HomeMy WebLinkAboutALB 19 First Floor System0C.1
Elevation "U"
Cover Sheet
Index to the Drawings
Sheet No. Sheet Name
0C.1 Cover Sheet
0N.1 General Notes
1.01 Foundation Plan
1.02 Basement Framing Plan
1.03 Basement Mechanical Plan
2.01F First Floor Framing Plan
2.01S First Floor Structural Plan
2.02F Second Floor Framing Plan
2.02S Second Floor Structural Plan
2.04 Roof Plan
3.01 First Floor Subfloor Plan
3.02 Second Floor Subfloor Plan
4.01 First Floor Mechanical Plan
4.02 Second Floor Mechanical Plan
5.01 Building Section
6.01 Front Elevation
6.02 Garage Side Elevation
6.03 Rear Elevation
6.04 Side Elevation
7.01 House Specific Details
Building Code:
I understand that my new Drees home will be built in general comformance to the
plans, specifications, selections and the Purchase Agreement, all of which I have
reviewed and approved. This set of plans may not reflect the elevations or options
for my house. Drees draws the standard plans complete with the most common
options. The subcontractor's sets will show only the options I selected in my
selection sheets. I have reviewed the plot plan for my house and understand that
there may be some field adjustments as to the exact location of the house on the
lot. I further understand that my home will not be built exactly like any other Drees
home or Model and that some minor variations from my plans and specifications
may occur since every home that is built has it's own set of unique construction
problems that must be dealt with as the home is being built.
No Comments Items drawn on any drawings and not written in the contract selctions WILL NOT be included in the site specific drawings.See Comments
Customer Request:
1. Xxxxx
2. Xxxxx
3. Xxxxx
4. Xxxxx
Design Solution:
1. Xxxxx
2. Xxxxx
3. Xxxxx
4. Xxxxx
Reason For Modification:
1. Xxxxx
2. Xxxxx
3. Xxxxx
4. Xxxxx
Comments:
1. Xxxxx
2. Xxxxx
3. Xxxxx
4. Xxxxx
Sheet Information900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240
PHONE: [317] 347-7300
Plan Review: 09/21/2020
- REVISE 2-CAR SIDE ENTRY GARAGE TO 3-CAR SIDE ENTRY GARAGE
Indianapolis
2020 Indiana Residential Code
Customer: ______________________________________________ Date: _____________
Customer: ______________________________________________ Date: _____________
7.02 House Specific Details
7.03 House Specific Details
7.04 House Specific Details
WAB
Drawn By:
14317 MARSDALE PLACE
ALBANY PLACE
ALB-0019-00 09/11/2020 MELISSA H.
SERIES_NM
PLAN_NM
859.578.4290
RESIDENCE FOR:
House Name:
Series:
Plan No.:
Job Number: Drawing Date: Coord Name: Coord Phone:
PATEL
the MONTICELLO
Division:
Building Code:
Redraws
Plan Review: 09/16/2020
- CENTER 12' S.G.D. ON OUTDOOR LIVING WALL
- MOVE CARRIAGE GARAGE SERVICE DOOR TOWARD FRONT OF GARAGE, REDUCE
HEIGHT TO CLEAR OVERHEAD DOOR TRACK
- ADD TRAY TO DINING ROOM
- ADD TRANSOM WINDOWS NEXT TO FIREPLACE TO SIDE ELEV SHEET 6.04
Customer Plan Review SignatureArchitecture Plan Review:
Square Footage
PER ANSI Z765-2003
FINISHED LOWER LEVEL (NET) 0
FIRST FLOOR (NET) 2298
SECOND FLOOR (GROSS) 2073
- VOLUME SPACE (GROSS) 0
SECOND FLOOR (NET) 2073
TOTAL LIVING (NET) 4371
UNFINISHED BASEMENT 2318
CARRIAGE GARAGE 317
GARAGE 728
COVERED FRONT PORCH 17
COVERED REAR PATIO 238
COURTYARD 193
11/09/20
ã
SECTION, DETAILS & ROOF PLAN NOTES
- PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE.
- SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAM LOCATIONS.
- ALL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REQUIRED.
- TRUSSES TO BE BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS.
- TRUSS MANUFACTURER'S DIMENSIONS ARE TO OUTSIDE OF SHEATHING.
- ROOF TRUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS ON SHOP DRAWINGS.
- REFER TO HIB-91 OF TPI (TRUSS PLATE INSTITUTE) FOR SPECIFIC BRACING RECOMMENDATIONS AND REQUIREMENTS.
- ENGINEERED TRUSS DRAWINGS ALONG w/ HIB-91 ARE TO BE PROVIDED TO FIELD BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES.
- PROVIDE A 2x4 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF A SECOND FLOOR.
- A SELF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR
WALL LINE OF THE BUILDING.
- PROVIDE 15# FELT PAPER UNDER SHINGLES
- CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTS
INCLUDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED.
- ROOF TRUSSES WILL BE FASTENED BY CONNECTORS THAT WILL RESIST A MINIMUM OF 175 LBS OF UPLIFT.
GENERAL NOTES - INDIANAPOLIS
FOUNDATION NOTES
FRAMING NOTES
MECHANICAL NOTES
- ALL FOUNDATION WALLS TO BE CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS OTHERWISE NOTED.
- PROVIDE FOOTER DRAIN TILE ON OUTSIDE OF FOOTER TO SUMP PUMP OR TO DAYLIGHT.
- BASEMENT WINDOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CONDITIONS.
- BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS
BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL.
- ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 p.s.f.
- DAMP PROOF FOUNDATION WITH BITUMINOUS SPRAY.
- VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD LOCATION GUIDELINES:
1) PLACE A CONTROL JOINT IN ALL UNBRACED WALLS OVER 30' IN LENGTH. (NOTE: "T" WALLS AND CORNERS COUNT AS A BRACE).
2) WINDOWS THAT ARE LARGER THAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JOINT.
3) CONTROL JOINTS ARE NOT REQUIRED AT EVERY WINDOW THAT IS STANDARD SIZE.
4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF
THE WINDOW THAT IS ADJACENT TO THE LONG SIDE OF THE WALL. IF THERE IS MORE THAN ONE WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVE A
CONTROL JOINT.
5) DOORS DO NOT GET CONTROL JOINTS.
6) CONTROL JOINTS SHOULD NOT BE LOCATED WITHIN 3' OF A BEAM POCKET.
7) CONTROL JOINTS ARE REQUIRED AT THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS.
- INTERIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 3,000 PSI.
- EXTERIOR FLATWORK/GARAGES SHALL HAVE A MINIMUM CONCRETE SRENGTH OF 4,500 PSI
- FOOTINGS TO A MINIMUM CONCRETE STRENGTH OF 2500 PSI, UNLESS OTHERWISE NOTED
- PLACE GARAGE SLAB CONTROL JOINTS PERPENDICULAR TO ONE ANOTHER, EACH STARTING FROM THE CENTERLINE OF GARAGE WALL. WHEN OVERDIG 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.
