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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 LAYOUTPARA 19.2" O.C.SE EMPIEZA AQUIA7 A7
A3
A3
A7
A7
A3
A3
A3
A3
A3
A7
A7
A7
B5-OB5-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"
SHIFT JOIST 4"
TO AVOID PLBG.11'-8"16"NON-ATTACHED DOUBLE
GLUE AND NAIL SHEATHING
TO EACH JOIST
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
LOCATE EXTRA JOIST
AT EDGE OF ISLAND ABOVE
LOCATE EXTRA JOIST
AT EDGE OF ISLAND ABOVE 19.2" 9.6" 9.6"PERPENDICULAR TO I-JOISTS
SOLID RIM BOARDA3
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
***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
CAS
MJ
02/16/2017
1/4" = 1'-0"
MJM
David Weekley Homes180 Jackson's Grant5876 AMain
COL-0218-0992
DATE PRINT
REVISED DATE NOTES
04/19/2016 11/23/2015
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.
PARALLEL TO I-JOISTSA7SOLID RIM BOARD
ALL HANGERS ARE FACE MOUNT "H1"
IUS1.81/14 UNLESS OTHERWISE NOTED
11/23/2015 12/18/2017 156 JCG - 5876 A08/17/2017 02/16/2018 180 JCG - 5876 A
03/19/18
Adam Schriner