HomeMy WebLinkAboutCOA 85 Oakmont Rd16'‐1"14'‐0"16'‐1"12'‐0"13 131UPUPDN
48'‐0"6'‐0"5'‐0"50'‐0"18'‐0"32'‐0"56'‐2"30'‐2"26'‐0"20'‐0"34'‐0"25'‐0"59'‐0"2,159 SQ. FTLIVING ROOMKITCHENDININGLAUNDRYPANTRYMUDROOMMASTER BEDROOMBEDROOM #2ENTRYGARAGEBATHM. BATH3'‐7"4'‐0"4'‐0"3'‐0"4'‐0"4'‐0"4'‐0"14'‐1"4'‐8" 8'‐0" 10'‐4" 7'‐2"8'‐0"7'‐3"10'‐0"4'‐6"10'‐3"8'‐0"5'‐0"5'‐0"13'‐0"11'‐0"4'‐8" 7'‐4" 8'‐5"2'‐8"GAS FIREPLACE MAKE &MODEL BY OWNERTBDTBD9'‐91/4"9'‐91/4"2'‐8"10'‐6"11'‐10"5'‐0"3'‐11/2"1'‐10"2'‐8" 6'‐0" 6'‐10"5'‐3"3'‐4" 4'‐6"3'‐51/8"4'‐1"4'‐7"6'‐9"3'‐0"12'‐03/8"3'‐6"3'‐43/4"3'‐43/4"11'‐01/2"6'‐0"2'‐7"8'‐111/2"6'‐10"9'‐8"5'‐0"4'‐41/2"5'‐0"2'‐10"5'‐7"8'‐11/2"1'‐81/2"7'‐3"3'‐11/4"6'‐2"7'‐4"CDKABBNGGBBBBAAAAAA2396108466796756311614LAP TOP PLATES 4 FEETW/ (14) 16DLAP TOP PLATES 2 FEETW/ (8) 16DLAP TOP PLATES 4 FEETW/ (10) 16DLAP TOP PLATES 4 FEETW/ (12) 16DLAP TOP PLATES 6 FEETW/ (20) 16D(3) 2 x 8 HEADERWITH 3K/1JOPENING LESS THAN 4FEET = (3) 2 x 6 HEADERWITH 1K/1JLAP TOP PLATES 4 FEETW/ (8) 16D51/2"13'‐0"SHEAR WALLSHEAR WALLSHEAR WALL5_8" FIRE‐CODE DRYWALL INSTALLEDON CEILING & COMMON FRAMEDWALLS IN GARAGE, PER INT. CODER302.6#AW #NOTESABTW2652TW26410QTY79WINDOW SCHEDULE#NOM. SIZE NOTES12343'0" x 6'8"QTY21L.H.INSL R.H. H.G.DOOR SCHEDULE11INSL STL L.H.9' x 7' OVERHEADCTW264614DTW263102ETW26361FCTN30‐21GAR412HAR312JAR2511KC2351MJELD‐WEN V‐4500 35.5 x 11.55FIXED WINDOWFIXED WINDOW567891011121351021122CARRIAGE STYLE2'8" x 6'8"3'0" x 6'8"4'0" x 6'8"2'6" x 6'8"2'0" x 6'8"2'0" x 6'8"2'8" x 6'8"2'8" x 6'8"2'8" x 6'8"2'8" x 6'8"2'6" x 6'8"22L.H.R.H.R.H.R.H.H.G. w/ 1068 SLINSL L.H. F.G.SLIDING CLO.POCKETPOCKET14 15'0" x 6'8" EXT. SLIDERNTW2031011S-61S-61S-51S-52S-53S-54S-57/16" PLY.6S-5ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCEFIRST FLOORA-1JOB # / 2022 - 981/4" = 1'-0"1FIRST FLOOR PLANDESIGN BY:Combination Design156 Old Main Str.South Yarmouth, MA 02664
DNDN 28'‐0"13'‐6"15'‐1"15'‐1"13'‐6"16'‐1"1,572 SQ. FTBATH #3BEDROOM #5BEDROOM #4BEDROOM #3BATH #2OPEN TO BELOW15'‐2"ATTICACCESS4'‐0"4'‐0"56'‐2"4'‐01/2"3'‐6"5'‐11"7'‐0"3'‐43/4"3'‐43/4"6'‐3"4'‐111/2"3'‐4"3'‐4"3'‐0"10'‐01/2"5'‐0"4'‐41/2"5'‐0"8'‐11/4"17'‐101/2"8'‐1"4'‐1"1'‐7"1'‐7"2'‐8"5'‐0"5'‐0"3'‐0"3'‐51/2"7'‐8"12'‐4"8'‐0"11'‐0"8'‐0"4'‐8" 8'‐0" 8'‐4" 7'‐8" 9'‐6" 10'‐0" 8'‐0"21'‐103/4"DJCCCEBHHCCC C CBBFABOVE6766768101171216'‐1"℄RIDGEGARAGESHEAR WALLSHEAR WALLBEARING WALL4'‐13/4"#AW #NOTESABTW2652TW26410QTY79WINDOW SCHEDULE#NOM. SIZE NOTES12343'0" x 6'8"QTY21L.H.INSL R.H. H.G.DOOR SCHEDULE11INSL STL L.H.9' x 7' OVERHEADCTW264614DTW263102ETW26361FCTN30‐21GAR412HAR312JAR2511KC2351MJELD‐WEN V‐4500 35.5 x 11.55FIXED WINDOWFIXED WINDOW567891011121351021122CARRIAGE STYLE2'8" x 6'8"3'0" x 6'8"4'0" x 6'8"2'6" x 6'8"2'0" x 6'8"2'0" x 6'8"2'8" x 6'8"2'8" x 6'8"2'8" x 6'8"2'8" x 6'8"2'6" x 6'8"22L.H.R.H.R.H.R.H.H.G. w/ 1068 SLINSL L.H. F.G.SLIDING CLO.POCKETPOCKET14 15'0" x 6'8" EXT. SLIDERNTW2031011S-61S-61S-51S-52S-57/16" PLY.4S-53S-56S-5ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCESECONDFLOORA-2JOB # / 2022 - 981/4" = 1'-0"1SECOND FLOOR PLANDESIGN BY:Combination Design156 Old Main Str.South Yarmouth, MA 02664
12612107'‐10" HEADER HEIGHT2'‐0"125121012101259' - 11 3/8"32' - 5"2' - 0 1/4"ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCEEXTERIORELEVATIONSA-3JOB # / 2022 - 981/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2LEFT ELEVATION1/4" = 1'-0"3REAR ELEVATION1/4" = 1'-0"4RIGHT ELEVATIONDESIGN BY:Combination Design156 Old Main Str.South Yarmouth, MA 02664
