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HomeMy WebLinkAboutWLC Permit Set ALL DRAWINGS 01.12.2023S-1001STRUCTURAL NOTES NUMBER DATE REVISION 3ING20032LJLJ04/21/2020AS NOTEDIRISH VILLAGE EXTERIOR ROOF/FACADE RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 882 MAIN STREET, SOUTH YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL: FOR CONSTRUCTIONWOOD FRAMING NOTES1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%.2. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED WITH ACQPRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.3. ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING, DECKING, STAIRS, RAILS, BRACING, ETC. SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, ORAPPROVED EQUAL, TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.4. ALL CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED ORSTAINLESS STEEL.5. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZEDGRADING AGENCY AND SHALL BE KILN DRY.ALL WOOD WALL FRAMING (STUDS, SILLS, PLATES, BRIDGING, BLOCKING ETC. SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE.VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI, AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI; AND MINIMUMMODULUS OF ELASTICITY (E)=1,800,000 PSI. SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS.6. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESSOTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.7. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZEDGRADING AGENCY AND SHALL BE SURFACE DRY: ALL DIMENSIONAL LUMBER : -FLAME TECH, HIGH PERFORMANCE FIRE RETARDANT TREATED WOOD PRODUCTS, CLASS "A"NOTE: THE TREATMENT ADJUSTED FACTOR PER TESTING TO ASTM D-5664 AND CALCULATED FROM ASTM D-6841 SHALL APPLY8. EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE, GRADE NO. 2 OR BETTER AND PRESSURE TREATED.9. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2,600 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,900,000 PSI. INSTALL LVL'S IN STRICT ACCORDANCEWITH THE MANUFACTURER'S INSTRUCTIONS. REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS, IF NOTED AS "LVL (2.0E)", PROVIDE LVL WITHALLOWABLE BENDING STRESS (Fb) OF 3,100 PSI, AND MODULUS OF ELASTICITY (E) OF 2,000,000 PSI.10. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGNSPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC).11. ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER, BOISE CASCADE, LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL.12. WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMINGLUMBER TO ALLOW FOR SHRINKAGE.13. FOLLOW MANUFACTURERS' SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGHENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER.14. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED.15. LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS.16. STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS.17. UNLESS OTHERWISE NOTED, PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS (LOAD BEARING WALLS ONLY) AS FOLLOWS:INTERIOR WALLS - (2) 2X10EXTERIOR WALLS - (3) 2X1018. UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS, AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THEWIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT THE INTERIOR WALLS AND 6" AT THE EXTERIOR WALLS.19. USE 34" THICK TONGUE AND GROOVE "EXTERIOR GRADE" PLYWOOD FLOOR SHEATHING, 58" THICK "EXTERIOR GRADE" PLYWOOD ROOF SHEATHING, AND 12" "EXTERIORGRADE" PLYWOOD AT ALL WALLS, UNLESS OTHERWISE SHOWN ON PLANS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. ALL PLYWOODSHALL BE APA RATED AND CLEARLY STAMPED.20. PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION. EACH END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED ATTHE SUPPORT LOCATION. PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS, OR AS SHOWN ON DRAWINGS. BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C. SPACING.21. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES.22. ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOORSYSTEM. WOOD GLUE TO BE CONTECH, INC., PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.23. CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THEEXTERIOR WALLS.24. ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED. SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED.25. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS ANDLVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS.26. ALL NAILS, FASTENERS, AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED. ALL CONNECTORS AND FASTENERS WHICH ARE USED WITHPRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL.27. ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1, H-10, (OR DRAWING DESIGNATED) TIES, FULLY FASTENED WITH MANUFACTURER'SNAILS.28. PLYWOOD FLOOR, ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER. MIN. FASTENERS SHALL BE 8d COMMON SIZE, ANNULARRING NAILS WITH A MINIMUM 1-58" PENETRATION INTO EACH FRAME MEMBER (STUD, JOIST, RAFTER, BEAM ETC.). PANEL PERIMETER FASTENING SHALL BE 4" OR 6" ONCENTER STAGGERED (REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS), AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8" OR12" ON CENTER (OR AS OTHERWISE SHOWN ON DRAWINGS). JOINTS IN ALL SHEATHING SHALL BE STAGGERED, EACH DIRECTION.29. ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED ANDREQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST.30. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THEWRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS.GENERAL NOTES1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL , MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS , INCLUDING THE FOLLOWING GOVERNINGSTANDARDS:A. THE MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AND ALL OTHER AGENCIES HAVING JURISDICTION.B. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." (ACI 318-LATEST EDITION)C. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), LATEST EDITION.2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE.3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROMTHESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS.4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTEDENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE.5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWINGAND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.6. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FORMECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED. THE GENERAL CONTRACTOR SHALLVERIFY SIZE AND LOCATION OF ALL OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATEATTENTION FOR REVIEW.7. FOUNDATIONS, FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS:A. GRAVITY LOADS: - GROUND SNOW: pg=30 PSF , pf=25 PSF; B. WIND LOAD [=CONTROLLING LATERAL FORCE] (PER MASS. BUILDING CODE AND ASCE7-10): - WIND SPEED Vult.= 140 MPH; RISK CAT. II- EXPOSURE "C"8. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN.ANCHOR LOAD TESTING REQUIREMENTSREFER TO SECTION A/S-300 FOR TESTING REQUIREMENTS FOR WEDGE ANCHORS.THE GENERAL CONTRACTOR SHALL SUBMIT LOAD TESTING RESULTS FROM A AUTHORIZED TESTING AGENCY TO THEARCHITECT AND ENGINEER OF RECORD FOR REVIEW AND WRITTEN APPROVAL.1SIMPSON "H2.5A" HURRICANE CLIPS AT EACH RAFTER-TO-BEAM CONNECTION.FILL ALL HOLES W/ 10D COMMON WIRE NAILS, TYP.KEYNOTES:EXISTING PRE-STRESSED HOLLOW CORECONCRETE PLANKS6'-0" LOWER ROOFOVERFRAME W/ 2x10 @ 16" O.C.AND 2x12 RIDGE BOARD11'-014" (SEE ARCH.)10FT (SEE ARCH.)STANDARD FRAMING SYSTEMPER DETAILS SHOWN INA/S-300 OR A.1/S-300AS SELECTED BY GCSIMPSON "LRU28Z" FACE MOUNTHANGERS, NAIL W/ (6)-10d AT FACEAND (5)-10d AT RAFTER, ALL NAILSSHALL BE 10D COMMON WIRE(0.148" DIA. X 3" LONG) TYP.6"ASSUMED 2x6 @ 24" O.C.2x10 @ 24" O.C.2x12 LEDGER, CONNECT VIA. (2)-5" LONG LEDGERLOK SCREWS @16" O.C. TO CENTER OF 2x WALLSTUDS, TYP.2X6 WALL STUDS @ MATCHSPACING OF STANDARD FRAMINGSYSTEM ROOF SELECTED, FACE NAILW/ (6)-10d COMMON WIRE NAILSAND FULL LAP WITH FACE OF MAINROOF RAFTER, BEAR STUDS ONNEW SILL PLATE(S), TYP.12" THICK PLYWOOD WALLSHEATHING, NAIL W/ 8D COMMONWIRE RING NAILS (0.131" DIA.) AT4" O.C. AT PANEL PERIMETERS & INFIELD, TYP. BLOCK & NAIL ALLPANEL EDGES1'-0"SEE ARCH.MATCH STANDARDROOF FACIA ELEVATION58" THICK PLYWOOD ROOFSHEATHING, NAIL W/ 8DCOMMON WIRE RING NAILS(0.131" DIA.) AT 4" O.C. ATALL VERTICAL 2x6, BLOCKALL HORIZONTAL JOINTS W/SOLID 2x6, TYP.12SIMPSON "LUS26" FACE MOUNT HANGER. FILL ALL HOLES W/ 10D COMMONWIRE NAILS, TYP.22GIRDER BEAM, SEE PLAN.SEE ARCH. FOR FINALFINISH TRIM SIZE & STYLE2X6 LEDGER, CONNECT VIA. 5" LONGLEDGERLOK SCREWS @ 16" O.C. TO CENTER OFEXITING 2X WALL STUDS, TYP.N.T.S. (SCHEMATIC ONLY)TYPICAL ROOF TRUSS @ 24" O.C. AT OVERHANGB04/21/2020 S-2002TYP. COMPONENTS PLAN OF NEW ROOF FRAMING ADDITIONS NUMBER DATE REVISION 3ING20032LJLJ04/21/2020AS NOTEDIRISH VILLAGE EXTERIOR ROOF/FACADE RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 882 MAIN STREET, SOUTH YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL: FOR CONSTRUCTIONAS-300A.1S-300AS-300A.1S-300BS-1006'-0" 6'-0"(4)-2x12 GIRDER BEAM W/ CANTILEVERED END2x10 LOWER ROOF RAFTERS @ 24" O.C.5'-0" OVERHANG32'-4"NEW P.T. 6x6 POST(BELOW GIRDER)NEW P.T. 6x6 POST(BELOW GIRDER)NEW P.T. 6x6 POST(BELOW GIRDER)5'-0" OVERHANG2x12 RIDGE BOARD(2)-2x10 HIP BEAM (2)-2x10 HIP BEAMLOWER ROOF:2X LEDGER, SEE SECTION(3)-2x6 (3)-2x6 MAIN ROOF TRUSSFRAMING SYSTEM,REFER TO SECTIONS(4)-2x12 GIRDER BEAM W/ CANTILEVERED END123SIMPSON "HU28-2x" [SLOPE AND SKEW SELECTED BY GENERAL CONTRACTOR] FACEMOUNT HANGER, NAIL W/ (14)-10D AT FACE AND (6)-10D AT HIP BEAM, ALL NAILS SHALLBE 10D COMMON WIRE (0.148" DIA. X 3" LONG) TYP.KEY NOTES:SIMPSON "LRU28Z" FACE MOUNT HANGERS, NAIL W/ (6)-10D AT FACE AND (5)-10DAT RAFTER, ALL NAILS SHALL BE 10D COMMON WIRE (0.148" DIA. X 3" LONG) TYP.P.T. 6x6 POST BELOW, PROVIDE SIMPSON "ABU66Z" POST BASE WITH 58" DIA. ANCHORROD, DRILL AND EPOXY CONNECT TO CONC. PLANK AT 2ND FLOOR LEVEL WITH 6" MIN.EMBEDMENT DEPTH, TYP. CONNECT DROP GIRDER AT ROOF FRAMING ABOVE VIA.SIMPSON "CCQ76SDS2.5" COLUMN CAP, CONNECT W/ (16)-1/4"X 212" SDS SCREWS ATBEAM AND (14)-1/4"X 212" SDS SCREWS AT POST.NOTE (CENTER OF OVERFRAMED GABLE SYSTEM ONLY, WHERE NO CMU "WING WALL"IS EXISTING): PROVIDE P.T. 6X6 POST AT 1ST STORY LEVEL BELOW EXISTING CONC. PLANKBALCONY AT LOCATION DIRECTLY BELOW 2ND STORY POST, SECURE BOTH ENDS OF POSTTO EXISTING CONCRETE SLAB (BELOW) AND CONCRET PLANK (ABOVE) VIA. SIIMPSON"ABU66Z" POST BASES WITH 58" DIA. ANCHOR ROD, DRILL AND EPOXY W/ 6" MIN.EMBEDMENT DETPH, TYP.FRAMING HANGER, SEE KEYNOTE FOR DETAILS(NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) STL / 2x BUILT-UP / ENG. WOOD COLUMNS BELOWWALL BELOWLEGEND:ROOF FRAMING NOTES:1.ALL NEW ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGERJOINTS) SHALL BE 58" THK. APA RATED SHEATHING, NAILED W/ 8d ANNULAR RING NAILS (DIA. =0.131") @ 4" O.C. AT BOTHPANEL EDGES AND IN FIELD.2.ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. =0.131" DIA.) @ 3" O.C., TYP. (INTO FULLDEPTH 2x SOLID BLOCKING OR RAKE JOIST).3.CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) W/ SIMPSON"H2.5A" HURRICANE TIES, OR AS SHOWN OTHERWISE IN SECTIONS, TYP.2TYP.333112x10 GABLE ROOF RAFTERS @ 16" O.C.2x10 GABLE ROOF RAFTERS @ 16" O.C.4SIMPSON "HU26-3" FACE MOUNT HANGERS, NAIL W/ (12)-10D AT FACE AND (6)-10DAT BEAM, ALL NAILS SHALL BE 10D COMMON WIRE (0.148" DIA. X 3" LONG) TYP.FASTEN TO EXISTING 2x WOOD WALL PLATE OR FULL DEPTH SOLID BLOCKINGWITHIN 2x STUD FRAMED WALL, TYP.4444OVERFRAMED AREAS W/ 2X10 @ 16" O.C., CONNECT 2x10 ON FLAT ATOP PLYWOOD ROOFSHEATHING VIA. (2)-4" LONG TIMBERLOK SCREWS TO EACH INTERSECTING MAIN ROOF RAFTERBELOW. CONNECT EACH OVER-FRAMED RAFTER END VIA. 6" LONG TIMBERLOK SCREW TO 2x10 ONFLAT. CENTER SCREWS ON WIDTH OF RAFTER & INSTALL SCREW WHERE MIN. 3" REMAINING RAFTERDEPTH ARE PROVIDED; MUST FULLY EMBED INTO 2x ON FLAT! SHEATH OVERFRAMED ROOF AREASTHE SAME AS TYPICAL ROOF SHEATHING, SEE ROOF FRAMING NOTES.5CONNECT ALL RAFTERS TO HIP BEAM VIA. SIMPSON "LS70" CLIPS, FILL ALL HOLES W/10d COMMON WIRE NAILS, TYP.5TYP.5TYP.OVERFRAMED DORMER, SEE LEGEND FORDETAILSADD 2X SOLID BLOCKING @ 16" O.C. ATBAYS SUPPORTING THE OVERFRAMEDCHEEK WALLS, TYP.2x 1 0 R O O F R A F T E R S @ 1 6 " O . C . W/ 2 X 8 T I E S J O I S T S @ 1 6 " O . C . , FA C E N A I L A T E A V E L A P S W / ( 6 ) - 1 0 d , T Y P . 2x12 RIDGE BOARD MAIN ROOF TRUSS FRAMING SYSTEM,REFER TO SECTIONS2x6 FRAME WALL WITH STUDS AT 16"O.C., PROVIDE DBL WALL TOP ANDBOTTOM PLATES, TYP.ANCHOR DBL 2x WALL BOTTOMPLATES VIA.58" DIA. DRILL & EPOXYANCHORS @ 24" O.C. (6" EDGEDISTANCE, TYP.) TO EXISTING CMUBLOCK WALL BELOW CONC. PLANKROOF SYSTEM, TYP.PROVIDE SIMPSON "H2.5A"HURRICANE CLIPS AT EACH ROOFRAFTER TO WALL CONNECTION, TYP.ALL EXTERIOR FRAME WALLS (INCLUDING OVERFRAMED DORMER AND COUPOLA SYSTEMS) SHALL BECONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., TYP.):SHEAR WALL TYPE "A": SHEATH WALL WITH 1532" THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8dANNULAR COMMON RING NAILS (NAIL DIA.=0.131") @ 4" O.C. AT ALL PANEL EDGES, AND 8" O.C. IN FIELD,PROVIDE BLOCKING AT ALL PANEL EDGES, OR USE FULL HEIGHT SHEATHING PANELS.GENERAL SHEAR WALL NOTES(WITH THE EXCEPTION OF THE MAIN NEW ROOF FRAMING SYSTEM SHOWN IN "A/S-300" SECTION- REFER TO SECTION FOR SHEATHING AND NAILING REQUIREMENTS):OVERFRAMEDDORMER, SEELEGEND FOR DETAILSADD 2x SOLIDBLOCKING @ 16"O.C. AT BAYSSUPPORTING THEOVERFRAMED CHEEKWALLS, TYP.OVERFRAMEDDORMER, SEELEGEND FOR DETAILSADD 2x SOLIDBLOCKING @ 16"O.C. AT BAYSSUPPORTING THEOVERFRAMED CHEEKWALLS, TYP.OVERFRAME COUPOLA TOWER WITHSTANDARD OVERFRAME MEMBERS, REFER TOLEGEND & TYPICAL WALL SHEATHING NOTES.PROVIDE 6x6 POSTS AT EACH CORNER OFCOUPOLA TOWER CONTINUOUS DOWN TOEXISTING CONC. PLANK FLAT ROOF, CONNECTEACH POST TO EXISTING CONC. PLANK ROOFSLAB VIA. SIMPSON "ABU66Z" BASE W/ 58"DIA. ANCHOR ROD, DRILL AND EPOXY W/ 6"MIN. EMBEDMENT DETPH, TYP.Scale: 1/4"=1'-0"TYPICAL ROOF FRAMING ADDITION COMPONENTS (SEE ARCH. FOR FULL ROOF PLAN)04/21/2020 S-3003MAIN ROOF - OVERFRAMING OPTIONS "A" AND "A.1" NUMBER DATE REVISION 3ING20032LJLJ04/21/2020AS NOTEDIRISH VILLAGE EXTERIOR ROOF/FACADE RENOVATIONDESIGNED BY:DRAWN BY:PROJECT #:DATE:SCALE:PAGE OF© inghouse 2020 SHEET TITLE: PROJECT TITLE: PROJECT LOCATION: 882 MAIN STREET, SOUTH YARMOUTH, MA ing housestructural design& ingenuityinghouse, PCP.O. Box 182MASHPEE, MA 02649phone: 508-221-2980web: www.inghouse.netSEAL: FOR CONSTRUCTION1112221233311CONTINUOUS 2x8 BOTT. CHORDSCONTINUOUS 2X6CONTINUOUS 