DESIGN LOADS:
FLOORS: 40 psf LIVE LOAD + 10 psf DEAD LOAD = 50 psf GARAGE FLOOR: 50 psf LIVE LOAD SEISMIC: "A" & "B"
ROOF: 25 psf LIVE LOAD + 20 psf DEAD LOAD = 45 psf WIND SPEED: 115 MPH
DESIGN DEFLECTION LIMITS (BASED ON LIVE LOAD, EXCEPT MASONRY):
RAFTERS GREATER THAN 3:12 L/180 CEILINGS L/240
MASONRY VENEER L/600
NOMINAL LUMBER FLOORS: L/360
MANUFACTURED WOOD FLOORS: DESIGNED TO MINIMUM PRO RATING OF 35 (OR EQUIVALENT).
NO MORE THAN 8 POINT DIFFERENCE BETWEEN ADJACENT SPANS.
L/480 FOR SPANS UP TO 16'-0" AND NO GREATER THAN 1/2" DEFLECTION
L/600 FOR SPANS OVER 16'-0" IF SIMPLE SPAN; L/840 FOR SPANS OVER 16'-0" IF CONTINUOUS SPAN. NO GREATER THAN 1/2" DEFLECTION
-JOIST SPACING: 19.2" o.c. MAXIMUM SPACING
DOUBLE EVERY OTHER FLOOR JOIST UNDER KITCHEN ISLANDS
INSTALL UNCOUPLING MEMBRANE IN TILE FLOOR AREAS IF 19.2" o.c. FLOOR JOIST SPACING
GLUE AND MECHANICALLY FASTEN [SCREWS] WOOD FLOOR IF 19.2" o.c. FLOOR JOIST SPACING
- MANUFACTURED WOOD PRODUCTS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL WOOD BEAMS AND I-JOISTS) SHALL BE FABRICATED, HANDLED, AND INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
-JOISTS ARE NOT TO BE PLACED DIRECTLY OVER INTERIOR PARALLEL WALLS. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING)
- ALL WOOD BEAMS/HEADERS: 2x6 TO BE SPF STUD GRADE OR BETTER
2x8 OR LARGER TO BE SOUTHERN PINE #2 OR BETTER
- ALL WOOD JOISTS TO BE S. PINE #2 KD WITH E-1,700,000 p.s.i., SPAN MUST BE LESS THAN 20', USE HEM FIR IF SPAN IS 20' OR MORE.
- ALL LVL's TO BE TJM MICROLLAM WITH Fb=2600, Fv=285, MOE=1.9, Fc=750.
- EXTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 16" o.c. UNLESS OTHERWISE NOTED (10'4-1/2" MAXIMUM WALL HEIGHT)
- ALL INTERIOR BEARING WALLS AND WALLS AT BASEMENT & FIRST FLOOR STAIRWELLS, KITCHEN, AND GARAGE TO BE 2x4 SPF STUD GRADE AT 16" O.C.; ALL OTHER
NON-BEARING INTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 24" O.C. UNLESS OTHERWISE NOTED.
- ALL WALLS TO BE 3 1/2" UNLESS OTHERWISE NOTED.
- PROVIDE 4-1/2" SOLID BEARING TO FOUNDATION OR BEAM BELOW FOR ALL BEAMS, 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.
- SEE FIREPLACE ELEVATION DETAIL FOR ADDITIONAL FRAMING REQUIREMENTS, IF ANY, AND SEE SELECTION SHEET FOR SIZE AND STYLE OF FIREPLACE.
- PROVIDE BLOCKING AT ALL HANDRAIL BRACKETS, TOWEL BARS AND TOILET PAPER HOLDER LOCATIONS.
- PROVIDE 20 MIN. FIRE-RATED DOOR WITH GARAGE AND LIVING AREA.
- PAD OUT GARAGE WALL CAVITIES/ FLOOR JOIST CAVITIES 3-1/2" TO RECEIVE FULL BATT INSULATION IF HEATING/ PLUMBING ARE PRESENT. FRAMING FOR HVAC
CHASE TO EXTEND DOWN TO GARAGE SLAB.
- ALL BEARING WALLS TO HAVE DOUBLE TOP PLATE.
- A PARTIALLY EXPOSED EXTERIOR WALL, WALL SHEATHING SHOULD CONTINUOUSLY RUN TO BOTTOM OF SUB FLOOR.
- ALL LUMBER CONTACTING CONCRETE TO BE PRESSURE TREATED.
- ALL FASTENERS, HANGERS, AND OTHER CONNECTORS TO BE USED WITH PRESSURE TREATED WOOD ARE TO HAVE ZMAX COATING (OR EQUIVALENT) HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
- ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS
TO THE HIGHEST CEILING (I.E. NO INTERMEDIATE BREAKS) TO PREVENT LATERAL HINGE CONDITIONS.
- ALL EXTERIOR SHEATHING TO BE 7/16" WOOD STRUCTURAL PANEL SHEATHING OR EQUIVALENT W/ HOUSEWRAP
- GUARDRAIL DESIGN LOAD TO RESIST A MINIMUM OF 200 LBS LATERAL FORCE.
- ALL GLASS IN INTERIOR AND EXTERIOR DOORS TO BE TEMPERED (INCLUDING SIDELITES AND TRANSOMS).
- IN THE GARAGE, PROVIDE 1/2" GYP. BOARD AT ALL WALLS COMMON TO LIVING SPACE AND ALL STRUCTURAL MEMBERS SUPPORTING
FLOOR/CEILING ASSEMBLY. 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.
- SMOKE DETECTORS TO BE 110V AND HARD WIRED. PROVIDE BATTERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALL SOUND).
- CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS.
- ALL GAS APPLIANCES MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
- HOLD THE CENTERLINE OF ALL EXTERIOR LIGHT FIXTURES AT 5'8" OFF FINISHED EXTERIOR SURFACE.
- A STAIR HANDRAIL, ON ONE SIDE ONLY, SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL BE RETURNED TO A
WALL OR POST. THE HANDRAIL MAY BE INTERRUPTED AT A NEWEL POST AT A TURN.
- HANDRAILS SHALL BE INSTALLED ON ALL STAIRS WITH 4 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34 inches AND A MAXIMUM
OF 38 inches.
- ALL HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1-1/4 INCHES AND NOT GREATER
THAN 2 INCHES. HANDRAILS ADJACENT TO WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS.
-HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A
POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS.
- GUARDRAILS MUST BE A MINIMUM OF 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 34" HIGH MEASURED
VERTICALLY FROM A LINE CONNECTING THE NOSINGS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.C. MAX.
