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Home My WebLink About1030.95.6gOTES RESIST LATERAL LOADS. THE BOTTOMS OF ALL FOOTINGS SHALL BE PLACED BELOW THE HAVE A .5UBl_3URFA.GE DRAINAGE SYSTEM AS PER APPLICABLE CODE. F LOAD FOOTINGS SHALL F3F [)F-SIGNED TO CARRY ALL SUPERIMPOSED LOADS. MINIMUM 51ZE SHALL LL BF ON APPROVED GRANULAR FILL; COMPACTEED TO 95% STANDARD PROCTOR DENSITY; IL VAPOR BARRIER. PROVIDE EXPANSION, CONSTRUCTION, CONTROL JOINTS AND "R GOOD FNGINFERING PRACTICE AND ALL APPLICABLE CODES. iALL BE DESIGNED 1-0 KE515T' 5UPERIMP05ED LOADS,, SHALL BE KEYED TO FOOTING NO 'MPPROOF FOUNDATION WALLS FROM GRADE TO TOP jDF FOOTING AND BRAE TOP'Of _ �ALL5;'• R UNTIL FRAMING 15 IN PLACE. PROVIDE 1/2" DfAMET ANCHOK*QLTS �-D" Q.C.,f E NGRETF OR 15" INTO CONCRETE FILLED CORES OF GO E B glFrALLB. k .ATIONi150 5.F• OF DRAWL SPACES WITHOUT VAPOR RS AND 1.0 5.F. VENTILATIOIAU ACES W!T "Fi VAPOR BARRIEr�B. LOCATE VENT5 WITH1 -0" OF CORNERS AND PKOVIDII AN j WOOD FRAMING rRATED HERE -IN ARE THE SOLE PROPERTY OF SCHNEIDER DESIGNS INC., CARMEL, INDIANA. -HE5E PLANS 15 GIVEN A LIMITED LICENSE TO REPRODUCE THESE PLANS FOR CONSTRUCTION 1. WOOD FKAMINF SHAL CONFORM TO NFoPA " NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." SALE AND DISTRIBUTION 15 .STRICTLY PROHIBITED. FRAMING SIZES ANDSPACING SHALL BE DESIGNED TO CARRY ALL SUPERIMPOSED LOADS AS PE APPLICABLE R +i.. CODE NAP GOOD ENGINEERING PRACTICE. FRAMING SHOWN ON PLANS IS BASED ON SPECIES AND GRADE5 EAVES SCHNEIDER DESIGNS INC., CARMEL, INDIANA F=ROM ALL CLAfMS,DiSPUTES, AND SHOWN HEREIN. USE OF OTHER SPECIES AND GRADES FOR FRAMING MEMBEKS'�vILL EQUIRE A REDESIGN 7ROM THE PURGt4A5E AND USE OF THESE ILLUSTRATIONS. OF THE STRUCTURAL SYSTEM. -UMES FULL RE5P0N51BILITY FOR DETERMINING THE 5UITABILITY OF THESE ILLU5TRATION5 2. MATERIALS WALLS: 2 "X4" OR GRATER SPRUCE PINE FIR CONSTRUCTION � 7LE FAMILY RESIDENCE; ADAPTING THESE ILLU5T .AnON5 TO 5AT15FY LOCAL CONDITIONS; J015T5: FLOOR: 5OUTHEKN YELLOW PINE #2 -2X10 :UCTION TO ALL ?