The URL can be used to link to this page

Home My WebLink About40 Salt Marsh Lane - General Notes & Details 2ti 4" EXP. JOINT AROUND COL. FIN. FLOOR wQ W J o. wQ N J a- SEE TYPICAL DETAIL FOR REINF. SEE PLAN TYPICAL COLUMN P SCALE:2„=1 SEE FNDN PLAN FOR TOP OF CONC. BEARING SURFACE ELEV. F- o. w x Q U w X LJO I- < n n: a, a� •ILII •- .nr� aV 3" CE COL. _ SEE TYP COL. BASE SETTING DETAIL 6x6 WWF (TYP) w Z ws VAPOR BARRIER COMPACTED GRANULAR FILL y" 0 ANCHOR BOLTS DETAIL CL COLUMN BASE PLATE (SHOP WELD TO COL) 4" LEVELING PLATE TO MATCH SIZE OF BASE PLATE i" NON -SHRINK GROUT MIN. i" 0 xt'-3" ANCHOR BOLTS (SEE TYPICAL DETAIL FOR NUMBER OF BOLTS) .TYPICALCOLUA4N BASE SETTING D TAIL SCALE: 4" =1'- " STRUCTURAL NOTES 1. All structural work shall be coordinated with the architectural design plans and shall conform to the following governing standards: A) The Massachusetts State Building Code, sixth edition, and all other agencies having jurisdiction. B) ACI "Building Code Requirements for Reinforced Concrete." (ACI 318-02) C) The Code for Welding in Building Construction by the American Welding Society (AWS D1.1) D) AISI Specification for the design of Cold Formed Steel Structural Members. E) The Timber Construction Manual, 4th edition, American Institute of Timber Construction. F) The National Design Specification for Wood Construction, latest edition. 2. All construction is to conform to the Massachusetts State Building Code and all applicable product and design standards. Absence of specific items from these drawings does not infer that the Contractor is relieved from the statutory code requirements. 3. All materials and methods of construction shall conform to the approved rules and standards for materials, tests, and requirements of accepted engineering practice as listed in Appendix A of the Massachusetts State Building Code. 4. The Contractor shall verify all dimensions and conditions in the field prior to commencing work. Any discrepancy between what is shown on the drawing and actual field conditions shall be reported back to the engineer before proceeding with any work. 5. Design Vertical Live Loads: Attic Floor Load - 20 psf Floor Load (Sleeping Rooms) - 30 psf First Floor Load (Not Sleeping Rooms) - 40 psf Exterior Deck Load - 60 psf Snow Load - 25 psf 6. Design Lateral Loads: - Wind Load: Zone - 3; Exposure - C Reference Wind Pressure - 21 psf FOUNDATIONS 1. Assume maximum safe soil bearing pressure - 4,000 psf. 2. All footings are to be placed on natural undisturbed material or compacted granular fill. Subsoil bearing strata shall be free from all vegetation, loam and organic material. 3. All footings shall be placed on a 4" layer of crushed stone compacted to 95% Standard Proctor Density. 4. Slabs on grade shall bear on natural undisturbed soil or on controlled compacted fill. Remove existing fill material where necessary and replace with clean granular fill compacted in 6"-8" layers to obtain 95% standard proctor density at the optimum moisture content. CONCRETE 1. Concrete mixture, form -work, delivery and placement shall conform to all requirements of ACI 301 (latest edition), unless otherwise noted. 2. Concrete materials shall be: Type 1 or 2 Portland cement, sand and gravel aggregates. Concrete shall be air -entrained per ACI recommendations. Concrete compressive strength, (f'c) in 28 days, when tested in accordance with ACI 318-02, shall be as follows: All concrete work - 4,000 psi 3. All mixing, transporting, placing and curing of concrete shall be done in accordance with the recommendations c: the American Concrete Institute, 4. Reinforcing steel shall be deformed bars conforming to ASTM A615, grade 60, except where noted. No. 3 bars may conform to ASTM A615, Grade 40. All reinforcing bars welded to a steel section should be of welding grade 40. 5. Welded Wire Fabric (WWF) shall conform to ASTM A185 with a minimum tensile strength of 70,000 psi. 6. Reinforcing steel shall be placed to provide the following minimum concrete cover (see section 7.7 ACI 318-02 for conditions as noted): Footings - 3" Slab on Grade - 1" top Grade Beam - 14" top, 3" bottom Piers - 2" 7. Sill plate anchors to be ASTM A307 bolts embedded into top of concrete foundation wall at maximum spacing of 4' on center, unless noted otherwise. Anchors shall have minimum embedment of 8" into concrete and shall have 90' hook unless noted otherwise on plans. B. Column anchor bolts are to be furnished and installed according to design plan. All column anchor bolts shall be set by template. 9. All continuous reinforcement shall hove Class "B" splices (ACI 318-02, Section 12.15) unless noted otherwise. 