- THERMOSTAT TO BE 64" OFF OF FLOOR
- AT LOWER LEVEL, PROVIDE A 6' LONG 2x4 WALL WITH STUDS AT 16" O.C. HELD 1" OFF FOUNDATION WALL FOR ELECTRIC AND STRUCTURED
WIRING PANEL. INSULATE WALL AS REQUIRED.
- CABINET SIZES MAY VARY WITH FULL-OVERLAY CABINETS.
- KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX.
- GROUND FAULT CIRCUIT INTERRUPTER (GFCI) RECEPTACLES TO BE INSTALLED AS INDICATED IN 2009 InEC 210.8 (A)
- PROVIDE HOSE BIBS PER DIVISION SPEC. SHEET. EXACT LOCATION TO BE FIELD DETERMINED, UNLESS OTHERWISE NOTED ON THE PLANS.
- MIN. 50 C.F.M. FOR ALL EXHAUST FANS IN BATHROOMS.
- THERE IS TO BE (1) COMBINATION CARBON MONOXIDE & SMOKE DETECTOR PER FLOOR, MINIMUM.
FRAMING NOTES (CONT.)
- ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.
- COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKE
DETECTORS PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 AND UL 2075.
ELEVATION NOTES
- GAS FIREPLACES: COVERAGE OF PIPING SYSTEMS SHALL EXTEND FROM THE POINT OF DELIVERY TO THE OUTLET OF THE APPLIANCE SHUTOFF
VALVES. REQUIREMENTS FOR GAS APPLIANCES AND RELATED ACCESSORIES SHALL INCLUDE INSTALLATION, COMBUSTION, AND VENTILATION
AIR AND VENTING AND CONNECTIONS TO PIPING SYSTEMS.
- WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION DEPENDING
UPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC.
- FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT 5'-8" ABOVE FINISHED
SURFACE.
- GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"
WITHIN THE FIRST 10'.
- PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING GABLES).
- PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AT 33" o.c. WITH BRICK
VENEER.
- PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS.
- PROVIDE BRICK WALL TIES AT 16"o.c. HORIZONTALLY AND VERTICALLY.
- PROVIDE BRICK WALL TIES WITHIN 12" OF ANY BRICK OPENINGS AT A
MAXIMUM OF 36" o.c. AROUND OPENING.
- PROVIDE TWO LAYERS OF TYVEK IN ALL AREAS OF STONE. REFER TO DETAIL
ON SHEET 7.01 FOR INSTALLATION DETAILS.
- PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS) WITH 1-1x6 WITH
THE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, WHERE SPECIFIED
BY HOUSE AND ELEVATION.
- USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IF
ANY).
- EXTERIOR STEPS TO HAVE A MAXIMUM 8" RISER. WHEN VERTICAL RISE
EXCEEDS 30" OR FOUR OR MORE CONTINUOUS RISERS, A HANDRAIL IS
REQUIRED
11/09/20
ã REISSUED: 09/21/202011/09/20
ã REISSUED: 09/21/202011/09/20
DATA OUTLET
PHONE JACK
HOME OFFICE OUTLET
GAS
PR
TV
EC
4-WAY SWITCH
PROJECTOR ROUGH-IN
CABLE TELEVISION JACK
GROUND FAULT OUTLET
WEATHERPROOF OUTLET
3-WAY SWITCH
FLOOR OUTLET
220 OUTLET
WALL OUTLET
SINGLE POLE SWITCH
BLOCK, MOUNT, & SWITCH FOR
(CENTER, UNLESS OTHERWISE NOTED)
EXHAUST FAN AND LIGHT
FUTURE FAN/LIGHT COMBINATION
ENTERTAINMENT CENTER OUTLET
D
CO DETECTOR
FLOOR DRAIN
GAS HOOK UP
SHOWER HEAD
SMOKE DETECTOR
WALL MTD. EXHAUST FAN
CLG. MTD. EXHAUST FAN
WALL SCONCE @ 5'-6" A.F.F.
DIRECTIONAL CAN LIGHT
DOUBLE SPOTLIGHT FIXT.
WALL MOUNTED LIGHT FIXT.
CLG. MOUNTED LIGHT FIXT.
UNDER CABINET LIGHTING
FLUORESCENT LIGHT
HOSE BIB
PIN LIGHT
COMBINATION CO 34 STAIR LIGHT
SD
CO
SD SMOKE DETECTOR/
CO DETECTOR COMBINATION
SURFACE MOUNT DISC LIGHT OR
RECESSED CEILING LIGHT,PER SPECS.
ã REISSUED: 09/21/202011/09/20
ã REISSUED: 09/21/202011/09/20
LATERAL BRACING & SHEAR WALL
SHEATHING SPECIFICATIONS
THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL
FORCES RESULTING FROM:
115 MPH WIND IN 2020 InRC MAP
(115 MPH WIND SPEED IN ASCE 7-16
WIND MAP, PER IRC R301.2.1.1)
EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B.
THE DESIGN WAS COMPLETED PER 2018 IBC
(SECTION 1609) & ASCE 7-16, AS PERMITTED BY
R301.1.3 OF THE 2020 InRC, OR THE SIMPLIFIED
PRESCRIPTIVE PROCEDURE IN ACCORDANCEWITH THE 2020 InRC IF THE PARAMETERS OFSECTION R602.12 COMPLY. ACCORDINGLY, THISMODEL, AS DOCUMENTED AND DETAILED
HEREWITHIN, IS ADEQUATE TO RESIST THE CODE
REQUIRED LATERAL FORCES.
SEE CONNECTION SPECIFICATIONS CHART FOR
STANDARD SHEAR TRANSFER DETAILING. IFADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT
WILL BE SPECIFICALLY NOTED ON PLAN.
ALL STRUCTURAL PANELS ARE TO BE DIRECTLY
APPLIED TO STUD FRAMING.
NOTES
M&K STND. - OCT. 2015
PRE-MANUFACTURED PANELIZED WALLS:
FASTEN TOGETHER END STUDS OF WALL PANELSSHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS
@ 4" O.C. (THRU ONE SIDE ONLY)
3" O.C. EDGE NAILING
7/16" OSB OR 15/32" PLYWOOD:
FASTEN SHEATHING w/ 2-3/8"x0.113 NAILS @ 6"
O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD.
(TYP, U.N.O.)
ALL SHEATHING PANELS SHALL BE ORIENTEDVERTICALLY (LONG DIRECTION PARALLEL TO STUDS)
AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR -2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO
SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGEFASTENING.
EXT. WALL SHEATHING SPECIFICATION
ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED
AND ARE CONSIDERED SHEAR WALLS.
ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA
STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6"O.C IN FIELD.
