Loading...
HomeMy WebLinkAboutALB51 GN010.1GENERAL NOTES — INDIANAPOLIS INDIANAPOLIS FOUNDATION NOTES MECHANICAL NOTES ALL FOUNDATION WALLS TO BE CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS OTHERWISE NOTED. -SMOKE DETECTORS TO BE110VAND HARDWIRED. PROVIDE BATTERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALLSOUNDT. - PROVIDE FOOTER DRAIN TILE ON OUTSIDE OF FOOTER TO SUMP PUMP OR TO DAYLIGHT. ALL GAS APPLIANCES MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. - BASEMENT WIN DOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CON DITIONS. - HOLD THE CENTERLINE OF ALL EXTERIOR LIGHT FIXTURES AT 5'8" OFF FINISHED EXTERIOR SURFACE. - BACKFILL ADJACENT TO FOUNDATION WALLSSHALLNOTBE PLACED UNTILTHE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHOREDTOTHE FLOOROR HAS - ASTAIR HANDRAIL ON ONESIDE ONLY, SHALL BE CONTINUOS FORTHE ENTIRE LENGTH OFTHESTAIRWAY, AND ENDSSHALL BE RETURNEDTOA BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY TH E BACKFILL WALL OR POST. THE HANDRAIL MAYBE INTERRUPTED ATA NEWEL POST AT A TU RN. -ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 ps.f. - HANDRAILS SHALL BE INSTALLED ON ALLSTAIRS WITH 3 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MIN IMUM OF34 inches AIN D A MAX IMUM -WATERPROOF FOUNDATION WITH BITUMINOUS SPRAY. OF38 inches. -VERTICAL CONTROLJOINTS IN BASEMENT FOUNDATION WALLS STANDARD LOCATION GUIDELINES: ALL HANDRAIL GRIP PORTIONS SHALL NOT EXCEED 25/8" IN CROSSSECTIONAL DIMENSION. 1 PLACE A CONTROL JOINT IN ALL UNBRACED WALLS OVER30IN LENGTH. (NOTE: "T' WALLS AND CORNERS COUNT ASA BRACE. - KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH,37-1 /4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX. 2� WINDOWS THATARE LARGER THAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JOINT. -GUARDRAILS MUST BEA MINIMUM OF 36 HIGH. GUARDRAILS ATTHE OPEN SIDES OF STAIRS MUST BEA MINIMUM OF 36" HIGH MEASURED 3� CONTROLJOINTS ARE NOT REQUIRED AT EVERY WINDOW THAT IS STANDARD SDE. VERTICALLY FROM THE NOSING OF THE TREADS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.0 MAX. 41 F THERE IS ASTANDARD WINDOW LOCATED INA WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THERMOSTATTOBE64"OFFOFFLOOR THE WINDOW THAT IS ADJACENTTO THE LONG SIDE OF THE WALL. IF THERE IS MORE THAN ONE WINDOW INA WALL THEN ONLY ONE WINDOW SHOULD HAVE A - AT LOWER LEVEL PROVIDEA6' LONG2x4 WALL WITH STUDS AT I6"O.C. HELD] " OFF FOUNDATION WALL FOR ELECTRIC AND STRUCTURED CONTROL JOINT. WIRING PANEL INSULATE WALL AS REQUIRED. 51 DOORS DO NOT GETCONTROL JOINTS. CABINETSI ES MAYVARYWITH FULL OVERLAY CABINETS. 