAL ROOF SECTION PRIMER AND FLUID—APPLIED DAMP PROOFING AT TOP OF SILL STRIP IN EXISTING EDGE OF POLY VAPOR BARRIER WITH SAF AND TURN UP WALL. NOTE: ROOFING AND WATERPROOFING DETAILS HAVE BEEN EXPANDED TO SHOW WATERPROOFING LAPS AND ARE NOT TO SCALE. CONSTRUCTION JOINT BETWEEN CURB SEGMENTS; SEE PROPOSED SEQUENCING PLAN FOR LOCATIONS CONCRETE CURB PER DETAILS FORMED V JOINT W/ SEALANT ON VERTICAL AND SLOPED FACE OF CURB REFER SIMILAR A/811 CURB TO CURB JOINT DETAIL SEE TYPICAL ROOF SHEATHING AND PANEL JOINT FASTENING DETAIL FOR NAIUNG OF PLYWOOD TO ROOF FRAMING. ASPHALT SHINGLE ROOF AND UNDERLAYMENT (VARIES) REFER TO ROOF PLAN AND TYPICAL ROOFING DETAILS ON SHEET S12 FOR ADDITIONAL INFORMATION. B" PLYWOOD PREFABRICATED ROOF SHEATHING TO HAVE 1" AIRSPACE REFER TO TYPICAL DETAIL E/S12 FOR ADDITIONAL INFO. 5/8", APA 40/20 SPAN RATED PLYWOOD; SEE TYPICAL DETAIL FOR FASTENING REQUIREMENTS. R-20 BATT INSULATION TO MATCH EXISTING PATCH AND SEAL EXISTING POLYETHYLENE TO CREATE A CONTINUOUS VAPOR BARRIER. FULLY INTEGRATE WITH UTILITY PENETRATIONS IN CEILING AND WITH NEW INSULATION AND FRAMING. NOTCH ORIGINAL TRUE 2X6 RAFTERS AND RELOCATE (LET—IN) EXISTING CONDUIT. WIDTH AND DEPTH OF NOTCH TO MATCH APPROX. DIAMETER OF EXISTING CONDUIT. NEW a EXISTING REMOVE WOOD SEAT FOR FIBER BOARD EXISTING NAILS FOR JOIST INTO STUD EXISTING 2X BLOCKING 2 — 2X10 SOLID BLOCKING BETWEEN JOISTS WHERE CMSTC16 IS SPECIFIED. 1 — 2X10 SOLID BLOCKING BETWEEN JOISTS WHERE CS16 IS SPECIFIED. ATTACH BLOCKING TO 2X6 BLOCKING WITH 16D NAILS AT 6" O.C. FACE NAIL BLOCKING TO FACE OF STUD WHERE AVAILABLE. FOR 2-2X10, NAIL BLOCKING TOGETHER WITH 2 ROWS OF 10d NAILS ® 12" O.C. STAGGERED. SIMPSON A35 FRAMING ANGLE WHERE BLOCKING CANT BE FACE NAILED TO FACE OF STUD CONT. L.G. METAL STRAPPING; SEE PLAN NEW 7 — 16D NAILS AT EACH (E) JOIST TO (E) STUD 2X6 SOLID BLOCKING BETWEEN FLOOR JOISTS/STUDS; TOE—NAIL WITH 3-8d NAILS AT EACH END TO FLOOR JOIST/STUDS. FACE NAIL TO (E) BLOCKING W/ MIN. 4 — 16d NAILS PER BAY. PANEL EDGE NAILING AT BLOCKING NOTE: SISTER STUDS AS REQUIRED FOR NEW STRUCTURAL PLYWOOD; SEE TYPICAL WALL STUD DETAILS SECTION: MEZZANINE FLOOR JOISTS PERPENDICULAR TO WALL SEE TYPICAL WALL SECTION FOR ADDE11ONAL INFORMATION cvm 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTU RAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: SECTIONS AND DETAILS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S5 SHEET 6 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:56 am Printed By: AJC Table 1- Soils and Foundations Special Inspection Requirements VERIFICATION AND INSPECTION Independent Testing Agent/Minimum Qualifications Frequency of Testing Referenced Standard Micropiles: a. Inspect allowable tolerances of micropile installation. Verify plan location of micropiles, top elevation, and reinforcement placement/plumbness b. Inspect and log pile drilling operations. c. Review pile drilling resistance and verify compliance with driving criteria. d. Inspect piles for damage from drilling and plumbness. e. Verify pile size, length and accessories. f. Sampling and Testing of Grout: Test grout consistency measured by grout density (ASTM C188/AASHTO T133 or API RP -13B-1) and grout compressive strength (ASTM C109) GE Continous Micropile Specification X Continous Micropile Specification Slab -On-Grade: a. Inspect prior to placement of fill that site has been prepared in compliance with requirements. b. Inspect fill material and maximum lift thickness comply with requirements c. Inspect the in-place density of compacted fill complies with requirements X GE Continous Earth Moving Specification Table 2 - Concrete Special Inspection Requirements VERIFICATION AND INSPECTION Independent Testing Agent/Minimum Qualifications Frequency of Testing Referenced Standard Verifying Use of Required Design Mix: Review concrete batch tickets and verify compliance with approved mix design. Verify that water added at the site does not exceed that allowed by the mix design. X ACI -CCI ICC RCSI Periodic ACI 318: Ch. 4, 5.2-5.4 Inspection of Reinforcing Steel: Inspect size, spacing, cover, positioning, and grade of reinforcing steel. Verify that reinforcing bars are free from oil or other deleterious materials. Inspect bar laps and mechanical splices. Verify that bars are adequately tied and supported on chairs and bolsters. X ACI -CCI ICC-RCSI Periodic ACI 318: 3.5, 7.1-7.7 Inspection of Anchors Bolts: Inspect size, positioning, and embedment of anchor rods. Inspect concrete placement and consolidation around anchors. X Periodic Inspection of Formwork: Inspect formwork for shape, location, and, dimensions of the concrete member being formed. X Periodic ACI 318: 6.1.1 Sampling and Testing of Concrete: Test concrete compressive stength (ASTM C31 & 39), slump (ASTM C143), air -content (ASTM C231 or C173) and temperature (ASTM C1064). X ACI -CETT ACI -STT Continuous ASTM C172, ASTM C31, ACI 318: 5.6, 5.8 Inspection of Concrete Placement: Inspect placement of concrete. Verify that concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated. X ACI -CCI ICC-RCSI Continuous ACI 318: 5.9, 5.10 Inspection of Curing and Protection: Inspect curing, cold weather protection and hot weather protection procedures. X ACI -CCI ICC-RCSI Periodic ACI: 318 5.11-5.13 Table 3 - Structural Steel Special Inspection Requirements VERIFICATION AND INSPECTION Independent Testing Agent/Minimum Qualifications Frequency of Testing Referenced Standard Fabricator Certification/Quality Control Procedures: Review shop fabrication and quality control program in accordance with specification. Alternatively the fabrication shop may submit AISC certification documents. X AWS/AISC-SSI ICC-SWSI Submittal for Review AISC 360 Material Certification: Review certified mill test reports, and documentation stating specification and grade. Verify identification markings steel members, bolts, nuts, and welding electrodes conform to ASTM standards specified in approved construction documents. X AWS/AISC-SSI ICC-SWSI Periodic Applicable ASTM standards Inspection of Welding: a. Multiple & single pass fillet welds. 100% visual inspection and 10% magnetic particle testing b. Partial joint pentration welds. 100% visual inspection and 50% ultrasonic. X AWS-CWI ASNT Periodic AWS D1.1 Continuous Material verification of weld filler materials a. Identification markings to conform to AWS specificationin the approved construction documents. b. Manufacturer's certificate of compliance. X Periodic AISC 360, Section A3.5 and applicable AWS A5 document Periodic Inspection condition of erected materials: Inspect steel frame for compliance with structural drawings, including bracing, member configuration and connection details. X PE/SE Periodic Table 4 - Structural Wood Special Inspection Requirements VERIFICATION AND INSPECTION Independent Testing Agent/Minimum Qualifications Frequency of Testing Referenced Standard Floor and Roof Diaphragms and Shear Walls: a. Inspect wood blocking and additional framing required for diaphragms and shear walls, as well as their connections. b. Inspect wood structural panel sheathing grade and thickness. c. Inspect fastener type, diameter, length, and spacing. d. Inspect coiled strapping gauge, length, and fastening X PE/SE Continuous Continuous AF&PA NDS Continuous AF&PA NDS Continuous Manufacturer's Specifications Light Gauge Connectors and Holdowns: Inspect location, size, and fastening of light gauge connectors and holdowns. X PE/SE Continuous Manufacturer's Specifications Wood to Wood Connections: Inspect location, fastener type, diameter, length, and spacing for all wood to wood connections. X PE/SE Continuous Table 5 - Minimum Qualification of Inspection Agents Category Minimum Qualifications Soils and Foundations 1. GE - A Professional Geotechnical Engineer licensed in the State of New York Concrete 1. ACI -CCI - Concrete Construction Inspector 2. ACI-CFTT - Concrete Field Testing Technician - Grade 1 3. ACI -STT - Strength Testing Technician 4. ICC-RCSI - Reinforced Concrete Special Inspector Structural Steel/Welding 1. PE/SE - A Professional Engineer or Structural Engineer licensed in the State of New York specializing in the design of building structures 2. AWS/AISC-SSI - Certified Structrual Steel Inspector 3. AWS-CWI - Certified Welding Inspector 4. ICC-SWSI - Strucutral Steel and Welding Special Inspector 5. ASNT - Non -Destructive Testing Technician - Level II or III Structural Wood 1. PE/SE - A Professional Engineer or Structural Engineer licensed in the State of New York specializing in the design of building structures Note: Individuals responsible for special inspection are noted by section in Tables 1 thru 4. When the inspection will be performed by an independent testing agent, the minimum qualifications of inspection agent is noted and shall reference Table 5 for detailed requirements. GENERAL NOTES 1.0 GENERAL 1. All work shall conform to the 2010 Existing Building Code of New York State and to all other applicable Federal, State and local regulations. 