AT DESIGNATED AREAS - FASTEN PANEL EDGES OFWOOD STRUCTURAL WALL SHEATHING TO FRAMING
w/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THEPANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE AT
THIS SPEC. ALL SHEATHING PANELS SHALL BEORIENTED VERTICALLY (LONG DIRECTION PARALLEL
TO STUD) AND INSTALLED FULL HEIGHT OF SHEARWALL - OR - 2x HORIZONTAL BLOCKING SHALL BE
PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGESAND 3" O.C. EDGE FASTENING.
DESIGN ASSUMES 16" O.C MAX. STUD SPACING,
U.N.O.
INDICATES HOLDOWN
INDICATES EXTENT OF INT. OSB
SHEARWALL AND/OR 3" O.C. EDGE
NAILING
INDICATES POST ABOVE (P.A.) PROVIDE
SOLID BLOCKING UNDER POST OR JAMBABOVE.
ã
SOLE PLATE TO JOIST/BLK'G.
DOUBLE STUD
DOUBLE TOP PLATE
DOUBLE TOP PLATE LAP SPLICE
JOIST TO SOLE PLATE (3)10d TOENAILS
GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c.
10d NAILS @ 6" o.c.
STUD TO SOLE PLATE
BLK'G. BTWN. JOISTS TO TOP PL.
RIM TO TOP PLATE
TOP OR SOLE PLATE TO STUD
(3)10d TOENAILS
(3)10d TOENAILS
10d TOENAILS @ 6" o.c.
(3)10d NAILS
RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A
R.T. w/ HEEL HT. 9 14" TO 12"2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE
w/ 10d TOENAILS @ 6" O.C.
R.T. w/ HEEL HT. 12" TO 16"
R.T. w/ HEEL HT. UP TO 24"
R.T. w/ HEEL HT. 24" TO 48"
2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATEw/ 10d TOENAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -
FASTEN w/ 8d NAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -
FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT
10d NAILS @ 24" o.c.
10d NAILS @ 24" o.c.
(10)10d NAILS IN LAPPED AREA
WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL
CONNECTION SPECIFICATIONS (TYP. U.N.O.)
NOTE: 10d NAIL = 3" x 0.131" GUN NAIL
FASTENING SPEC.
TOP PLATE LAP @ CORNERS & INTERSECTING WALLS (2)10d NAILS
TOP OF HEEL
REISSUED: 09/21/202011/09/20
ã
”
” ”REISSUED: 09/21/202011/09/20
ã
LATERAL BRACING & SHEAR WALL
SHEATHING SPECIFICATIONS
THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL
FORCES RESULTING FROM:
115 MPH WIND IN 2020 InRC MAP
(115 MPH WIND SPEED IN ASCE 7-16
WIND MAP, PER IRC R301.2.1.1)
EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B.
THE DESIGN WAS COMPLETED PER 2018 IBC
(SECTION 1609) & ASCE 7-16, AS PERMITTED BY
R301.1.3 OF THE 2020 InRC, OR THE SIMPLIFIED
PRESCRIPTIVE PROCEDURE IN ACCORDANCE
WITH THE 2020 InRC IF THE PARAMETERS OF
SECTION R602.12 COMPLY. ACCORDINGLY, THIS
MODEL, AS DOCUMENTED AND DETAILED
HEREWITHIN, IS ADEQUATE TO RESIST THE CODEREQUIRED LATERAL FORCES.
SEE CONNECTION SPECIFICATIONS CHART FOR
STANDARD SHEAR TRANSFER DETAILING. IF
ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT
WILL BE SPECIFICALLY NOTED ON PLAN.
ALL STRUCTURAL PANELS ARE TO BE DIRECTLY
APPLIED TO STUD FRAMING.
NOTES
M&K STND. - OCT. 2015
PRE-MANUFACTURED PANELIZED WALLS:
FASTEN TOGETHER END STUDS OF WALL PANELSSHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS
@ 4" O.C. (THRU ONE SIDE ONLY)
3" O.C. EDGE NAILING
7/16" OSB OR 15/32" PLYWOOD:
FASTEN SHEATHING w/ 2-3/8"x0.113 NAILS @ 6"
O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD.
(TYP, U.N.O.)
ALL SHEATHING PANELS SHALL BE ORIENTED
VERTICALLY (LONG DIRECTION PARALLEL TO STUDS)
AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR -
2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO
SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE
FASTENING.
EXT. WALL SHEATHING SPECIFICATION
ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHEDAND ARE CONSIDERED SHEAR WALLS.
ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA
STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6"O.C IN FIELD.
AT DESIGNATED AREAS - FASTEN PANEL EDGES OF
WOOD STRUCTURAL WALL SHEATHING TO FRAMING
w/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THE
PANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE AT
THIS SPEC.ALL SHEATHING PANELS SHALL BE
ORIENTED VERTICALLY (LONG DIRECTION PARALLEL
TO STUD) AND INSTALLED FULL HEIGHT OF SHEAR
WALL - OR - 2x HORIZONTAL BLOCKING SHALL BE
PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES
AND 3" O.C. EDGE FASTENING.
DESIGN ASSUMES 16" O.C MAX. STUD SPACING,
U.N.O.
INDICATES HOLDOWN
INDICATES EXTENT OF INT. OSB
SHEARWALL AND/OR 3" O.C. EDGENAILING
INDICATES POST ABOVE (P.A.) PROVIDESOLID BLOCKING UNDER POST OR JAMB
ABOVE.
NOTES
7/16" OSB OR 15/32" PLYWOOD:
FASTEN SHEATHING w/ 2-3/8"x 0.113 NAILS @ 6" O.C. AT
EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.)
EXTERIOR WALL SHEATHING SPECIFICATION
INDICATES HOLDOWN
1. SEE CONNECTION SPECIFICATIONS CHART FOR
STANDARD SHEAR TRANSFER DETAILING. IF
ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT
WILL BE SPECIFICALLY NOTED ON PLAN.
2. DESIGN ASSUMES 16" O.C. MAX. STUD SPACING,
U.N.O.
3. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY
APPLIED TO STUD FRAMING.
4. PRE-MANUFACTURED PANELIZED WALLS:
FASTEN TOGETHER END STUDS OF WALL PANELS
SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4"
O.C. (THRU ONE SIDE ONLY)
INDICATES EXTENT OF INT. OSB SHEARWALL,
AND/OR 3" O.C. EDGE NAILING.
3" O.C. EDGE NAILING
ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED
AND ARE CONSIDERED SHEAR WALLS.
ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES
(7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD.
THE DESIGN WAS COMPLETED PER 2017 OBC
(SECTION 1609) & ASCE 7, AS PERMITTED BY R301.1.3
OF THE 2019 RCO. ACCORDINGLY, THIS MODEL, AS
DOCUMENTED AND DETAILED HEREWITHIN, IS
ADEQUATE TO RESIST THE CODE REQUIRED LATERAL
FORCES, AND DOES NOT NEED TO CONFORM TO
THE PRESCRIPTIVE PROVISIONS OF SECTION R602.10
WITHIN THE 2019 RCO.
THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL
FORCES RESULTING FROM:
115 MPH WIND IN 2019 RCO MAP
(115 MPH WIND SPEED IN ASCE 7
WIND MAP)
EXP. B & SEISMIC CAT. A/B.
ALL SHEATHING PANELS SHALL BE ORIENTED
VERTICALLY (LONG DIRECTION PARALLEL TO STUDS)
AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x
HORIZONTAL BLOCKING SHALL BE PROVIDED TO
SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE
FASTENING.
AT DESIGNATED AREAS - FASTEN PANEL EDGES OF
WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/
2-3/8"x 0.113 NAILS @ 3" O.C. AND 12" IN THE PANEL
FIELD. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC.
ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY
(LONG DIRECTION PARALLEL TO STUD) AND INSTALLED
FULL HEIGHT OF SHEAR WALL - OR - 2x HORIZONTAL
BLOCKING SHALL BE PROVIDED TO SUPPORT
UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE
FASTENING.
NOTES
7/16" OSB OR 15/32" PLYWOOD:
FASTEN SHEATHING w/ 2-3/8"x 0.113 NAILS @ 6"o.c. AT
EDGES AND 12" O.C. IN THE PANEL FIELD (TYP, U.N.O.)
ALL SHEATHING PANELS SHALL BE ORIENTED
VERTICALLY (LONG DIRECTION PARALLEL TO STUDS)
AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x
HORIZONTAL BLOCKING SHALL BE PROVIDED TO
SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE
FASTENING.
EXTERIOR WALL SHEATHING SPECIFICATION
INDICATES HOLDOWN BELOW
1.SEE CONNECTION SPECIFICATIONS CHART FOR
STANDARD SHEAR TRANSFER DETAILING. IF
ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT
WILL BE SPECIFICALLY NOTED ON PLAN.
2.DESIGN ASSUMES 16" O.C. MAX. STUD SPACING,
U.N.O.
3.ALL STRUCTURAL PANELS ARE TO BE DIRECTLY
APPLIED TO STUD FRAMING.
4.PRE-MANUFACTURED PANELIZED WALLS:
FASTEN TOGETHER END STUDS OF WALL PANELS
SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4"
O.C. (THRU ONE SIDE ONLY)
INDICATES EXTENT OF INT. OSB SHEARWALL,
AND/OR 3" O.C. EDGE NAILING.
3" O.C. EDGE NAILING
THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL
FORCES RESULTING FROM:
115 MPH WIND IN 2015 IRC MAP
(115 MPH WIND SPEED IN ASCE 7-10
WIND MAP, PER IRC R301.2.1.1)
EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B.
THE DESIGN WAS COMPLETED PER 2015 IBC (SECTION
1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE
2015 IRC, OR THE SIMPLIFIED PRESCRIPTIVE
PROCEDURE IN ACCORDANCE WITH THE 2015 IRC IF
THE PARAMETERS OF SECTION R602.12 COMPLY.
ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND
DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE
CODE REQUIRED LATERAL FORCES.
AT DESIGNATED AREAS - FASTEN PANEL EDGES OF
WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/
2-3/8 " x 0.113" NAILS @ 3" O.C. AND 12" O.C. IN THE
PANEL FIELD NO STAPLE ALTERNATIVE AVAILABLE AT THIS
SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED
VERTICALLY (LONG DIRECTION PARALLEL TO STUD) AND
INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x
HORIZONTAL BLOCKING SHALL BE PROVIDED TO
SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C.
EDGE FASTENING.
ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED
AND ARE CONSIDERED SHEAR WALLS.
ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES
(7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN
FIELD.
SOLE PLATE TO JOIST/BLK'G.
DOUBLE STUD
DOUBLE TOP PLATE
DOUBLE TOP PLATE LAP SPLICE
JOIST TO SOLE PLATE (3)10d TOENAILS
GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c.
10d NAILS @ 6" o.c.
STUD TO SOLE PLATE
BLK'G. BTWN. JOISTS TO TOP PL.
RIM TO TOP PLATE
TOP OR SOLE PLATE TO STUD
(3)10d TOENAILS
(3)10d TOENAILS
10d TOENAILS @ 6" o.c.
(3)10d NAILS
RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A
R.T. w/ HEEL HT. 9 14" TO 12"2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE
w/ 10d TOENAILS @ 6" O.C.
R.T. w/ HEEL HT. 12" TO 16"
R.T. w/ HEEL HT. UP TO 24"
R.T. w/ HEEL HT. 24" TO 48"
2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATEw/ 10d TOENAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -
FASTEN w/ 8d NAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -
FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT
10d NAILS @ 24" o.c.
10d NAILS @ 24" o.c.
(10)10d NAILS IN LAPPED AREA
WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL
CONNECTION SPECIFICATIONS (TYP. U.N.O.)
NOTE: 10d NAIL = 3" x 0.131" GUN NAIL
FASTENING SPEC.
TOP PLATE LAP @ CORNERS & INTERSECTING WALLS
(2)10d NAILS
TOP OF HEEL
11/09/20
5-3/4"
8-3/4"
7-3/4"
6-3/4"
10:12 ROOF PITCH7:12
8:12
9:12
6:12
HEEL CUT STANDARDS
14:12
9-3/4"
13-3/4"
11-3/4" 12:12
4-3/4" 5:12
3-3/4" 4:12
OVERHANG
1'-0" 2'-0"
7-3/4"
9-3/4"
11-3/4"
13-3/4"
N/A
N/A
N/A
N/A
N/A
SOLE PLATE TO JOIST/BLK'G.
DOUBLE STUD
DOUBLE TOP PLATE
DOUBLE TOP PLATE LAP SPLICE
JOIST TO SOLE PLATE (3)10d TOENAILS
GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c.
10d NAILS @ 6" o.c.
STUD TO SOLE PLATE
BLK'G. BTWN. JOISTS TO TOP PL.
RIM TO TOP PLATE
TOP OR SOLE PLATE TO STUD
(3)10d TOENAILS
(3)10d TOENAILS
10d TOENAILS @ 6" o.c.
(3)10d NAILS
RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A
R.T. w/ HEEL HT. 9 14" TO 12"2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATEw/ 10d TOENAILS @ 6" O.C.
R.T. w/ HEEL HT. 12" TO 16"
R.T. w/ HEEL HT. UP TO 24"
R.T. w/ HEEL HT. 24" TO 48"
2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE
w/ 10d TOENAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -FASTEN w/ 8d NAILS @ 6" O.C.
LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -
FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT
10d NAILS @ 24" o.c.
10d NAILS @ 24" o.c.