-HE REQUIREMENTS OF THE AGENCIF5 HAVING JURISDICTION IN THAT LOCAL; I CEILING: SOUTHERN YELLOW PINE #1-2X12 �.60 )NAL5 TO DFSf (-3N AND CONSTRUCT THE STRUCTURAL, MECHANICAL. ELECTRICAL SY5TEM5. SSEAMS: GLU -LAM BEAM5 TO BE EQUAL TO "MICRO -LAM" AS MANUFACTUREi BY "TRU5 JOIST" RAFTERS: 2X6 OK GREATER SPRUCE PINE FIR #2 J 0 O c SHEATHING: ROOF:. 7/16" 0.5.8. 1/2" DRYWALL WALL: 1/2" R -BOARD , FLOOR: 3/4" 0.5.8. OR T&G YELLOW PINE LUE5 SHOWN HERE -fN V ✓FRE OBTAINED FROM THE 1989 CABO ONE AND TWO FAMILY INSULATION: WALLS: K -13 BATTS >fGN LOAD VALUES OUTSIDE THE JURISDICTION OF THE INDIANAPOLIS METROPOLITAN AREA ROOFS: R -38 BATTS 'OM THE AGENCY HAVING JURISDICTION IN THAT LOCATION. WALL LIVE LOAD = 2 P5F 3. WALL CONSTRUCTION: DEAD LOAD = 1 1 0 PSF A. STUD WALLS SHALL CONSIST OF DOUBLE TOP PLATES, SINGLE BOTTOM PLAT 5 E AND PRECUT 5TUD WHERE EVER PRACTICAL. WALLS LOWER THAN 10' -0" 5HAL BE CON5T UCTE OF 2X4'5 0 16" O.G. WALLS t_IVE LOAD = 30 P5F (STORAGE AREAS) 20 P5F (LIMIT•ED STORAGE) HIGHER THAN 10' -O" SHALL BE CONSTRUCTED OF 2X6'5 CD 16 "O.0 EXC PT WHERE SHOWN ON THE DRAWING5, AS REQUIRED BY APPLICABLE CODE, OR WHERE fTa5 GO ( D ENGINEERING PRACTICE. 10 1-5F ,NO 5TOR.AGE) B. 51LL PLATES IN CONTACT WITH MASONRY, CONCRETE, OR EXPOSED TO V�EATH R SHALL BE FACTORY DEAD LOAD = 7 P5F PKE55UKE TREATED. LIVE LOAD = 30 P5F (5LEEPfNG ROOM5) C. FIKESTOP AND DKAFTSTOP WALL5 AS REQUIRED BY APPLICABLE CODE. 40 P.SF (ALL OTriER ROOMS) "5F D. BRACE WALLS WITH DIAGONAL 2X4'5, METAL STRAPS, OR PLYWOOD AS EQU19ED BY APPLICABLE CODE. DEAD LOAD = 10 E. VERIFY WINDOW AND DOOR ROUGH OPENINGS WITH MATERfAL 5UPPLIFR�. i 4. FLOOR FRAMING i HORIT �NTAt. >30` HEfcFIG A. PROVIDE DOUBLE UNDER WALLS RUNING PARALLEL TO SPAN OF FLOOR F MfNG AND AROUND ALL B. LATERALLY SUPPORT FLOOR FRAMING WITH 50LID BLOCKING OR DIAGON �L <30 >50 HE;IGFiT 159 - IDGING AS REQUIRED BY, C. PROVIDE FRAMING ANCHORS WHERE REQUIRED �' Z.ONF KE 0LJi .FME -:NTS. BY APPLICABLE CODE OR` CQD ENGINEERING PRACTICE. D. FLOOR SHEATHING SHALL BE SCREWED AND GUILD TO FLOOR FRAMING i4b UNSLIPPORTED EDGES 2,000# PSI" 5. ROOF FRAMING A. PROVIDE COLLAR TIES OR SECURELY ANCHOR RAFTERS TO CEILING JOISt'S: Z:7W,SI5T RAFTER THRUST F K v12". PLAS`F =RFD CEILINGS B. PROVIDE SOLID BLOCKING OR BRIDGING TO LATERALLY SUPPORT