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Home My WebLink About1306.97.1GENERAL NOTES & DESIGN CRITERIA This plan was designed and drafted by Design Baso, Inc., to meet average rorhditions and codes in the State of Nebraska at the time 4 was designed. This plan was also designed for seismic zone 1. Because codes and requraements can change and may vary from Jurisdiction to jurisdiction, Design Basics, khc. cannot warrant compliance with any Weak code a reregg Consult r local building official to determine the suitability of these plans for your specific site and application. The plan can be adaptedr local = codes and requirements, but also, it is the responsibility of the pxchaser ardor builder of this plan to see that the structure is bulk In stud cornpliance with all municipal codes (city, county, state and k". The punk ardor builder of this plan releases Design Basics, Inc., its dwelholders, , direc tm ofters, and employees from any claims or lawsuits that may arise during the construction of this atru ctu a or anytime thereafter. Floor 40 psf. live bad Roof 30 psf. five bad Ceiling: 10 psf. live load 15 pst dead load 10 psf. dead load 10 psf. dead bad Soli bearing Capacity - 2000 PSF Lure bads, dead loads, wind bads, snow loads, lateral bads, seismic zorbng and any specialty loading conditions will need to be confim*d before construction and a*ntn tents to plans made accor�ngfy. See your local boding Is for verification of your specific bad data, zoning restrictions and site Conditions. CONCRETE AND FOUNDATIONS: All slabs on grade shall be 3000 PSI (26- day compressive strexgt concrete , unless noted otherwise. All slabs on grade shall bear on 4" conp� grain& fill with 6x6 - W1.4 x W1 .4 welded wire mesh (wwm), unless noted otherwise. Interior slabs shall have 6 rral. poiyet ** *vapor bonier undemeath. Provide proper expansion and control fonts as per local requirements. Foundation concrete walls shall be constructed with: A Grade N, type 1, Hollow tore load bearing concrete masonry units. B Grade N, type 1, specialty shapes load bearing concrete masonry units as required C Type "N" mortar. D Provide contirxlous horizontal joint =bw with 9 gauge wire every other course. Reinforcing rust conform with your ut Mquimments. 136" x 36" x 18" concrete pads to have 3 05 rods each way. All 48" x 48" x 18" cortcrebe to have �4� 05 rods each way. Foundation walls are rat to be badcfified until property braced. Verify depth of frost footings with your local codes. Prude bemiite protection as by HUD minmum roperty standards. Lateral support in basement wail to C063W of (1).5 r in the filled cares of the concrete blocks. Fouxtdabon bolts must be anchored to s� plate with 12" bolts embedded 15' in filled cores. ROD & BOLT SCHEDULE. EXTERIOR FILL ROD SPACING BOLT SPACING 0" to 3'-8" None required T-0" o.c F; " 1 -7" to T-T 48" o.c. 48" o.c. in filled core v T -1' to T-0" 32" o.c. 32" o.c. in filled core Over T-0" Additional engineering may be required M� Y STEEL: . s � �, a A . All strudoxal steel for beams and plates shall with ASTM A -36. F E, All structural steel for steel columns shad�roy ASTM specification Grade B or A -501. All ii steel for concrete shall witll ASTM speaficatim A�15 Grade 60. Provde (1) rod n EkJShned cores under pockets. a &a Steel columns are to be 3" 1.D. (inside diameter) unless noted otherwise. .r 3F FRAMING MEMBERS: Unless noted otherwise, all framing limber shah have the