50'‐0"18'‐0"32'‐0"5'‐0"59'‐0"25'‐0"56'‐2"30'‐2"26'‐0"2'‐81/2"9'‐61/2"9'‐61/2"1'‐6"48'‐0"6'‐0"MMMMM5'‐10"6'‐9"6'‐9"(2) #4 REBAR LAPPEDAROUND WINDOWOPENINGS (5 PLACES28' - 0"20' - 0"14' - 8"RIDGE CL2ND FLOOR WIDTH28' - 0"8' - 5 1/2"7' - 5"6' - 7"8' - 5 1/4"11' - 6"8' - 8"2x4 BEARING WALLS FOR STAIR OPENINGON 18"x10" CON. STRIP FOOTINGGARAGE ANCH. BOLTS@ 2' O.C.Provide #4 Rebar Dowels (2'x2') @ 24" o.c. Vertically at All Outboard Well Corners, TYP5' - 3 1/2"4' - 10"1' - 6"STRIP FOOTING9' - 8"7' - 10"7' - 10"CL PIER = CL BEAM8' - 4"8' - 4"7' - 9 1/2"7' - 9 1/2"POST UP3.5”ASTM A501 ON 30"x30"x10" CONC. FOOTING,TYP. 9' - 0"9' - 0"5' - 4",TYP.14' - 0"8' - 2"5' - 7"20' - 3"6' - 3"6' - 10 1/2"6' - 10 1/2"13' - 0"6' - 2"34' - 0"3F-1GARAGE SLAB19' - 0"7' - 2"4" Conc. Slabw/ 10 Mil. Vapor Barrier10" Sonotube w/ 24" Dia. Spread Footing, TYP4" Conc. Slabw/ 10 Mil. Vapor BarrierBASEMENT2F-14F-1FOUNDATION NOTES1. All backfill soils materials to be ASTM D 2487 soil classification groups GW, GP, GM SW, SP, SM, free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter.2. The sub-base soils material to be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand ASTM C2940, with at least 95 percent passing a 1-1/2 inch sieve and not more than 8 percent passing a no. 200 sieve.3. Drainage fill to be a washed evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, size 57, with 100 percent passing a 1-1/2 inch sieve and not more than 5% passing a No. 8 sieve.4. Protect sub-grades and foundation soils from softening and damage by water, freezing temperatures, or frost.5. Excavate to sub-grade elevations regardless of character of materials and obstructions encountered.6. When sub-grade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture-condition or aerate soil, and re-compact.7. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95% of maximum dry unit weight according to ASTM D 698; elsewhere to 90%.GENERAL EARTHWORK REQUIREMENTSCodes & Ordinances: Construction shall conform to the International Residential Code 2015 and with current Massachusetts State Building Code 780 MR -State Board of Building Regulations and StandardsGeotechnical Report: The contractor shall be familiar with the geotechnical report[If Applicable]. If a conflict occurs between these notes / specifications and the recommendation from the geotechnical engineer, then the more stringent shall apply.Verify Dimensions: Contractor shall verify all dimensions, drops, slopes, and details of these drawings with those of the architectural design plans, and contractor shall report discrepancies to engineer in writing and architect/designer prior to the start of construction.Contractor Field Verification: During construction the contractor may encounter existing conditions that were unknown during design and vary from the plans. The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that interfere with proper execution of the work and/or jeopardize the structural integrity of the structure.Additional Details: If contractor requires additional details or information not found on the drawings or in the specifications, contractor shall request this information from engineer in writing prior to the start of construction.Revised Information: These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available.Construction