R, ER ' C. PROVIDE PUKLIN5 AND KICKERS AT RAFTER IMF MAXI MAXIMUM LIMIT 1��2" 5PAN5 AS DEFINED BY ►' fc�LE CODE AND TO TRANSFER ROOF LOADS TO BEARING PARTITIONS. L;180 f?f "TEtcE D. LOCATE ALL VENTS, STACKS, ETC. TO BACK5IDE OF RIDGES. _ _ E. VENTILATE ATTICS WITH A NET FREE AREA OF 1.0 B.F. PER 150 5.F. OF XTTIC -,PACE 1)1.-37"RIBUTIN0 V2 THE. 1/2 THE AMOUNT REQUIRED AT THE EAVE AND 112 AT THE RIDGE. MISCELLANEOUS iRAC?OR f R* bf"ON�= ,IDLt_ I OK (_ORMFIRMING T� AT ,ACTUAL SOIL BEARING PRESSURE - A j �f-f3 L 1, RFfN. 1. PUKCHA5ER /BUILDER 15 RESPONSIBLE TO VERIFY THAT ALL DIMEN51ON5 VY IFIELD 5A GOND(T!ON5 AND ALL APPLICABLE CODE REQUIREMENTS. EXTEKOIK DIMENSIONS ARE TO FACE OF 1/2` I SULATED SHEATHING ON 3,000 f'S! GONCV'FTE. AC' .31Y� WOOD FRAMING OR TO FACE OF CONCRETE OR CONCRETE BLOCK. INTERIOR IME�510N5 ARE TO FACE OF WOOD STUD, CONCRETE, OR CONCRETE BLOCK. '),OOO F,51 CONCRETE, ACf 8" MINIMUM TFIIGKNE55 2. WINDOWS, DOORS AND TRANSOMS NOTED ON DRAWING5 ARE FITHER UM 8" CONCH ETF BOCK MIN!tr!t M, GRADE= N, ?YPE 1 WITH MANUF RE5 NUMBER5 OR ARE OUTSIDE DIMENSIONS OF THE UNIT. WINDOWS SHOWN ARE FIXED OR CASEMENT TYPE L NLE65 NOTED OTHERWISE. WINDOWS AND DOORS MUST BE SIZED TO MEET APPLICABLE CODE REQUIRE MEN FOR 3,Oc ?O Pc3f CONGKE.T , 4" MINIMUM r iICKNESS LIGHT VENTILATION, AND EGRESS. HEAD HEIGHTS ARE 6' 8" MINIMUM. LOCATE RAFTER PLATES THAT A 1X4 TRIM BOARD FITS BETWEEN WINDOW OR DOOR HEADS AND BOTTOM OF OVERHANG SOFFIT. A .r f Fy1E5, G2ADF 60 3. DRYWALL THICKNE55 15 A55UMED TO BF: 1/2" THICK, WATERPROOF T--PE IN WEY E5, AND FIRE RATED Ac;TM 507 WHERE REQUIRED BY APPLICABLE CODE, A 3� 4. PREFABRICATED EQUIPMENT SHALL BE. J.L. RATED WHERE- D B G REQUIREY OD j INSTALLED PER MANUFACTURES SPECIFICATION. 6 MIL x 5. MECHANICAL AND ELECTRICAL LAYOUT-5 SHOWN HEREIN ARE 5CHMATIC IN NA UNTINUOU5 UNDEK ALL EX-rF KIOK AND BEARING WALLS. KEY TO FOUNDATION WALLS ABOVE . PUKCA5FK /BUIL1)ER 15 RESPONSIBLE FOR HIRING A QUALIFIED PKOFE5510NAL TO DE510N AND INSTALL LL 5Y5TEM5 AND EQUIPMF_N1 THAT MEETS APPLICABLE CODE REQUIREMENTS AND _YWAY FORMED fNTO THE FOOTING OR WITH 4' -0" LONG #3 BARS VERTICAL 0 48" O.C. GOOD ENGINEERING