2. Work not indicated on a part of the drawings but reasonably implied to be similar to that shown at corresponding places, shall be repeated. 3. Contractor shall verify and/or establish all existing conditions and dimensions at the site. 4. If the existing field conditions do not permit the installation of the work in accordance with the details shown, the Contractor shall notify the Engineer immediately and provide a sketch of the condition with his proposed modification of the details given on the contract documents. 5. Where alterations involve the existing supporting structure, the Contractor shall provide shoring and protection required to insure the structural integrity of the existing structure. 6. Bracing, sheeting, shoring, etc., required to support existing buildings, sidewalks, utilities, etc., shall be designed by a professional engineer licensed in the State of New York, engaged by the contractor; contractor to provide signed and sealed detailed shop drawings and calculations indicating all shoring work to be performed, for submission and review. 7. Special inspection is required of all construction delineated on the Structural drawings. The Owner shall employ a testing/inspection agency which shall provide personnel with the following minimum qualifications: • Certified by Institute of Certified Engineering Technicians, or other recognized comparable organization. • For inspection, sampling, testing concrete and masonry: ACI Certified Concrete Field -Testing Technician, Grade I; and Construction Inspector, Level II. • For inspection of steel, AISC-SSI Certified Structural Steel Inspector. Per AWS D1.1, the steel inspector shall have the following qualifications for non-destructive testing of welds, NDT Level II or NDT Level 1 working under the NDT Level II. • Submit periodic reports to Architect/Engineer during construction. Submit final inspection report summary for each division of work, certified by a licensed professional engineer, that special inspections were performed and that work was performed in accordance with Contract Documents. 8. If initial inspections made by the Owner's testing and inspection agency reveal that any portion of the work does not comply with the Contract Documents, additional tests, inspections, and necessary repairs will be made at the Contractor's expense. 9. If differences occur within or between drawings and specifications regarding materials, strength or quantities, the better material, higher strength and greater quantity indicated, specified or noted shall be provided. 10. For the renovation of The Big Red Barn, existing structural framing information, dimensions, and elevations were obtained from various renovation drawings of the Big Red Barn dated February 17, 1920, May 5, 1958, and July 18, 1991. 2.0 EXISTING CONDITIONS/DEMOLm0N 1. Where building alterations involve the existing supporting structure, provide shoring and protection to insure the structural integrity of the existing structure. Provide and maintain shoring, bracing and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain. 2. The contractor is responsible for determining all instances in which shoring or bracing is required. Shoring indicated in the Contract Documents may or may not constitute the extent of shoring required. 3. Selectively demolish structural components as required to construct new work. Only the demolition of existing structural components required for the installation of the new work shall be done unless shown otherwise. As per OSHA regulations, prepare and submit to the Engineer a survey report of the conditions of the framing, floors and walls, etc. Adjacent structure where occupants may be exposed to construction activities, are to be similarly surveyed, reported and submitted. 4. Verify and/or establish all existing conditions, locations, and dimensions of walls, slabs, framing, utilities, finishes, materials, and systems affecting the work. Notify the Engineer of any discrepancies from information indicated on contract documents prior to ordering materials. 5. Patch, repair or replace existing finishes and materials disturbed during demolition. Repairs or replacement shall match adjacent existing and/or new finish materials and meet the approval of the Engineer. 6. The structural work is based on documents of the existing construction referenced above and conditions observed during site surveys. Verify and/or establish that existing building components conform to the existing building documents and field conditions noted on design drawings. Examine the layout, elevations, member sizes, connection, details, etc. of the existing structure. Report any discrepancies to the Engineer before any affected work is performed. 7. Remove finishes from existing construction and expose existing construction as required. Notify the Engineer of any deterioration or cracking of the existing construction prior to proceeding with any affected work. 3.0 EARTHWORK 1. Excavation shall be performed so as not to disturb existing adjacent buildings, streets and utility lines. Verify location of all utilities prior to commencement of work. Hand excavate around utilities as required. 4.0 MICROPILES 1. Micropiles shall be installed to support a minimum service load capacity of 20 tons in compression and 10 tons in tension. 2. Estimated pile length for micropiles is 35 feet and shall be used for bidding purposes only. 5.0 CONCRETE 1. Concrete shall be reinforced, detailed and constructed in accordance with the Building Code Requirements for Structural Concrete (ACI 318-08), and the Manual of Standard Practice. 2. All concrete shall have minimum compressive 28 day strength of 5,000 psi, with a severe exposure category (C2 per ACI 318). Air Entrainment 4% to 6% in all exposed concrete work with a maximum water to cement ratio = 0.4 and maximum water-soluble chloride ion content in concrete = 0.15 (percentage by weight of concrete). 3. Reinforcing steel: ASTM A-615 Grade 60. 4. Welded Reinforcing Steel: ASTM A-706 Grade 60. 5. Welding of reinforcement shall be with low hydrogen E80 -XX electrodes for welding ASTM A-706 bars. 6. All welding of reinforcing steel shall be in accordance with AWS D1.4, "Structural Welding Code - Reinforcing Steel". Only welders specifically certified for reinforcing steel and in accordance with ASW D1.4 shall perform welding of reinforcing steel. 7. All hooks on reinforcement bars shown in sections and details are to be standard hooks unless noted otherwise. 8. At the Contractor's option, all hooks on reinforcement bars shown in sections and details for #5 bars and smaller, are permitted to be stirrup hooks as long as a continuous nosing bar is provided. 9. Welded Wire Fabric: (W.W.F.) ASTM A-185. Minimum lap of W.W.F. shall be 12 inches. 10. Placing of concrete shall not start until the placement of reinforcing has been approved by the Owner's inspection agency. 11. The following minimum concrete cover shall be provided for reinforcement placed in cast -in-place concrete (non -prestressed) U.N.O: a. Concrete cast against and permanently exposed to earth 3" b. Concrete exposed to earth or weather: i. No. 6 through No. 18 bars ii. No. 5 bar, W31 or D31 wire, and smaller c. Concrete not exposed to weather on in contact with ground: i. Slabs, Walls, Joists: No. 11 bar and smaller 2" 12" ]G" 4 12. Bonding agent shall be used where new concrete is placed against existing concrete. Epoxy bonding agent is required if joint will be exposed to moisture. 13. Provide a 4" chamfer on exposed corners of concrete as shown on drawings. 14. All inserts shall be galvanized or epoxy coated. 15. Control joint spacing in slab on grade is as follows u.n.o. on drawings: a. Contractor is to submit proposed layout for review by Architect/Engineer before placing slab on grade (not structural slab). b. Provide maximum spacing 2.5 x slab thickness (in feet) with a maximum aspect ratio of 1.5. 16. Provide Special Inspections for all concrete construction and related work in compliance with IBC 2009 - Chapter 17 - "Structural Tests and Special Inspections". 