2X6CONTINUOUS 2X6CONTINUOUS 2X8 RAFTERS(8)-10d COMMON NAILS(0.148"x3" LONG)(6)-10d COMMON NAILS(0.148"x3" LONG)(6)-10d COMMON NAILS(0.148"x3" LONG)(8)-10d COMMON NAILS(0.148"x3" LONG)(8)-10dCOMMON NAILS(0.148"x3" LONG)(8)-10d COMMON NAILS(0.148"x5.5" LONG)ADD 2x SOLID SHIM BETWEENRAFTER AND BOTTOM CHORD(6)-10d COMMON NAILS(0.148"x3" LONG)SIMPSON "DTT1Z" HOLDDOWNS AT 24" O.C.,CONNECT VIA. (6)-SD #9 X112" SCREWS DIRECTLY TO2x8 RAFTER SIDE, THRUBOLT ANCHOR W/ 38" DIA.PROVIDE 112" DIA.HARDENED WASHER ANDNUT ON DBL WALL TOPPLATE SIDE, LIGHT GAGECHANNEL, OR UNDERSIDEOF CONC. PLANK, ASEXISTING, TYP.SIMPSON "DTT1Z" HOLD DOWN @ 24" O.C., ANCHOR W/ 38" DIA. CONNECT VIA.(6)-SD #9 X 112" SCREWS DIRECTLY TO 2X6 VERTICAL STUD SIDE.USE SIMPSON'S STAINLESS STEEL 38" DIA. "STRONG-BOLT-2" WEDGE ANCHOR WITH2.5" MIN. EMBEDMENT DEPTH INTO SOLID CONCRETE SECTION OF HOLLOW CORECONCRETE PLANKS, PROVIDE A MIN. OF 6" EDGE DISTANCE TO PLANK EDGES.TESTING REQUIREMENT: GENERAL CONTRACTOR SHALL DEMONSTRATE VIA. LOADTESTING AT 10% OF INSTALLED ANCHORS THAT A SAFE ALLOWABLE WORKING LOADOF 600LB IN PULLOUT TENSION IS ACHIEVED AT THE ANCHOR LOCATIONS INEXISTING CONCRETE PLANKS, TYP.P.T. 2x6 X CONT.P.T. 2x10X CONT.P.T. 2x6 X CONT.P.T. 2x6 X CONT.2X4 LATERAL BRACE MEMBER, CONNECT TO EACH CROSSING ROOF TRUSSMEMBER W/ (2)-4" LONG TIMBERLOK SCREWS, TYP. LAP MEMBERS ACCROSS (2)FRAMES, TYP.SIMPSON "A35" CLIP, FILL ALL HOLES W/ 10d (0.148" DIA. X 1.5" LONG) NAILS.P.T. 2X6 (OR P.T.2x10 AT CENTER) x CONTINOUS MEMBER ON FLAT,CONNECT DIRECTLY TO EXISTING CONCRETE HOLLOW CORE PLANKS W/RESISTANT 14" DIA. STAINLESS STEEL TAPCON SCREWS W/ 114" EMBEDMENTDEPTH @ 12" O.C., STAGGERED W/ 2" EDGE DISTANCE ON 2X ON FLAT58" THICK PLYWOOD WALLSHEATHING, NAIL W/ 8DCOMMON WIRE RING NAILS(0.131" DIA.) AT 4" O.C. ATALL VERTICAL 2x6, BLOCKALL HORIZONTAL JOINTS W/SOLID 2x6, TYP.58" THICK PLYWOOD ROOFSHEATHING, NAIL W/ 8DCOMMON WIRE RING NAILS(0.131" DIA.) AT 4" O.C. ATALL VERTICAL 2x6, BLOCKALL HORIZONTAL JOINTS W/SOLID 2x6, TYP.KEYNOTES:EXISTING PRE-STRESSEDHOLLOW CORE CONCRETEPLANKS6"ASSUMED ROOFING SYSTEM, SEEARCH.CONTINUOUS 2X6 @ 16" O.C.2X8 @ 16" O.C. TYP. RAFTERSSIMPSON "HDU11" HOLDDOWN, ANCHOR W/ 1" DIA.ANCHOR ROD W/ 36"EMBEDMENT DEPTH INTOCMU BLOCK FOUNDATIONWALL, IN FULLY GROUTEDCELL, TYP.P.T. 2X6 x CONTINOUS MEMBER ON FLAT,CONNECT DIRECTLY TO EXISTING CONCRETEHOLLOW CORE PLANKS W/RESISTANT 14" DIA. STAINLESS STEEL TAPCONSCREWS W/ 114" EMBEDMENT DEPTH @ 8" O.C.,STAGGERED W/ 2" EDGE DISTANCE ON 2X ONFLAT;CONNECT EACH STUD AT TOP AND BOTTOMENDS W/ SIMPSON "A35" CLIP, FULLY NAILEDSIMPSON "H2.5A"HURRICANE CLIPS @ 16"O.C., TYP., FILL ALL HOLESW/ 10d NAILS, TYP.12" THICK PLYWOOD WALLSHEATHING, NAIL W/ 8DCOMMON WIRE RING NAILS(0.131" DIA.) AT 4" O.C. ATALL VERTICAL 2x6, BLOCKALL HORIZONTAL JOINTS W/SOLID 2x6, TYP.58" THICK PLYWOOD ROOFSHEATHING, NAIL W/ 8DCOMMON WIRE RING NAILS(0.131" DIA.) AT 4" O.C. ATALL VERTICAL 2x6, BLOCKALL HORIZONTAL JOINTS W/SOLID 2x6, TYP.EXISTING PRE-STRESSEDHOLLOW CORE CONCRETEPLANKS6" ASSUMED ROOFING SYSTEM, SEEARCH.11'-014" (SEE ARCH.)(3)-134" x 18" LVL(2.0E), SPANNING30FT, SUPPORTED ATOP 514" SQUAREVERSA-LAM 1.8 (2750) POSTS W/SIMPSON "CCQ66" POST CAPCONNECTOR;POST LOCATIONS ARE ALIGNED WITHEXISTING INTERIOR CMU BEARINGWALLS AT 30FT O.C., TYP.SIMPSON "LRU28Z" FACEMOUNT HANGERS, NAIL W/(6)-10d AT FACE AND (5)-10dAT RAFTER, ALL NAILS SHALLBE 10D COMMON WIRE(0.148" DIA. X 3" LONG) TYP.3'-0" MIN. EMBED DEPTH IN SOLID GROUTED CELL OF EXIST. CMU WALLS EVERY 30FT O.C. ±2X4 LATERAL BRACE MEMBER, CONNECT TO EACH CROSSING ROOF TRUSSMEMBER W/ (2)-4" LONG TIMBERLOK SCREWS, TYP. LAP MEMBERS