PRAGT( E�. RESIST LATERAL LOADS. THE BOTTOMS OF ALL FOOTINGS SHALL BE PLACED BELOW THE HAVE A .5UBl_3URFA.GE DRAINAGE SYSTEM AS PER APPLICABLE CODE. F LOAD FOOTINGS SHALL F3F [)F-SIGNED TO CARRY ALL SUPERIMPOSED LOADS. MINIMUM 51ZE SHALL LL BF ON APPROVED GRANULAR FILL; COMPACTEED TO 95% STANDARD PROCTOR DENSITY; IL VAPOR BARRIER. PROVIDE EXPANSION, CONSTRUCTION, CONTROL JOINTS AND "R GOOD FNGINFERING PRACTICE AND ALL APPLICABLE CODES. iALL BE DESIGNED 1-0 KE515T' 5UPERIMP05ED LOADS,, SHALL BE KEYED TO FOOTING NO 'MPPROOF FOUNDATION WALLS FROM GRADE TO TOP jDF FOOTING AND BRAE TOP'Of _ �ALL5;'• R UNTIL FRAMING 15 IN PLACE. PROVIDE 1/2" DfAMET ANCHOK*QLTS �-D" Q.C.,f E NGRETF OR 15" INTO CONCRETE FILLED CORES OF GO E B glFrALLB. k .ATIONi150 5.F• OF DRAWL SPACES WITHOUT VAPOR RS AND 1.0 5.F. VENTILATIOIAU ACES W!T "Fi VAPOR BARRIEr�B. LOCATE VENT5 WITH1 -0" OF CORNERS AND PKOVIDII AN j I' f i 3/4" FIN. WD. RI5ER c X 12 STRINGER 3" MIN. WIDTH STAID. TREAD DETAIL "R" VALUES W1 SIDING OUTSIDE AIR FILM O. 17 3/4" WOOD 51DIN0 K -BOARD SHFA.iriING 4 0 GATT INSULATION 11,5 00 1/2" DRYWALL 0- q c3 IN 30F AIR. FILM O,roE3 TOTAL "R" VALUES W/ BRICK 1/4" EAD R -35 INSULATIONS 1/2" DRYWALL X 6 OUM-FADCIA � t 2- 2X10HDR. 319W PI YWOM 80"r '" CONT., SOFFff VENT R-13 INSULATION x OkICK SILL i 3/4" PLYWOOD x SUB -FLOOR OUTSIDE .AIR FILM +i.. a 3/4" AIR SPAGE: R -BOARD 5HEA -'N0 �.60 1/2" PIA. X 12" ANCH. y•k � . ,E GATT INSULATION 0 O BOLTS 045" O.C. 1/2" DRYWALL I' f i 3/4" FIN. WD. RI5ER c X 12 STRINGER 3" MIN. WIDTH STAID. TREAD DETAIL "R" VALUES W1 SIDING OUTSIDE AIR FILM O. 17 3/4" WOOD 51DIN0 K -BOARD SHFA.iriING 4 0 GATT INSULATION 11,5 00 1/2" DRYWALL 0- q c3 IN 30F AIR. FILM O,roE3 TOTAL "R" VALUES W/ BRICK 1/4" EAD R -35 INSULATIONS 1/2" DRYWALL X 6 OUM-FADCIA � t 2- 2X10HDR. 319W PI YWOM 80"r '" CONT., SOFFff VENT R-13 INSULATION x OkICK SILL i 3/4" PLYWOOD x SUB -FLOOR OUTSIDE .AIR FILM 2 X 12 F.J. 4D 16" O.C., 3/4" AIR SPAGE: R -BOARD 5HEA -'N0 �.60 1/2" PIA. X 12" ANCH. y•k � . ,E GATT INSULATION 0 O BOLTS 045" O.C. 1/2" DRYWALL 0,45 , INSIDE AIR FILM 0•h8 1 1/2" RIGID PERIM. INSULATION WALL ` TOTAL 22.Ci�d vavno FkAlowtre