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HomeMy WebLinkAboutNOTES - 06-00539 - 496 Woodbridge St - New SFRSo��,fo�k �gl� �ro�p � `�6 00539 ReXb,�,to 496 Woodbridge- 208-356-4488 Noble Creek Homes GENERAL NOTES All work shall be consistent with the —best practices of ' he trades involve4 and conform"to the 20031 RC. : Owner/Contractor or sub -contractor shall verify plans, dimensions and any work or construction. Any footing or foundation re -design shall be performed by a registered professional engineer. Roof truss and/or beam manufacturer shall provide shop drawings showing recommended design. Design loads per applicable local codes and connection details signed and sealed by a registered professional engineer. Forced air heating. All ductwork shall be located above basement ceiling line whenever possible. Size main hvac trunk -line to allow a T-O" minimum finish ceiling in basement areas ducts pass through per [PC R305. Furnace shall not be used prior to completion Of house unless approved by owner. Owner/Contractor shall assure that all duct registers and furnace are clean and free of construction materials. Provide waterproof sheetrock in tub, shower and laundry areas per IRC R307.2. Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3. Case and (jamb all finished door openings. Interior and/or exterior railings required at porch or landing will conform to IRC R312. Engineered joist floor systems shall be installed per manufacturer specifications. Provide proper gutter systems over all walks, driveways, porches or decks as indicated on plans. Install 6" of clean gravel in all window wells. Finish grade the lot to slope a minimum of6" in the first 10 feet away from the foundation, then minimum 2% thereafter per IRC R401.3. Mix, place, consolidate and cure all concrete per IRC R403 & R404. All smoke detectors shall be 110V main power with battery backup. All detectors to be connected for simultaneous alarm. Smoke alarms per IRC R313. Dimensions are to framed walls without sheetrock unless specified otherwise. f Southfork Design Group L�LC Rexburg, ID 208-356-4488 4 FOUN DAT10N NOTES " All footings shall bear on undisturbed soil or compacted fill capable of supporting a minimum design bearing pressure of 1500 PSF. Footing elevations shown on the foundation plan, shall be lowered as required to obtain the required design bearing pressure. Unless noted otherwise, the bottom of all exterior footings shall be placed 6" below local frost depth: the bottom of all interior footings shall be placed 12" minimum below interior finished grade. Concrete foundation shall be cast in accordance with the requirements of MC Section R402. Slab on grade construction shall be in accordance with IRC R506. STRUCTURAL NOTES The structural drawing shall be used in conjunction with the drawings ofall other disciplines and the project specifications. The contractor shall verify the requirements ofthe other trades as to sleeves, chases, hangers, inserts, anchors, holes and other items to be placed or set In the structural work. The Owner/Contractor shall be responsible for complying with all safety precautions and regulations during the work. The engineer will not advise on nor issue direction as to safety precautions and programs. The structural drawings herein represent the finished structure. The Owner/Contractor shall provide all temporary guying and bracing required to erect and hold the structure in proper alignment until all structural work and connections have been completed. The investigation, design, safety, adequacy and inspection of erection bracing, shoring, temporary supports, etc. are the sole responsibility ofthe Owner/Contractor. The engineer shall not be responsible for the methods, techniques and sequences of procedures to perform the work. The supervision ofthe work is the sole responsibility of the Owner/Contractor. Drawings indicate general and typical details of construction. Where conditions are not specifically shown, similar details of construction shall be used, subject to approval by the engineer. Loading applied to the structure during the process of construction shall not exceed the safe Ioad-carrying capacity ofthe structural members. Do not apply any construction loads until structural framing 15 properly connected together and until all temporary bracing is in place. Southfork Design Group LZC Rexburg, ID 208-356-4488 All ASTM and other references are per the latest additions ofthe standards, unless otherwise ` noted. WOOD FRAMING NOTES All wood framing material shall be surfaced dry and used at 19% maximum moisture content. All stud and wall fr-aming shall be No. 2 grade Doug Fir. All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted otherwise. All framing exposed to the weather or in contact with masonry or concrete shall be pressure treated in accordance with the American Wood Preservers Association Specification where possible. Provide LVL header beams ofthe same size as joists or rafters to frame around openings in the plywood deck unless otherwise indicated. BOIL -holes shall be carefully centered and drilled not more than 1116" largerthan the bolt diameter. Bolted connections shall be snug but not to the extent ofcrushing wood under washers. Prefabricated metal joist hangers, hurricane clips, hold-down anchors and other accessories shall be as manufactured by "Simpson Strong -Tie Company", or approved equal. Install all accessories per the manufacturer's requirements. All steel shall have a minimum thickness of 0.04 inches (per ASTM A446, Grade A) and be galvanized (coating G60). Holes and notches drilled or cut into wood framing shall not exceed the requirements of IRC R600. All plates, anchors, nails, bolts, washers and other miscellaneous hardware permanently exposed to weather shall be hot dip galvanized. Sheathing of floors, walls and roofs shall be in accordance with IRC R500, R600 and R800.