6.0 STRUCTURAL STEEL 1. Fabrication and erection of structural steel shall conform to AISC 360-05, Thirteenth Edition of the AISC Steel Construction Manual (LRFD - Load and Resistance Factor Design) and Code of Standard Practice, except Section 4.4.1.b of the Code which shall not be applicable to this project. Section 4.4.1.b of the Code shall not imply that the approval constitutes the owner's acceptance of all responsibility for the design adequacy of any detail configuration of connections developed by the fabricator as part of his preparation of these shop drawings. 2. Structural Steel: a. ASTM A-36 for Channels, Angles, and Plates (U.N.O.) b. ASTM A992 (Grade 50) for Wide Flanges, and WT's. 3. Steel pipe: ASTM A-53, Type E or S, Grade B, as denoted on documents as P x. 4. Steel tubing: a. (square or rect.): ASTM A500, Grade B. b. (round): ASTM A500, Grade B, as denoted on documents as HSS x.xxx X x.xxx. 5. Bolted connections shall be with ASTM A325 or ASTM F1852 bolts, 3/4" diameter minimum, unless noted on drawings. 6. Anchor Rods: ASTM F1554 (51), Grade 55, weldable. 7. Welding electrodes for field welding: E70 -XX series, low hydrogen. 8. Welding of reinforcing bars (ASTM A706) to structural steel: E80 -XX series, low hydrogen. 9. All welding and personnel is to be prequalified according to AWS D1.1, "Structural Welding Code - Steel". 10. All complete joint penetration welds (CJP) and partial joint penetration welds (PJP) shall be prequalified welded joints in accordance with AWS D1.1/D1.1M. 11. All flare bevel groove welds to a HSS member shall have an effective throat thickness of 5/8 x the wall thickness of the HSS member. 12. For fillet welds and partial joint penetration (PJP) welds not shown, provide minimum fillet weld size in accordance with AISC Table J2.4 and minimum effective throat thickness for PJP welds in accordance with AISC Table J2.3. 13. All fillet welds which have a gap/root opening greater than 1/16 of an inch are to have their leg size increased by the gap size (minimum). The maximum gap/root opening shall be limited to 3/16 of an inch. 14. Welds are to be inspected prior to coating weld surface. 15. Beams shall be equally spaced unless noted otherwise. 16. Field welded surfaces within 4 inches of welds shall be cleaned and ground smooth. After welding coat surface with appropriate primer/paints as specified. 17. The gaps between all intermittent fillet welds exposed to view in public areas shall be filled with a material (i.e. "Bondo") approved by the Architect, such that the intermittent weld appears continuous. 18. Provide Special Inspections for all steel construction and related work in compliance with IBC 2009 - Chapter 17 - "Structural Tests and Special Inspections". 7.0 POST INSTALLED ANCHORS A. General Requirements: 1. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to the edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings. 2. Substitution requests for alternative products must be approved in writing by the Structural Engineer of Record prior to use. If the Contractor requests the use of a substitution for an anchor product, the Contractor shall provide signed and sealed calculations demonstrating the substitution is capable of achieving the performance values of the specified anchor product and the design value is equal to or greater than the product specified on the Contract Documents. The Contractor shall also submit the ICC ESR showing compliance with the relevant building code. All anchor sizes and embedment depths must be evaluated and compared to the specified anchor product in order for the substitution to be reviewed and approved. 3. All anchors shall assume the concrete is cracked, U.N.O. 4. Anchors shall be installed by qualified personnel in accordance with the Contract Documents. 5. The installation of post installed anchors shall be in accordance with the Manufacturer's Printed Installation Instructions (MPII). 6. The Contractor shall arrange for an anchor manufacturer's representative to provide onsite installation training for all of the anchors specified. The Structural Engineer of Record must receive documentation confirming that all of the Contractor's personnel who install anchors are trained prior to the commencement of installing anchors. B. Mechanical Anchors: 1. Mechanical anchors denoted on the structural drawings have been designed in accordance with IBC 2009 and ACI 318 Appendix D. 2. Mechanical anchors noted thus 'Titen HD" in sections and details installed into concrete shall use Simpson Strong -Tie Titen HD heavy duty screw anchor per ICC ESR -3037. 3. Anchors to be installed in accordance with ICC Report and Manufacturer's recommendations. Anchor diameter, spacing and embedment depths are noted in sections and details. 4. Mechanical anchors shall be stainless steel for exterior use, exposed to weather, or installed into exterior masonry. Provide galvanized or electroplated zinc carbon steel anchors at other locations, U.N.O. 5. If reinforcement is encountered during drilling, abandon and shift the hole location to avoid the existing reinforcement. Provide a minimum of 2 anchor diameters or 3 inches, whichever is larger, of sound concrete between the anchor and the abandoned hole. Fill the abandoned hole with non -shrink grout. If the anchor or dowel cannot be shifted as noted above, notify the Engineer immediately for direction on a new location. 8.0 STRUCTURAL WOOD 1. Design, fabrication and construction of wood framing shall conform with: a. "National Design Specifications for Wood Construction" NDS -05, 2005 Edition, with 2005 Supplement. b. American Institute of Timber Construction: Timber Construction Manual (latest Edition). c. American Plywood Association: Plywood Design Specification. d. American Wood Preservers Association Standards. e. National Lumber Manufacturers Association. f. National Forest Products Association. 2. All structural dimensional lumber, unless noted otherwise on the drawings, shall be Spruce Pine Fir (SPF) No1/No2 or other species having the following minimum properties: a. Fb = 875 psi (for 12" depth, adjust for other depths), Ft = 450 psi, Fc parallel = 1,150 psi, Fc perpendicular = 425 psi, Fv = 135 psi, E = 1,400,000 psi. b. Dried to maximum moisture content of 19%. 3. All structural dimensional lumber exterior exposed or in contact with masonry or concrete, unless noted otherwise on the drawings, shall be Southern Pine No. 2 or better, treated per AWPA standards, having the following minimum properties: a. Fb = 1100 psi, 1000 psi, 925 psi, 800 psi, and 750 psi (for 4", 6", 8", 10", and 12" depths, respectively), Fc perpendicular = 565 psi, Fv = 175 psi, E = 1,400,000 psi. b. Shall be treated with ACQ, to a net retention of 0.25 pcf, for above grade applications. c. After treatment, kiln -dry preservative treated lumber to a maximum moisture content of 19%. 4. All laminated veneer lumber (LVL), unless noted otherwise on the drawings, shall have the following minimum properties: Fb = 3100 psi (for 12" depths, adjust for other depths), Fc parallel = 2,600 psi, Fc perpendicular = 845 psi, Fv = 285 psi, E= 2,000,000 psi 5. All sawn lumber shall be sound, below 19% moisture content, free from warp, stamped in accordance with the American Institute of Timber Construction's 'Construction Manual', and shall be manufactured to comply with PS20 of 'American Softwood Lumber Standards'. 6. Nails to be of a length to provide 10D penetration into main member, UNO. 7. Screws to be of a length to provide 10D penetration into main member, UNO. 8. Materials of fasteners to be such that Fyb is as follows: a. Nails: i. 100,000 psi for 0.099" < D < 0.142" ii. 90,000 psi for 0.142" < D < 0.177" iii. 80,000 psi for 0.177" < D < 0.236" iv. 70,000 psi for 0.236" < D < 0.273" b. Screws: i. 100,000 psi for 0.099" < D < 0.142" ii. 90,000 psi for 0.142" < D < 0.177" iii. 80,000 psi for 0.177" < D < 0.236" iv. 70,000 psi for 0.236" < D < 0.273" c. Bolts: 45,000 psi d. Lag Screws: 70,000 psi 9. Connection details show arrangements of structural members. Detailing of connection shall be the responsibility of the builder/fabricator. Connections shall be Simpson Strong -Tie connectors where applicable. 10. All bolts are to receive washers at both ends; carriage bolts at nut side only. 11. Clearance hole for shank of lag bolts is to match shank diameter, for the same depth of unthreaded shank. The lead hole diameter for the threaded portion is to be 70% to 75% of the shank diameter. Splitting of members by lag bolts is not permitted. 