Review: Construction review services by the engineer of record are available prior to concrete placement, during the concrete placement and during and subsequent to the stressing of the post-tensioning strands, if applicable. If the engineer of record does not perform these construction reviews, then the engineer of record accepts no responsibility for improper implementation of the plans and specifications.Waterproofing: Unless otherwise specified, masonry contractor shall be responsible for providing all foundation moisture proofing and insulation.Provide waterproofing as required by state codesProvide footing drains as requiredRoof drainage: Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet from foundation walls or to a subsurface drainage system.Structural Stability During Construction: The drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor shall be responsible for all construction means and methods. The contractor, in the proper sequence, shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. Foundation Shall Not be Backfilled until 1st Floor Deck is Framed and Sheathed.Structural Foundation Notes:1. Concrete shall be 3000 PSI or strongera. Anchor bolts ASTM A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU-series base; SPACED 2’O/C for slab-on-grade construction (i.e. Garage, Basement Walkouts, etc.). b. All walls to have min. 2#4 top horizontal, 2”clear, to prevent shrinkagec. All walls longer than 25’shall have vertical control joint with Waterstop between wall joint.2. Steel reinforcing shall be 60,000 PSI deformed bar3. Assumed net allowable soil bearing capacity, q= 2500 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 1S-61S-61S-51S-52S-516' - 10"15' - 2"5' - 4"7' - 9 1/2"7' - 9 1/2"4S-53S-5C.J.SLAB & WALL CONTROL JOINT @ 30' O.C., MAX. (TYP.)4" LALLY COLUMNW/ LCC-CAPON 30"x30"x10" CONC. PAD FOOTING3.5" LALLY COLUMNW/ LCC-CAPON 24"x24"x10" CONC. PAD FOOTINGC.J.C.J.C.J.28' - 0"SLAB & WALL CONTROL JOINT @ 30' O.C., MAX. (TYP.)6' - 2 1/2"6' - 2 1/2"DOUBLE COLUMN5' - 10 1/2"4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over 10 Mil. Vapor BarrierOver 4" Min. Compacted Sand* 2 x 6 SPF #2 Sill Plate w/ 1/2" Sill Seal; * 5/8" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment @ 24" o.c. & 6-12" from End Plates;* 3"x3"x 1/4" Square WashersRequired Atop Sill Plate[2] #5 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required24" x 10" Concrete Footingw/ [3] #4 Rebar[Rebar Optional]Waterproof/ Insulate per MA-780 CMR8" Thick Poured Concrete Foundation WallPreformed Filler @ Expansion JointCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction[MIN. 2500 PSF]8"MIN.4"2x4 Keyway w/ PVC WaterstopSLAB ON GRADEBELOW GRADE4' - 0" MIN.2' - 0"10"Floor Joists Per Planw/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2"Sill Seal; Provide 5/8" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment 48" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square Washers Required Atop Sill Plate10" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ [3] #4 Rebar[Rebar Optional]Provide Preformed Filler @ Expansion Joint4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over 10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain[Optional]/Bank Run Gravel Over 95% Compacted SoilCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction[MIN. 2500 PSF][2] #5 