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Home My WebLink About37 Turtle Cove Rd plan 3HURRICANE TIES H2.5A W/PROPER VENTS DESIGN LOADS 2X4 TIES @ 16" O.C. GABLE OVERLAY 1X3 STRAPPING @ 16" O.C. W/1/2" GYPSUM (3) 11 1/4" LVL RIDGE 2X10 RAFTERS/CEILING JOISTS @ 1611 O.C. 30 PSF SNOWLOAD NAIL ROOF SHEATHING 4" O.C. EDGES 4" O.C. FIELD AT GABLE END WALLS UP TO 4 FT. IN FROM EDGES HURRICANE TIES H2.5A W/PROPER VENTS +t 0 is M. BEDROOM r M. BATH 2X6 WALL (DBLE. TOP PLATE) @ 16" O.C. W/1/2" ZIP WALL EXT. SHEATHING APPLIED VERTICALLY. 1/2" GYPSUM W/ R 21 MIN. INSULATION. 3/4" T&G FLOOR SHEATHING 2X10 FLOOR JOISTS R 30 .a •a 6`e CRAWL SPACE d°p 'v " 2CONCRETE DUST COVER 4: a: .d •� o •^v0 ^ ,p•vae SECTION A 1. The various portions of the structure are designed to carry the following live loads in addition to specific machinery and equipment loads: Roof 21 psf based on a ground snow of 30 psf Floors 40 psf Corridors 2. Lateral loads: Wind Load: 15 psf based on wind velocity of 120 mph. Seismic Design Load: S—sMS--S=0.34, S—sDS—S=0.08, Site Class C, C—ss--S = 0.04 V = 3kip EXCAVATIONS, FOUNDATIONS AND BACKFILL 1, All footings shall be carried down to 4" into the undisturbed layer having a minimum bearing capacity of 2 ton per square foot, or shall bear on compacted fill as described in note 10 below. 2. Typical footing excavations will be inspected by the Architect before the footings are cast in order to confirm that the foundation material is adequate to sustain the design bearing pressure. 3. All exterior construction shall be carried down a minimum of 4 feet below finished exterior grade, or bear on ledge, unless otherwise shown on the drawings. CONCRETE 1. All concrete shall conform to the Building Code Requirements for Reinforced Concrete (ACI 318), the Standard Specification for Structural Concrete in Buildings (ACI 301) and local building codes. All concrete work shall be as specified and recommended by ACI field reference manual SP- 15. 2. All concrete shall have a minimum compressive strength of 3000 psi at 28 days. 3. Provide 6% air -entrainment for all concrete. (Optional addition) exposed to earth or weather. 4. All reinforcing bars shall be deformed bars conforming to requirements of ASTM Specification A615, Grade 60. STRUCTURAL STEEL 1. Steel plates and angles shall conform to ASTM A36. Steel wide flange beams (and all other shapes not specifically addressed) shall conform to ASTM A992 (Fy= 50 ksi). Structural tubes shall conform to ASTM A500, Grade B (Fy= 46 ksi). Pipe shall conform to ASTM A53, Grade B or ASTM A501.. WOOD FRAMING 1. All wood construction shall conform to the requirements of the National Design Specification for Wood Construction by the National Forest Products Association and to local building codes. 2. All wood for framing shall be kiln -dried with a maximum moisture content of 19% at the time of dressing. 3. All wood members 2x4 and larger shall have the following minimum structural properties: Fb =875 psi Fv = 75 psi Fc = 875 psi E=1.4x10^6 psi 4. All wood stud bearing walls, exterior walls, and walls greater than 10 feet in height shall be 2x6 at 16" o/c. unless otherwise indicated. In all bearing walls provide a single bottom shoe, double top plate and solid wall bridging at a maximum vertical spacing of 48 inches. 5. All wall studs shall be located directly under floor joists. Provide double studs on each side of all openings, and additional jack studs to support header beams. Form corners with a minimum of three studs spiked together. 6. Continuity in framing shall be provided at all bearing walls in order to transfer the loads to the foundation or other framing. Full depth blocking shall be used in the floor framing under wood posts, bearing walls, and built-up studs to provide full bearing through framing. Double joists shall be used under all partitions running parallel to joist span. 7. All wood headers at bearing walls shall be a minimum of 3-2x8 unless otherwise shown on plans. Wood members used for headers or built-up beams shall not have checks or splits longer than the wide face width. i min MEN 113NEW 0 8. All member to member connections shall be made with joist or beam hangers, and sheet metal post bases and caps as appropriate. Joist hangers, framing clips and other hardware shall be manufactured by Simpson company or approved equal. 