HomeMy WebLinkAbout9 Homer future barn - 800sfUP16 15 1413121110987654321DNDN16 15141211109822' - 4" 12' - 0"22' - 4"1' - 10"18' - 8"1' - 10"22' - 4"22' - 4" 12' - 0"1S-36' - 8"6' - 6"2' - 10" 5' - 9 3/8" 2' - 7 1/4" 2' - 7 1/4" 5' - 8 1/8" 2' - 10"STORAGE3S-31AA2FFEED3AACBBCBBA5' - 6 1/2" 5' - 7 1/2" 5' - 7 1/2" 5' - 6 1/2"2' - 3" 5' - 5 3/4" 3' - 2 1/4" 5' - 6" 2' - 3"6' - 1" 2' - 5"2S-3SITTING ROOMBATHALL OPENINGS REQUIRED FIG.17 STRAPS34' - 4"11ST FLOOR : * LIVING AREA -431 SF* STORAGE - 224 SF [EXTERIOR ACCESS ONLY]LIVING SPACE AND STORAGEAREN'T CONNECTED BY INTERIORACCESSDOOR TO BASEMENT3' - 7"2' - 3"3' - 7" 2' - 3"2' - 5"5' - 9 1/2"2' - 5 1/2"3S-322' - 4"CCAACFFGFF2S-3BEDROOMBATHSITTING ROOM22' - 4"22' - 4"2ND FLOOR -369 SFSPACE MORE THAN 5’IN HEIGHTDRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNFLOOR PLANSA-1JOB # / 2021 - 1621/4" = 1'-0"1First Floor1/4" = 1'-0"2Second FloorWINDOW SCHEDULEWINDOW QUANTITY ROUGH WIDTH ROUGH HEIGHT DESCRIPTION MODEL FINISHA102' - 0"1' - 10" AWN ANDERSEN A-SERIESB41' - 8"4' - 8" DH ANDERSEN A-SERIESC53' - 4"4' - 8" DH ANDERSEN A-SERIESD13' - 4"1' - 10" AWN ANDERSEN A-SERIESE23' - 2"2' - 0" AWN ANDERSEN A-SERIESF62' - 0"2' - 0" AWN ANDERSEN A-SERIESG1 3' - 8"2' - 0" AWN ANDERSEN A-SERIESH42' - 8"1' - 4" FIXEDI43' - 4"1' - 4" AWN ANDERSEN A-SERIESX12' - 0 1/2"2' - 2"EXTERIOR DOOR SCHEDULEDOOR QUANTITY WIDTH HEIGHT DESCRIPTION FINISH116' - 0"8' - 0"FRONT BARN DOOR218' - 0"7' - 10"DOUBLE DOOR312' - 8"6' - 8"SINGLE BARN DOOR REAR413' - 0"7' - 6"CUSTOM BARN DOORSOLID STUDS @ BRACKETS
First Floor0"Second Floor9' -6"Grade-1' -8"1AAAACH25.0:125.0:1210.0:1210.0:124.5:12S-41S-43First Floor0"Second Floor9' -6"Grade-1' -8"FFEEGFFHFirst Floor0"Second Floor9' -6"Grade-1' -8"4.5:125.0:125.0:1210.0:12D3CAACBBIIAAH25' - 1 1/8"28' - 3 5/8"First Floor0"Second Floor9' -6"Grade-1' -8"CFFAACBBIIH6.0:12DRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNELEVATIONSA-2JOB # / 2021 - 1621/4" = 1'-0"1FRONT1/4" = 1'-0"2LEFT1/4" = 1'-0"3REAR1/4" = 1'-0"4RIGHT
UP14131211109876543211S-322' - 4"22' - 4" 12' - 0"1' - 10"18' - 8"1' - 10"22' - 4"12' - 0"FULL BASEMENT1.Contractor To Verify Window Locations & Masonry Openings Prior to Pour Per Ventilation Code Requirements.2. Contractor To Verify Locations Of Mechanical Stub-Outs3.Contractor To Verify All Masonry Openings & Tops Of Pours In Field4" Conc. Slabw/ 10 Mil. Vapor BarrierMasonry Opening [M.O.]M.O. [Opening ≤3'] = R.O. + 6"M.O [Opening > 3'] = R.O. + 9"ALL R.O.'s to be Verified[By Contractor] PRIOR to Foundation Work and PRIOR to Framing]10"2' - 0"10"2S-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 REQUIREMENTS1.Codes & 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 Standards2.Geotechnical 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.3.