bfiovg dterecieristics: Fb =1,000 psi Fv =15 psi E =1,400,b00 psi Contractor b confirm the s¢e, and stress dwacleristics of all framing and structural members to meet your local code requirements. Any structural or framing membe not indicated on to plan are to be sued by contractor. Double floor joists under all partition wads, unless noted otherwise. All Waxing is assumed to be 3/4" thidc All exterior wads are dimensioned to outside of 12" rigid insu*ion. All exterior wads are 4" (3111" stud plus 1/1" rigid insulation), AN interior wafts are 3112" unless otherwise shown. CahAated dimenaiona take precedence over scaled dimensions. All walls are 9 -1 1/8" high unless othernise noted or irnplied. All angled walls on 1ba pons are at 45 degree angle, unless otherwise noted. Unless noted otherwise, above all openings that are: 1 Load bearing and less than or equal to 3 R ........... use 44. 2 Load b" and more that 3 R ............................ use (2) 2x12 wI11T Plywood between. 3 Non-load bearing and less than or equal to 6 R .....use 4x6. 4 Non -load b" and more than 6 R .................... use (2) 2x12 w1112" Plywood between. AN exterior openings use (2) 2x12 WIT Plywood between. hem to be engineered by truss manufactim acoor" to the loading indicated on this plarL All exterior comers shall be braced in each direction with let-rn bracim or Plaice (1) row of 1" x 3" aoss- bridging on all spans over 8'-0" androws of 1 w x mss- bridging on all spans over 16-0". Collar ties are to be spaced 4'-0" o.c. All purfins and kickerz are to be Ws, unless noted otherwise. Any hip or valley rafters over a 28'-0" span are to be Laminated Veneer Lumber (1-N.L). MISC. NOTES: Prefabricated fireplaces and Mies are to be U.L approved and installed as per manufacturers specifications. All mallanals�s tes and equipment to be installed as per manufacturer's specifications and as per local codes and requirements. 112" water lit drywal wound showers, tubs and whirlpools. 112" drywall on interior walk and callings. ST type "X" fire code drywall on garage walls and ceilings Wkhdows are tailed out by glass sme only. Windows, it not noted, are assumed to be casements. s. Cor mn window s for your local egress requirements and minimum light and ventilation requirements. Headroom at stain shall have a minimum clearance of 6-8" high. Provide proper handrails at slaws as per local code. The mechanical and electrical layouts are suggested only. Consult your mechanical and electrical contractors for exact specifications, locations and sizes. �1�g flue to rear of ridge as necessarryy. Note: Provide wlnng for all electrical appliances, mechanical equipment and whirlpools as per manufacturers specifications. All air condiborw may vary depending on restrictive covenants and codes. Typical unless noted otherwise on drawing are as follows: On pitches of 41 2 - 5112 - 6/12 = 24" overhang 9/12 = 14" ovefiang 8112 = 16" overhang 10112 -11112 - 12/12 = 12" overhang 1112 = clearance gran arig Note: Adjust overhangs b provide clearance r windows to open. Adjust overhangs to maintain a cortsisternt level when the plans call for (2) ditrw# pitches at a hip. Mina alterations to this plan can be made by builder. Please contact our drafting depa tTwit for information and price quotes 9 m* changes are required. Design Basics, Inc. determines finished square �agee by measuring to the outside of all walls. We include. interior fireplaces and every location in which the floor joists ffWd from the W&bon. We do not Include.- window boxes where the floor joists do not project from the foundation; 24" entries-, exterior fireplaces; garage-, decks-, patios-, porches-, unfinished storage areas,- basements or any other unfinished areas. SYMBOLS 12 FLUORESCENT LIGHT + - - -- TRACK LIGHT wood I r OrTTP. UNO( R COUNTER LIGHT OF U 8 1 OMIT L' IV FILie E Duc t R ROOT I' I tCh I�at 10 i or th PADDLE FAN /1_ I GH T F I X TURE _ or wail I Ceiling CEIL ,,, , , to Concrete Masonry Unit Inslllat ion SMOKE DETECTOR (WALL ) — Detail Callout SMOKE DETECTOR (CEILING) -. Cr anu I or or S3 THREE —WAY SWITCH Minimum 3 "x3" F Sec t i (xI NurTt>er PPoiye roil on Coocr e t e EXT. Detai l W /Height MAX SO lid Bearing L Olrection of Section Or as required Finished MBR. Master Bedroom RAFTS BrICk (x FIXT. Fixture �] Lit 1arP i (xTtage Stone SiIICOCk 12 FLUORESCENT LIGHT + - - -- TRACK LIGHT -T - UNO( R COUNTER LIGHT OF U EXHAUST FAN L' IV FILie E Duc t R ROOT I' I tCh I�at 10 i or th PADDLE FAN /1_ I GH T F I X TURE v v or CLG Ceiling CEIL PADC)LE F AN 8112 Concrete Masonry Unit �B. SMOKE DETECTOR (WALL ) F IOOr Drain SMOKE DETECTOR (CEILING) -. Cr anu I or or S3 THREE —WAY SWITCH 80 Ceiling Pattern Gravel tail PPoiye roil on EXT. Detai l W /Height MAX Maximum Ow Cal lout Radius FiN. Finished MBR. Master Bedroom RAFTS Batt lnsulat IT)() FIXT. Fixture Roof L Dover Microwave window Cni lout I ELECTRICAL LEGEND J H- 110 V. OLITLFT (Z�r__ HALF SWITCHED 110 V DUTLFI 220 V. OUTLET �wr WFATHFRPROOF 110 V. OUTLET GROUND FAI11 i 110 V. OU TLFI '- FLOOR 110 V. OUTLET SURFACE MOUNT LIGHT RFCFSSED CAN IIGHT WALL MOUNT LIGHT PC PUt. L -CORD SURF ACE MOON T I. I GH T LJ THERMOSTAT rte' CHIMES l� TELEPHONE 4#?f HEAT LAMP AFLOOD LIGHT X_ FLUORESCENT LIGHT + - - -- TRACK LIGHT -T - UNO( R COUNTER LIGHT OF U EXHAUST FAN L' IV EXHAUSI FAN /LIGHT COMB. c� /T Between CANT. PADDLE FAN /1_ I GH T F I X TURE v v Calling Joist CLG Ceiling CEIL PADC)LE F AN C/ v Concrete Masonry Unit �B. SMOKE DETECTOR (WALL ) O$ SMOKE DETECTOR (CEILING) S TWO -WAY SWITCH S3 THREE —WAY SWITCH Sq FOUR —WAY SWITCH I NOTE, WIRE SMOKE DETECTORS IN SERIES ' ADJ Adjustable AWN. Awning BLDG. Building BSMT. Basernom BTM. Bottom BTW. Between CANT. Cantilever C.J. Calling Joist CLG Ceiling CEIL Ceiling C.M_U. Concrete Masonry Unit CONC. Concrete DBL. Double D.H. Double Hung DIA. Diameter DiSK Dishwasher Al3i3RliVIATIONS DN, Down INSUL Insulation OPNG. Opening TRAP. DRY. Dryer INT. Interior P.C. Pull Cord Washer EA Each JST. Joist PICT. Picture W.W.M. ENT Entertainment L.V L. Laminated Veneer Lumber POLY. ne EXP. Exposure LIN. Linen PROD. PPoiye roil on EXT. Exterior MAX Maximum RAD. Radius FiN. Finished MBR. Master Bedroom RAFTS Rafters FIXT. Fixture MICRO. Microwave REFRIG. Refrigerator F.J Floor Joist MIL .001 inch RM. Room FLUOR. Fluorescent MIN, Minimum SEC. Second FTG. Footing MISC Misoerlaneous SHWR. Shower GALV Galvanized M.O Masonry Opening S.L Side Lite GARB. DISP. Garbage Disposal NO. Number STA. Stationary G. & N. Glued b, Nailed N.T.S. Not To Scale STD. Standard G.L.L. Gas Log Lighter O.C. On Center STL. Steel 2W HDR. Header O.H D. Ovefiead Door STRUCT. Structural 4W T.C. Trash Compadon T. 6 G. Tongue & Groove TRANS. Transom TRAP. Trapezoid U.L. Underlayment UNEX. Unexcavated WASH. Washer WD. Wood w. r. Wide Flange W.H. Water Heater W.W.M. Welded Wlre Mesh At C Center Line Line W1 With Two Wide 3W Three Wide Four Wide 8 Diameter