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required8'-10" MAX.8' - 0" Wall Height2 x 4 Keyway w/ PVC WaterstopMax. Unbalanced Backfill7' - 0"10"2' - 0"10"FIRST FLOORBASEMENT6" MIN.SIMPSON ABU44 w/ 5/8" Dia. Anchor Bolt[w/ Hook] w/ Min. 7" Concrete Embedment4x4 PT Post10" Dia Sonotube w/ 24" Dia. Spread Footing48" Min. Below Grade6x6 Wrapped PT PostHUC Flange Face Hangers, TYPPT Deck BeamSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCEFOUNDATIONPLAN &DETAILSF-1JOB # / 2022 - 981/4" = 1'-0"1FOUNDATION PLAN1/2" = 1'-0"3GARAGE FOUND. WALL DETAIL1/2" = 1'-0"2FOUNDATION WALL DETAIL1/2" = 1'-0"4SONOTUBE DETAIL1/2" = 1'-0"5BEAM TO POST CONNECTION DETAIL
50'‐0"18'‐0"32'‐0"5'‐0"59'‐0"25'‐0"56'‐2"30'‐2"26'‐0"2'‐81/2"9'‐61/2"9'‐61/2"1'‐6"13'‐0"48'‐0"6'‐0"MMMMM5'‐10"6'‐9"6'‐9"(2) #4 REBAR LAPPEDAROUND WINDOWOPENINGS (5 PLACES28' - 0"20' - 0"14' - 0"14' - 0"14' - 8"RIDGE CL11 7/8" TJI 560FLOOR JOISTS @ 16" O.C.11 7/8" TJI 110FLOOR JOISTS @ 16" O.C.11 7/8" TJI 110FLOOR JOISTS @ 16" O.C.11 7/8" TJI 110FLOOR JOISTS @ 16" O.C.3-9 1/4" LVL FLUSH BEAM9' - 0"9' - 0"2-9 1/4" LVL FLUSH BEAM2ND FLOOR WIDTH28' - 0"2x6 P.T.DECK JOISTS@ 16" O.C.8' - 0"8' - 5 1/4"5' - 10 1/2"7' - 5"16' - 8 1/4"14' - 3 3/4"16' - 8 1/4"8' - 5"3-11 7/8" LVL FLUSH BEAM11' - 6"8' - 8"Provide Dimensional Blocking @ 48" o.c. in First 2 Joist & Rafter Bays, TYPSUGGESTING2x4 BEARING WALLS FOR STAIR OPENINGON 18"x10" CON. STRIP FOOTING2-11 7/8" LVL2-11 7/8" LVLHOUSE ANCH. BOLT @ 4' O.C.GARAGE ANCH. BOLTS@ 2' O.C.Provide #4 Rebar Dowels (2'x2') @ 24" o.c. Vertically at All Outboard Well Corners, TYP5' - 7"5' - 3 1/2"4' - 10"1' - 6"STRIP FOOTING9' - 8"3-9 1/4" LVL FLUSH BEAM7' - 10"7' - 10"OR: 4-14" LVL W/ NO LALLY COLM.2-2x6 P.T.CL PIER = CL BEAM8' - 4"8' - 4"7' - 9 1/2"7' - 9 1/2"POST UP6' - 2 1/2"6' - 2 1/2"5' - 4"6' - 10 1/2"6' - 10 1/2"6' - 3"13' - 0"3F-12F-14F-14 -11 7/8" LVL W/ 1.5"x12" STEEL PLATE ( BEARING WALL ABOVE)1S-61S-61S-51S-52S-5BEARING WALL:NON -BEARING WALL:* Provide Solid Dimensional Blocking OR Double Joists Below Interior Partitions, Kitchen Islands, Tubs, Etc., TYP4S-53S-52-11 7/8" LVL ORBEARING WALL @SHEAR WALLS3.5”ASTM A501 ON 30"x30"x10" CONC. FOOTING,TYP. DOUBLE COLUMN6' - 7"5' - 10 1/2"2"2"4-11 7/8" LVL W/ 1.5"x12" STEEL PLATE(2) 1/2" DIA. BOLTS W/ WASHERS @ EACH END @ 2' O.C, NO STAGGERSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCE1ST FLOORFRAMINGS-1JOB # / 2022 - 981/4" = 1'-0"11ST FLOOR FRAMINGFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ]2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.3.Fasten rafters to ridge beam with Simpson LSSU -series or Simpson straps over top of sheathing spaced at 16" o.c.4.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.5. Band joists to be fastened with Simpson straps at 4' o.c.6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.1 1/2" = 1'-0"2FLITCH BEAM DETAIL
13 131UPUPDN
48'‐0"5'‐0"50'‐0"18'‐0"32'‐0"56'‐2"30'‐2"26'‐0"34'‐0"25'‐0"59'‐0"LIVING ROOMMASTER BEDROOMBEDROOM #2ENTRYGARAGEM. BATHSIMPSON STHD14RJ@ EACH CORNER14'‐1"GAS FIREPLACE MAKE &MODEL BY OWNER6'‐2"CDKABBNGGBBBBAAAAAA2964614LAP TOP PLATES 4 FEETW/ (14) 16DLAP TOP PLATES 2 FEETW/ (8) 16DLAP TOP PLATES 4 FEETW/ (10) 16DLAP TOP PLATES 4 FEETW/ (12) 16DLAP TOP PLATES 6 FEETW/ (20) 16D(3) 2 x 8 HEADERWITH 3K/1JOPENING LESS THAN 4FEET = (3) 2 x 6 HEADERWITH 1K/1JLAP TOP PLATES 4 FEETW/ (8) 16D13'‐0"SHEAR WALLSHEAR WALLSHEAR WALL4-9 1/4" LVL W/ 1/2" x 