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Approved PlansOENEP,AL NOTES This plan was designed and drafted by Design Basics, Inc., to n conditions and codes in the State of Nebraska at the time it was This plan was also designed for seismic zone B. Because code requirements can change and may vary from jurisdiction to juris regulation. Consult your local building official to detemitne the suitability of these plans foryour specific site and application. This plan can be adapted to your local building codes and requirements, but also, it is the responsfbflity of the purchaser and/or builder of this plan to see that the structure is built in strict compliance with all governing municipal codes (city, county, state and federal). The purchaser and/or builder ofthis plan releases Design Basics, Inc., its shareholders, directors, officers, and employees from any claims or lawsuits that may arise during the Construction of this structure or anytime thereafter. DESIGN LOADS: * Floor: 40 psf. live Roof. 30 psf. live Ceiling: 10 psf, live 15 psf. dead 10 psf. dead 10 psf. dead Soil bearing Capacity -1500 PSF ' Live loads dead loads, wind loads, snow loads, lateral loads, seismic zoning and any specialty loading conditions will need to be confirmed before construction and adjustments to plans made accordingly. See your local building officials for verification of your specific load data, zoning restrictions and site conditions. CONCRETE AND FOUNDATIONS: ' All foundation walls and slabs on grade shall be 3000 PSI (28 -day compressive strength concrete), unless noted othe ' All interior slabs on grade shall bear on 4" compacted granular fill with 6 mil. polyethylene vapor barrier underneath. ' Provide proper expansion and control joints as per local requirements. * All 36" x 36 x 18" concrete pads to have (3) #5 rods each way. ' All 48" x 48" x 18" concrete pads to have 4 #5 rods each way. * Foundation walls are not to be backfilled until properly braced. ' Verify depth of frost footings with your local codes. * Provide termite protection as required by HUD minimum property standards. ' Foundation bolts must be anchored to sill plate with 1/2" bolts embedded 15" in concrete walls. REBAR & BOLT SCHEDULE: BAR SIZE AND SPACING VERTICAL HORIZONTAL 8" Wali thickness #5@ 16" o.c. #5 16" o.c. 10" Wall thickness (w -brick) #6 12" o.c. #5 a�S 16" o.c. EXTERIOR FILL BOLT SPACING 0" to 3'-0" 72" o.c. X-7" to 6'-0" 48" o.c. 6'4" to 7'-0" 32" o.c. Over 7'-0" Additional engineering may be required STEEL: ' All structural steel for beams and plates shall comply with ASTM specification A36. * All structural steel for steel columns shall comply with ASTM specificaflon A-53 Grade B or A-501. * All reinforcing steel for concrete shall comply with ASTM specification A-015 Grade 60. * Provide steel shimns in all beam pockets. * Steel columns are to be 3" I.D. (inside diameter) unless noted otherwise. FRAMING MEMBERS: * Unless noted otherwise, all framing lumber shall have the following characteristics: Fb = 1,000 psi Fv = 75 psi E =1,400,000 psi ' Contractor to confine the size, spacing and stress characteristics of all framing and structural members to meet your local code requirements. * Hole sizes and locations in Glul-am or Laminated Veneered Lumber members are to be confirmed by a professional engineer. * Any structural or framing members not indicated on the plan are to be sized by contractor. * Double floorjofsts under all partition walls, unless noted otherwise. * All subfloodng is assumed to be 3/4" thick.-Glued&Nailed * All exterior walls are dimensioned to outside of 1/2" rigid insulation. ' All exterior walls are 4" (3112" stud plus 112" rigid insulation), All interior walls are 3 1/2" unless otherwise shown. * Calculated dimensions take precedence over scaled dimensions. * All Main level walls are V-1 1/8" high unless otherwise noted or implied. * All angled walls on floor plans are at 45 degree angle, unless otherwise noted. DESIGN GP_ITEP,IA FRAMING MEMBERS (wntinued): Any wall 12'-0" high or higher shall be 2.6 and balloon framed. " Unless noted otherwise, above all openings that are: (1) Load bearing and less than or equal to 3 ft............ use 4x6. 2 Load bearing and more that 3 ft ............................. use (2) 2x12 w/1/2" Plywood between. (3) Non -load bearing and less than or equal to 6 ft. ..... use 4x6. 4 Non -load bearing and more than 6 ft ..................... use (2) 2x12 w/1/2" Plywood between. (5All exterior openings use (2) 2x12 w/1/2" Plywood between. * All trusses to be engineered by truss manufacturer according to the loading indicated on thispplan. * All exterior comers shall be braced in each direction with let -in diagonal bracin or plywood. * Place71) row of 1" x 3" cross -bridging on all spans over V-0" and (2) rows of 1" x 3" cross-bridgtn on all spans over 16'-0'. * Collar ties are to be spaced 4l' o.c. * All purlins and kickers are to be 2x6's, unless noted otherwise. * Any hip or valley rafters over a 28'-0" span are to be Laminated Veneer Lumber (L.V.L.). MISC. NOTES: Prefabricated fireplaces and flues are to be U.L. approved and installed as per manufacturer's specifications. * All materials, supplies and equipment to be installed asper manufacturer's specifications and as per local codes and requirements. ' Note: Provide proper insulation for all plumbing. * 1/2" water-resistant drywall around showers, tubs and whirlpools. 1/2" drywall on interior wails and ceilings. 5/8" type "X" fire code drywall on Sarage walls and ceilings. * Windows are called out by glass size only. * Windows, if not noted are assumed to be casements. Header heights are labeled to bottom of arched transoms Confirm window openings for your local egress requirements and minimum light and ventilation requirements. * Headroom at stairs shall have a minimum clearance of V-8" high. * Provide proper handrails at stairs as per local code. The mechanical and electrical layouts are suggested only. Consult your mechanical and electrical contractors for exact specifications, locations and sizes. * Jog flue to rear of ridge as necessary. * Note: Provide properwiring for all electrical appliances, mechanical eqquipment and whfripool-9 as per manufacturer's specifications. * All air conditioner locations may vary depending on restrictive covenants and codes. * Typical overhang sizes unless noted otherwise on drawing are as follows: On pitches of 4/12 - 5/12 - 6112 = 24" overhang 7/12 = 20" overhang 8/12 =16" overhang 9/12 =16" overhang 10/12 -11/12 -12112 =12" overhang * Note: Adjust overhangs to provide clearance forwindows to open. Adjust overhangs to maintain a consistent level when the plans call for (2 different pitches at a hip. ' Minor alterations to this plan can be made by builder. Please contact our drafting department for information and price quotes if major changes are required. * Design Basics, Inc. determines finished square footage by measuring to the outside of all walls. We include: interior fireplaces and every location in which the floorjoists project from the foundation. We do not include: window boxes where the floor joists do not project from the foundation; 2 -story entries; exterior fireplaces; garage; decks; patios; porches; unfinished storage areas; basements or any other unfinished areas. deriyn baAar ina. H : E RAY UFs 4 SFR. ELEGThIGAL LEGEND SYMBOLS /1aV0UBET �y—Dalai Number �JBodian j � -�� G Number __Furnace FLUORESCENT HGN( �Dlmctlon of S.Uon Bildt er Sone ®® Ff. & Dud TRACKDofR F�dn# Fwaomm Sq.—Fo°tege, Gmnularor SVPPIYAI1 12 .-1 Fl® m (� &Root P6r'h Ratio a( J�, BeB "LLL133.L+3 IneUleflam Q IV12 BbwR BupptyAk o -N (Cadug) Be Ceiling Pattern Debd W`e1ght Insu?etion Minim SXJ°Sold Beatbg orb Match Shover H.W O Nle Hidlho(Baadmg cokeo Rcof l ouver .Y -Y S(Awck deriyn baAar ina. H : E RAY UFs 4 SFR. ELEGThIGAL LEGEND � /1aV0UBET � FLOOD tIGHi tNLFSv.DCHm 11GJOU1LEr )=f FLUORESCENT HGN( {-- TRACKDofR zxwounEr ALL YBATHERPROOF `S'•• UWER OUMER UGHr liuvol'MET F❑ E%F4IUST FAN GRWNOFA T 110v.CUrt>:T r-�j EI UUFARU Fir ABBPREVIATIONS O �x� t\ n cokeo URET PADIXE�FAHNGMT SURFACE MOUNT v�V X PAOIXEFAN REC mo4N Air Condtior>ar DISH DiaFinasher LIGHT I1GiiT O Cu✓� DETH.TOR ITh. IV' 11GHTU.HT T O Adjustable ANning DN DRY Daum Dryer INF JSF �G.�G)DEfECIOR RAD Radtue RAFTS Rene. UNIX UnaTcavatad NVmbr WASH Washor PUfLtARO SURFACEMOVrrr S tYANYAYSND'CN BuNug DGHT Eedi LVL Q T11— ­FAT S3 - THRE WAYS 1=H ,Ch, cHwEs 5, FWIF\YAYSV.irCH MN MAX NGTE:WM MOKEDETEGnRSW5ERIES ARTIST CONCEPTION ONLY ARTWORK NOT TO SCALE f -)OA-6 06 y PERMIT r- - 61fIN6L*6 I 60N4M ✓ fTONT EI.5�VAT ION 6M%, I/V - i'o, This plan .5 Designed with HER in mind. El , worn an-Ce�� © 2018 (' M ) N It SHEET 1of5 ADDRESS .4 6 X ALL pLANc ABBPREVIATIONS clstomiiabt A/C Air Condtior>ar DISH DiaFinasher INSUL irsuletlon PROD PJoc.b n TRAP T b U.L UMone nl 2 U ADJ AWN Adjustable ANning DN DRY Daum Dryer INF JSF Interior Job[ RAD Radtue RAFTS Rene. UNIX UnaTcavatad NVmbr WASH Washor m 1` N N BLDG BuNug EA Eedi LVL Lemin veneer Lumber Linen REFRIG RM Room V V Wood t G BSMT BTM Besemanl Bogam ENT EXP EntedabmorA F sum MN MAX Ma,Mnum SEC Semnd N41 Wafer)bater O W �^ BTW Bentsen EXT W.I. MBR Mester Bedreem sHWR shrn r W.W.M. weldedW,re Mesh c CANT C.J. C.mble\er CelSng Jdai FIN F.J. Fmishad Fb"'i-I't MICRO MIN Mirmxa\s hlWmum S.L. Side Lfta SPP Sump Pune Pil ® At �N CLG Ce16ng FLUOR Fhlomsmnl MISC O.C. MI—Ituneous On Corder STA SFatlonery SrD SbrdeN 2W Th Wdo ry E CEIL CMU Caieng Be"_ Masonry Und FTG GALV PooGna Gahan O.H.D. Ovedreed Doer STL Seel 3W TheoWkde strudumi 4W FourWde r'O,�ttl C.O. CON Ceeed Gpenhv Comate GARB G&N Garbe DiSPosel Glued&Nailed OPNG PC Opening Pup Chad STRICT T.C. Tmsh Car r Cenbr Lino V- DRL Doubler G.L.Gludem Raeder PICT Pkhrre T&G Ta�gue& roow 5Y! Yhth Treruom Dtamabr .,c, rcncc DH Dat). Hung HDR Header POLY PotyathNena TRANS ARTIST CONCEPTION ONLY ARTWORK NOT TO SCALE f -)OA-6 06 y PERMIT r- - 61fIN6L*6 I 60N4M ✓ fTONT EI.5�VAT ION 6M%, I/V - i'o, This plan .5 Designed with HER in mind. 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