(10)10d NAILS IN LAPPED AREA
WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL
CONNECTION SPECIFICATIONS (TYP. U.N.O.)
NOTE: 10d NAIL = 3" x 0.131" GUN NAIL
FASTENING SPEC.
TOP PLATE LAP @ CORNERS & INTERSECTING WALLS (2)10d NAILS
TOP OF HEEL
ãREISSUED: 09/21/202011/09/20
FP Supply310 S Kitley AveIndianapolis, IN 46219; 317-357-8011These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Drees HomesStructural Drawings Prepared By:84 Lumber CompanyMike T LeeDrees IndyALB-19Rev.aBy DateGL 10/5/2020CommentsAdded HVAC Holes Per AirtronDrawn By:GLChecked By: Date:10/1/2020Monticello U
2020-1084GLa
Sheet
1 of 2
First Floor System
Not to Scale
Confirm this layout with Drees Homes. Make sure all discrepencies are corrected before installing this floor system.
All Dimensions are Approximate
and Must Be Field Verified.
TJI 210
TJI 360
TJI 560
Joists by Series
Kitchen Island
Mechanical Chase
Hatch Legend 11-7/8" TJI 19.2" oc spacingFraming Connector Summary
PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff
H1 4 Simpson HUS1.81/10 Designed - No No No
H3 4 Simpson IUS2.06/11.88 Designed - No No No
Products
PlotID Length Product Plies Net Qty
F18' 18' 0" 11 7/8" TJI 210 joist 1 12
F14' 14' 0" 11 7/8" TJI 210 joist 1 1
F12' 12' 0" 11 7/8" TJI 210 joist 1 1
F8' 8' 0" 11 7/8" TJI 210 joist 1 4
F4' 4' 0" 11 7/8" TJI 210 joist 1 1
X38' 38' 0" 11 7/8" TJI 560 joist 1 1
X36' 36' 0" 11 7/8" TJI 560 joist 1 9
X22' 22' 0" 11 7/8" TJI 560 joist 1 8
X20' 20' 0" 11 7/8" TJI 560 joist 1 24
X14' 14' 0" 11 7/8" TJI 560 joist 1 1
TS1-3 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3
TS2-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4
TS3 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1
TS4 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2
STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 16
Accessories
PlotID Length Product Plies Net Qty
23/32"x4'x8' OSB Sheathing (48/24) 1 67
Blocking
PlotID Length Product Plies Net Qty
FBk1 1' 6" 11 7/8" TJI 210 joist 1 2
FBk2 1' 6" 11 7/8" TJI 210 joist 1 13
FBk2 1' 0" 11 7/8" TJI 210 joist 1 3
FBk1 6" 11 7/8" TJI 210 joist 1 1
FBk2 6" 11 7/8" TJI 210 joist 1 1
XBk1 1' 6" 11 7/8" TJI 560 joist 1 6
XBk1 1' 0" 11 7/8" TJI 560 joist 1 2
XBk1 6" 11 7/8" TJI 560 joist 1 1
STBk2-3 1' 6" 1 1/8" x 11 7/8" TJ Rim Board 3 3
STBk1-2 1' 6" 1 1/8" x 11 7/8" TJ Rim Board 2 8
LEVEL NOTES
Current Date: 10/5/2020
File Name: 2020-1084GLa Drees Indy, ALB-19.jvl
Level Name: First FLoor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 41
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 35, joist = F18'(i35702)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 67, joist = F8'(i35585)
FLOOR
Floor Container: FC10
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 41
Directly Applied Ceiling: None
Decking Attachment: Glue and Nail
Decking Material: 23/32"x4'x8' OSB Sheathing (48/24)
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No
CS
CS
A3
A3
A3
CS
A3
A3
A3
CS
A3
A3
A3
PL: 17.8K
CS
CS
CS
B1
B1
B1
B1
B4
A3 A3
A3 Steel BeamSteel BeamTS2-2
TS2-2
TS4X14'
X20'
X20'
X20'
X20'
X20'
X20'
X36'
X36'
X36'
X36'
X36'
X36'
X36'
X36'
X38'
X36'
X20'
X20'
X20'
X20'
X20'
X20'
X20'
X20'
X20'
STRm1
STRm1
STRm1
STRm1
STRm1STRm1STRm1 STRm1STRm1STRm1TS1-3
STBk1-2 FBk2 FBk117' 10"
X20'STBk1-2FBk2Toilet
STRm1 FBk1 7' 5 1/2" 31' 0 1/2"TS4TS3
3' 7" 3' 10 1/2"19' 2" STRm1 20' 2"23' 6 1/2"18' 9"
CS
CS STBk2-3STRm114' 0"16' 11"STRm1CS
8" Holes
8" Round Hole
8" Round Hole8" Round Hole
6' 0"
8' 0"
2' 6" 10' 6"
B1
CS
12' 1 1/2"
STRm1
F14'
F12' 55' 2"16' 8" 9 9/16"1' 7 3/16"A3STRm1 STRm1STRm112' 8"
8" Holes
4' 0" H1 H1H1H1 12' 6"
H3
H3
H3
H3
STRm1STRm1STRm1STRm1 STRm1X20'
X20'
X20'
X20'
X20'
X20'
X20'
X20'
X22'
X22'
X22'
X22'
X22'
X22'
X22'XBk1F4'
X22'11"2' 3 3/8"HO6
HO7
F18'F8'F8' 5-1/2" bearing required.
5-1/2" bearing required.
11/09/20
FP Supply310 S Kitley AveIndianapolis, IN 46219; 317-357-8011These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Drees HomesStructural Drawings Prepared By:84 Lumber CompanyMike T LeeDrees IndyALB-19Rev.aBy DateGL 10/5/2020CommentsAdded HVAC Holes Per AirtronDrawn By:GLChecked By: Date:10/1/2020Monticello U
2020-1084GLa
Sheet
2 of 2
Second Floor System
Not to Scale
Confirm this layout with Drees Homes. Make sure all discrepencies are corrected before installing this floor system.
All Dimensions are Approximate
and Must Be Field Verified.