12. All hardware and connectors in contact with preservative treated wood shall be hot dipped zinc coated (as per ASTM Al 53/G185) or stainless steel. Contractor shall coordinate with treated lumber manufacturer for compatibility of product used. Use of SBX (DOT) borate preservative treatment is recommended for members not exposed to water/moisture, due to reduced corrosiveness in comparison to ACQ. 13. Unless noted otherwise, fasteners are to comply with 'Fastening Schedule' Table 2304.9.1 of IBC 2009. 13. Keep structural wood protected during delivery, storage, handling and erection. Do not store in areas excessively high in humidity. 14. Stud bearing walls shall be continuously bridged with wood blocking at mid -height and posts shall be one -piece -continuous between floor and roof levels. Install fire blocking as required by applicable codes. 15. All posts and studs shall stack continuously to solid bearing on foundation walls or beams. Provide solid blocking and or cripples as required between floors and at foundation level. 16. Wall studs shall be located directly under floor and roof members, unless noted otherwise. 17. All members are to be installed with AF&PA requirements. Members are not to be drilled or notched in excess of NDS or local code requirements, whichever is more stringent. The Contractor is to submit a repair sketch to the Architect/Engineer for review and approval of replace members which are drilled or notched excessively. 18. All built-up post of two plies are to be nailed together with 10d nails at 6" o.c.; three plies are to be nailed together with 30d nails at 8" o.c.; four plies are to be bolted together with 34" diameter bolts at 8" o.c.. For 2x6 and wider members provide two rows of fasteners. Nails are to be staggered. Adjacent nails are to be driven from opposite sides of the member. For 2x6 and wider members, nails are to be 1-1/2" in from edges; and 1" in from edge for 2x4 members. Bolts are not to be staggered; and centerlines are to be 2" from edge of members for 2x6 and wider members. 9.0 SHEATHING AND WOOD DECKING 1. Plywood shall be identified with the DFPA grade -trademark of the American Plywood Association, and shall be installed in accordance with the project specifications. 2. Plywood face grain shall be perpendicular to supports. Joints in plywood are to be staggered. Nailing and screwing of plywood floor/roof diaphragms shall comply with APA requirements, and unless noted otherwise, fasteners ore to conform to "Fastening Schedule" Table 2304.9.1 of IBC 2009. 3. Plywood for roof sheathing shall be minimum 5/8 and each shall conform to APA PSI rated sheathing, 40/20, exterior, 48" x 96" plywood, and shall be minimum two span continuous. Provide lumber blocking as edge supports as indicated, otherwise, use panel edge clips, tongue and groove plywood. 4. Plywood for underside of mezzanine sheathing shall be minimum 15/32 and shall conform to APA PS1 rated Structural I plywood. Provide lumber blocking at edge supports as indicated. All underside of mezzanine plywood shall be glued and mechanically fastened. 5. Plywood wall sheathing sheathing shall be %" thick and shall conform to APA PS1 rated Structural 1 sheathing. Connections of plywood shall comply with APA nailing requirements for plywood shear walls. Wall sheathing shall be fastened to both the top and bottom plate. 10.0 DESIGN LOADS Dead: Dead loads vary based on actual building construction. Refer to complete set of Contract Documents for determining dead loads. Live: Typical rooms: 100 psf Corridors: 100 psf Stairs: 100 psf Roof Live: 20 psf Snow: Roof Snow: 31 psf + Drift Ground Snow Load - Pg: 40 psf Flat -Roof Snow Load - Pf: 28 psf Exposure Factor - Ce: 1.0 Thermal Factor - Ct: 1.00 Snow Importance Factor - I: 1.00 Deflection: Roof rafters for snow (gravity) loading - L/240 Wind: (Main Wind Force Resisting system) Wind speed 90 mph Wind Importance factor - I: 1.00 Occupancy Category: II Exposure: B Internal Pressure Coefficient: +/-0.18 Components and Cladding: To be designed in accordance with ASCE 7-05. Allowable drift: H/500 Seismic: Seismic Design Category: B Site Class: D Seismic Importance Factor - I: 1.00 Occupancy Category: II SS: 0.159 51: 0.056 SDS: 0.170 SD1: 0.090 Seismic Resisting System: Light -framed walls sheathed with wood structural panels rated for shear resistance (South, East, and West Elevations) and ordinary steel concentrically braced frame (North Elevation). Response Modification Coefficient - R: 6.5 (Light -framed wood sheathed with wood structural panels)/3.0 (ordinary concentrically braced frame). Seismic Response Coefficient - Cs: 0.028 Deflection Amplification Factor - Cd: 5.0 Design Base Shear: V = Cs x Effective Seismic Weight Analysis Procedure: Equivalent Lateral Force Analysis Allowable story drift: H/50 11.0 Special Inspection and Testing Requirements 1. All special inspections shall meet the requirements of the requirements of the New York State Building Code, Chapter 17 and these documents. 2. Jurisdictional inspection is not a substitute for special inspections. 3. Any work which has been covered or otherwise made inaccessible prior to review by the special inspector and/or the inspector of the governing jurisdiction is subject to removal or exposure. 4. Continuous inspection is required as specifically noted. This may be a requirement of the building code, the governing jurisdiction or the manufacturer. 5. The special inspector shall be certified to perform the types of inspection specified and shall demonstrate competence to the satisfaction of the building official. 6. The contractor is responsible for notifying the special inspector and the jurisdictional inspector a minimum of one day before the work is to be performed. 7. The special inspector shall be personally familiar with the contract documents and project specifications and must personally observe all of the work reported on. 8. The special inspector shall furnish inspection reports to the building department and the engineer of record. My discrepancies shall be immediately brought to the attention of the contractor for correction and to the attention of the engineer of record. 9. The final report of inspections shall be signed by a professional engineer licensed in New York State, at a minimum, that the work was completed in conformance with the approved drawings and specifications and the applicable workmanship provisions of the New York State Building Code. 10. Special inspections required: (See New York State Building Code and tables 1 through 5 on this sheet for additional information) 12.0 Fire Protection This building will be turned over to the contractor for the duration of construction for monitoring life safety issues. Existing Life Safety Systems may be disconnected and deactivated during construction to aid construction efforts only if the following conditions are met by the contractor. 1. The only access to the building will be restricted to Contractor Personnel and University project representatives 2. Signs posted on all Entrances stating "Construction Area Authorized Personnel Only" 3. The Locks be changed to a Construction Master 4. The Project/Contractor has a solid and approved Fire Safety Plan that meets/exceeds the requirements of Chapter 14 of the Fire Code of NYS titled "Fire Safety During Construction" 5. At the end of the project and before final acceptance of completion a. All Fire Alarm Devices shall be cleaned and serviced b. The Sprinkler System shall be hydro tested at 200psi for 2 -hours c. Both the Fire Alarm System and Sprinkler System shall be fully re -accepted in accordance with NFPA Standards CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: ui a Qt 0 0 5 0 T a) Rt r-• 0 at J Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: GENERAL NOTES Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S4 SHEET 5 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:56 am *THERE IS A SPLIT THAT RIUNS APPROXIMATELY THE E LENGTH OF THIS DIAGONAL • 'EXISTING WALL STUDS ABOVE AND WITHIN THE ORIGINAL TIMBER TRUSS C6X8.2 BOTTOM CHORD OF EXISTING TIMBER TRUSS SLAB ON GRADE TO MATCH THICKNESS OF EXISTING; SEE TYP. DETAIL FOR ADD'L INFO. SHORE BEAM TO REMOVE EXISTING GLULAM POSTS FOR INSTALLATION OF NEW BRACED FRAME SHORE BEAM TO REMOVE EXISTING GLULAM POSTS FOR INSTALLATION OF NEW BRACED FRAME 1 (E) WF BEAM; SHORE TO FACILITATE REMOVAL OF (E) SHORING POST HSS 4X4X1/4 OUTRIGGER EXISTING GLULAM POSTS, 5 LOCATIONS REMOVE (E) SHORING POST TURN DOWN SLAB ON TO PILE CAP CS 16 PILE CAP MICRO PILE; FIRST 10' BELOW PILE CAP SHALL BE ENCASED IN A PERMANENT STEEL CASING PER MICROPILE SPEC SECTION 1.6B. (71 NORTH WALL INTERIOR ELEVATION SCALE: NIS. NOTES: 1. ALL STEEL SHOWN ON THIS ELEVATION TO BE PAINTED BLACK. 