1678 Atlantic Beach_ RESA25-0011 Structural 5-27-25S0PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECKAND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITELEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALLOTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION.ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY.NotesDrawing No.-RevisionDateScaleDrawn byRevisionsDateNo.__ClientJob TitleDrawing Title_EXTERIOR RENOVATION1678 ATLANTIC BEACH DRATLANTIC BEACH, FL 32233WOODCOCK HOMES5/18/2025MAFGENERAL STRUCTURAL NOTES:All work shall conform to the 2023 8th edition of the Florida Building Code and Existing BuildingCodeDESIGN LOADS:- Roof Live Load 15 psf· Roof Dead Load 5 psf· Floor Live Load 40 psf· Floor Dead Load 15 psf· Ultimate Wind speed (Vult) 130 mph, Exposure B, Risk Category II· Nominal Wind speed (Vasd) 101 mphADDITIONS AND REMODELS OF EXISTING CONSTRUCTIONVerify in field (VIF.) all existing (EXIST) construction and dimensions noted on plans prior to constructionand notify Level Engineering and Architect of any discrepancies in writing. ·The Engineer's seal applies only to the structural components of this document. The seal does notinclude construction means, methods, techniques, or safety precautions, which shall remain the responsibilityof the contractor.·All shoring of existing construction is the responsibility of the contractor. Any shoring shown on theplans is conceptual only.·Observations of foundation reinforcing or framing required by the Owner, lender, insurer, buildingdepartment or any other party will be accomplished by the engineer at the Owner's expense. At least 48 hoursadvance notice is requested.WOOD FRAMING:·All framing and details not specifically specified shall comply with the prescriptive (non-engineered)requirements of the International Residential Code.·Sawn Lumber and Timbers:·All wood load bearing components to be #1 SYP or equal; Non load bearing components may beSPF (utility grade or better)·All exterior lumber shall be #1 SYP or equal.·All lumber in contact with ground, masonry or concrete shall be SP pressure treated or naturaldurable wood.·Plywood and OSB Sheathing:·All plywood and oriented strand board (OSB) sheathing shall be engineered grades with APA gradestamp indicating appropriate maximum spacing of supports.·Exterior Wall sheathing: 15/32" CDX plywood or 7/16" OSB, APA 24/16, all edges blocked andnailed.·Roof sheathing 19/32” minimum thickness supported over 24” maximum span.·Minimum nailing shall comply with IBC Table 2304.9.1 or IRC Table R602.3(1) except where moreor larger nailing shown on drawings. Alternate attachments size and spacing shall comply with IRC TableR602.3(2)·Wall, Floor, and Roof Framing:·All wood framing shall comply with the latest NDS edition for wood construction.·All wall studs shall be continuous from floor to floor or from floor to roof.·Interior load bearing walls, U.N.O., shall be 2x4 SPF or SP #2 or equal at 16” O.C. max.·Exterior walls, U.N.O shall be 2x4 minimum SPF or SP #2 or equal at 16” O.C. for walls 9'-5” orless·Install blocking at all wall studs over 8'-0” at mid-height.·All beams and headers shall be braced against rotation at points of bearing and shall be a minimumof (2) ply U.N.O.·At built-up stud columns, nail all laminations with 16d @ 12" full height, staggered.All columns must have a continuous load path to foundation.WOOD FRAMING: HARDWARE, CONNECTORS, AND FASTENERS:·All screws, nails and bolts shall comply with American Institute of Timber constructionrequirements and shall match material and coating of hangers and other connectors. DO NOT mixstainless steel with galvanized products. All nails exposed to the exterior shall be galvanized.·FASTENERS:·Nails in roof, wall, and floor sheathing, as well as nails designated as “8d” nails on plan, shall be 8dring shank gun nails (0.113” diameter x 2 ½” long) unless noted otherwise. Nail all sheathing with8d @ 6”/12” minimum unless noted otherwise.·Framing nails in 2x lumber shall be 12d common nails (0.131” diameter x 3 ¼” long) unless notedotherwise. These nails are commonly referred to as “short sixteens” or “16d gun nails”. Nails calledout as “16d” on plan shall be 12d common nails except as noted below or on plan:·SDS SCREWS -1/4" screws with length indicated, per SIMPSON STRONG TIE. NOSUBSTITUIONS.FOUNDATION:·Foundation is designed based on presumptive safe minimum allowable soil bearing pressure of 2000PSF; the contractor shall verify the minimum bearing capacity prior to footing placement.·Grading, soil, and foundation construction shall comply with the requirements of the geotechnicalreport and the Florida Building Code.ANCHORAGE:·Sills or plates resting on concrete or masonry shall be pressure treated lumber. Cast-in-place bolts shallbe 12" diameter, embedded 7". Use 10" long anchor bolts at 2x plates U.N.O. Anchor bolts shall be fullbody and have cut threads or nominal diameter rolled threads. 3"x3"x0.229" plate washers shall beused.·Expansion anchors in concrete shall meet the requirements of ACI 355.2. Pre-approved expansionanchors shall be: Simpson Strong-bolt 2.·Adhesive anchors in concrete shall meet the requirements of ACI 355.4. Pre-approved screw anchorsshall be Simpson Set-XP or Simpson AT-XP.·Screw anchors in concrete shall meet the requirements or ACI 355.2. Pre-approved screw anchors shallbe Simpson Titen HD and can only be installed in dry, interior, or non-corrosive environments. Notintended for exterior exposed applications.·Bolt holes shall be 116" maximum larger than the bolt size. Use standard cut washers under bolt heads ornuts against wood.Connection hardware shall be Simpson Strong-Tie.CONCRETE:·Operation, installation and procedures to comply with ACI 318 and ACI 332 Standards.·Minimum compressive strength (f'c) of 2500 PSI at 28 days U.N.O.·Steel reinforcement shall comply with the requirements of ASTM A615, A706, or A996 and have aminimum yield strength (fy) of 40,000 PSI (Grade 40)·Concrete shall be mixed and delivered IAW requirements of standard specs for Ready-mix concrete(ASTM C94) or concrete made by volumetric batching and continuous mixing (ASTM C685)Verify in field (VIF.) all existing (EXIST) construction and dimensions noted onplans prior to construction and notify engineer of any discrepancies.The Engineer's seal applies only to the structural components of this document. Theseal does not include construction means, methods, techniques, or safety precautions,which shall remain the responsibility of the contractor.A-FRAMEENGINEERING
N···N····S1R111/12/2024PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECKAND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITELEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALLOTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION.ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY.NotesDrawing No.-RevisionDateScaleDrawn byRevisionsDateNo.__ClientJob TitleDrawing Title_EXTERIOR RENOVATION1678 ATLANTIC BEACH DRATLANTIC BEACH, FL 32233WOODCOCK HOMES5/18/2025MAFA-FRAMEENGINEERING