9" STEEL PLATE @ WALL UP6' - 0 1/2"6' - 10 1/2"6' - 10 1/2"APA WALL DETAIL APPLIES HERE3-11 7/8" LVL TO CORNER3-11 7/8" LVL TO CORNER8' - 0"CL RIDGESHEAR WALLS:7/16" PLYWOOD8d @ 6" EDGE/ 12" FIELD2 -9 1/4" LVLPOST DN2 -9 1/4" LVL2-2x6BEARING WALL4' - 6"5' - 0 7/8"4' - 8 1/2"2-2x8 HDR2-2x8 HDR2-2x8 HDR2-2x6 HDR2-2x8 HDR2-2x10 HDR20' - 0"14' - 0"14' - 0"9 1/2" TJI 210FLOOR JOISTS@ 16" O.C.3 -9 1/4" LVL16' - 8 1/4"9 1/2" TJI 210FLOOR JOISTS@ 16" O.C.9 1/2" TJI 210FLOOR JOISTS@ 16" O.C.9 1/2" TJI 210FLOOR JOISTS@ 16" O.C.11' - 6"GANGED STUDS EQ. TO BEAM WIDTHDN TO FOUND2 -9 1/4" LVLFLAT CEILING JOISTS2x10 SPF#2 @ 16" O.C.16' - 10"15' - 2"BEARING WALL* <4' HDR: 3-2x6 (1K/1J)* Provide Solid Dimensional Blocking OR Double Joists Below Interior Partitions, Kitchen Islands, Tubs, Etc., TYP6' - 0 1/2"14' - 1"8' - 2"16' - 8 1/4"8' - 5"17' - 9"8' - 8 3/8"6' - 3"3' - 10"3' - 4"FLAT CEILING JOISTS2x10 SPF#2 @ 16" O.C.6 3/4"6 1/2"4-14" LVL FLUSH BOTTOM2-SPAN 4-9 1/4" LVL ( BRG. WALL ABOVE)BEAM HANGER:LUS482x6 @16" O.C.FLAT CEILING JOISTS22BEARING WALL:NON -BEARING WALL:All NON-BEARING Interior Walls to Be Framed w/ (1) Top Plate to Bottom Face of Strapping8x6 POST DN17' - 9"8x6 POST DN12' - 5"4' - 0 7/8"9' - 1 1/4"1S-61S-61S-51S-52S-54S-53S-52-9 1/4" LVL BEAM2-9 1/4" LVL 3-2x10 HDR(3K/2J)4' - 7"7/16" PLY.GANGED STUDSEQ. TO BEAM7' - 2 1/2"2-9 1/4" LVL OR BRG.WALL DN6S-514' - 0"6' - 0"13' - 0"POST UPDRAG STRUT CONNECTOR-DSC2, EA. ENDSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCE2ND FLOORFRAMINGS-2JOB # / 2022 - 981/4" = 1'-0"12ND FLOOR FRAMINGPOST DN TO FOUND WALLFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ]2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.3.Fasten rafters to ridge beam with Simpson LSSU -series or Simpson straps over top of sheathing spaced at 16" o.c.4.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.5. Band joists to be fastened with Simpson straps at 4' o.c.6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.
DNDN 28'‐0"BATH #3BEDROOM #5BEDROOM #4BEDROOM #3BATH #2OPEN TO BELOWATTICACCESS56'‐2"DCCCEBHHCCC C CBB661216'‐1"SUPPORT POSTFOR LVL BEAMABOVEGARAGE℄RIDGESHEAR WALLSHEAR WALLBEARING WALL BEARING WALL BEARING WALLBEARING WALLBEARING WALL2x10 SPF#2CEILING JOISTS@ 16" O.C.2x10 SPF#2CEILING JOISTS@ 16" O.C.16' - 1 1/2"4-9 1/4" LVLPOST DNPOST DN2-2x10 HDRSHEAR WALLS:7/16" PLYWOOD8d @ 6" EDGE/ 12" FIELD* Provide Solid Dimensional Blocking OR Double Joists Below Interior Partitions; Kitchen Islands; Tubs; TYP* All Non-Bearing Interior Walls to Be Framed w/(1) Top Plate to Bottom Face of StrappingProvide Dimensional Blocking @ 48" o.c. in First 2 Joist & Rafter Bays, TYPBEARING WALL:NON -BEARING WALL:28' - 0"14' - 0"14' - 0"CLRIDGE4' - 0 7/8"9' - 1 1/4"6' - 11 3/4"9' - 0 1/4"1S-61S-61S-51S-52S-53S-54S-54-11 7/8" LVL (FOR RAFTER AND CEILING JOIST BRG.)GANGED STUDS EQ. TO BEAMGANGED STUDS EQ. TO BEAM6S-5STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCEATTICFRAMINGS-3JOB # / 2022 - 981/4" = 1'-0"1ATTIC FRAMINGFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ]2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.3.Fasten rafters to ridge beam with Simpson LSSU -series or Simpson straps over top of sheathing spaced at 16" o.c.4.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.5. Band joists to be fastened with Simpson straps at 4' o.c.6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.