10. All lap splices In WWF should be on mesh plus two Inches. FRAMING LUMBER 1. All framing lumber shall conform to the latest edition of the NFPA "National Design Specification for Wood Construction and supplement "Design Values for Wood Construction", latest edition. Maximum moisture content shall be 19X 2. All exposed wood members used for structural framing, decking, stairs, rails, bracing, etc. shall be pressure treated with ACO preservative, or approved equal, to minimum detention of 0.6 PCF in accordance with AWPA C3. 3. The framing lumber shall be of the following minimum grade and species for the specified use. All lumber shall be grade stamped by a recognized grading agency and shall be surface dry. DIMENSIONAL LUMBER For Exposed Pressure Treated Member -floor joists & beams #2 Southern Yellow Pine Fb = 975 psi, E = 1.44E6 psi -timbers and posts #2 Southern Yellow Pine (5x5 & larger) Fc = 525 psi, E = 1.2E6 psi For Non -exposed Members** -floor joists & beams #2 Spruce Pine Fir Fb - 875 psi, E - 1.4176 psi -studs #2 Spruce Pine Fir - Fc = 1150 psi, E = 1.4E6 psi -timbers and posts #2 Spruce Pine Fir (5x5 & larger) Fc = 500 psi, E= 1.OE6 psi (*Design values adjusted only by Cm) (**Design values not adjusted) 4. Details of wood framing such as nailing, blocking, bridging, firestapping, etc. shall conform to the latest edition of the National Design Specification, and the Timber Construction Manual 5. Stud bearing walls are to be 2x4 ® 16" o.c. at the interior and 2x6 @ 16" o.c. at the exterior. 6. All metal hangers, connectors fasteners, etc. securing ACO pressure treated lumber shall be triple Z -max galvanized or stainless steel. SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION 1. Elevations shown are referenced to National Geodetic Vertical Datum (NGVD). See site plan by Down Cape Engineering Company for benchmark datum reference. F -=v F= f_`_O^_15-O005 0 Tc+ of Yormouth Flood Zone A.12 Elev. - 11.0" 2. Special provisions for Coastal Construction shall be In accordance with the recommendations found in the "Coastal Construction Manual" as published by the Federal Emergency Management Agency (FEMA -55). 3. The building structure and components shall be adequately anchored to the foundation to prevent floatation, collapse, and/or lateral movement. 4. The entire building structure is to be tied together at act as a continuous, integral unit using joist anchors, metal ties down strops, well nailed plywood sheathing, bolts through beams and piles, etc. 5. Galvanized metal joist anchors and tie sown straps shall be as manufactured by Simpson Strong -Tie Co. or approved equal and shall be installed at each roof rafter, floor joist connection, and wall stud connection. 6. All steel members, connections, connectors, etc. shall be hot dipped galvanized. All metal connectors must be routinely inspected and maintained over the serviceable life of the structure. 7. All holes, machine areas,' and cuts to lumber made in the field shall be liberally brushed with a solution of copped nopthenate containing a minimum of 2% metallic copper in solution in accordance with the AWPA Standard M-4. 8. All items shall be rigidly anchored or attached, square, plumb and true, or on other planes and shapes shown on the drawings. Joints shall be tight, even and free of offsets. All surfaces shall be sanded, filled or otherwise prepared to receive finish where indicated. 0:1 IO2M11t91aliv! O.F. Outside Face (of bldg/masonry) E.F. Each Face E. W. Each Way I.F. Inside Face T.O.C. Top of Concrete T.O.W. Top of Concrete Well T.O.P. Top of Concrete Pier T.O.F. Top of Footing T.O.GB. Top of Grade Beam T&B Top and Bottom E.E. Each End E.S. Each Side M.O. Masonry Opening STEEL 1. Structural steel rolled shapes shall conform to the following ASTM designations: ASTM A36 All steel base plates, angles, channels and misc. framing members, unless otherwise noted ASTM A307 All other anchor bolts unless noted otherwise ASTM A53 All round pipe sections Gr. B 2. Grout used under column base plates should be ofthe non -shrinkable variety with a minimum compressive strength of 5000 psi in 28 days. 3. All welding shall conform to the standard of the American Welding Society (A.W.S.). 4. Electrodes for all field and shop welding shall conform to ASTM A233 (class 70). Allweldsnot shown shall be AWS minimum. OASTAL OMPANY, IN uiberry Hwy. Orleans, MA 0 1.6511 Fax 508255.6700 AW11 N I , SEAL E Edi Q � co �Iy F -I W �4� U F Er a cv to SCALE AS NOTE LATESTREVISION DATE 6191( DRA WN BY .11 CHECKED BY Ss5 M 5 OF 5 SHEETS PROJECT NO. 61 C16286.1