2. REPAIR CRACKS, SPLITS & CHECKS IN EXISTING WOOD TRUSS WITH WOODEPDX BY ABATRON. 3. APPROXIMATE LOCATION OF REPAIR NOTED THUS . IF ADDITIONAL DEFECTS ARE FOUND DURING THE COURSE OF WORK, NOTIFY ENGINEER FOR EVALUATION AND DIRECTION ON REPAIR WOOD JOIST OR DRAG STRUT 5 — 10d NAILS LIGHT GAUGE STRAP; SEE PLAN. FASTENED TO EACH JOIST/PIECE OF BLOCKING WITH 2 — 10d NAILS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + UGHT GAUGE STRAP; SEE PLAN WOOD JOISTS OR BLOCKING; SEE DETAILS EXISTING STUD — 10d NAILS — 10d NAILS NUMBER OF JOISTS/BLOCKING VARIES; SEE DETAILS ++1L CDs3PLAN DETAIL - UNDERSIDE OF MEZZANINE NOTE: SHEATHING NOT SHOWN FOR CLARITY #4 X 2'-3" LONG 0 16" O.C. W/ HILTI HIT HY-150 ADHESIVE W/ 7" EMBED. Ti?. ALL SIDES. OMIT BARS WHERE EXISTING SLAB THICKNESS IS LESS THAN 2" WWF 4" MI NEW SLAB EXIST. SLAB ON GRADE ON GRADE SAWCUT EXIST. FLOOR SIM SAWCUT JOINT AFTER 7 DAYS; ALL W/ POLYURETHANE JOINT SEALANT t/4 EQ. — t 1214470104 III =1111-111 EEH I C= COMPACTED GRAVEL FILL EQ. ENSURE THAT ANY VOIDS FORMED BENEATH THE EDGE OF THE EXIST. SLAB ARE COMPLETELY FILLED W/ CONC. OEXISTING SLAB ON GRADE TO NEW SLAB ON GRADE HSS POST, SEE ELEVATION .440 " X 8" X 16" EMBED PLATE W/ 8 — #4 BARS X 2'-0" LONG 2" TYP. 4" TYP. HARDWOOD FLOOR PLYWOOD 2X SLEEPER EXISTING 2X10 JOIST; /— ORIENTATION VARIES, SEE PLAN <-› EXISTING 6 SECTION 1 rxi CL MICROPILE = L HSS POST CL HSS DIAGONAL " MIN. 2" MAX. HSS DIAGONAL, SEE ELEVATION 1 4 4 3" MIN. 3" MIN. / EX. FINISHED FLOOR. B/ EX. SLAB ON GRADE T/ PILE GAP • . . . 1 �L MICROPILE 4 n CL MICROPILE " GUSSET PL REINFORCED CONCRETE PILE CAP MICROPILE W/ NUT AND PLATE ON REINF. BAR CONT. 2X BLOCKING RIPPED TO MATCH HEIGHT OF EXISTING FLOOR JOISTS WHERE LG STRAPPING SHOWN ON MEZZANINE PLAN CONT. STRAP WHERE SHOWN ON MEZZANINE PLAN CAREFULLY REMOVE AND SALVAGE WOOD BOARD CEILING FINISH; BACK TO FACE OF GLULAM BEAM PORTION OF CEILING DIRECTLY ABOVE GLULAM TO REMAIN, AS EXISTING JOISTS ARE CURRENTLY BEARING ON IT. EXISTING GLULAM BEAM HSS OUTRIGGER — 3" HSS POST " 1 i. HSS POST 2'—O"± TVP. 24 — 2"0 LAG SCREWS 0 4" 0.C., T.B.D. EXISTING WOOD BEAM TYP>3" MIN. TVP. 4 3" MIN. HSS DIAGONAL, SEE ELEVATION HARDWOOD FLOOR PLYWOOD SIMPSON A35 FRAMING ANGLE TYP. EACH END OF BLOCKING TO FLOOR JOIST. 2X SLEEPER Ar'—V---\_ PROVIDE TEFLON PL BETWEEN PL'S 2" TYP. CHANNEL DRAG STRUT, SEE ELEVATION $" GUSSET HSS POST; SEE ELEVATION EXISTING WOOD BEAM HSS DIAGONAL PROVIDE 1" HORIZ. SLOTTED HOLE IN PL ATTACHED TO HSS " 6 2" 4 — ro BOLTS. FINGER TIGHTEN WI DOUBLE NUTS PROVIDE 1" HORIZ. SLOTTED HOLE IN PL —V— ATTACHED TO EXISTING WF SEE UNDERSIDE MEZZANINE SHEATHING AND PANEL JOINT FASTENING DETAIL ON S10 FOR NAILING OF PLYWOOD TO MEZZANINE FRAMING. ><1 PLYWOOD SHEATHING FOR DIAPHRAGM NEW S3 2X12 WOOD BLOCKING BETWEEN EXISTING JOISTS, FACE NAIL TO EXISTING GLULAM BEAM W/ 2 ROWS OF 10d NAILS 12" O.C. STAGGERED REINSTALL SALVAGED WOOD BOARD CEILING. REPAIR AS NEEDED. CONTRACTOR TO REPLACE ANY DAMAGED BOARDS. EXISTING GLULAM BEAM EXISTING WF 1" X 10" PLATE + $" TEFLON PLATE + I" X 10" PLATE FULLY WELDED is CAP PLATE HSS4X4X1 OUTRIGGER; LENGTH TO BE V.I.F. SECTION EQ. E IF DISTANCE <12" CONTACT ENGINEER 1 4 HSS POST a . L 0 0 I,. 0 . . M EXISTING CHIMNEY EXISTING STUD ADHESIVE ANCHORS is"0 ADHESIVE ANCHOR W/ 32" EMBEDMENT IN HILTI HY 70 ADHESIVE W/ SCREEN TUBE EXISTING STUD 1'-3" TVP. EXISTING CHIMNEY CI PARTIAL ELEVATION NOTE: MEZZANINE FRAMING AND WALL FINISHES NOT SHOWN FOR CLARITY #4 X 4'—O" FOR STIRRUP INSTALLATION ( 4 LOCATIONS) HOOKED TOP BARS 2 — #4 STIRRUPS EACH MICROPILE HOOKED BOTTOM BARS MICROPILE, TVP. CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: INTERIOR ELEVATIONS AND SECTIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S3 SHEET 4 OF 16 U R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S2A—S2B—S2C.DWG 01-21-14 8:56 am Printed REINFORCE EXISTING CONNECTION OF LAST DIAGONAL AT GAMBREL UNE TO WALL FRAMING AT DIAMOND WINDOW. CONNECTION REINFORCEMENT DETAILS TO BE DETERMINED AFTER AREAS ARE EXPOSED. TYP AT BOTH DIAMOND WINDOWS. FIN. FLOOR EL. = +111.77 FIN. CEILING EL. = +110.66' .... ✓iiiiiiil�/�//�rn�rr�ir4' 7/4 HORIZONTAL PLANKING AS DETAILED IN 6/S10 FIN. FLOOR EL. = +100.00' CONDUIT SOUTH ELEVATION SCALE: 3/16" = 1'-0" 4 0 4 8 12 MIN SCALE OF FEET 3/16"=1'-0" REPLACE IN KIND SHAKE SHINGLE CLADDING IN THIS AREA ONLY VERTICAL CLAPBOARD SIDING INFILLED BETWEEN HALF—TIMBERS, TYP. EACH SIDE. REPLACE BARN DOOR SILL. REFER TO DETAIL 9/S10 FOR ADDITIONAL INFO. SALVAGE LETTERING DURING CLADDING DEMOLITION. REINSTALL WITH STAINLESS STEEL FASTENERS IN SAME LOCATION FOLLOWING COMPLETION OF JOB. HORIZONTAL PLANKING, TYP. AS DETAILED IN 6/S10 fi CO REFURBISH EXISTING HALF TIMBERING IN PLACE, PAINT TO MATCH EXISTING, TYP. LG14 LG14 VENT LIGHT LG14 I1 REPLACE SINGLE DOOR WITH NEW SOLID CORE WOOD DOOR TO MATCH. REFER TO 8/S10 FOR ADD'L INFO. WEST ELEVATION SCALE: 3/16" = 1'-0" REBUILD TOP 3'-0" OF CHIMNEY AS SHOWN ON DETAIL 1/S11 4 0 4 8 12 MIN MIN SCALE OF FEET REINFORCE EXISTING CONNECTION OF LAST DIAGONAL AT GAMBREL LINE TO WALL FRAMING. CONNECTION REINFORCEMENT DETAILS TO BE DETERMINED AFTER AREAS ARE EXPOSED. TYP AT BOTH GAMBREL LINES. ,,109 ...; REPOINT ENTIRE CHIMNEY FULL HEIGHT AS SHOWN LIGHT (X2) NEW ROOF SHALL EXTEND 3'-0' PAST ROOF SLOPE CHANGE HORIZONTAL PLANKING AS DETAILED IN 6/S10 FLAT SEAM COPPER ROOFING. REFER TO ROOFING SHEETS FOR ADDTIIONAL INFORMATION. SCOPE NOT SHOWN FOR CLARITY L 0 0 CC CC 0 ..c W N W CC FIN. FLOOR jib EL. = +111.77' FIN. CEILIN EL. = +110.66' FIN. FLOOR EL. = +100.00' 3/16"=1'-0" FIN. FLOOR EL. = +100.00' NORTH ELEVATION SCALE: 3/16" = 1'-0" 4 0 4 8 12 MON SCALE OF FEET NOTES 1. 2. 3. 4 ENEMA ME En PERM 5. — E 3/16"=1'-0" LG14 DENOTES CONTINUOUS SIMPSON CS14 COILED STRAPPING WITH 24" END LENGTH MINIMUM EACH SIDE; FILL ALL HOLES IN STRAP W/ 8d NAILS AT END LENGTHS AND EVERY THIRD HOLE W/ 8D NAILS AT CLEAR SPAN. SEE TYPICAL WINDOW OPENING STRAPPING DETAIL AND TYPICAL DOOR OPENING STRAPPING DETAIL FOR ADDITIONAL INFORMATION. TYPICAL U.N.O. ON ELEVATION. LG14A DENOTES CONTINUOUS SIMPSON CST14 COILED STRAPPING WITH 36" END LENGTH MINIMUM EACH SIDE; FILL ALL HOLES IN STRAP W/ 10d NAILS AT END LENGTHS AND EVERY THIRD HOLE W/ 10d NAILS AT CLEAR SPAN. DENOTES EXTENT OF NEW STRUCTURAL SHEAR WALL AND BUILDING ENVELOPE UPGRADES. SEE FIRST FLOOR PLAN ON 51 FOR GENERAL SCOPE OF WORK DESCRIPTION.: SEE WOOD SHEAR WALL SCHEDULE AND TYPICAL SHEAR WALL FASTENER DETAIL FOR ADDITIONAL INFORMATION. — DENOTES EXTENT OF NEW STRUCTURAL ROOF DIAPHRAGM AND ROOF REPLACEMENT. SEE ROOF FRAMING PLAN ON S1 FOR GENERAL SCOPE OF WORK DESCRIPTION. REFURBISH EXISTING FIRE ESCAPE IN PLACE. PREPARE STAIRS AND PROVIDE NEW EPDXY MASTIC COATING. 6. 7. 8. V//I DOWNSPOUT LOCATION. REFER TO ROOFING SHEETS FOR ADDITIONAL INFORMATION. EAST ELEVATION SCALE: 3/16" = 1'-0" DENOTES EXTENT OF ROTTED TIMBER SILL REMOVAL AND REPLACEMENT; REFER TO TYPICAL SECTIONS AND SEQUENCING PLANS, ELEVATIONS, AND DETAILS FOR ADDITIONAL INFORMATION. DENOTES APPROXIMATE EXTENT OF MASONRY REPOINTING. THE INTENT IS TO REPOINT ALL CHIMNEY MASONRY. REFER TO TYPICAL DETAIL B/S11 FOR ADDITIONAL INFORMATION. DENOTES APPROXIMATE EXTENT OF MASONRY REBUILD. REFER TO TYPICAL DETAIL C/S11 FOR ADD'L INFORMATION. 9. (X DENOTES BUILDING ENVELOPE KEY NOTE — NOTED ON SHEET S1A. 10. APPROXIMATE SCALE SHOWN MAY BE USED FOR ESTIMATING QUANTITIES OF MATERIALS AND FINISHES TO BE REMOVED/REPLACED. ALL DIMENSIONS TO BE V.I.F. 4 0 4 8 12 MEM Mal SCALE OF FEET 3/16"=1'-0" CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: Approved: LRS Drawing Title: ELEVATIONS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S2 SHEET 3 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:55 am EXTEND NEW ICE DAM MEMBRANE ONTO ADJACENT ROOF AS SHOWN. 3'-0" IN PLANE WITH ROOF TERMINATE ICE MEMBRANE VERTICALLY ON CHIMNEY, MIN. 8" TYP. -.471r o -00000; ooio®. ,®.'°'f7o,�I4.4o®.IVO 4 .�o®oo#.•A•4o,►oso®°w®®o,,•#•, 4•A iw}lAls�►AA���ow® "®°dor®`�®�®�®�®.4, row®®,,,,,0`,,,, ,,,, ,,tp•o'po`�o�o�o�0®0®0®0"10'®�• Oi®°o°;®0°010,4, �0�®"®®®Q®®®`/o'®`f®®®®®®®®Yfo�®�®®®~®®�®�®�®�®�®�o�®� ► ♦♦ 0oos.000000<.00. 140000000000.0000000000000 1 ► ®® oo°1►0000000�s000°o;•if 00000000000000000000000000°0°0®; t► 0000000• •JW.°o°o°o°o°o°o°o ♦000000♦ ro�o7o7o�o�o-o7ovoeo�ovo�0v0-0v0v0v0-ovovoeovovoovovovovovovo°0000♦♦0000000�o�0�.�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�►®0• D0000®oo°oo°0000,••••• 0000000000000000000000 oa 149x 000000°000000000000'0! , 000000000000000000♦ 0 0000000 00000000000000+4 #••0 • • •• ♦o♦ 0 -•-• •4411 ICE DAM PROTECTION MEMBRANE STRIPPED IN WITH UNDERLAYMENT AT GAMBREL SLOPE CHANGE, TYP. 0`•O°i°i°i°i°i°i°i°i°i°i°ioi°i°iii°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°ioi°i°i°i°i°i°o°i°i°i°i°i°i°i°i°i°i°i4°�°i►� Oso_o���0_0�0�0�0�0�0�0�0�0�0�o�oo�i0000000000000000000000000000000000000000t+-o ►i0000000000 o°o°o°oo°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0°0°0°0°00°00°00°0°0°0°0°00°0°0°0.0®►°®°o°o°o°®°0°0°0°*�0°� ►� 000soitel ®014.4414t®0®0®0®0-0®0-0®0®0®000��0�0�0�0�Vt;t0.�0�0�0�0�4'0�0�0�0,47•70w`.®®te w°i°ii°:sii®ii i°i°i4i°e°i°i°:°:°i°i°i� ►00.000 ► >00000000•►0►0�s0 000000<40l ®%o�..y�..%4 04* i•�i®® s�%...y�.�.�.�.�.�.�.�.�.�%s%%%%%%%%4 4v%.4.®4, ooooooE.°oo°o°o°o°po°s►o°o°000°0°000°0°0°40°0°0°0°0°004.00°o°o°po°o°oo. s�o°o°o°4 'o0o°+�°0®000°oa� °o®o,►o®0000®of �0,0,0�00000wo.to.�!oo�o�®ao�o®< �o°0,000°o®oho®ods h®oyo®f w'1w`®o�•®°®C016°w°w°,r•®°e,°e,°w s®,►°w`w°eor.tia0aie®►®®e®°4 44' ®! •®!®!.°w!�,°w°s®w� Oy®®i®i®� N.I.C. NOTE: LAP ICE DAM MEMBRANE WITH WEATHER, TYP. KEY PLAN; ICE DAM PROTECTION MEMBRANE LOCATIONS SCALE: 1/8" = 1'-0" NOTE: 1. ;""7 i LOCATION OF ICE DAM PROTECTION MEMBRANE. 2. N.I.C. WHERE EXPOSED COPPER ROOFING, USE HIGH TEMPERATURE ICE PROTECTION MEMBRANE UNDERLAYMENT. TERMINATE ICE MEMBRANE VERTICALLY AT CHEEK WALLS UNDER TYPICAL FELT UNDERLAYMENTS, MIN. 1'-0" DXTEND ICE DAM MEMBRANE 3'—O" PAST INSIDE FACE OF EXTERIOR WALL IN HORIZONTAL PLANE, TYP. i REPLACE LOCALIZED ROOF SIMILAR, NOTE 1 TO INTERAGE NEWW ROOFING TO EXISTING N.I.C. 3'-0" IN PLANE OF ROOF. r +INNEN. MENNE 11•1111111 AMENS IIIIIIIIIIII GENIIS 411111111111 i1111111111. 411111111111 +++ +++,+ MINN 01111110 MINIM MINN TYP. FULL PERIMETER OF ROOF AT LOWER AWNING AT UPPER AWNING N.I.C. 1'-6" TYP COORDINATE LOCATION WITH ENGINEER -- IN FIELD. SET APPROXIMATELY 8' UP SLOPE, TYP. EACH SIDE LAP RIDGE CAP OVER HIP SHINGLES, TYP ROOF PLAN SCALE: 1/4" = 1'-0" ROOFING PLAN DRAWING NOTES These General Notes apply to all roof areas shown on the roof plan unless as marked not in contract (N.I.C.). Any cross—referencing is for the convenience of the user only and shall not limit the applicability of these General Notes. 1. Existing steep slope roofing (those roofs with slopes greater or equal to 20 in 12) is comprised of 2-3 layers of asphalt roofing shingles with gray granules over asphalt saturated roofing felts and secured with ferrous roofing nails. Exposure and shingle width varies per roof. The roof is fastened to plywood sheathing laid over fiberboard and original furring strips believed to be from original cedar shake roof. Refer to typical roof detail B/S5 for additional information. 2. Existing awnings shall be considered sloped roofing for replacement purposes. Awnings consist of 1-2 layers of asphalt roofing shingles with matching gray granules over asphalt saturated roofing felts and secured with ferrous roofing nails. The plywood awning is not framed over interior space and is supported on regularly spaced wood brackets fastened to wood window mullions. A. PROTECTION: Protect all existing roof surfaces, rooftop structures, equipment and site elements from damage during the course of the work. Protect all interior finishes, furnishings, and contents from damage during the course of work. B. SCOPE: Contractor shall undertake only the scope of work shown on the drawings and in the specifications. Contractor shall notify Design Professional of existing concealed conditions not indicated on the drawing that might affect the scope of work. Contractor shall not proceed with any work pertaining to said conditions without prior approval from the Architect and/or Owner. C. LOCATION OF REPAIRS: The location of required repairs shown on the drawings are approximate. Actual locations and extents may vary slightly in field from that which is shown in plan. D. UNDOCUMENTED DETAILS: Discuss roofing details that are not shown in the detail drawings with the Design Professional during the course of work. The intent will be to waterproof/protect undocumented roofing areas to the same level of quality and redundancy as those shown on the drawings. E. COORDINATION: Coordinate roofing work with other work to be undertaken as part of the project. F. AESTHETIC APPROVALS: For all aesthetic decisions (e.g. color selection, mockup reviews), approvals shall be by both the Design Professional and an Owner's representative. G. RECYCLING & DISPOSAL All materials shall be leagally disposed of offsite and recycled to the greatest extent feasible. H. ROOF SLOPES: Roof slopes shown on plan are approximate. KEY NOTES Q ASPHALT ROOFING REPLACEMENT For the extents noted on the drawing, remove existing asphalt shingle roofing, ferrous flashing components, underlayment and sheathing to expose rafters. Coordinate with structural rehabilitation scope. Following completion of structural rehabilitation, provide new 'cool' asphalt shingle roofing system in laid in "six—course, six—inch stepped off diagonal method", and consisting of vented plywood sheathing, underlayment (refer to Ice Dam Protection Membrane Key Plan and specifications), copper flashings and new asphalt shingles. Refer to typical details for asphalt shingle layout and installation. Note: Installation of asphalt shingles may change based on slope of roof assembly. Refer to typical roof section B/S5 and sheet S12 for typical roofing details and cut sections as shown on roof plan and elevations for additional information. { 2 AWNING REPLACEMENT Remove existing wood awning including asphalt shingles, ferrous flashing components, underlayment and wood sheathing. Refer to Keynote 16 on the elevations for scope of work for the awning brackets. Replace awning framing and provide new painted awning sheathing to match existing. Provide new asphalt shingle roofing as noted in Keynote 1 of this sheet (Note: vented sheathing is not required for awnings). Integrate awnings with adjacent vented board and batten siding and provide new apron flashing at termination into wall. Refer to 6/S10 for additional information. FLAT SEAM COPPER ROOFING INSTALLATION Where denoted, remove existing asphalt shingle and built—up roofing down to substrate. Permit review of substrate condition by design professional and coordinate extent of roofing and substrate replacement. Assume 24 SF of deck replacement. Parge exposed chimney substrate and replace underlying damaged deck with new plywood to match. Provide new high temperature ice dam membrane and flat seam copper roofing. Integrate with adjacent wall, chimney, downspout, fire escape pipe framing and low slope roofing. Refer to 1 & 2/S13 for additional information. 04 DOWNSPOUT REPLACEMENT Remove existing downspout, scupper box and any leaderheads from wall. Provide new copper scupper, scupper box and downspout to grade and splash blocks. Miter and solder all changes in direction and provide new stainless steel functional anchorage hardware, to be submitted & approved by Engineer. Refer to details 1 & 5/S13 for additional information. ( VENTED RIDGE CAP REPLACEMENT Remove existing vented ridge cap assembly and all interior prefabricated roof baffles. Where noted on drawings install new prefabricated vented ridge cap that is compatible and can be roofed over with approved asphalt shingles. Vented ridge cap shall be vented through roof sheathing rather than previously existing baffle assembly. Refer to 2/S6 for additional information. SHINGLE ROOF HIP REPLACEMENT Remove existing and provide new asphalt shingle hips. Field of asphalt shingle roof shall continue to hip line, and provide new matching hip cap shingles in accordance with typical details. Start installing caps at bottom of hip and work up slope. To prevent cracking, make sure the caps are warm enough to permit proper forming over the ridge or hip. Lap with the weather and ensure that fasteners are not exposed. Refer to typical details on sheet S12 for additional information. 