ACCROSS (2)FRAMES, TYP.KEYNOTES:P.T. (2)-2X8 X CONTINOUS MEMBER ON FLAT,CONNECT DIRECTLY TO EXISTING CONCRETEHOLLOW CORE PLANKS W/(2)- ROWS OF 14" DIA. STAINLESS STEEL TAPCONSCREWS W/ 114" EMBEDMENT DEPTH @ 8" O.C.,W/ 2" EDGE DISTANCE ON 2X ON FLAT;CONNECT EACH STUD W/ SIMPSON "A35" CLIP,FULLY NAILED11'-014" (SEE ARCH.)10FT (SEE ARCH.)2x6 TOP WALL PLATE, NAIL TO LVL W/16D SINKERS AT 6" O.C.,TYP.CONNECT EACH WALL STUD W/SIMPSON "A35" CLIP, FULLY NAILED TOWALL PLATE, TYP.10FT (SEE ARCH.)46.2°1CONTINUOUS BEVELLED MEMBER,CONNECT VIA.14" DIA. TIMBERLOKSCREWS @ 8" O.C., SELECT FASTENERLENGTH TO PROVIDE FULLEMBEDMENT OF THREADED 2" ENDLENGTH, TYP.SEE ARCH. SEE ARCH.N.T.S. (SCHEMATIC ONLY)TYPICAL ROOF TRUSS @ 24" O.C. AN.T.S. (SCHEMATIC ONLY)ALTERNATIVE OPTION: STICK FRAMED SYSTEMA.104/21/2020 BASEMENT SPRINKLER PLANSCALE: 1/16" = 1'-0"Existing 6" DI Underground FireProtection Service (See Site Plan)To Be Flushed Per NFPA 24 PriorTo Installation of New SprinklerSystem Risers432EXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS IS5678YROUTE 28 - MAIN STREETNew FS TapPROPOSED GATE VALVEWITH CURB BOXSITE PLANDenotes Hydraulic Reference Node#SCALE: 1"=20'1MAGNETIC2Y FRANK BAKER ROAD (PRIVATE)Hydrant Flow Test InformationStatic 72 psi @ Residual Hyd.Residual 66 psi @ Residual Hyd.Flow 1,277 gpm @ Flow Hyd.Flow @ 20 psi: 4,098 gpmDate 11/8/2022Time 10:00 AMLocation: 882 Main Street (See Site Plan)Test Coducted By:Balldon Fire Protection &Yarmouth Water DepartmentExisting 8" Underground DI Water MainExisting Hydrants (Flow TestConducted At These Hydrants)Existing 6" FireServiceExisting 6" Underground DI Water MainExisting 8" Underground DI Water Main546WET & DRY PIPE SYSTEM RISER DETAIL SCALE: 1/2" = 1'-0"Existing 6" DoubleCheck Valve BackflowPreventerExisting 6" Riser CheckValve With Standard TrimExist 6" BFV WithTS4" BFVWith TSExisting 6" WaterFlow SwitchExisting 4" DryPipe Valve WithTrimExisting AirCompressorExisting 4" Dry PipeSystem Supply ToFront Attic2" MainDrainExist 2" MainDrainExisting 6" DIUnderground FireProtection ServiceEntrancePotter PS-40With BVLTest Valve36"4"6"24"Existing 6" System SupplyMain To Front of Building12New 6" RiserCheck ValveWith StandardTrimNew 6" WaterFlow SwitchNew 6" Wet Pipe SprinklerSupply To 1st and 2nd FloorEast & West Residential Wings2" MainDrain76"6"6" BFVWith TS4" Out To 4" STORZFDC (Locate at FrontOf Building Coordinatewith Fire Dept)4" CheckValveWith12"Ball Drip4" BFVWith TS4" Dry Pipe ValveWith Trim1 HP SinglePhase 110VRiser Mount AirCompressor4" Dry Pipe SystemSupply To WestWing Roof2" MainDrain1615146"6" Supply To WestWing Sprinkler Riserat 2nd FloorDRY PIPE SYSTEM RISER DETAIL (West Wing Roof) SCALE: 1/2" = 1'-0"4" BFVWith TS4" Dry Pipe ValveWith Trim1 HP SinglePhase 110VRiser Mount AirCompressor4" Dry Pipe SystemSupply To East WingRoof2" MainDrain1615146"6" Supply To EastWing Sprinkler Riserat 2nd FloorDRY PIPE SYSTEM RISER DETAIL (East Wing Roof) SCALE: 1/2" = 1'-0"GENERAL NOTESEXISTING RESIDENTIAL UNITS - NEW FIRE PROTECTION SYSTEMS DESIGNED AND INSTALLED IN ACCORDANCE WITH THEREQUIREMENTS OF NFPA 13 2013 EDITION AND THE INTERNATIONAL BUILDING CODE IBC 2015, IFC 2015 WITHAMENDMENTS IN CMR 780 MASSACHUSETTS STATE BUILDING CODE (NINTH EDITION)OCCUPANCY- RESIDENTIAL DWELLING UNITSUSE GROUP - USE 'R-2" (RESIDENTIALALL MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION USE. DESIGN AND INSTALLATION SHALL CONFORM TO THEREQUIREMENTS OF NFPA-13, 2013 EDTION AND 780 CMR 9TH EDITION.WET PIPE SYSTEM - EAST & WEST WINGS (FIRST & SECOND FLOORS)DESIGN PER NFPA 13 RESIDENTIAL DESIGN HYDRAULICALLY CALCULATED TO PROVIDE