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.4.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.5.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.6.Revised Information: These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available.7.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.8.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 required9.Roof 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.10.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 30’ 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. 2S-311' - 2"11' - 2"24" x 24" x 10"CONC. PAD FOOTINGW/ 3 1/2" DIA. LALLY COLUMN Use STHD14 HOLDOWN4" Conc. Slabw/ 10 Mil. Vapor Barrier22' - 4" 12' - 0"1First Floor0"Basement-9' -6 3/4"Grade-1' -8" PROVIDE PERF. FOOTING DRAIN [ OPTIONAL]BANK RUN GRAVEL 24" x 10" CONCRETE FOOTINGW/ [3] #4 REBAR [REBAR OPTIONAL]BEARING CAPACITY OF SOIL PRIOR TO CONSTRUCTION [MIN. 2500 PSF]2 x 4 KEYWAY w/ PVC WATERSTOP95% COMPACTION OF EARTH IS REQUIRED[2] #5 HORIZ. REBAR/ 2" CLEAR TO TOP OF WALLPROVIDE PREFORMED FILLER @ EXPANSION JOINT* 4" SLAB W/ 6x6 #10 WELDED WIRE MESH 1" CLEAR FROM T.O. SLAB OVER 10 MIL. VAPOR BARRIER OVER 4" MIN. COMPACT SAND*2 x 6 SPF #2 SILL PLATE w/ 1/2" SILL SEAL; * PROVIDE 5/8" x 12" GALVANIZED STL. ANCHOR BOLTSw/ 7" MIN. CONCRETE EMBEDMENT 24" o.c. & 6-12" FROM END PLATES;3"x3"x 1/4" SQUARE WASHERS RQRD. ATOP SILL PLATE10" POURED CONCRETE FOUNDATION WALLWATERPROOF/ INSULATE PER MA CODE2 x 10 SPF #2 FLOOR JOISTS @ 16" o.c.W/ 3/4" T & G PLYWOOD SUBFLOOR2' - 0"10"WALL HEIGHT8' - 10" MAX.10"DRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNFOUNDATIONPLANS-1JOB # / 2021 - 1621/4" = 1'-0"1FOUNDATION PLAN1/2" = 1'-0"2FOUNDATION WALL DETAIL
UPUPDN1S-32S-112' - 0"1' - 10"18' - 8"1' - 10"22' - 4"4-1 3/4" x 14" LVL FLUSH BEAM22' - 4"2x10 SPF#2FLOOR JOISTS@16" O.C.Provide Dimensional Blocking @ 48" o.c. in First 2 Joist & Rafter Bays, TYP2S-3Use STHD14 HOLDOWNUse STHD14 HOLDOWN11' - 2" 11' - 2"3' - 8 1/4"22' - 4" 12' - 0"4-1 3/4" x 14" LVL FLUSH BEAM2-2X10 SPF#22-2X10 SPF#22-2X10 SPF#22-2X10 SPF#22x10 SPF#2FLOOR JOISTS@16" O.C.134' - 4"1S-32S-122' - 4" 12' - 0"22' - 4"1' - 10"18' - 8"1' - 10"22' - 4"22' - 4" 12' - 0"6' - 8"6' - 6"3' - 0"2' - 3"3S-32-2x10 SPF#2STAIR HDR2-2x10 SPF#2STAIR HDR2-2x10 SPF#2STAIR HDR3-2x6 SPF#2[1K/1J] EA. END3-2x6 SPF#2[1K/1J] EA. END6' HDR 3-2x10 SPF#2[3K/1J] EA. END8' HDR 3-2x12 SPF#2[ K/ J] EA. END3-2x6 SPF#2[1K/1J] EA. END3-2x6 SPF#2[1K/1J] EA. END3-2x6 SPF#2[1K/1J] EA. END4 -1 3/4" x 14" LVL FLUSH BEAMProvide Dimensional Blocking @ 48" o.c. in First 2 Joist & Rafter Bays, TYPProvide Double Joists / Blocking Beneath Interior Wall , TYPAll Interior Walls to Be Framed to Bottom Face of Strapping, U.N.O as a Bearing WallProvide Double Stud Pockets Between Ganged Window Units, TYP2S-311' - 2" 11' - 2"ALL OPENINGS REQUIREDFIG. 