TJI 210
TJI 360
TJI 560
Joists by Series
Kitchen Island
Mechanical Chase
Hatch Legend
Framing Connector Summary
PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff
H1 2 Simpson HHUS410 Designed - No No No
H2 3 Simpson HUS1.81/10 Designed - No No No
H3 1 Simpson IUS2.06/11.88 Designed - No No Yes
H4 29 Simpson IUS2.06/11.88 Designed - No No No
H6 12 Simpson IUS2.37/11.88 Designed - No No No
H7 5 User IUS2.37/11.88 User Defined - Not Required No Not Required
Products
PlotID Length Product Plies Net Qty
F38' 38' 0" 11 7/8" TJI 210 joist 1 5
F18' 18' 0" 11 7/8" TJI 210 joist 1 17
F14' 14' 0" 11 7/8" TJI 210 joist 1 2
F10' 10' 0" 11 7/8" TJI 210 joist 1 5
F4' 4' 0" 11 7/8" TJI 210 joist 1 14
R24' 24' 0" 11 7/8" TJI 360 joist 1 7
R22' 22' 0" 11 7/8" TJI 360 joist 1 5
R20' 20' 0" 11 7/8" TJI 360 joist 1 17
R18' 18' 0" 11 7/8" TJI 360 joist 1 4
M1-2 20' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2
M2-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4
TS1 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1
TS2-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
TS3-2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
TS4-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3
TS5-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
TS6 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1
TS8-3 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3
TS7-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12
Accessories
PlotID Length Product Plies Net Qty
9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 10
9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 2
23/32"x4'x8' OSB Sheathing (48/24) 1 62
Blocking
PlotID Length Product Plies Net Qty
FBk1 2' 0" 11 7/8" TJI 210 joist 1 1
FBk1 1' 6" 11 7/8" TJI 210 joist 1 33
FBk2 1' 6" 11 7/8" TJI 210 joist 1 1
FBk1 1' 0" 11 7/8" TJI 210 joist 1 2
FBk2 1' 0" 11 7/8" TJI 210 joist 1 1
FBk3 1' 0" 11 7/8" TJI 210 joist 1 2
FBk3 6" 11 7/8" TJI 210 joist 1 1
LEVEL NOTES
Current Date: 10/5/2020
File Name: 2020-1084GLa Drees Indy, ALB-19.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 45
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 37, joist = F38'(i35986)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 70, joist = F10'(i35916)
FLOOR
Floor Container: FC8
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 45
Directly Applied Ceiling: Varies
Decking Attachment: Glue and Nail
Decking Material: 23/32"x4'x8' OSB Sheathing (48/24)
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No 11-7/8" TJI 19.2" oc spacing 11-7/8" TJI 19.2" oc spacing 11-7/8" TJI
19.2" oc spacing
CS
A3
A3
A3
A3
A3
A3
A3
CS
A3
E1B4
B4
E1
B1
B4
B1
B4
A3
B1
E1 TS4-3 Dropped LVL BeamM1-2 Dropped 2x header TS5-2TS8-3 M2-2
TS7-2M2-2
TS2-2 TS6Dropped Steel Beam Dropped BBO 7' 5 1/2" 13' 2"Shower
Toilet
Toilet
Toilet
Shower
7' 5 1/2"15' 10 1/2"18' 5" 15' 10 1/2"22' 3 1/2" R20'
F38'
R20'
STRm1
STRm1
STRm1 STRm1STRm11' 7 3/16"9 9/16" 1' 7 3/16" 1' 0 1/2" STRm18" Round Hole FBk2Dropped LVL Beam STRm113' 8 1/2"
6' 6"11' 0" 16' 8"1' 7 3/16" 9 5/8" 1' 7 3/16"9 9/16"1' 7 3/16"Dropped 2x HeaderR18'
BBO16CS
STRm1TS1F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'
F4'STRm1STRm1STRm1
STRm1FBk1FBk11' 9 1/16"10' 6 1/2" H2H2 H1
20' 3"19' 3" 37' 3 1/2"Dropped 2x Header
F14'
F14'2' 0" 2' 0" 10' 0" 12' 6"
STRm1
Tub
H4
H4
H4
H4
H4 FBk1FBk1H4
H4
H4
H4
H4
7 3/16"
2' 11 11/16"8' 7"2' 4 1/4"
Shower
F18'FBk3F18'8"1' 7 3/16"11 3/16"F18'FBk1F18'4"1' 7 3/16"1' 3 3/16" VO10
H7H7H2H7H7H7H3
H4
H4
H4
H4
H4
H6
H4
H4
H4
H4
FBk1TS3-2 F10'
H1 R20'R20'R18' F18'F18' F10'F38'R24' R22'H6H4H4 H4 H6INSUFFICIENT PRODUCT SUBSTITUTION
Specified: 2 py 1-3/4" x 18" Microllam LVL
Required: 2 ply 1-3/4" x 20" Microllam LVL
The product(s) specified on the architectural or
structural plans for this beam / joist was found
to be insufficient.
Supports girder
truss above.
Tub location unverified, please
confirm prior to construction
11/09/20
DATA OUTLET
PHONE JACK
HOME OFFICE OUTLET
GAS
PR
TV
EC
4-WAY SWITCH
PROJECTOR ROUGH-IN
CABLE TELEVISION JACK
GROUND FAULT OUTLET
WEATHERPROOF OUTLET
3-WAY SWITCH
FLOOR OUTLET
220 OUTLET
WALL OUTLET
SINGLE POLE SWITCH
BLOCK, MOUNT, & SWITCH FOR
(CENTER, UNLESS OTHERWISE NOTED)
EXHAUST FAN AND LIGHT
FUTURE FAN/LIGHT COMBINATION
ENTERTAINMENT CENTER OUTLET
D
CO DETECTOR
FLOOR DRAIN
GAS HOOK UP
SHOWER HEAD
SMOKE DETECTOR
WALL MTD. EXHAUST FAN
CLG. MTD. EXHAUST FAN
WALL SCONCE @ 5'-6" A.F.F.
DIRECTIONAL CAN LIGHT
DOUBLE SPOTLIGHT FIXT.
WALL MOUNTED LIGHT FIXT.
CLG. MOUNTED LIGHT FIXT.
UNDER CABINET LIGHTING
FLUORESCENT LIGHT
HOSE BIB
PIN LIGHT
COMBINATION CO 34 STAIR LIGHT
SD
CO
SD SMOKE DETECTOR/
CO DETECTOR COMBINATION
SURFACE MOUNT DISC LIGHT OR
RECESSED CEILING LIGHT,PER SPECS.
ã REISSUED: 09/21/202011/09/20
DATA OUTLET
PHONE JACK
HOME OFFICE OUTLET
GAS
PR
TV
EC
4-WAY SWITCH
PROJECTOR ROUGH-IN
CABLE TELEVISION JACK
GROUND FAULT OUTLET
WEATHERPROOF OUTLET
3-WAY SWITCH
FLOOR OUTLET
220 OUTLET
WALL OUTLET
SINGLE POLE SWITCH
BLOCK, MOUNT, & SWITCH FOR
(CENTER, UNLESS OTHERWISE NOTED)
EXHAUST FAN AND LIGHT
FUTURE FAN/LIGHT COMBINATION
ENTERTAINMENT CENTER OUTLET
D
CO DETECTOR
FLOOR DRAIN
GAS HOOK UP
SHOWER HEAD
SMOKE DETECTOR
WALL MTD. EXHAUST FAN
CLG. MTD. EXHAUST FAN
WALL SCONCE @ 5'-6" A.F.F.