A DESIGN OF A MINIMUMDISCHARGE OF 22.5 GPM (.10 GPM PER SQUARE FOOT MAXIMUM SPACING 15'x15') FROM EACH OF THE HYDRAULICALLYMOST REMOTE 4 SPRINKLERS WITHIN A DWELLING UNIT PLUS 100 GPM FOR HOSE STREAM ALLOWANCE.DRY PIPE SPRINKLER SYSTEMS - EAST & WEST WINGS (NEW SLOPED ROOFS)DESIGN PER NFPA 13 LIGHT HAZARD GROUP I HYDRAULICALLY CALCULATED TO PROVIDE A DESIGN DENSITY/AREA OF 0.10GPM PER SQUARE FOOT OVER THE MOST REMOTE 2535 SQUARE FEET PLUS 100 GPM FOR HOSE STREAM ALLOWANCEGROUND FLOORSPRINKLERS WILL BE PROVIDED IN ALL AREAS AS REQUIRED INCLUDING THE FOLLOWING BUT NOT LIMITED TO:BASEMENT, FIRST FLOOR, SECOND FLOOR, BALCONIES & ALL COMBUSTIBLE SPACES AS NOTED ON DRAWINGFIRE STOPPING SHALL BE PROVIDED AT ALL RATED WALLS AND FLOORS.ALL HANGERS SHALL BE PER THE REQUIREMENTS OF NFPA-13ALL DRY SYSTEM PIPING TO BE PITCHED TO DRAIN TO THE 2" MAIN DRAIN AT THE SYSTEM RISER IN BASEMENT (MAINS 14"PER 10-FT, BRANCHLINES 12" PER 10-FT)OWNER TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40°F MINIMUM WHERE ALL WET SYSTEM PIPING IS INSTALLEDINCLUDING BASEMENT AT WET & DRY SYSTEM RISERSALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS WITHOUT PRESSURE LOSS.ALL SPRINKLER ALARM, SUPERVISORY DEVICES AND EQUIPMENT SHALL BE TESTED PER THE REQUIREMENTS OF NFPA-13.2 1/2" Butterfly Valve w/ Tamper Switch 2" Drain RiserSprinkler Riser Detail (Typical East & West Wing)NTS2 1/2" to system2 1/2" Water Flow Switch 6" Sprinkler RiserWater gage2 1/2" Grooved Check ValveWater gage300 psi Union1-1/4" Test & Drain2" Drain Riser To Discharge To BuidingExterior At Finish Grade200105CADD FILE NO. PROJECT NO.DRAWNDATESCALEREVISION DESCRIPTIONDATENO.SHEET NUMBERPROJECT NAMEWISE INDEPENDENT LIVING AS NOTEDFP-1BASEMENT SPRINKLER PLAN &DETAILSSJN CET 0795211/5/2022882 MAIN STREETSOUTH YARMOUTH, MAPLAN NAMEERT Architects, Inc.299 White's PathSouth Yarmouth, MA 02664Balldon Fire Protection, Inc.4 Pearl StreetDedham, MA 02026Tel 781-329-3341Email balldonfp@verizon.netLicense # SC006317NR PhillipsDigitally signed by NR Phillips Date: 2023.01.09 15:27:47 -05'00' FIRST FLOOR SPRINKLER PLAN (EAST & WEST WING)SCALE: 1/16" = 1'-0"New 6" Supply Main To NewResidential West WingSprinkler RiserEXISTING NFPA 13 FIRE PROTECTIONSPRINKLER SYSTEM TO REMAIN AS ISEXISTING NFPA 13 FIRE PROTECTIONSPRINKLER SYSTEM TO REMAIN AS ISEXISTING NFPA 13 FIRE PROTECTIONSPRINKLER SYSTEM TO REMAIN AS ISEXISTING NFPA 13 FIRE PROTECTIONSPRINKLER SYSTEM TO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING NFPA 13 FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS IS1091112155 Deg F118155 Deg F264TYCO MODEL TFP412 WHITERECESSED RESIDENTIALHORIZONTAL SIDEWALL QR155°F 1/2" NPT K4.4TYCO MODEL LFII WHITE FLATFLAT CONCEALED PENDENT155°F 1/2" NPT K4.9155 Deg F125TYCO MODEL DS-1 DRY CHROMERECESSED HORIZONTALSIDEWALL QR 155°F 1/2" NPT K5.6(BALCONIES)Dry HSW155 Deg F96TYCO MODEL TYFRB WHITERECESSED PENDENT 155°F1/2" NPT K5.6)OCCUPANCYResidential R-2200105CADD FILE NO. PROJECT NO.DRAWNDATESCALEREVISION DESCRIPTIONDATENO.SHEET NUMBERPROJECT NAMEWISE INDEPENDENT LIVING AS NOTEDFP-2FIRST FLOOR SPRINKLER PLANSJN CET 0795211/5/2022882 MAIN STREETSOUTH YARMOUTH, MAPLAN NAMEBalldon Fire Protection, Inc.4 Pearl StreetDedham, MA 02026Tel 781-329-3341Email balldonfp@verizon.netLicense # SC006317ERT Architects, Inc.299 White's PathSouth Yarmouth, MA 02664NR PhillipsDigitally signed by NR Phillips Date: 2023.01.09 15:31:24 -05'00' SECOND FLOOR SPRINKLER PLAN (EAST WING)SCALE: 1/16" = 1'-0"OCCUPANCYResidential R-2Dry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSWDry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSWDry HSW Dry HSW Dry HSW Dry HSW Dry HSW Dry HSWDry HSW Dry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSW Dry HSW Dry HSW Dry HSWDry HSW Dry HSW Dry HSW Dry HSWDry HSW Dry HSW Dry HSWDry HSW Dry HSW Dry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWDry HSWSECOND FLOOR SPRINKLER PLAN (WEST WING)SCALE: 1/16" = 1'-0"OCCUPANCYResidential R-2155 Deg F57155 Deg F128TYCO MODEL TFP412 WHITERECESSED RESIDENTIALHORIZONTAL SIDEWALL QR155°F 1/2" NPT K4.4TYCO MODEL LFII WHITE FLATFLAT CONCEALED PENDENT155°F 1/2" NPT K4.9155 Deg F60TYCO MODEL DS-1 DRY CHROMERECESSED HORIZONTALSIDEWALL QR 155°F 1/2" NPT K5.6(BALCONIES)SECOND FLOOR (DWELLING UNIT)-HYDRAULICALLY MOST REMOTE 4 SPRINKLERS(MAX. SPACING 15'x15')- (.10 GPM/SF + 100 GPM)SYSTEM DEMAND AT BASE OF RISER 92.31 GPMAT 57.12 PSIDry HSW4" Dry Valve(West Wing RoofLevel Riser)4" Dry Valve (EastWing Roof LevelRiser)131415167677787984858687808182832"6" Sprinkler Riser& 2 1/2" FloorControl Assembly(East WingDwelling Units)6"4"6" Sprinkler Riser& 2 1/2" FloorControl Assembly(East WingDwelling Units)2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2 1/2"2 1/2"155 Deg F48TYCO MODEL TYFRB WHITERECESSED PENDENT 155°F1/2" NPT K5.6)155 Deg F61155 Deg F136TYCO MODEL TFP412 WHITERECESSED RESIDENTIALHORIZONTAL SIDEWALL QR155°F 1/2" NPT K4.4TYCO MODEL LFII WHITE FLATFLAT CONCEALED PENDENT155°F 1/2" NPT K4.9155 Deg F65TYCO MODEL DS-1 DRY CHROMERECESSED HORIZONTALSIDEWALL QR 155°F 1/2" NPT K5.6(BALCONIES)Dry HSW155 Deg F48TYCO MODEL TYFRB WHITERECESSED PENDENT 155°F1/2" NPT K5.6)2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"2 1/2"2 1/2"2 1/2"2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"200105CADD FILE NO. PROJECT NO.DRAWNDATESCALEREVISION DESCRIPTIONDATENO.SHEET NUMBERPROJECT NAMEWISE INDEPENDENT LIVING AS NOTEDFP-3SECOND FLOOR SPRINKLER PLANSJN CET 0795211/5/2022882 MAIN STREETSOUTH YARMOUTH, MAPLAN NAMEBalldon Fire Protection, Inc.4 Pearl StreetDedham, MA 02026Tel 781-329-3341Email balldonfp@verizon.netLicense # SC006317ERT Architects, Inc.299 White's PathSouth Yarmouth, MA 02664Phone 781-326-5400www.mckayarchitects.netNR PhillipsDigitally signed by NR Phillips Date: 2023.01.09 15:39:54 -05'00' ROOF SPRINKLER PLAN (East and West Wing)SCALE: 1/8" = 1'-0"155 Deg F111ROOF LEVEL DRY SYSTEM -HYDRAULICALLY MOST REMOTE 1950 SQUAREFEET- (.10 gpm per sf/2535 sf + 100 GPM) SYSTEMDEMAND AT BASE OF RISER 614.12 GPM AT59.38 PSICONNECT TO EXISTING DRY SYSTEM PIPING -INSTALL NEW 212F BRASS UPRIGHTSPRINKLERS IN NEW DORMERS1" Down To Inspector's TestConnection At Second FloorStorage Room17192021272936184041424344454647484950515253545556574" Dry4" 4"4" 4"1 1/2"4" 4" 4" 4" 4"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"4" 4"4" 4"4" 4" 4" 4" 4"1" Down To Inspector's TestConnection At Second FloorStorage RoomTYCO MODEL TY-B QUICKRESPONSE BRASS UPRIGHT200°F 1/2" NPT K5.6EXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISEXISTING DRY FIREPROTECTIONSPRINKLER SYSTEMTO REMAIN AS ISNew Dry Fire ProtectionSystem In New SlopedRoof Combustible SpaceNew Dry Fire ProtectionSystem In New SlopedRoof Combustible Space200105CADD FILE NO. PROJECT NO.DRAWNDATESCALEREVISION DESCRIPTIONDATENO.SHEET NUMBERPROJECT NAMEWISE INDEPENDENT LIVING AS NOTEDFP-4ROOF SPRINKLER PLAN(West and East Resident Wings)SJN CET 0795211/5/2022882 MAIN STREETSOUTH YARMOUTH, MAPLAN NAMEBalldon Fire Protection, Inc.4 Pearl StreetDedham, MA 02026Tel 781-329-3341Email balldonfp@verizon.netLicense # SC006317ERT Architects, Inc.299 White's PathSouth Yarmouth, MA 02664NR PhillipsDigitally signed by NR Phillips Date: 2023.01.09 14:51:40 -05'00'