17 STRAPS3S-322' - 4"2x10 SPF#2 RAFTERS@ 16" O.C.2x10 SPF#2 RAFTERS@ 16" O.C.2-2x10 TRIMMERDOUBLE RAFTERS ALL AROUND OPENING3-1 3/4" x 16" LVL RIDGE BEAMMIN. 2x8 SPF#2 RAFTERS@ 16" O.C.SLOPE3-2x10 SPF#2[2K/1J] EA. END2x6 SPF#2 RAFTERS@ 16" O.C.<4' HDR3-2x6 SPF#2[1K/1J] EA. END<4' HDR3-2x6 SPF#2[1K/1J] EA. END3-2x10 SPF#2[2K/1J] EA. ENDFasten 2 x Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, TYP2S-32-2x10 TRIMMER, typ.2-2x10 TRIMMER2-2x10 TRIMMER, typ.SOLID STUDS @6x6 P.T. BRACKETSDRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNFRAMINGPLANSS-2JOB # / 2021 - 1621/4" = 1'-0"11ST FLOOR FRAMING1/4" = 1'-0"22ND FLOOR FRAMING1/4" = 1'-0"3ROOF 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 +/-0.18HEADER 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 bellow interior partition walls.STRUCTURAL NOTES
First Floor0"Basement-9' -6 3/4"Second Floor9' -6"Grade-1' -8"9' - 6"SLAB-1' -0 3/4"PLATE HEIGHT8' - 7 3/4"PLATE HEIGHT8' - 8"DORMER P.H.7' - 9"5.0:125.0:12MAIN ROOF P.H.3' - 11 3/4"4.5:12Shingles, 5" ExpHurricane Ties H2.5AWhite Cedar Shingles, 5" Exp.Finish Flooring9/16" Plywood Sheathing with 8D @ 6" o.c. Edge & Field30 Lb. Felt30 Lb. Felt30 Lb. Felt7/16" Plywood Sheathing with 8D @ 3" o.c. Edge;12" o.c. Field2x6 SPF #2 Studs @ 16" o.c. [Mid-Height Blocking @ Walls >8' in Heigh]2x10 SPF#2 Rafters @ 16" o.c.USE SIMPSON LSTA18 STARPS @ CUPOLA ONLYBalloon Frame Gable Walls3/4" T&G Plywood Sheathing2x10 SPF#@ Floor Joist2x8 & 2x10 Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ Top & Bottom2-2x10 SPF#2AT EACH UPPER TO LOWER STUD USE SIMPSON CS16 x 3'USE 2x4 FOR ATTACHING CUPOLA TO RAFTERS13' - 5 3/4"8' - 10"1First Floor0"Basement-9' -6 3/4"Second Floor9' -6"Grade-1' -8"80" STAIR HEAD HEIGHT8' - 8"OPENING11' - 1"9' - 6"8' - 10"80" STAIR HEAD HEIGHT110' - 7 5/8"First Floor0"Basement-9' -6 3/4"Second Floor9' -6"Grade-1' -8"5.0:125.0:1210.0:1210.0:12STUD HEIGHT @ STAIR OPENING13' - 5 3/4"4.5:12P.H.3' - 11 3/4"8' - 8"Shingles, 5" ExpHurricane Ties H2.5AWhite Cedar Shingles, 5" Exp.Finish Flooring9/16" Plywood Sheathing with 8D @ 6" o.c. Edge & Field30 Lb. Felt Paper30 Lb. Felt Paper30 Lb. Felt7/16" Plywood Sheathing with 8D @ 3" o.c. Edge;12" o.c. Field2x6 SPF #2 Studs @ 16" o.c. [Mid-Height Blocking @ Walls >8' in Heigh]2x10 SPF#2 Rafters @ 16" o.c.Balloon