DIRECTIONAL CAN LIGHT
DOUBLE SPOTLIGHT FIXT.
WALL MOUNTED LIGHT FIXT.
CLG. MOUNTED LIGHT FIXT.
UNDER CABINET LIGHTING
FLUORESCENT LIGHT
HOSE BIB
PIN LIGHT
COMBINATION CO 34 STAIR LIGHT
SD
CO
SD SMOKE DETECTOR/
CO DETECTOR COMBINATION
SURFACE MOUNT DISC LIGHT OR
RECESSED CEILING LIGHT,PER SPECS.
ã
”REISSUED: 09/21/202011/09/20
ã
11/09/20
ã REISSUED: 09/21/202011/09/20
ã
BRICK and STONE LINTEL SCHEDULE
48" HIGH SPAN WINDOW
*STONE *BRICKAll Lintels: 4" Minimum bearing required each end
* Brick is based on 40psf and Stone is based on 60psf
** Any lintels not described by the above parameters shall be specifically designed.
LINTEL SIZE36" HIGH ABOVE
Up to 6'-0"
Up to 8'-3"
Up to 9'-3"
Up to 16'-3"
Up to 6'-0"
Up to 8'-3"
Up to 9'-3"
Up to 16'-3"
L7 x 4 x 38 L8 x 4 x 1 2 L8 x 4 x 12
L6 x 4 x 516
L5 x 3 12 x 516
L3 12 x 3 12 x 14
L7 x 4 x 38
**per Design
L5 x 3 12 x 516
L4 x 3 12 x 14
L7 x 4 x 38 **per Design
**per Design**per Design
L6 x 4 x 38
L8 x 4 x 12
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----
----
---- ----
----
----
----
----
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TYPICAL TRIM:
6" FASCIA
8" FRIEZE
(ALL SIDES)
(ALL SIDES, UNLESS OTHERWISE NOTED)REISSUED: 09/21/202011/09/20
ã
TYPICAL TRIM:
6" FASCIA
8" FRIEZE
(ALL SIDES)
(ALL SIDES, UNLESS OTHERWISE NOTED)REISSUED: 09/21/202011/09/20
ã
TYPICAL TRIM:
6" FASCIA
8" FRIEZE
(ALL SIDES)
(ALL SIDES, UNLESS OTHERWISE NOTED)
11/09/20
ã
TYPICAL TRIM:
6" FASCIA
8" FRIEZE
(ALL SIDES)
(ALL SIDES, UNLESS OTHERWISE NOTED)REISSUED: 09/21/202011/09/20
ã
GRADE
TYPICAL SECTION
THROUGH PORCH SLAB
SCALE: 1/2" = 1'-0"
STUD WALL IS 4" OFF
OF FRONT FACE OF
FOUNDATION WALL,
UNLESS OTHERWISE NOTED
ON FOUNDATION PLAN.
BASEMENT
FOUNDATION WALL
REBAR PER
SPECIFICATION
MANUAL
BRICK OR FAUX STONE, WHEN
PRESENT AT PORCH, SITS ON SLAB.
HOUSE WRAP
TO LAP OVER
6 MI. POLY
TOP OF BASEMENT
FOUNDATION WALL 6 MI. POLY
11/09/20
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11/09/20
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11/09/20
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GARAGE PORTAL FRAME BRACING ELEVATION
NOT TO SCALE BOTH SIDES OF GARAGE DOOR
OUTSIDE ELEVATION SECTION A-A THROUGH PIER
INSIDE ELEVATION
SIMPSON
MSTA49
STRAP,
CENTERED @
BOTTOM OF
HEADER
- LOCATE ON
INSIDE FACE
OF WALL.
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN
MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x
HORIZONTAL BLOCKING TO SUPPORT PANEL
EDGES.
FASTEN SHEATHING TO HEADER WITH 8d COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.
IN ALL FRAMING (STUDS & SILLS) - TYPICAL.
FASTEN TOP PLATE TO HEADER w/
2 ROWS OF 16d NAILS @ 3" o.c.
16d SINKER
NAILS IN (2)
ROWS @
3"O.C.
NOTE: ALL SHEATHABLE
AREAS OF EXTERIOR WALL
SHALL BE FULLY SHEATHED
WITH 1/2" PLYWOOD OR
7/16" OSB
PLAN VIEW OF CORNER DETAIL
16d NAIL AT
12" O.C.
ANCHOR BOLTS PER CODE (2 MIN.)
WITH 2"x2"x3/16" PLATE WASHERS.10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0"
MIN. PANEL WIDTH BASED ON
6:1 HEIGHT-TO-WIDTH ASPECT RATIO
FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
EXTENT OF HEADER
BLOCKING AS REQ'D
FOR SHEATH'G SPLICE10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0"
SHEATHING
FILLER
AS REQ'D
8D NAIL @
6" O.C. IN ALL
PANEL EDGES
NOT PART OF
PORTAL FRAMEKING STUD7/16" OSB OR 1/2"
PLYWOOD
SHEATHING,
CONTINUOUS
FROM TOP TO
BOTTOM OF WALL,
OR FROM TOP OF
WALL TO
PERMITTED SPLICE
AREA.12' MAX. WALL HEIGHTFASTEN HEADER TO KING
STUDS W/ (6) 16d SINKERS
MIN. (2) JACK STUDS OR
AS NOTED ON PLANS
EXTENT OF HEADER
PONYWALL(3'-0" MAX)12' MAX. WALL HEIGHT2412"2412" PORTAL
FRAME
WALL SEGMENT
LOCATE HEADER @
TOP OF OPENING
JACK STUD1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT
AND 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL
MIN. (2) JACK STUDS OR
AS NOTED ON PLANS
SIMPSON MSTA49 STRAP, OPPOSITE
SIDE OF SHEATHING. (SEE SECTION
A-A) TYP. INSTALL PER MANUF. SPEC.
3"x 11-1/4" MIN.
HEADER (SEE PLANS)
APONYWALL(3'-0" MAX)3"x 11-1/4" MIN.
HEADER (SEE PLANS)
LOCATE HEADER @
TOP OF OPENING
A
2x SHEAR WALL
(SEE PLANS)
FASTEN FLOOR SHEATHING
TO RIM BOARD BLOCKING
w/ (3)10d NAILS
FLOOR SYSTEM
(SEE PLANS)
RIM BOARD BLOCKING IN
EVERY OTHER JOIST BAY,
FASTENED TO DBL. TOP
PLATE w/(3)10d TOENAILS
PERPENDICULAR TO FRAMING
ONLY REQ'D WHERE NOTED ON PLAN
SCALE: 1/2" = 1'-0"
SHEAR TRANSFER DETAIL
@ INTERSECTING INT.
SHEARWALL
11/09/20