07 GAMBREL ROOFING SLOPE CHANGE For new roof, install field of asphalt shingles from lower slope to upper slope in typical asphalt roofing pattern. For new roof, strip in roofing underlayment lapped with the weather per Ice Dam Protection Membrane Key Plan. Install field of asphalt shingles in accordance with 3/S6 and typical roofing details on sheet S12. Q OPEN VALLEY REPLACEMENT Remove existing and provide new open copper valley flashings, full length. Terminate asphalt shingles at edge of copper valley flashings. Provide full ice dam membrane underlayment at valley and strip in edges of copper valley. Refer to detail D/S12 for additional information. CUPOLA RESTORATION Following mobilization, permit engineering review of structure and sill condition. The intent is that the cupola be lifted from the roof and restored on grade in order to facilitate curb rebuild and flashing integrations. Contractor shall remove all deteriorated wood cladding, louvers and framing. Rebuild cupola to match existing using both new and salvaged lumber. Cupola shall have new copper flashings and shingle roof. materials in good condition and as noted on the details. on grade to match existing with new lumber and salvage, copper flashings and asphalt shingle roof. Line the interior with a receiver and duct for new inline fan (see note below) Refurbish all components to remain including weathervane and paint exposed elements to match existing. Set rebuilt cupola on new fully flashed curb. Refer to detail elevations & 4/S11 for additional information. Note: An inline fan including wiring and controls will be furnished and installed by Owner within the Cupola. Contractor shall provide conduit with pull strings suitable for power and controls for the fan to allow Owner to install wiring and devices at a later date. 13 14 15 16 17 DRIP EDGE REPLACEMENT Following installation of new roof sheathing, provide new copper drip edge for full length of all rakes and eaves. Match exposed hemmed edge of adjacent roofs. Refer to typical detail B and C/S12 for additional information. SHED DORMER ROOFING AND CLADDING REPLACEMENT At dormer shed roof remove existing roofing, flashings and sheathings, and at dormer cheek wall remove board and batten cladding and sheathing. Provide new sheathing, and cladding/asphalt roofing in accordance with typical wall and roof sections. Provide ice dam protection membrane in accordance with key plan. At dormer cheek walls, provide copper base flashings at cheek wall interwoven with asphalt shingles and integrate new cheek wall claddings. Refer to typical roofing details on sheet S12 and detail 8/S13 for the cladding & flashing scope. CHIMNEY FLASHING REPLACEMENT Remove existing base flashings and associated chimney roofing. Install new framed chimney cricket with ice dam protection membrane underlayment and clad in flat seam copper. Provide full base flashings and new counterflashing of sufficient dimensions and construction to provide a water—tight assembly. Coordinate with adjacent asphalt roofing work and shed dormer. Refer to typical roofing details on sheet S12 and to details 2/S11 & 2/S13 for additional information. ALTERNATE 1: PROVIDE SNOW RAILS As part of ALTERNATE 1 provide new brass snow rail with base plates placed in the 3rd row of shingles above the gambrel ridge, or eave of the roof or dormer. Snow rail shall have end caps, collars and ice flags shall be installed evenly spaced as recommended in typical details and by manufacturer. Follow minimum spacing from valleys, hips and rakes as noted on roof plan. For roof slopes of 12:12 & 20:12, base plates shall be equally spaced, with spacing not to exceed 28" O.C.; For roof slopes of 6:12, base plates shall equally spaced, with spacing not to exceed 36" O.C.; Refer to typical detail F/S12 for additional information. ALTERNATE 1: PROVIDE SNOW GUARDS As part of ALTERNATE 1 provide new copper snow guards in approximate location shown on the roof plan. Set in dispersed pattern (stagger each row), approximately 2'-0" O.C. within each row and spaced rows every 3 courses of asphalt shingles, or approximately 15". Set first row approximately 6 courses up from eave. Verify placement with Design Professional in the field. WALL MOUNTED LIGHTS/UTILITIES/APPURTENANCES Where noted on drawings, de—energize and lockout wall mounted lights/utilities/appurtenances and remove and salvage for reuse. Following installation of new exterior cladding, reinstall items in original location. AWNING BRACKETS REFURBISHMENT Awning brackets may be left in place during the scope of work. If brackets need to be removed to facilitate mobilization at the walls during construction (at the contractors discretion), brackets shall be salvaged and marked such that they can be reinstalled in place at the wall. Remove any loose paint and deleterious materials. Refurbish with new paint and wood filler prior to replacement. Re—installation shall be with new stainless steel fasteners to match existing. Assume replacement of (6) brackets. LOCALIZED MASONRY REBUILD AND LINTEL REFURBISHMENT Remove and salvage masonry where denoted on drawings to facilitate removal, salvage and refurbishment of steel lintel. Scrape/Prime/Paint lintel with new epoxy mastic coating. Reinstall salvaged masonry in kind with full head/bed/collar mortar joints. Refer to detail 3/S11 for additional information. WINDOW AND DOOR SCOPE Where denoted on drawings, contractor shall provide new window and door flashings consisting of installation of foam sealant at perimeters and new self adhered flashing (SAF) to integrate with installed draining weather resistant barrier (WRB). For all windows and doors, work shall proceed similar to details 4-6/S10. Window and door frames shall have any loose paint and deleterious materials removed. Refurbish with new paint and wood filler. As ALTERNATE 2 to base bid, the contractor shall carry an allowance to perform additional window restoration work. This will consist of the installation of approximately 5 interior window screens, 6 interior storm windows and an additional allowance of 5 man—days of a qualified specialty carpentry mechanic and a $2500 material allowance to service the windows. The service will include oiling and alignment of window hardware and hinges as well and some window glazing. CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: David A. VanOcker P.E. Lic. #074389-1 Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: DTD Approved: LRS Drawing Title: ROOF PLANS AND KEYNOTE LEGEND Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: SIA SHEET 2 OF 16 R:\E2013\E2013046A — CORNELL — BIG RED BARN\CAD\S1—S2—S3—S4.DWG 01-21-14 8:55 am CONTRACTOR TO REMOVE WOODEN BASE ENCLOSURE OF STEEL POST AND NOTIFY ENGINEER FOR REVIEW. NOTES: 1. MICROPILES PILE CAP W/ 13 — #6 TOP < AND BOTTOM SHORT WAY AND 4 — #6 TOP AND BOTTOM LONG WAY REMOVE AND REPLACE EXISTING NON -LOAD BEARING PARTITION WALLS, WOOD FLOOR, AND CONCRETE SLAB -ON -GRADE AS REQ'D FOR TO INSTALL MICROPILES AND PILE CAP. SEE ENLARGED FIRST FLOOR PLAN FOR NEW CONFIGURATION OF PARTITION WALL HSS POST; 2 LOCATIONS. POSTS TO BE PLACED WHERE EXISTING GLULAM POSTS ARE LOCATED —BAIILItED MICROPILE' ENLARGED PLAN AREA 1 victedorinceirdwar. 0.04.7.0.0.4.4044I ±52' V.I.F. 1 S5 FIRST FLOOR PLAN SCALE: 1 APPROXIMATE SCALE OF 3/16" = 1'-0" MAY BE USED FOR ESTIMATING QUANTITIES OF MATERIALS AND FINISHES TO BE REMOVED/REPLACED. ALL DIMENSIONS TO BE V.I.F. 1. • • DENOTES EXTENT OF NEW STRUCTURAL SHEAR WALL AND BUILDING ENVELOPE UPGRADES. GENERAL SCOPE OF WORK INCLUDES: — REMOVE EXISTING BOARD AND BATTEN CLADDING - REMOVE EXISTING WOOD FURRING AND INSULATION — INTERIOR WALL FINISHES REMAIN, AND SHALL BE PROTECTED DURING CONSTRUCTION - PROVIVE NEW BLOCKING, CONNECTION HARDWARE, AND NEW WALL STUDS AS REQ'D FOR NEW SHEAR WALLS. EXISTING ELECTRICAL CONDUIT AND WIRING SHALL BE REMOVED AND REINSTALLED AS REQ'D FOR NEW STUD INSTALLATION. - PROVIDE NEW INSULATION — PROVIDE NEW STRUCTURAL PLYWOOD SHEATHING AND LIGHT GAUGE METAL STRAPPING FOR SHEAR WALLS - PROVIDE NEW BUILDING WRAP, WOOD FURRING, AND FLASHINGS — PROVIDE NEW BOARD AND BATTEN CLADDING AND WOOD TRIM THAT IS PRIMED, BACK PAINTED, AND LAID OUT IN A MATCHING PATTERN TO THE EXISTING CLADDING SEE ELEVATIONS, SECTIONS, AND TYPICAL DETAILS FOR FULL INFORMATION. ••` DENOTES APPROXIMATE EXTENT/LOCATION OF BATHROOM. REMOVE GYP CEILING FINISH AND OTHER ITEMS IN, OR ATTACHED TO, THE CEILING TO ALLOW PLACEMENT OF THE PLYWOOD SHEATHING. REPLACE ALL FINISHES AND OTHER ITEMS. UNDERSIDE MEZZANINE FLOOR PLAN SCALE: APPROXIMATE SCALE OF 3/16" = 1'-0" MAY BE USED FOR ESTIMATING QUANTITIES OF MATERIALS AND FINISHES TO BE REMOVED/REPLACED. ALL DIMENSIONS TO BE V.I.F. DENOTES EXTENT OF NEW STRUCTURAL PLYWOOD DIAPHRAGM INSTALLED TO UNDERSIZE OF MEZZANINE. GENERAL SCOPE OF WORK INCLUDES: — CAREFUL REMOVAL/LOWERING OF EXISTING SPRINKLER SYSTEM TO ALLOW OR THE INSTALLATION OF THE NEW WORK. SEE "FIRE PROTECTION" NOTES ON S4 FOR ADDITIONAL INFORMATION. - CAREFUL REMOVAL AND SALVAGE OF THE EXISTING WOOD BOARD CEILING FINISH IN THE AREAS EXPOSED TO VIEW — REMOVAL OF CEILING FINISHES IN BATHROOM — PROVIDE NEW BLOCKING AND CONNECTION HARDWARE REQUIRED FOR NEW STRUCTURAL DIAPHRAGM. — INSTALL NEW STRUCTURAL PLYWOOD SHEATHING, BLOCKING, AND LIGHT GAUGE METAL STRAPPING FOR DIAPHRAGM - REINSTALL SALVAGED WOOD BOARD CEILING. REPAIR AS NEEDED. CONTRACTOR TO REPLACE ANY DAMAGED BOARDS. PROVIDE FINISH TO MATCH EXISTING ON ANY NEW OR DAMAGED BOARDS. - INSTALL NEW CEILING FINISHES IN BATHROOM TO MATCH EXISTING — REINSTALL EXISTING SPRINKLER SYSTEM. SEE "FIRE PROTECTION" NOTES ON S4 FOR ADDITIONAL INFORMATION. SEE SECTIONS AND TYPICAL DETAILS FOR FULL INFORMATION. 