DNDN 28'‐0"13'‐6"15'‐1"15'‐1"BATH #3BEDROOM #4BATH #2OPEN TO BELOW15'‐2"ATTICACCESS56'‐2"7'‐8"12'‐4"8'‐0"DCCCEBHHCCC C CBB661216'‐1"SUPPORT POSTFOR LVL BEAMABOVE℄RIDGEGARAGE℄RIDGE3"(3) 2x10 TO SUPPORTCEILING JOISTSSHEAR WALLSHEAR WALLBEARING WALL BEARING WALL BEARING WALLBEARING WALL2x12 RIDGE PLATEOR 2 -18" LVL RIDGE BEAM W/ 4x6 POST6x6 POSTW/ ECCQ-CAPHDR. 3 -7 1/4" LVL4-11 7/8" LVLOVERFRAMED ROOF:2x8 RAFTERS@ 16" O.C.3-1 3/4" x 14" LVL RIDGE BEAM16' - 4 1/2"16' - 1"17' - 6 1/2"50' - 0"2x10 SPF#2RAFTERS@ 16" O.C.2x10 SPF#2RAFTERS@ 16" O.C.2x10 SPF#2RAFTERS@ 16" O.C.20' - 0"2x10 SPF#2RAFTERS@ 16" O.C.2x10 SPF#2RAFTERS@ 16" O.C.26' - 0"2-14" LVL RIDGE BEAM18' - 3"2 -11 7/8" LVL VALLEY2-11 7/8" LVL VALLEY2x10 SPF#2RAFTERS@ 16" O.C.24' - 9 3/4"23' - 1 1/8"2x12 HIP RAFTER2x12 HIP RAFTER2-9 1/4" LVL DORMER TRIMMER2-9 1/4" LVL DORMER TRIMMER2-9 1/4" LVL DORMER TRIMMER2-9 1/4" LVL DORMER TRIMMER2x12 RIDGE PLATE2x12 RIDGE PLATE5' - 8"6' - 0"10' - 0"6' - 0"OVERFRAMED ROOF:2x8 RAFTERS @ 16" O.C.2-2x102-2x10BLOCKING BELOW EXT. WALL3-2x10 SPF#214' - 1"2-2x10 SPF#22-2x10 SPF#22x8 SPF#2RAFTERS @ 16" O.C.2-2x10 SPF#225' - 0"5' - 0"2x6 TIES @ 16" O.C.2x6 TIES @ 16" O.C.MOVE WIND.'S 6"MOVE WIND.'S 6"MOVE WIND.'S 6"MOVE WIND.'S 6"<4' OPENINGS:3-2x6 (1K/1J) EA. END, TYP.1' - 1 1/2"1' - 1 1/2"EAVE1' - 1 1/2"2F-11S-61S-61S-51S-52S-53S-54S-513' - 0"13' - 11 1/4"13' - 0"GANGED STUDS EQ. TO BEAMGANGED STUDS EQ. TO BEAM6S-5POST DN13' - 0"14' - 0"POCKET DOOR5068 MAX.Provide Dimensional Blocking @ 48" o.c. in First 2 Joist & Rafter Bays, TYPSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCEROOFFRAMINGS-4JOB # / 2022 - 981/4" = 1'-0"1ROOF FRAMINGFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ]2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.3.Fasten rafters to ridge beam with Simpson LSSU -series or Simpson straps over top of sheathing spaced at 16" o.c.4.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.5. Band joists to be fastened with Simpson straps at 4' o.c.6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.
91_2" TJI210 @ 12"O.C.91_2" TJI210 @ 16" O.C.8'‐0"8'‐11/8"9'‐11/8"48'‐0"20'‐0"2 x 8 CEILING JOIST @ 16" O.C.2 x 10 @ 16" O.C.(2) 2 x 12 RIDGE BEAM12102 x 10 CEILING JOIST @ 16" O.C.2 x 10 ROOF RAFTER @ 16" O.C.5_8" ROOF SHEATHING5_8" ROOF SHEATHING6'‐101/2"WINDOWHEADERSUB‐FLOORINGWALL TOP PLATE19'‐01/4"31'‐41/2"APPROX.3_4" T & G PLYWOOD3_4" T & G PLYWOODWALL TOP PLATESUB‐FLOORINGH2.5A @ 16" O.C. TYP.9"1'‐0"2 x 6 EXT. WALLS3_4" T & G PLYWOOD2 x 8 SILL PLATE ONSILL SEAL TYPICALBRG. WALL2'‐0"DOUBLE JOISTS UNDERBEARING WALLS28'‐0"5.5 x 9.5 LVL BEAM91/4"77/16"77/16"91/4"8'‐73/4"9'‐113/8"91_2" TJI210 @ 16" O.C.80" HEADROOM CLEARANCE80" HEADROOM CLEARANCE9'‐11/8"10'‐31/2" 12'‐011/16"1'‐4"91_2"TJI210 @16"O.C.PER CODE(4) 1.25" x 11.875"LVL BEAMSECOND FLOORTOP PLATE8'‐11/8"LSCZLSCZ13'‐103/4"(3) 2x10 TO SUPPORT CEILING JOISTSAPPROX. 16'‐8" LONG14'‐11/4"1265'‐10"9"6'‐0"8'‐13/8"2 x 4 @ 16" O.C.2 x 8 JOIST @ 16" O.C.6 x 6 POSTS(3) 2 x 12 BEAM2 x 8 DECK FRAMING10" DIA. x 48"CONCRETE BIGFOOTCYLINDER55/16"LRUZ2 x 8 NAILER W/ (2)LEDGERLOK PER STUD2'‐0"ABU BASE W/5_8"ANCHOR BOLT3'‐7"4'‐0"4'‐0"3'‐7"6'‐101/2"8'‐113/8"5'‐0"6'‐4"3K,1J3'‐2"5'‐47/8"5'‐07/8"3'‐41/2"3'‐10"2'‐81/8"TYPICALR.O.R.O.