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HomeMy WebLinkAbout0553.97.1GENERAL NOTES. AND DESIGN CRITERIA This plan was designed and drafted by Design Basics, Inc., to meet average condi- tions and codes in the Stale of Nebraska at the time it was designed. This plan was also designed it se i smic zone 1. Be us a codes requirements can change and may vary from jurisdiction to jurisdiction, Design Basics, Inc. cannot warrant com- pliance with any specific code or regulation. Consult your local building official to determine the suitability these plans for yo u r specific site and application. This plan can be adapted to your local building codes and requirements, but also, it Is the responsibility 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 of this plan releases Design Basics, Inc., its share - holders, 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 lbs. five load Roof: 30 lbs. live load 15 lbs. dead load 20 lbs. dead load • Soil bearing Capacity - 2000 f SF love loads, dead loads, wind loads, snow loads, lateral loads, seismic zoning and try 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 slabs on grade shall be 3000 PSI (28-day compressive strength concrete), unless noted otherwise. • All slabs on grade shall bear on 4" compacted granular fill with 6x6 - IOx10 welded wire mesh (wwrn), unless rioted otherwise. Interior slabs shall have 6 mil, polyethylene vapor bait let underneath. • Provide proper expansion and control joints as per focal requirements • Foundation concrete walls shall be constructed with: A) Grade N, type 1, Hollow core load bearing concrete masonry units. B) Grade N, type 1, specialty shapes load bearing concrete masonry units as requited. C) Type "M" mortar. D) Provide continuous horizontal joint reinforcing with 9 gauge wire every third course. E) Reinforcing must conform with your local building requirements. • All 36 "x36 "x18" concrete pads to have (2) 14 rods each way. • Foundation walls are not to be backfilled until house is completely liarned and tool of structure is in place. • Verify depth of Trost lootings with your local codes. • Provide termite protection as required by iIUD minimum property standards. • Lateral support in basement walls to consist of (1) 15 rod in the filled cores of (tie concrete blocks. MFoundation bolts must be anchored to sill plate with 1/2" bolts embedded 15" in illed cores. ROD 6 BOLY SCHEDULE: EXTERIOR FILL ROD SPACING BOLT SPACING 0" to 3' -6" None required 6' -0" o.c. 3' -7" to 6' -0" 48" o.c. 48" o.c. in filled core 6' -1" to 7' -0" 32" o.c. 32" o.c. iii filled core Over 7' -0" Additional engineering may be required STEEL: • All structural steel lot beams and plates shall comply with ASTM specification A -36. • All structural steel lot steel columns shall comply with ASTM specification A -53 Grade 8 or A -501. • All reinforcing steel for concrete shall comply with AS1M specification A-615 Grade 60. • Provide (1) 15 rod in slushed cores in beam pockets. • Steel columns are to be 3" I.D. (Inside diameter) unless noted otherwise. FRAMING MEMBERS: • Unless noted otherwise, all framing lutriber to be I let n Fir #2 or better. • r Cor itr acto to ifr car t m tfie i s to spacing l an d species o all framing and structural members meet your local code requirements. • Airy structural or training members not indicated on the plan ate to be sized by contractor. • Double floor joists under all pailition walls, unless noted otherwise, • All exterior walls are dimensioned to outside of 112" tigid insulation. • All interior walls are dimensioned from stud to stud. • All exterior walls, including garages, ate to have 112" rigid insulation. • Calculated dimensions take precedence over scaled dinietnsions. • All walls are 8'-0" high unless otherwise noted or Implied, • All angled walls on floor plans ate at a 45 degree angle, unless otherwise rioted. • Unless noted otherwise, above all openings that are. (1) load bearing acid less than or equal to 3 It ........a .............. use 46 Doug. Fit. (2) Load bearing and more than 3 It ...... . ............ use (2) 2x12 Doug. Fit. w/ 112" Plywood between. (3) Non -load bearing and less than or equal to 6 It. __ ....... ....Use 46 Doug. Fit. (4) Now load bearing and more than 6 It., .... ...........use (2) 2x12 Doug. Fir. w/ 1/2" Plywood between, (5) All exterior openings use (2) 2x12 Doug Fir w/ 112.' Plywood between, • All busses to be erngineered by truss manufacturer according to the loading -indi- caled on this plan. • Place (1) row of 1 "x3" cross - bridging oil all spars over 8' -0" and (2) rows of 1 "x3" cross - bridging on all sparis over 1' -0 ". • Collar ties are to be spaced 4' -0" o.c- • All purlins and kickers ate to be 2x6's, unless noted otherwise, • Any hip or valley ialtets over a 28' -0" span are to be Laminaled Veneer Lumber MISC. NOTES: • Pielabiicaled fireplaces and flues ate to be U.L- approved and installed as per manufacturer's specilicalions. • All materials, supplies and equipment to be Installed as pet manufacturer's spec - ificalions and as per local codes and requirements. • 1/2" water - resistant drywall around showers, tubs and whirlpools, • 111" drywall on Interior walls and ceffings. • 5/8" type "X" lire code drywalf on garage walls and ceilings. • Windows are called out by glass size only. • Windows, it riot noted, ate assumed to be casements. • Conlirm window openings for your local egress requirements and triisiimurri light and ventilation requirements. • T he mechanical and electrical layouts are suggested only. Consult your inechanf- cal ai►d elechical contractors lot exact specilicalions, locations and sizes. • Typical overhang sizes unless noted otherwise oil drawing: 'On pitches of 4/12 - 5/12 - 6/12 = 24" overhang 7/12 = 18" overhang 8112 = 16" overhang 9/12. 14" ovethang 10112 -11/12 - 12/12. 12" overhang • Note: Adjust ovethangs to provide clearance for windows to open Adjust over- hangs to nnainlain coosistant level when file plans call for (2) diffetent pitches at a hip. • Minor alterations to this plan call be inade by builder. Please contact our drafting department lot intorniation and price quotes if major changes are required. • Design Basics, inc. determines finished square footage by ineastiring to the out- side of all walls. We include: interior fireplaces and every location In which the floor joists project frorn 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 ateas. /-SYMBOLS Delall Number ' Supply Aft Thru Will Number Wood Fraine Wall Bait Insulation Section Number/Lelter nc Supply Air (floor) Street Number U V► Concrete Supply Air (Ceiling) Blown Insulation 1 w r r Direction of Section ' 1► VIM& �+ Ceiling Pattern Detail Brk k or Slone'" Mlnimtirn 3 "x3" Wtlkigid Solid Beating Square Footage To of as Requited *M* 12 Earth "" Siltcock 1 / Rool Pilch Ratio g� it t� b�tZ 0• Granular or Gravel Fill flue N 0 D rlet0 - 1 f fe a Wl,�1 w a va [[[[iaes� g 13 "a 12 is, "asas.i«a 1 �*F4 #tat,. it ._ .. i9M 1st- tl11i•• �¢¢ illy t aPfay to i t' If x 14 ��....•._ t'/RXM i. IA7 Cal iMP� Main }. Second Total 1« ADD Adjustable C T Cetatiiic Tile FIG. rooting Mit GOT inch SEC. Second MISCELIANEOUSARBREVIAIIONS ASP f1. Asl afI DOL, Double GALV, Galvanized MIN, Minimum SHWR. Shower 4 At AWN. Awning DET Detail GARB, DISP Garbage Disposal MISC. Miscellaneous S.I.. Side Lite f Center Line BLDG Building DJ Double Ifutrg G &W Glued and Nailed WO, Masonry Opening SLDR. Slitter 6S Six Shelves BSMT. easernent VIA, Dlanreler t`f.t..L. Gas Log Lighter NO. Number SIA. Stationary -9 Line BIM Bottom DISII Clisll ashet III)", Header N I S. Not to State Sit) Slandaid IA IS One Rod One She" BIW. w n Bet ee D1r. Oxiyrn INSt3t_. insillatfori 0 . On Center STL Sleet tFi 25 One Rod -Iwo Shelves CAN 1, Cantilever 011 Y Vim TNT Interior 0,11.0, Overhead Door STRUCT. Shuctural 211-25 Two Rods -Two Shelves C "), Ceiling Joist EA. Each JST, Joisl OfING, Opening T I", Tfar'll Cornparlor S4S Surtate four Side Cl. G, Ceiling ELEV Elevation K1101 ititclten P.C. Pull Cord I, & G. Ionpite and Groove 2S Two Shelves CEII. Ceiling ENT Enlerfaimner,l ( V L. I ainirrated Veneet Lumber PICT. Picture IRANS. transom 5S rive Shelves CF 1`1 Ceramic LXI' Exposure I AV. l avaloty POLY, Polyethylene TFIAP. Trapezoid 2W Iwo Wide 01M, Chininey E T. Exretior i itl I. luen Pr U'V Projection 01. Ondedaywent 3W Thief Wide C KU. Concrele Masoiuy Unit F/ f ibe)glass t Iv I Iviny HAD, Radius UNEli, Unexcavated 4W Four Witte C,0 Cased Opening FIN. Fit40,4d t.S. t azy Susan RAF US Rafters WASI1. Washer 5W five Wkfe COMB, Combination FIXT, Fixture MAX Maxrntifin Ft[f1116 Refrigerator Wo Wood W/ With CUMP, Compact F .I. I loon Joist M13R, Maslen Bedrorinr 11M Boom W F. Wide I lango, CONC Concrete fl R, Floor M C. Medicine Cabinet R 0 11011011 openliig W it, Wale( ttr;iler GSO, Cased I L.110"I fluorescent MIC110. Microwave n S. nougr) Sawn W.W M melded Wire Mesh N 0 D rlet0 - 1 f fe a Wl,�1 w a va [[[[iaes� g 13 "a 12 is, "asas.i«a 1 �*F4 #tat,. it ._ .. i9M 1st- tl11i•• �¢¢ illy t aPfay to i t' If x 14 ��....•._ t'/RXM i. IA7 Cal iMP� Main }. Second Total 1« 4109 been& • M • e PLAN sERvicE )'a %fit list Cuticeptioti Only o ®1484 design bosun Ine- qZ hLIQU W� v W�NCCZp a�Qpptl t�mpzc N W ca � I d �( 3 F, 1* Cr in tat Vi cc v xe �i w cc wOa w ar w d .-- it UJ C=3) 0Z " ►— wrr w� a.,, � Q ©� a�z 0 zi;r- r-0 'CIO >C1 rn N (7 ♦' N C to r) 0W� n Z N N M Q --ra E �a W U Ir a Q. lk f/ MAN 4111111 111001 41 0 'oil 1510 srrfei 1'9