2. LG16 DENOTES SIMPSON CS16 LIGHT GAUGE STRAP. FILL ALL NAIL HOLES W/11 — 10d NAILS FOR 1'-0" FROM EACH END. INTERMEDIATE NAILS TO FILL EVERY FOURTH HOLE. DO NOT SPLICE. 3. LG16A DENOTES SIMPSON CMSTC16 LIGHT GAUGE STRAP. FILL ALL NAIL HOLES W/ 29 — 16d NAILS FOR 2'-1" FROM EACH END. INTERMEDIATE NAILS TO FILL EVERY FOURTH HOLE. SPLICE WHERE REQUIRED PER SPLICE DETAIL. 4. DENOTES EXTENT OF NEW STRUCTURAL SHEAR WALL AND BUILDING ENVELOPE UPGRADES. SEE FIRST FLOOR PLAN FOR GENERAL SCOPE OF WORK DESCRIPTION. 5. d,, (E) DENOTES SPAN OF EXISTING NOMINAL 2x10 FLOOR JOISTS Q 12" O.C. " AND EXISTING TRUE 2X10 FLOOR JOISTS 0 +/— 2'-0" O.C. REMOVE. EXIST. COUNTERTOP REMOVE EXIST. WALL, TYP. SALVAGE EXIST. CABINET REMOVE EXIST. ELECTRICAL AND SHIFT AS REQUIRED FOR NEW WALL CONFIGURATION EXIST. SLAB ON GRADE EXTENT OF REMOVE REMOVE AND SALVAGE EXISTING DOOR ENLARGED FIRST FLOOR DEMO PLAN SCALE: N.T.S. NOTES: 1. DENOTES APPROXIMATE EXTENT OF SLAB—ON—GRADE REMOVAL. COORDINATE EXTENT WITH PILE CAP CONSTRUCTION. ASSUMED 2'—O" WORK AREA AROUND PERIMETER OF PILE CAP, MINIMIZE DISTURBED AREA AS MUCH AS POSSIBLE. SHORE SOIL AS REQUIRED. 2. E= : DENOTES EXIST. STUD WALL REMOVAL DENOTES EXTENTS OF 4" CONCRETE SLAB ON GRADE REINFORCED W/ 6X6 — W4.0 X W4.0 WWF; COORDINATE WITH EXTENTS OF DEMO 4" METAL STUD 0 16" O.C. WITH 5/8" GWB ON BOTH SIDE FULL HEIGHT TO ENCASE HSS BRACED FRAME. HSS POST ENLARGED FIRST FLOOR PLAN SCALE: N.T.S. XISTING PSL RIDGE TRUS XISTING HIP RAFTER, TYP. 11111111ENIZIIIMil 11111E111 4 LG16 `' .44 • • it*" 44.4 i"l0'® •-• •-•—•44-•'•'t44,*, • • •"tl. "A' l.W"w P*11PIP • • f'# IP •'#"AF •4•i:2►' '14.0 • • It.* $:k•••# •, 7 "M nF• NOTES: ROOF FRAMING PLAN SCALE: APPROXIMATE SCALE OF 3/16" = 1'-0" MAY BE USED FOR ESTIMATING QUANTITIES OF MATERIALS AND FINISHES TO BE REMOVED/REPLACED. ALL DIMENSIONS TO BE V.I.F. 1. DENOTES EXTENT OF NEW STRUCTURAL ROOF DIAPHRAGM AND ROOF REPLACEMENT. GENERAL SCOPE OF WORK INCLUDES: - REMOVE EXISTING ASPHALT ROOF SHINGLES, PLYWOOD SHEATHING, FIBER BOARD AND ROOF DECK BOARDS - REMOVE EXISTING INSULATION AND PREFABRICATED VENT BAFFLES BETWEEN RAF ERS - EXISTING ROOF FRAMING, POLYETHYLENE SHEET AND FINISHED CEILING TO REMAIN. PROTECT FINISHED CEILING AND INTERIOR SPACE DURING CONSTRUCTION. — PROVIDE NEW BLOCKING AND CONNECTION HARDWARE AS REQUIRED FOR NEW STRUCTURAL ROOF DIAPHRAGM. - NOTCH THE TOPS OF THE EXISTING RAFTERS AS REQUIRED FOR EXISTING ELECTRICAL CONDUIT. SET EXISTING ELECTRICAL CONDUIT IN NOTCHES SUCH THAT IT DOES NOT INTERFERE WITH NEW PLYWOOD SHEATHING INSTALLATION. - PATCH AND SEAL EXISTING POLYETHYLENE SHEET TO CREATE A CONTINUOUS VAPOR BARRIER AND INSTALL NEW INSULATION — PROVIDE NEW STRUCTURAL PLYWOOD SHEATHING, BLOCKING, AND LIGHT GAUGE METAL STRAPPING FOR ROOF DIAPHRAGM — PROVIDE NEW FURRING, PLYWOOD, AND ASPHALT SHINGLE ROOF SEE ELEVATIONS, SECTIONS, AND TYPICAL DETAILS FOR FULL INFORMATION. 2. LG16 DENOTES SIMPSON CS16 LIGHT GAUGE STRAP, FILL ALL NAIL HOLES W/ 11 — 10d NAILS FOR 1'-0" FROM EACH END. INTERMEDIATE NAILS TO FILL EVERY FOURTH HOLE. SPLICE WHERE REQUIRED PER MANUFACTURER'S REQUIREMENTS. 3. LG18 DENOTES 10" WIDE, 18 GAUGE PLATE; SEE 2/S6 FOR FASTENING AND SPLICE REQUIREMENTS. 4. h�Y►`�d DENOTES EXTENT OF NEW STRUCTURAL SHEAR WALL AND BUILDING ENVELOPE UPGRADES; SEE FIRST FLOOR PLAN FOR GENERAL SCOPE OF WORK DESCRIPTION. 5. (E) / DENOTES SPAN OF EXISTING TRUE 2X6 CURRENTLY ROOF RAFTERS SISTERED W/ NOMINAL 2X6 (FOR CEILING FINISH ATTACHMENT) 0 +/— 2'-0" O.C. (V.I.F.) FASTEN NEW SISTERED RAFTER TO EACH EXISTING RAFTER, NOTCH AS REQUIRED FOR EXISTING CONDUIT; SEE DETAILS FOR ADDITIONAL INFORMATION. CVM 1002 West 9th Avenue, King of Prussia, PA 19406 610-989-3800 - www.cvmnext.com Seal: Key Notes: No. Date Revisions Project Name: CORNELL UNIVERSITY BIG RED BARN STRUCTURAL IMPROVEMENTS Drawing Set: 100% CONSTRUCTION DOCUMENTS Drawn: AJC Checked: DTD Approved: LRS Drawing Title: PLANS Job Number: E2013046A Date: 01.17.14 Scale: As Noted Drawing Number: S 1 SHEET 2 OF 16 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 2. Salvage of existing items to be reused or recycled. B. Related Requirements: 1. Section 011000 "Summary" for restrictions on the use of the premises, Owner-occupancy requirements, and phasing requirements. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner. C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.5 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-1 IMPROVEMENTS January 17, 2014 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. 1.6 INFORMATIONAL SUBMITTALS A. Proposed Protection Measures: Submit report, including drawings, that indicates the measures proposed for protecting individuals and property. Indicate proposed locations and construction of barriers. B. Schedule of Selective Demolition Activities: Indicate the following: I. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Coordinate with Owner's building manager for any on-site operations to occur during construction. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. 1.7 CLOSEOUT SUBMITTALS A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.8 FIELD CONDITIONS A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. B. Notify Design Professional of discrepancies between existing conditions and Drawings before proceeding with selective demolition. C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. D. Hazardous Materials: Hazardous materials are present in buildings and structures to be selectively demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present. BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-2 IMPROVEMENTS January 17, 2014 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 1. Hazardous material remediation is specified elsewhere in the Contract Documents. 2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents. 3. Owner will provide material safety data sheets for suspected hazardous materials that are known to be present in buildings and structures to be selectively demolished because of building operations or processes performed there. E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. PART 2 -PRODUCTS 2.1 PEFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI/ASSE A 10.6 and NFPA 241. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review record documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in record documents. C. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Design Professional. E. Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-3 IMPROVEMENTS January 17, 2014 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. 1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary." B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Owner will arrange to shut off indicated services/systems when requested by Contractor. 2. Arrange to shut off indicated utilities with utility companies. 3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material. c. Equipment to Be Removed: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimtun interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Comply with requirements for access and protection specified in Section 015000 "Temporary Facilities and Controls." B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-4 IMPROVEMENTS January 17, 2014 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls." C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1 .Proceed with selective demolition systematically, as shown in suggested plans, elevations, and details. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire- suppression devices during flame-cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural fr-aming members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect itemns from damage during transport and storage. BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-5 IMPROVEMENTS January 17, 2014 CORNELL SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION C. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Design Professional, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight. 1. Remove existing roof membrane, flashings, copings, and roof accessories. 2. Remove existing roofing system down to substrate. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 BIG RED BARN STRUCTURAL SELECTIVE DEMOLTION 0241 19-6 IMPROVEMENTS January 17, 2014