Frame Gable Walls3/4" T&G Plywood Sheathing2x10 SPF#@ Floor Joist2X12 Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ Top & BottomAT EACH UPPER TO LOWER STUD USE SIMPSON CS16 x 3'2x6 Collar Ties @ 16" o.c.8' - 7 3/4"8' - 10"10"1DRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNSTRUCTURALSECTIONSS-3JOB # / 2021 - 1621/4" = 1'-0"1CROSS SECTION THROUGH CUPOLA1/4" = 1'-0"2SECTION THROUGH STAIR1/4" = 1'-0"3SECTION THROUGH STAIR 2
USE SIMPSON SIMPSON CS-16 AT BAND JOISTSIMPSON CS-16HOLD ALL RAFTERS DOWN TO WALL PLATE W/ SIMPSON H2.5A TIESIMPSON H2.5A FASTEN BEAMS TO TOP OF POSTSSIMPSON ACFASTEN BEAMS TO TOP OF POSTS USING CCQ-SERIES POST CAPS AT EACH POSTSIMPSON CCQSIMPSON LSCZUSE SIMPSON LSCZ TO HOLD STAIR STRINGERS TO STAIR HEADERFASTEN RAFTERS, JACKS, VALLEY RAFTERS TO RIDGE BEAM WITH SIMPSON LRUZ HANGERSSIMPSON LRUZ OR LSSJD-1 D-2 D-3 D-4D-5 D-6D-7 D-8SIMPSON LCCSIMPSON LUS D-9 D-10LALLY COLUMN CAPS JOIST TO BEAM CONNECTIONFOR MORE DETAILS AND INSTALLATION TIPS YOU CAN VISIT SIMPSON WEBSITE.D-11SIMPSON HHUS28SIMPSON LSSUBEAM HANGERBEAM HANGERDETAILS:D-1D-2D-3D-4D-5D-6D-7D-8D-9D-10D-11STRAPS OVER TOP OF SHEATHING SPACED @ 16" O.C. SIMPSON LSTA18 WOOD STRUCTURAL PANEL NOTES:MULTIPLE-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.For 13/4" 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.For 13/4" 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.cWood Structural Panels Shall be a Minimum Thickness of 7/16" and Be Installed as Follows:1. Panels Must Be Installed with Axis Parallel to Studs2. All Horizontal Joists Must Occur Over and Be Nailed to Framing3. On Single Story Construction, Panels Must be Attached to Bottom Plates and Top Member of the Double Top Plate.4. On Two Story Construction, Panels Must 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 Must 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 Must Be a Double Row of 8D Staggered @ 3 Inches o.c.3-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.1x4 FLAT1x8 RAKE WITH1x3 SHADOW4 3/4"7 1/4"4 3/4"2 1/2"9 0 .0 0 °7 1/4"4 3/4"2 1/2"12" +/-12" +/-7 1/4"1x8 CORNER BOARD1x8 FRIEZE3/4"1x4 BOARD9 1/4"1x10 EAVE RAKE6 3/4"2 1/2"7 1 /4 "
4 3 /4 "2 1 /2 "1x8 RAKE3 1/2"7 1/4"2 1/2"1x41x61x8 FRIEZEDRAWN BY:Yoana Karakusheva Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Konstantin AleksandrovKreative Barns Inc.kbarnsinc@gmail.com508-904-0539REVISION 1 08.31.2021For Permitting08.13.20219 HOMER AVES. YARMOUTH, MA02664BARNARCHITECTURAL& STRUCTURALDETAILSS-4JOB # / 2021 - 1621" = 1'-0"4EAVE SECTION DETAIL1" = 1'-0"1EAVE DETAIL - GABLE WALL RETURN1" = 1'-0"3EAVE DETAIL1 1/2" = 1'-0"2GABLE WALL RETURN TRIM DETAIL - SECTION