(3) 2 x 8 HEADER71_4" LVL14'‐1" 1'‐6"4 x 4 POST2 x 10" ROOF RAFTERS@ 16" O.C.1210LU2109'‐11/8"1'‐03/8"1'‐0" TYP.1.75 x 5.5 1.55ETIMBERSTAND STUDS TYP.SIMPSON (2) A35T&B TYP. 12 STUDS15'‐97/8"(2) 18" LVL RIDGE BEAM(6) 3.5 x 5.25 PLSW/ (2) A35 T&BH2.5ATYP.2 x 6 @16" O.C.6 x 6 W/HUC TYP.10'‐89/16"9'‐11/8"6'‐0"1262 x 8 JOIST @ 16" O.C.LRUZ(3) 13_4" x 117_8" LVLHEADER OVER EACHGARAGE DOOR2 x 8 NAILER W/ (2)LEDGERLOK PER STUDROOF RAFTERS80" HEADROOM CLEARANCE80" HEADROOM CLEARANCE3'‐15/16"91_2" TJI210 @ 16" O.C.11'‐81/2"3'‐6"4'‐6"3'‐117/16"2 x 10 @ 16" O.C.6'‐2"WEB STIFFENERS B.S.LSCZBLOCKING UNDERSTAIR STRINGERSBLOCKING ATFOUNDATION2 x 6 @ 16" O.C.2 x 12 RIDGE PLATEBEARING WALL3-9 1/4" LVLATTIC* All Non-Bearing Interior Walls to Be Framed w/(1) Top Plate to Bottom Face of StrappingSEE FRAMING PLANSFOR SIZINGBALLOON FRAME ALL GABLE WALLS, TYP.614' - 0"3 -11 7/8" LVL FLUSH BEAM3 -9 1/4" LVL FLUSH BEAMSEE FOUND. DETAIL, F-19' - 1 1/8"9' - 1 1/8"8' - 1 1/8"Wall Construction:-Siding, 5" Exp.-30 Lb. Felt-Vert. 7/16" Ply. Sheathing w/ 8D @ 3" o.c. Edge/ 12" o.c. Field-2x6 SPF #2 Studs @ 16" o.c.Mid-Height Blocking Required @ Walls >8' in Height-Insulation-InteriorBalloon Frame Gable Walls2x6 NAILER W/ (2) LEDGERLOK PER STUD,(4) SIMPSON DTT1Z, EQ. SPACED3 -2 x 10/ OR LSSJABU44PIER W/24" DIA. SPREAD FOOTING2x6 @ 16" O.C.OR: LSTA183 -7 1/4" LVLR.O.3K/1JCOUNT.1' - 0 3/8"LSL @ 12" O.C.PSL W/ A35, Top & Bott./123456Blocking @ 8' o.c. MAX.2x6 @ 16" O.C.FLAT CEIL. JOISTS (OPTIONAL)4-9 1/4" LVL W/ 1/2"x9" STEEL PLATESTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCESTRUCTURALSECTIONSS-5JOB # / 2022 - 981/4" = 1'-0"1SECTION HOUSE1/4" = 1'-0"2STAIRS SECTION @ FRONT1/4" = 1'-0"3FRONT PORCH SECTION1/4" = 1'-0"5TALL WALL DETAIL1/4" = 1'-0"4GARAGE FRONT WALL SECTION1/4" = 1'-0"6STAIRS SECTION @ RHS GARAGE
8'‐0"10"10"2'‐0"50'‐0"10"2'‐0"9"9"DININGLIVING ROOM4" CONCRETE SLAB ON A 10 MILVAPOR BARRIER OVER 6"COMPACTED GRAVEL BASE1'‐0"16'‐1"2 x 6 @ 16" O.C.3'‐10"(2) 18" LVL RIDGE BEAM2 x 10" ROOF RAFTERS@ 16" O.C.2 x 10 @ 16" O.C.2 x 10 @ 16" O.C.2 x 10" ROOF RAFTERS@ 16" O.C.9'‐11/8"8'‐113/8"2 x 10" ROOF RAFTERS@ 16" O.C.1251251210H2.5A @ 16" O.C. TYP.H2.5A15'‐2"2 x 12 NAILER W/ (2)LEDGERLOK PER STUDW/LSSU210LU21016'‐41/2"16'‐1"17'‐61/2"1'‐63/8"1'‐09/16"Multiple pieces can be nailed or bolted together toform a header or beam of the required size, up toa maximum width of 7"Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothsides, stagger fasteners on the secondside so they fall halfway betweenfasteners on the first side.(1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, WS, or Truss-LOK-EWP™.(2) An additional row of nails is required with depths of 14" or greater.(3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below.Piece Width# ofPliesFastenerType Min. Length # Rows O.C. Spacing Location10d nails 3"31/2"13/4"234212d-16d nailsScrews10d nails12d-16d nailsScrews10d nails12d-16d nailsScrewsScrews1/2" bolts(1)(3)(3)31/4"33/8" or 31/2"3"31/4"33/8" or 31/2"5"3"31/4"5" or 6"63/4"5" or 6"63/4"8"3223223222212"24"12"24"12"24"24"24"One sideBoth sidesOne sideBoth sidesOne side(per ply)Both sidesOne sideBoth sidesOne side-(2)(2)(2)(2)(2)(2)Fastener InstallationRequirementsMultiple-Member Connections for Top-Loaded BeamsAssembly C13/4"31/2"Assembly B13/4"Assembly D13/4"31/2"13/4"13/4"2"2"Assembly E31/2"2"2"13/4"2"2"Assembly A Assembly F4-14" LVL BEAMBEARING WALLSEE FOUNDATION WALL DETAIL, F-124" x 24" x 10"9' - 1 1/8"9' - 1 1/8"4" DIA. LALLY COLUMNS,U.O.N.LCC-CAP30"x30"x10" CONC. PAD FOOTINGWall Construction:-Siding, 5" Exp.