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HomeMy WebLinkAboutS161.0 Floor LayoutFloor 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 LAYOUT PARA 19.2" O.C. SE EMPIEZA AQUI A7 A7 A3 A3 A7 A7 A3 A3 A3 A3 A3 A7 A7 A7 B5-O B5-O B5-O 42" x 42" 36" x 36" LOCATE EXTRA JOISTS UNDER ISLAND ABOVE B5-O TO AVOID PLBG. SHIFT JOIST 4" TO AVOID PLBG. SHIFT JOIST 3" 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 SHIFT JOIST 4" TO AVOID PLBG. 11'-8" 16" NON-ATTACHED DOUBLE GLUE AND NAIL SHEATHING TO EACH JOIST E1N 9.6" 20.2" 10.6" 16" 10" PERPENDICULAR TO I-JOISTS SOLID RIM BOARD A3 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 ON JOIST THAT ARE LYING FLAT. NO PERMITA QUE LOS TRABAJADORES CAMINEN SOBRE LAS VIGUETAS SIN REFORZAR. PUEDE OCASIONAR UNA LESIÓN. NO PERMITA QUE LOS TRABAJADORES 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 MIN. 3 JACKS EACH END ***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 1 KTG MJ 10/25/2017 1/4" = 1'-0" MJM David Weekley Homes 161 Jackson's Grant 5876 B Main COL-1017-9555 DATE PRINT REVISED DATE NOTES 10/25/17 11/23/15 NO LOAD TRANSFER B5-O OVERLAPPING JOIST H1 FACE MOUNT - JOIST TO BEAM 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 A2 A6 A3 A7 A2 A6 A3 A7 200 Schofield Dr. Whitehall, OH 43213 Phone: 614-751-1109 www.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. A7 PARALLEL TO I-JOISTS SOLID RIM BOARD ALL HANGERS ARE FACE MOUNT "H1" IUS1.81/14 UNLESS OTHERWISE NOTED CANTILEVER NO BLOCKING REQUIRED David Weekley Homes - 161 Jackson's Grant - 5876 B - Main Floor Joist Products Net PlotID Length Product Description Qty Ply Qty F1 18' 14" BCI 4500s Joist 3 1 3 F2 5' 14" BCI 4500s Joist 1 1 1 J1 24' 14" BCI 4500s Joist 10 1 10 J3 37' 14" BCI 4500s Joist 10 1 10 J4 24' 14" BCI 4500s Joist 5 1 5 J5 20' 14" BCI 4500s Joist 19 1 19 J6 18' 14" BCI 4500s Joist 24 1 24 J7 7' 14" BCI 4500s Joist 4 1 4 J8 23' 14" AJS20 Joist 7 1 7 J9 24' 14" AJS20 Joist 9 1 9 Rectangular Products Net PlotID Length Product Description Qty Ply Qty D11 5' 1 3/4" X 9 1/2" Versa-Lam 2.0E LVL 1 2 2 D13 30' 1 3/4" X 9 1/2" Versa-Lam 2.0E LVL 1 2 2 D14 20' 1 3/4" X 16" Versa-Lam 2.0E LVL 1 3 3 D16 4' 1 3/4" X 9 1/2" Versa-Lam 2.0E LVL 1 1 1 D19 20' 1 3/4" X 11 7/8" Versa-Lam 2.0E LVL 1 3 3 Accessories Net PlotID Length Product Description Qty A3/A7 12' 1" x 14" BC Rim Board 25 Hanger List Net PlotID Product Description Qty H1 IUS1.81/14 Simpson Connector 3