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Home My WebLink AboutS 101 0Floor System REVISIONS DRAWN BY CHECKED BY SALESPERSON PROJECT: BUILDER: SHEET TITLE FILE NO. LOCATION SHEET NO. OF ON 24"x36" PAPER DATE DESIGNER SCALE ONLY). UNLESS NOTED OTHERWISE. 1. ASSUME MIN. NAILING (ROUND HOLES GENERAL HANGER NOTES 2. USE 16d COMMON NAILS ON ALL "HUS," "HHUS," AND "HGUS" HANGERS. 3. INSTALL BACKER OR FILLER BLOCKS AS REQUIRED TO PROVIDE SOLID NAILING OF HANGERS. 4. NEVER MODIFY HANGERS IN FIELD. DESIGN LOADS FLOOR LOADS - LIVING AREAS 40 PSF LL/10 PSF DL - SLEEPING AREAS 30 PSF LL/10 PSF DL CEILING JOIST LOADS - ACCESSABLE ATTIC 20 PSF LL/10 PSF DL - INACCESSABLE ATTIC 10 PSF LL/10 PSF DL ROOF LOADS (115% DOL) - TRUSS 20 PSF DL TC/10 PSF DL TC/10 PSF DL BC - RAFTER 20 PSF LL/15 PSF DL FLOOR LL DEFLECTION - MIN L/360 ROOF LL DEFLECTION - MIN L/240 GLUED & NAILED DECKING IS ASSUMED FLOOR DECKING: 3/4" SHEATHING 19.2" O.C.START LAYOUT19.2" PARA O.C.SE EMPIEZA AQUICANT. FOR POINT LOAD ABV.S.B. LOCATE EXTRA JOISTS UNDER KITCHEN ISLAND ABOVE TO AVOID PLBG. SHIFT JOIST 3" MECHANICAL CHASE HOLD OFF 16"E1N SQUASH BLOCKS SQUASH BLOCKS B2 A3 B5-0 A3 A3 A3 A3 A3 A3 A3 A7 A7 A7 A7 A7 A7 A7 A7 A7 A7 30" x 30" 48" x 48" 30" x 30" 36" x 36" MIN. (3) 2x6 STUDS B2 B2 TO AVOID PLBG. SHIFT JOIST 3"14" PAD SIZE QUANTITY OF #4 (12" DEEP) REBAR EACH WAY 24" x 24" 3 30" x 30" 3 36" x 36" 4 42" x 42" 4 48" x 48" 5 54" x 54" 5 60" x 60" 6 66" x 66" 6 REBAR AT BOTTOM w/ 3" COVER SEE LAYOUT 3" SCHEDULE 40 PIPE COLUMN U.N.O. 12" 24" x 24" THICKEN SLAB REINFORCED PADS 8" 24" WOOD OR EWP COLUMN TYP. CONCRETE PAD SCHEDULE ASSUMED 2,000PSF SOIL BEARING CAPACITY 12'-9"19'-9 3/4"9'-11" 10'-3" 14'-2 1/4"17'-0 3/4" PERPENDICULAR TO I-JOISTS SOLID RIM BOARDA3 AT INTERMDIATE BEARING B2 SQUASH BLOCKS CS SQUASH BLOCKS TRANSFER LOAD FROM ABOVE JOIST ARE UNSTABLE UNTIL BRACED LATERALLY. SEE INSTALLATION GUIDE BEFORE INSTALLING JOISTS. LAS VIGUETAS SON INESTABLES HASTA QUE SE REFUERCEN LATERALMENTE. VEA LA GUÍA DE INSTALACIONES ANTES DE INSTALAR LAS VIGUETAS. DO NOT WALK ON JOISTS UNTIL BRACED.INJURY MAY RESULT. DO NOT WALK ONJOIST THAT ARE LYING FLAT. NO PERMITA QUE LOS TRABAJADORES CAMINEN SOBRE LAS VIGUETAS SINREFORZAR. PUEDE OCASIONAR UNA LESIÓN. NO PERMITA QUE LOSTRABAJADORES CAMINEN SOBRE LAS VIGUETAS ACOSTADAS. DO NOT STACK BUILDING MATERIALS ON UNSHEATHED JOISTS. STACK ONLY OVER BEAMS OR WALLS. NO PONGA MATERIALES SOBRE LAS VIGUETAS SIN REVESTIMIENTO. ÚNICAMENTE SOBRE VIGAS Y MUROS. WARNING/ADVERTENCIA CANTILEVER NO BLOCKING REQUIRED ***BEAM PLY CONNECTION*** 3 ROWS 10d @ 12" O.C. - 9 1/2" AND 11 7/8" 4 ROWS 10d @ 12" O.C. - 14" AND DEEPER IF USING 16d NAILS, REDUCE ROWS BY ONE ***CONECCION DE LAS VIGAS*** 3 LINEAS DE 10d A 12" O.C. - PARA 9 ½" Y 11 7/8" 4 LINEAS DE 10d A 12" O.C. - PARA 14" Y MAS GRANDE SI UTILIZA CLAVOS 16d, REDUZCA LAS LINEAS A UNA SOLA *** FRAMER NOTE *** USE JOISTS LABELED 'RIM' AT ALL A2, A6, & A8 CLOSURES USE RIM BOARD AT A3 & A7 *** NOTA AL CONSTRUCTOR *** UTILIZE LAS VIGAS MARCADAS 'RIM' PARA TODOS LOS A2, A6, Y A8 UTILIZE RIM BOARD PARA LOS A3 Y A7 *** WARNING *** TO AVOID PLUMBING SHIFT JOIST(S) WHERE NOTED *** NOTA *** PARA NO OBSTRUIR PLOMERIA CAMBIAR JOIST DONDE SE INDICA *** NOTE *** RECOMMENDED, BUT NOT REQUIRED, TO GLUE ALL HANGERS *** NOTA *** UTILIZE PEGAMENTO EN EL ASIENTO DE LOS GANCHOS DETAIL CALLOUT CS LOCATION POINT LOAD FROM ABOVE XX HOLE CHASE HANGER NON-BEARING WALL BEARING WALL FRAMING BY OTHER BEAM OR HEADER BY OTHER DROPPED BEAM OR HEADER H# SYMBOL LEGEND FLUSH BEAM (I-JOIST OR RECTANGLUAR) JOIST (FOR LABELS A,B,C,& E SEE LABEL KEY) J## or A## F## or L## D## 1 2 CAS MJ 03/09/2018 1/4" = 1'-0" MS David Weekley HomesLot 186 Jackson's Grant5878 CFirst COL-0318-1217 DATE PRINT REVISED DATE NOTES 08/02/16 05/31/16 NO LOAD TRANSFER B5-O OVERLAPPING JOIST FACE MOUNT - JOIST TO BEAMH1 JOIST HANGER DOUBLE I-JOIST CONNECTION: FILLER BLOCKS w/ 2 SCREWS EA. SIDE @ 48" O.C. - 9 1/2" FILLER BLOCKS w/ 3 SCREWS EA. SIDE @ 48" O.C. - 11 7/8" AND 14" ALL & RIM JOIST= TODO Y BANDA JOIST= ALL KNEE WALL BY FRAMER= TODO PAREDITO POR FRAMER= CLOSURE NOTE TODO Y BANDA TABLA= ALL & RIM BOARD= A4 A4 A6 A2 A7 A3 A6 A2 A7 A3 200 Schofield Dr. Whitehall, OH 43213Phone: 614-751-1109www.ContractLumber.com DO NOT CUT MARKED END. ARROW ON JOIST SHOULD ALIGN WITH "MARKED END" LINE ON LAYOUT FOR PROPER HOLE PLACEMENT. NO CORTAR LA PUNTA MARCADA. FLECHA EN JOIST DEBE ALINEAR CON "MARKED END" (PUNTA MARCADA) EN DIBUJO PARA COLOCACIÓN DE AGUJERO CORRECTO. ALL HANGERS ARE FACE MOUNT "H1" IUS1.81/14 UNLESS OTHERWISE NOTED PARALLEL TO I-JOISTS A7 SOLID RIM BOARD 05/31/16186 JCG - 5878 - C02/18/16 03/09/18 03/28/18 Mike Sheeks Floor System REVISIONS DRAWN BY CHECKED BY SALESPERSON PROJECT: BUILDER: SHEET TITLE FILE NO. LOCATION SHEET NO. OF ON 24"x36" PAPER DATE DESIGNER SCALE ONLY). UNLESS NOTED OTHERWISE. 1. ASSUME MIN. NAILING (ROUND HOLES GENERAL HANGER NOTES 2. USE 16d COMMON NAILS ON ALL "HUS," "HHUS," AND "HGUS" HANGERS. 3. INSTALL BACKER OR FILLER BLOCKS AS REQUIRED TO PROVIDE SOLID NAILING OF HANGERS. 4. NEVER MODIFY HANGERS IN FIELD. DESIGN LOADS FLOOR LOADS - LIVING AREAS 40 PSF LL/10 PSF DL - SLEEPING AREAS 30 PSF LL/10 PSF DL CEILING JOIST LOADS - ACCESSABLE ATTIC 20 PSF LL/10 PSF DL - INACCESSABLE ATTIC 10 PSF LL/10 PSF DL ROOF LOADS (115% DOL) - TRUSS 20 PSF DL TC/10 PSF DL TC/10 PSF DL BC - RAFTER 20 PSF LL/15 PSF DL FLOOR LL DEFLECTION - MIN L/360 ROOF LL DEFLECTION - MIN L/240 GLUED & NAILED DECKING IS ASSUMED FLOOR DECKING: 3/4" SHEATHING 24" O.C.START LAYOUTPARA 24" O.C.SE EMPIEZA AQUIA7 A7 A3 1'-2" 24"H3B PERPENDICULAR TO I-JOISTS SOLID RIM BOARDA3 AT INTERMDIATE BEARING B2 SQUASH BLOCKS CS SQUASH BLOCKS TRANSFER LOAD FROM ABOVE JOIST ARE UNSTABLE UNTIL BRACED LATERALLY. SEE INSTALLATION GUIDE BEFORE INSTALLING JOISTS. LAS VIGUETAS SON INESTABLES HASTA QUE SE REFUERCEN LATERALMENTE. VEA LA GUÍA DE INSTALACIONES ANTES DE INSTALAR LAS VIGUETAS. DO NOT WALK ON JOISTS UNTIL BRACED.INJURY MAY RESULT. DO NOT WALK ONJOIST THAT ARE LYING FLAT. NO PERMITA QUE LOS TRABAJADORES CAMINEN SOBRE LAS VIGUETAS SINREFORZAR. PUEDE OCASIONAR UNA LESIÓN. NO PERMITA QUE LOSTRABAJADORES CAMINEN SOBRE LAS VIGUETAS ACOSTADAS. DO NOT STACK BUILDING MATERIALS ON UNSHEATHED JOISTS. STACK ONLY OVER BEAMS OR WALLS. NO PONGA MATERIALES SOBRE LAS VIGUETAS SIN REVESTIMIENTO. ÚNICAMENTE SOBRE VIGAS Y MUROS. WARNING/ADVERTENCIA CANTILEVER NO BLOCKING REQUIRED ***BEAM PLY CONNECTION*** 3 ROWS 10d @ 12" O.C. - 9 1/2" AND 11 7/8" 4 ROWS 10d @ 12" O.C. - 14" AND DEEPER IF USING 16d NAILS, REDUCE ROWS BY ONE ***CONECCION DE LAS VIGAS*** 3 LINEAS DE 10d A 12" O.C. - PARA 9 ½" Y 11 7/8" 4 LINEAS DE 10d A 12" O.C. - PARA 14" Y MAS GRANDE SI UTILIZA CLAVOS 16d, REDUZCA LAS LINEAS A UNA SOLA *** FRAMER NOTE *** USE JOISTS LABELED 'RIM' AT ALL A2, A6, & A8 CLOSURES USE RIM BOARD AT A3 & A7 *** NOTA AL CONSTRUCTOR *** UTILIZE LAS VIGAS MARCADAS 'RIM' PARA TODOS LOS A2, A6, Y A8 UTILIZE RIM BOARD PARA LOS A3 Y A7 *** WARNING *** TO AVOID PLUMBING SHIFT JOIST(S) WHERE NOTED *** NOTA *** PARA NO OBSTRUIR PLOMERIA CAMBIAR JOIST DONDE SE INDICA *** NOTE *** RECOMMENDED, BUT NOT REQUIRED, TO GLUE ALL HANGERS *** NOTA *** UTILIZE PEGAMENTO EN EL ASIENTO DE LOS GANCHOS DETAIL CALLOUT CS LOCATION POINT LOAD FROM ABOVE XX HOLE CHASE HANGER NON-BEARING WALL BEARING WALL FRAMING BY OTHER BEAM OR HEADER BY OTHER DROPPED BEAM OR HEADER H# SYMBOL LEGEND FLUSH BEAM (I-JOIST OR RECTANGLUAR) JOIST (FOR LABELS A,B,C,& E SEE LABEL KEY) J## or A## F## or L## D## 1 2 DATE PRINT REVISED DATE NOTES 08/02/16 05/31/16 NO LOAD TRANSFER B5-O OVERLAPPING JOIST FACE MOUNT - JOIST TO BEAMH1 JOIST HANGER DOUBLE I-JOIST CONNECTION: FILLER BLOCKS w/ 2 SCREWS EA. SIDE @ 48" O.C. - 9 1/2" FILLER BLOCKS w/ 3 SCREWS EA. SIDE @ 48" O.C. - 11 7/8" AND 14" ALL & RIM JOIST= TODO Y BANDA JOIST= ALL KNEE WALL BY FRAMER= TODO PAREDITO POR FRAMER= CLOSURE NOTE TODO Y BANDA TABLA= ALL & RIM BOARD= A4 A4 A6 A2 A7 A3 A6 A2 A7 A3 200 Schofield Dr. Whitehall, OH 43213Phone: 614-751-1109www.ContractLumber.com DO NOT CUT MARKED END. ARROW ON JOIST SHOULD ALIGN WITH "MARKED END" LINE ON LAYOUT FOR PROPER HOLE PLACEMENT. NO CORTAR LA PUNTA MARCADA. FLECHA EN JOIST DEBE ALINEAR CON "MARKED END" (PUNTA MARCADA) EN DIBUJO PARA COLOCACIÓN DE AGUJERO CORRECTO. ALL HANGERS ARE FACE MOUNT "H1" IUS1.81/14 UNLESS OTHERWISE NOTED PARALLEL TO I-JOISTS A7 SOLID RIM BOARD 2nd FLOOR WALL HEADERS CAS MJ 03/09/2018 1/4" = 1'-0" MS David Weekley HomesLot 186 Jackson's Grant5878 CSecond COL-0318-1218 186 JCG - 5878 - C02/18/16 03/09/18 03/28/18 Mike Sheeks