-30 Lb. Felt-Vert. 7/16" Ply. Sheathing w/ 8D @ 3" o.c. Edge/ 12" o.c. Field-2x6 SPF #2 Studs @ 16" o.c.Mid-Height Blocking Required @ Walls >8' in Height-Insulation-InteriorBalloon Frame Gable WallsMULTIPLE-MEMBER CONNECTIONS FOR WALL STUDS2-PLY NAILING RECOMMENDATIONSFor 2x4, 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 10" on-center, staggered.Nail from one side.For 2x4:Minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 8" on-center, staggered.For13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Minimum of three rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center, staggered.Nail from both sides.For 2x4:Nail each ply to the other with a minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply below.For13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Nail each ply to the other with a minimum of three rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply belowor Minimum of two rowsof 1/2" diameter bolts spaced at 8" o.c3-PLY NAILING RECOMMENDATIONS4-PLY NAILING RECOMMENDATIONSWOOD STRUCTURAL PANEL [WSP] NOTES:Wood Structural Panels Shall be a Minimum Thickness of 7/16" and Be Installed as Follows:1. Panels Shall Be Installed with Strength Axis Parallel to Studs.2. All Horizontal Joists Shall Occur Over and Be Nailed to Framing.3. On Single Story Construction, Panels Shall be Attached to Bottom Plates and Top Member of the Double Top Plate.4. On Two Story Construction, Panels Shall be Attached to the Top Member of the Upper Double Top Plate and to Band Joist at Bottom of Panel. Upper Attachment of Lower Panel Shall be Made to Band Joist and Lower Attachment Made to Lowest Plate at First Floor Framing.5. Horizontal Nail Spacing at Double Top Plates, Band Joists, and Girders Shall Be a Double Row of 8D Staggered @ 3 Inches o.c. Per Attached Figures.SIMPSON CS-16SIMPSON H2.5A SIMPSON ABU66SIMPSON CCQSIMPSON LSCZD-1D-2D-3D-4D-5D-6D-7D-8SIMPSON LCCSIMPSON LUS D-9HHUS28SIMPSON DTT1ZSIMPSON HUCD-10D-11 D-12SIMPSON LSSJSIMPSON LRUZD-13SIMPSON DSC2STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:RJC Building Inc PO Box 1532S. Dennis, MA 02660508-989-5337For Permitting05.23.202280 CHANDLER DR,S. DENNIS, MA02660CATERINORESIDENCESTRUCTURALSECTIONS &DETAILSS-6JOB # / 2022 - 981/4" = 1'-0"1SECTION B-B HOUSE
100 CAMBRIDGE STREET
BOSTON, MA 02114-2509
347002001
MASSACHUSETTS, COMMONWEALTH OF
DIV OF FISHERIES & WILDLIFE
Property ID:
YARMOUTH PORT, MA 02675
348027
LORANGE, ROBERT J & JUDITH D
508 MARSTONS LANE
Property ID:
YARMOUTH PORT, MA 02675
348028
REYNOLDS, DONALD T JR & DEBORAH S
516 MARSTONS LN
Property ID:
YARMOUTH PORT, MA 02675
348029
GILBERT, DAVID M & VIRGINIA C
524 MARSTONS LN
Property ID:
YARMOUTHPORT, MA 02675
348030
GONCALVES, ELSON S
534 MARSTONS LANE
Property ID:
HYANNIS, MA 02601
348036
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
OSTERVILLE, MA 02655
349012
CHASE OSTERVILLE LLC
194 WASHINGTON AVENUE
Property ID:
HYANNIS, MA 02601
349013
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
YARMOUTH PORT, MA 02675
349048
MOONEY, JOHN M JR & MARY J
65 OAKMONT ROAD
Property ID:
YARMOUTH PORT, MA 02675
349055
HOOTHAY, WALTER P & BEATRICE E
74 OAKMONT RD
Property ID:
BARNSTABLE, MA 02675
349056
HITSMAN, REBEKAH & MICHAEL H
90 OAKMONT ROAD
Property ID:
116 OAKMONT ROAD
YARMOUTH PORT, MA 02675
349057
HANDY, JOHN E & PATRICIA A TRS
JP FAMILY TRUST
Property ID:
YARMOUTHPORT, MA 02675
349103
BAND, ERIC & KELLY
544 MARSTONS LANE
Property ID: