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Home My WebLink About0286.95.2GENERAL NOTES AND. DESIGN CRITERIA no plan was designed and draped by WSW wim. ft., to meet average Midi - bons and cam rn the State of Nebraska at ft finite A ties deswad. Tails on was *o designed in seismic aorta 1.8ecaete eodee and requirements can d" and may vary from Waftflion 10 jurisdiction, Design 8atlacs, hic. canal wvraM com- pliance wilt any specific code or regulation Consult your local bu" official to determine Nte suitability of those plants for your specific so and appkcabon. This plan can be adapted to your local building codes and requiements, but also, d is ft respora6dily of tM purchaser and/or budder of this plan to see that the structure a built in slrict comphance with all governing municipal codes (city, county, state and federal). The purchaser and/or budit of Ito plant releases Design Basics, Iric., its share- holders, dinoors. officers and employees from any runs or lawsuits that may vise during the construction of this sfructure or anytime thereatter DESIGN 101101: • Floor 40 Ibs Ware load Root 30 lbs. We bad 15 Ili& dead bad 20 lbs dead bad • Sod bearing Caitaciity - 2000 PSF • Live loads, dead bads, wind bads, snow bads, lateral bads. seismic zoning and any specialty loading conditions will need to be confirmed before construction and aidjustmertts to plans made accordingly See your local building officials tot vaibcattiont of your specific load data, zoning restrictions and site conditions. CONCHM AM FOUMATpNi: • N slebe on grade shall be 3000 PSI (28 -day compressive strength concrete), wtesa matted otherwise. • Alt slabs on grade shad bear on 4" co ripa t ed gn nulat fill with 64 - 1 Ox 10 welded wine mesh (wwm). unless noted otherwise • h ll rior stabs shall have 6 mil, polyethylene vapor barrier underneath. • Provide proper expartsiort and control pints as per local requirements. • Foundation concrete walls shall be constructed with A) Grade N, type 1, Hollow core bad bearing concrete masonry units 8) Grade N. type 1, specialty shapes load bearing concrete masonry units as required. C) Type "M" mortar. D) Provide continuous horuontal part reinforcing with 9 gauge wire every third course. E) Reinforcing anise conform with your local building requirements • N 36 "xWx18" concrete pads to have (2) 14 rods each way • Foundation walls are not to be backhlled until Crouse is completely trained and roof of soucture is in place. • Verily depth of host footings with your local codes • Provide Wirrute piolection as required by HUD minimum property standards • lateral support in basement walls to consist of (1) 05 rod in the lilted cores of In concrete blocks • Foundation bolts must be anchored to silt plate with 1/2" bolts embedded 15" in filled cores. R00 i 9KT SCWOM: EXTERIOR FLL R00 =PACING BOLT SPACING Cr to 3'-0" Nonce required t,' 0" o c. X -7' to 6'-0' 48' o.c. 48" o c. in filled core 6'-1" to 7'-0' 3Y o.c. 32" o c. in filled core Over 7'-0" Adddtonal engineering may be required ZTEEI_ • N st oulral steel for beams and plates shag comply with ASTM specification A -36. • N strucWral Wel for steel columns shall comply with ASTM specification A -53 Grade 8 or A -501. • N reinforcing steel for concrete shall comply with ASTM specification A -615 Grade 60. • Provide (1) 05 rod in slushed cores in beam pockets. • Steel colunxts are to be 3' 10 (inside diameter) unless rated otherwise. SYMBOLS Oe�ail NualOer AM T&Mu VWM Sheol N1Mri0ef Section NaebsrAAW Shell Number 1 Direchont of sow Square Foolep Soppy Ail (Floor) Pattern $1wp+y Air (Ceibrtg) N i>!I WhleiplN DMaM FRAIAl1181AEMBERS- • Unless noted otherwise, all framing lumber to be Hem Fir 12 or better • Crattlrxtur to confirm the size, spacing and species of all framing and structural mambas to meet your focal code requirements. • Any structural or framing members not indicated on the plan are to be sized by contractor. • Double floor gists under all partition walls, unless noted otherwise • AN exterior wags are dimensioned to outside of 112" rigid insulation. • All interior walls are dimensioned from stud to stud. • All exterior wags, irtdcdinq garages, are to have 112" rigid insulation. • Calculated dimensions take precedence over scaled dimensions. • All wafts are 8'-0" high unless otherwise noted or unphed. • AN angled wags on Moor plans are at a 45 degree angle, unless otherwise noted • Unless noted otherwise, above all openings that are (1) Load bearing and less than or equal to 3 ft use 46 Doug Fu. (2) Luabearutq and more Than 3 n use (2) 2x12 Douq Fir w/ 112" Plywood between (3) Non -toad bearing and less than or equal to 6 ft use 46 Doug Fu (4) Non -load bearing and more than 6 h. use (2) 2x12 Doug Fu w/ 112" Plywood between (5) All exterior openings use (2) 2x12 Doug fir w/ 112" Plywood between • AN trusses to be engineered by truss manufacturer according to the loading indi- cated on this plan • Place (1) row of 1'x3" cross -bridging on all spans over 8'-0" and (2) rows of t "x3 "crass bridging on all spans over 16" -0° • Collar ties are to be spaced 4' -0" o c. • All purhns and kickers are to be 24's, unless noted otherwise • Any hip or valley rafters over a 28'-0" span are to be laminated Veneer Lumber (LVL) MISC. NOTES: • Prefabricated fireplaces and flues are to be 11 L approved and installed as per manufacturer's specifications • All materials, supplies and equipment to he installed as per manufacturer's spec- ifications and as per local nodes and requirements • 112 " water - resistant drywall around showers, tubs and whirlpools • 1/2" drywall on urlerror walls and ceilings • 5 %8" type "X" hie code drywall on garage walls and ceilings • Windows are called out by glass size only • Windows, if not noted. are assumed to be casements. • Confirm window openings for your local egress requirements and minimum light and ventilation requuenienls. •The mechanical alit electrical layouts are suggested only Consult your rnechani- cat and electrical contractors for exact specifications, locations and sues • Typical overhang sizes unless noted otherwise on drawing 'On pitches of 40 2 - 5112 - 6/12 = 24" overhang 7112 = 18" overhang 8/12 = 16" overhang 9/ 12 = 14 "over hang 10112 - 11112 -12/12 = 12" overhang • Note Adjust overhangs to provide clearance for wuolaws to open. Adµst over- hangs to maintain consistent level when the plans cdu iur (2) diftrrent pitches at a hip • Minor alterations to this plan can be made by builder Please contact our draftntg department for inlorntation and pace quotes it manor changes are requited • Design Basics. Inc determines finished square footage by measuring to the out- side of all walls We include interior hrepldces and every location in which the floor pests protect Irom the foundation • We do not include window fixes where the floor foists do not protect from the foundation. 2 -story entries, exterior fireplaces, garage, decks; patios, porches; unfinished storage areas, basements or any other unfinished areas Wood Name Wall Batt Insulation Concrete Blown Insulation Brick or Stone � Minimum 3 "x3' Solid Bearing or as Requited AOJ Adjustable C T Ceramic Tile FTG Footing MIL 1101 inch SEC Second ASPH Asphalt DBL Double GAIV Galvanized MIN Minimum SHWR, Shower AWN Awning OET Detail GARB DISP Garbage Disposal MISC. Miscellaneous S L. Side life Bl DG Budding D H. Double Hung G 6 N Glued and Nailed M 0, Masonry Opening SIDR Slider 85MT Basement DIA Diameter G.l 1, Gas Log Lighter NO Number STA Stationary BTM Bottom DISH Dishwasher HDR. Header N T S Not to Scale SID Standard BTW Between DN Down INSUI Insulation 0 C On Gaiter STL Steel CANT Cantilever DRY Dryer INT Interior 0 H D Overhead Door STRUCT Structural C Ceiling Joist EA Each JST. Joist OPNG Opening T C Trash Compactor Cl G Ceiling Et EV Elevation KITfN Kitchen P C Pull Cord T b G. Tongue and Groove CEIL Ceiling ENT Entertainment L V L laminated Veneer lumber PICT Picture TRANS Transom CER Ceramic EXP Exposure LAV Lavatory POLY Polyethylene TRAP Trapezoid CHIM Chimney EXT. Exterior LIN linen PROJ Projection U L Underlayment C M U Concrete Masonry Unit F/G Fiberglass LIV lrvrr►q RAD Radius UNEX Unexcavated C 0 Cased Opening FIN Finished l S Lary Susan RAFT'S Ratters WASH Washer COMB Combination fIXT fixture AOJ Adjustable C T Ceramic Tile FTG Footing MIL 1101 inch SEC Second ASPH Asphalt DBL Double GAIV Galvanized MIN Minimum SHWR, Shower AWN Awning OET Detail GARB DISP Garbage Disposal MISC. Miscellaneous S L. Side life Bl DG Budding D H. Double Hung G 6 N Glued and Nailed M 0, Masonry Opening SIDR Slider 85MT Basement DIA Diameter G.l 1, Gas Log Lighter NO Number STA Stationary BTM Bottom DISH Dishwasher HDR. Header N T S Not to Scale SID Standard BTW Between DN Down INSUI Insulation 0 C On Gaiter STL Steel CANT Cantilever DRY Dryer INT Interior 0 H D Overhead Door STRUCT Structural C Ceiling Joist EA Each JST. Joist OPNG Opening T C Trash Compactor Cl G Ceiling Et EV Elevation KITfN Kitchen P C Pull Cord T b G. Tongue and Groove CEIL Ceiling ENT Entertainment L V L laminated Veneer lumber PICT Picture TRANS Transom CER Ceramic EXP Exposure LAV Lavatory POLY Polyethylene TRAP Trapezoid CHIM Chimney EXT. Exterior LIN linen PROJ Projection U L Underlayment C M U Concrete Masonry Unit F/G Fiberglass LIV lrvrr►q RAD Radius UNEX Unexcavated C 0 Cased Opening FIN Finished l S Lary Susan RAFT'S Ratters WASH Washer COMB Combination fIXT fixture MISCELLANEOUS ABBREVIATIONS ® At +_ Center line 6S Six Shelves .IL line 1 R- t S One Rod -One Shelf 1R-2S One Rod -Two Shelves 2R -2S Two Rods-Two Sttelvea S4S Surface Four Side 2S Two Shelves 5S Five Shelves 2W Two Wide 3W Three Wide 4W Four Wide 5W Five Wrote W/ With i Artist Conception Only # 2828 Bentley ROOM CLAL �3 110 it 133 CN.W1 Tim "SAT Maim Second Total 1518 Sq. Ft. 697 Sq. Ft. 2215 Sq. Ft. �Z O aD O <pQ Z U F- N C-) C9 � Q Cif 2 VfNWW � Wog N � W W S? _J� C3 00 ¢gW� WWN c? <a g Ix a W v a`ro wc'7� a� L � � O W � �Zn ry w O c Q " o ob � ■W U ■ W N 2 t J o a 1A Lev 40 2828 row no M MAX M Maximum R REFRIG R Refrigerator W WO w wood COMP C Compact F F J F Floor Joist M MBR M Master Bedroom R RM R Room W W F W Wide Flange CONC C Concrete F Fl R F Floor M M C M Medicine Cabinet R R 0 R Rough Opening W W H W Water Nearer CSU C Cased F FLUOR F Fluorescent M MICRO M Microwave R R S R Rough Sawn W W W M W Welded Wire Mesh i Artist Conception Only # 2828 Bentley ROOM CLAL �3 110 it 133 CN.W1 Tim "SAT Maim Second Total 1518 Sq. Ft. 697 Sq. Ft. 2215 Sq. Ft. �Z O aD O <pQ Z U F- N C-) C9 � Q Cif 2 VfNWW � Wog N � W W S? _J� C3 00 ¢gW� WWN c? <a g Ix a W v a`ro wc'7� a� L � � O W � �Zn ry w O c Q " o ob � ■W U ■ W N 2 t J o a 1A Lev 40 2828 row no i Artist Conception Only # 2828 Bentley ROOM CLAL �3 110 it 133 CN.W1 Tim "SAT Maim Second Total 1518 Sq. Ft. 697 Sq. Ft. 2215 Sq. Ft. �Z O aD O <pQ Z U F- N C-) C9 � Q Cif 2 VfNWW � Wog N � W W S? _J� C3 00 ¢gW� WWN c? <a g Ix a W v a`ro wc'7� a� L � � O W � �Zn ry w O c Q " o ob � ■W U ■ W N 2 t J o a 1A Lev 40 2828 row no