9. Refer to the Massachusetts State Building Code Nailing Schedule for nailing and bolting not otherwise specified on the drawings. 10. Do not notch the tops or bottoms of joists in the middle third of the span. Notches in the end thirds shall not exceed 1/6 of the joist depth. Holes drilled in joists shall not exceed 1/3 of the joist depth and shall not be located within 2" of the top or bottom of the joist. 11. Preservative pressure treat wood with Chromated copper arsenite, to a retention of 0.75 lb/cu.ft, for wood exposed to earth or weather, and 0.35 Ib/cu.ft. for wood in contact with concrete, masonry or roofing. I I I 1 I 1 I I I i 1 1 I 1 I 1 #4 REBAR CONT. #4 REBAR CONT. #5 REBAR CONT. TYPICAL STEMWALL FOUNDATION SCALE: 1/2" = 1 -0" EXISTING FOUNDATION -----, ' 8" CONCRETE WALL W/MIN. 4'-0" BELOW GRADE W/20"X10" - - - CONT. CONC. FOOTING ANCHOR BOLTS TO BE 5/8" AT 38" MAX. SPACING. BOLT EMBEDMENT TO BE 7" MINIMUM. WASHERS TO BE 3'X3'Xi/4" THICK. BOLTS TO BE 6"-12" FROM END OF PLATES 0 N - ---- - - -, 16-31/2" +- , o --------------------------- 4 , I 1 , I ° I 71-211 ' '_'Jl EXISTING BASEMENT, 1 1 , ' FOUNDATION 1 1 , i 1 , 1 a 1 I 1 I , i Q i I ' ' I i 1 , 'x l0Cr 1 , � o � CRAWL SPACE w2 LU Q 0 I co p l I :2" CONCRETE DUST COVER O li c) I 1 1 r w rn Lu 1 1 Q_ I ,o I 1= 1 I ,q , ;N ; 1 a° `p - av--- �- Qa -� 4----p sv. • q `.a Q.Q _ t7 Pv+ o D. 1 O i— P Q. o' I. P- o• Q e 16-31/z' 1 1 I i PROPOSED FOUNDATION NOTE: VERIFY NEW FOUNDATION HEIGHT TO EXISTING HEIGHT PER JOISTS SIZE. NOTE: FLOOR BRACING AT ENDWALLS TO BE 4'-0" O.C. (REFER TO PG. 11 SECTION 3.6 OF THE WFCM MANUAL) --------------------------------------- EXISTING FLOOR FRAMING 1 Ij I 1 1 1 1 1 1 1 1 NOTE: FLOOR BRACING AT ENDWALLS TO BE 4'-0" O.C. lRFGFR Tr) P(, 11 CF(:TIOKI'a R l TWP to/G(`RA KAAAII 1A1 FLOOR FRAMING PLAN NOTE: VERIFY NEW FOUNDATION HEIGHT TO EXISTING HEIGHT PER JOISTS SIZE. C) UJ J 2 10 5 U� 0z 0 z iU OZ5 10 z Z W W Q W rr W U z 0 LIJ Cn cc Cc U E LL T co C0 ~V W C 0) It U 00 0 0 LO >� 0� U = J ~ �0 I— rr PLAN DATE: 12-8-22 DRAWN BY: SPB REVISIONS: SCALE: 1 /4"= V-0" UNLESS NOTED 31 r I� 8. All member to member connections shall be made with joist or beam hangers, and sheet metal post bases and caps as appropriate. Joist hangers, framing clips and other hardware shall be manufactured by Simpson company or approved equal. 9. Refer to the Massachusetts State Building Code Nailing Schedule for nailing and bolting not otherwise specified on the drawings. 10. Do not notch the tops or bottoms of joists in the middle third of the span. Notches in the end thirds shall not exceed 1/6 of the joist depth. Holes drilled in joists shall not exceed 1/3 of the joist depth and shall not be located within 2" of the top or bottom of the joist. 11. Preservative pressure treat wood with Chromated copper arsenite, to a retention of 0.75 lb/cu.ft, for wood exposed to earth or weather, and 0.35 Ib/cu.ft. for wood in contact with concrete, masonry or roofing. I I I 1 I 1 I I I i 1 1 I 1 I 1 #4 REBAR CONT. #4 REBAR CONT. #5 REBAR CONT. TYPICAL STEMWALL FOUNDATION SCALE: 1/2" = 1 -0" EXISTING FOUNDATION -----, ' 8" CONCRETE WALL W/MIN. 4'-0" BELOW GRADE W/20"X10" - - - CONT. CONC. FOOTING ANCHOR BOLTS TO BE 5/8" AT 38" MAX. SPACING. BOLT EMBEDMENT TO BE 7" MINIMUM. WASHERS TO BE 3'X3'Xi/4" THICK. BOLTS TO BE 6"-12" FROM END OF PLATES 0 N - ---- - - -, 16-31/2" +- , o --------------------------- 4 , I 1 , I ° I 71-211 ' '_'Jl EXISTING BASEMENT, 1 1 , ' FOUNDATION 1 1 , i 1 , 1 a 1 I 1 I , i Q i I ' ' I i 1 , 'x l0Cr 1 , � o � CRAWL SPACE w2 LU Q 0 I co p l I :2" CONCRETE DUST COVER O li c) I 1 1 r w rn Lu 1 1 Q_ I ,o I 1= 1 I ,q , ;N ; 1 a° `p - av--- �- Qa -� 4----p sv. • q `.a Q.Q _ t7 Pv+ o D. 1 O i— P Q. o' I. P- o• Q e 16-31/z' 1 1 I i PROPOSED FOUNDATION NOTE: VERIFY NEW FOUNDATION HEIGHT TO EXISTING HEIGHT PER JOISTS SIZE. NOTE: FLOOR BRACING AT ENDWALLS TO BE 4'-0" O.C. (REFER TO PG. 11 SECTION 3.6 OF THE WFCM MANUAL) --------------------------------------- EXISTING FLOOR FRAMING 1 Ij I 1 1 1 1 1 1 1 1 NOTE: FLOOR BRACING AT ENDWALLS TO BE 4'-0" O.C. lRFGFR Tr) P(, 11 CF(:TIOKI'a R l TWP to/G(`RA KAAAII 1A1 FLOOR FRAMING PLAN NOTE: VERIFY NEW FOUNDATION HEIGHT TO EXISTING HEIGHT PER JOISTS SIZE. C) UJ J 2 10 5 U� 0z 0 z iU OZ5 10 z Z W W Q W rr W U z 0 LIJ Cn cc Cc U E LL T co C0 ~V W C 0) It U 00 0 0 LO >� 0� U = J ~ �0 I— rr PLAN DATE: 12-8-22 DRAWN BY: SPB REVISIONS: SCALE: 1 /4"= V-0" UNLESS NOTED 31 r I