6 CONTROLJOINTS SHOULD NOT BE LOCATED WITHIN 3' OF A BEAM POCKET. GROUND FAULTCIRCUIT INTERRUPTER (GFCIL OUTLETSTO BE INSTALLED PER NEC 2105,SECT. 210.8. 71 CONTROLJOINTS ARE REQUIRED ATTHE FIRSTAND LASTSTEP DOWN ATSTEPPED BASEMENT FOUNDATION WALLS. PROVIDE HOSE BIBS PER DIVISION SPEC. STEEL. EXACT LOCATION TO BE FIELD DETERMINED, UNLESS OTHERWISE NOTED ON THE PLANS. - INTERIOR FLATWORK SHALL HAVE AMINIMUM CONCRETE STRENGTH OF3,0C)0 PSI. -MIN. 5J C.F.M. FOR ALL EXHAUST FANS IN BATHROOMS. - EXTERIOR FLATWORK/GARAGES SHALL HAVE AMIN IMUM CONCRETESRENGTH OF4,500 PSI -THERE S TO BE (It COMBINATION CARBON MONOXIDE &SMOKE DETECTOR PER FLOOR, MINIMUM. -FOOTINGS TO AMINIMUM CONCRETE STRENGTH OF 250D PSI, UNLESS OTHERWISE NOTED - PLACEGARAGESLAS CONTROL JOINTS PERPENDICULAR TOONE ANOTHER, EACH STARTING FROM THE CENTERLINE OF GARAGE WALL. WHEN OVERDO EXCEEDS 2'0 SLAB CONTROL JOINTS SHOULD BE OFFSET FROM PILASTER 2'0 WITH ANOTHER JOINT RUNNING PERPENDICULAR ALL VERTICAL STEEL AND ALL STEEL IN STRUCTURAL SLABS TO BE GRADE 60. ALL HORIZONTAL STEEL IN FOUNDATION WALLS AND FOOTERS TO BE GRADE 40 STEEL FRAMING NOTES DEIGN LOADS SECTION, DETAILS & ROOF PLAN NOTES FLOORS: 4C pef WE LOAD, 10 AT DEAD LOAD =50 pU GARAGE FLOOR: 50 Mf LIVE LOAD SEISMIC :"A'"&"B" -PRE-ENGINEERED WOOD TRUSSES @24" O.C. UNLESS NOTED OTHERWISE. ROOF. 25pfUVELOAD+ppsf DEADLOAD=45psf WINDSPEED: 90MPH DEIGN DEFLECTION LEAD (BASED ON LIVE LOAD, EXCEPT MASONRY' -SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAM LOCATIONS. RAFTERS GREATERTH On 3'. 12 LJI83 CHUNGS 1240 - ALL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REQUIRED. MASONRYVENEER L/6� - TRUSSES TO BE BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. NOMINAL LUMBER FLOORS: TP 60 - TRUSS MAN UFACTURER'SDIMDESIONS ARE TO OUTSIDE OF SHEATHING. MANUFACTURED WOOD FLOORS: DESIGNED TO MINIMUM PRO RATING OF 35 AOR EQUIVALENT). - ROOF TRUSS MAN UFACTURES TO SPECIFY ALL CON N ECTIONS AN D HANGERS ON SHOP DRAWINGS. NO MORETH On 8 POINT DIFFERENCE BETWEEN ADJACENTSPANS. -REFER TO IT IS OF TPI (TRUSS PLATE INSTITUTE FOR SP ECIFIC BRACING RECOMMEN DATIONS AND REQUIREMENTS. L/483 FORSPANS UPTO 16' C AND NO GREATER THAN IM' DEFLECTION - ENGINEERED TRUSS DRAWINGS ALONG w/ IT IS ARE TO BE PROVIDED TO FIELD BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES. /60J FORSPANS OVER 16 CIF SIMPLE SPAN; L/840 FORSPANS OVER 16' C' IF CONLIIN JOTS SPAN. NO GREAIERTH IN 1(2' DEFLEC¶ON - PRO IDE A2x4 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF ASECON D FLOOR. -JOIST SPACING: 19.2" o.c. MAXIMUM SPACING -ASELF ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR DOUBLE EVERY OTHER FLOOR JOIST UNDER KITCHEN ISLANDS WALL LINE OF THE BUILDING. INSTALL UNCOUPLING MEMBRANE IN TILE FLOOR AREAS IF 19.2" o.c. FLOOR JOIST SPACING - PROVIDE 15# FELT PAPER UNDER SHINGLES GLU EAN D MECHANICALLY FASTEN [SCREWS] WOOD FLOOR IF 19.2' o.c. FLOOR JOIST SPACING - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTS - MANUFACTURED WOOD PRODUCTS(INCLUDING, BUT NOT LIMITED TO, STRUCTURAL WOOD BEANS AND I JOISTSI SHALL BE FABRICATED, HANDLED, AND INSTALLED IN INCLUDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. - ROOF TRUSSES WILL BE FASTENED BY CONNECTORS THAT WILL RESIST A MINIMUM OF] 75 LBS OF UPLIFT. -JOISTS ARE NOT TO BE PLACED DIRECTLY OVER INTERIOR PARALLEL WALLS. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCU RRINGI -AILWOOD BEAMS/HEADERS'. 2.6 TO BE SEE STUD GRADE OR BETTER M OR LARGER TO BESOUIHERN PINE 42OR BETTER -ALL WOOD JOISTS TO BES. PINE #2 KID WITH E-1,700,Ib0 ps.i., SPAN MUST BE LESS THAN 21, USE HEM FIR IF SPAN IS 20' OR MORE. -ALL LVL's TO BE TJM MICROLLAM WITH Hr-2600, FA-285, MOE=1.9, Fc-750. -EXTERIO RVJALLS TO BE W4 SPF STUD GRADE AT 16'o c . UNLESS OTHSEWER NOTED (10'4-1 /2' MAXIMUM WALL HEIGHT -ALL INTERIOR BEARING WALLS AND WALLS AT BASEMENT & FIRST FLOOR STAIRWELL, KITCHEN, AND GARAGE TO BE 2x4 SPF STUD GRADE AT 16" OTC.; ALL OTHER NON-BEARING INTERIOR WALLS TO BE 294 SPF STUD GRADE AT 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS TO BE31 /2" UNLESS OTHERWISE NOTED. - PROVIDE 4-1 /2" SOLID BEARING TO FOUNDATION OR BEAM BELOW FOR ALL BEANS, HEADERS, AND GIRDER TRUSSES. PROVIDE BLOCKING BETWEEN JOISTS AS REQUIRED. -CHECK SELECTIONS FOR FLOOR COVERINGS AT TOP AND BOTTOM OF STAIR RISERS AND ADJUST RISER HEIGHT AS NEEDED. ELEVATION NOTES - SEE FIREPLACE ELEVATION DETAIL FOR ADDITIONAL FRAMING REQUIREMENTS, IF ANY, AN D SEE SELECTION SH EST FOR SIZE AN D STYLE OF FIREPLACE. - PROVIDE BLOCKING AT ALL HANDRAIL BRACK ETS, TOWEL BARS AND TOILET PAPER HOLDER LOCATIONS. -WINDOW STYLE AND MULLIONS MAYVARY FROM ELEVATION DEPENDING UPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC. - PROVIDE20 MIN. FIRE RATED DOOR WITH GARAGEAND LIVING AREA - PAD OUT GARAGE WALL CAVITIES/ FLOOR JOIST CAVITIES 31/2" TO RECEIVE FULL BATTINSULATION IF HEATING/ PLUMBING ARE PRESENT. FRAMING FOR HVAC - FRONTDOORCOACH LIGHTS (DAIRY TO BESET ATS'" ABOVE FINSHEDSURFACE. CHASETO EXTEND DOWN TO GARAGE SLAB. -GRADE AWAY FROM FOUNDATION WALLS SHALL FALL MINIMUM OF 6" WITHIN THE FIRST 10. ALL BEARING WALLS TO HAVE DOUBLE TOP PLATE. - PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING GABLES. -A PARTIALLY EXPOSED EXTERIOR WALL WALL SHEATHING SHOULD CONTINUOUSLY RUN TO BOTTOM OF SUB FLOOR. - PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AT33" o.c. WITH BRICK VENEER. ALL LUMBER CONTACTING CONCRETE TO BE PRESSURE TREATED. - PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS. ALL FASTENERS,HANGERS, AND OTHER CONNECTORS TO BE USED WITH PRESSURE TREATED WOOD ARETO HAVEZMAX COATING (OR EQUIVALENTS HOT- DIPPED - PROVIDE BRICK WALL TIES AT I6"o.c. HORIZONTALLY AND VERTICALLY. PROVIDE BRICK WALL TIES WITHIN I2' OF ANY BRICK OPENINGS ATA GALVANIZED OR STAINLESS STEEL. MAX IMUM OF36' o.c. AROUND OPENING. - ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHTSTUDS - PROVIDE TWO LAYERS OF FEVER IN ALL AREAS OF STONE. REFERTO DETAIL ON SHEET 7.01 FOR INSTALLATION DETAILS. TO THE HIGHEST CEILING (I.E. NO INTERMEDIATE BREAKS TO PREVENT LATERAL HINGE CONDITIONS. - PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS WITH 1-1x6 WITH THE 1X8 OVER THETOP TO COVER THE ENDS OF THESIDING, WHERE ALL EXTERIOR SH EATH INO TO BE 7/16' WOOD STRUCTURAL PAN EL SH EATHING OR SOL VALENT W/ ITOUSSEW RAP SPECIFIED BY HOUSE AND ELEVATION. -GUARDRAIL DESIGN LOAD TO RES IST A MIN IM UM OF 20D LBS LATERAL FORCE. - USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IF ANY. - ALL GLASS IN INTERIOR AN D EXTERIOR DOORS TO BE TEMP E R ED (IN C LU DI NO SIDELITES AN D TRANSOMS. - EXTERIOR STEPS TO HAVE A MAXIMUM 8"RISER. WHEN VERTICAL RISE EXCEEDS 30" OR FOUR OR MORECONTINUOUS RISERS, AHANDRAIL6 - IN THE GARAGE, PROVIDE 1/2 GYP. BOARD AT ALL WALLS COMMON TO LYING SPACE AND ALL STRUCTURAL MEMBERS SUPPORTING FLOOR/CEILING ASSEMBLY. REQUIRED GARAGE CEILING TO BE 1/2 SAG RESISTANT GYP. BOARD WHEN THERE ARE NO HABITABLE SPACES ABOVE, OR 5/8" TYPE X GYP. BOARD WHEN HABITABLE SPACES ARE ABOVE. Drees Drees Homes apse ��( �7 p(v 7 p �ll �1�1LrO Std. Drown By: JET Sheet Hesuiptiv: WJS Phhpee DR apaDTewRRme GENERAL NOTES s55-s7a-az5o g�pa pee�� qq Efledive Change OrderWUale', dd�eDp ALBANY PLACE Shea{ N0. Std Chq. By: ARC Joh ALB-0051 -00 Dao AA Dmn srreTTT. SUITE too. LNDwNAPDus IN aDsaD Pn:(a1 /) aarTwo 1T/101 �' A� MELISSA H. �i C7'' Nome: AULAKH oprrgnl D 212 L�15) n; D,..s CD' p, ALL Fgh2 R®, d k p,dD� d 1h,, mal DL may - , p Std. She: 9-4-13 10/1 8/ 18 HOMES.. iepiadu�� o�y mim D. Many r,,, ,'i�tlualog ph,i pyL�, ANI me express w�ih� peimiss�a� 11 the Dees Amp�y TM Drees A,, wm V,-, pioserulA pay wpuU,odud use V Thi, m,t,h,I oar ina ors ne 859 -578-4290 AIB-0051-00d, an 18, 2018- 442p. 1 V STERL.� Nri° Last Rev: REV DATE Job Address: 35BB CIMCND AVENUE