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HomeMy WebLinkAbout10478 Roxley Bend- M000.0 Lower Level Mechanical PlanBend 06/29/20 Adam Schriner ELEVATION NOTES 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. - 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 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. - WATERPROOF 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) OUTLETS TO BE INSTALLED PER NEC 2017. - 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.ã06/29/20 Adam Schriner Framing Connector Summary PlotIDQty Manuf Product Design Method Face Nails Top Nails Member Nails SkewBacker Blks Filler Web Stiff H1 2 Simpson IUS1.81/14Designed 12- 10dx1.5- 2- 10dx1.5 - No No No H2 2 Simpson IUS2.06/14Designed 12- 10dx1.5- 2- Strong-Grip - No No No Products PlotIDLength Product Plies Net Qty G44' 44' 0"14" TJI 210 joist 1 1 G22'-2 22' 0"14" TJI 210 joist 2 4 G16' 16' 0"14" TJI 210 joist 1 2 G14' 14' 0"14" TJI 210 joist 1 10 G6' 6' 0" 14" TJI 210 joist 1 2 GBk1 2' 0" 14" TJI 210 joist 1 18 S44' 44' 0"14" TJI 360 joist 1 2 S42' 42' 0"14" TJI 360 joist 1 11 S34' 34' 0"14" TJI 360 joist 1 6 S32' 32' 0"14" TJI 360 joist 1 2 S28' 28' 0"14" TJI 360 joist 1 4 S24' 24' 0"14" TJI 360 joist 1 6 S22'-2 22' 0"14" TJI 360 joist 2 8 S22' 22' 0"14" TJI 360 joist 1 8 S20' 20' 0"14" TJI 360 joist 1 1 S18' 18' 0"14" TJI 360 joist 1 11 S16' 16' 0"14" TJI 360 joist 1 5 SBk1 2' 0" 14" TJI 360 joist 1 15 M1-2 16' 0"1 3/4" x 14" 2.0E Microllam LVL (WSO)2 2 TS1-2 44' 0"1 3/4" x 14" 1.55E TimberStrand LSL 2 4 TS3-2 22' 0"1 3/4" x 14" 1.55E TimberStrand LSL 2 8 TS2 22' 0"1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS4 20' 0"1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS5-2 18' 0"1 3/4" x 14" 1.55E TimberStrand LSL 2 2 TS6 16' 0"1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS7 6' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS8 4' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 1 RM1 16' 0"1 1/8" x 14" TJ Rim Board 1 17 Total Lengths Length Product 352' 0" 14" TJI 210 joist 1754' 0"14" TJI 360 joist 32' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 456' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 272' 0" 1 1/8" x 14" TJ Rim Board LEVEL NOTES Current Date: 5/15/2020 File Name: 2020-0550GLa Drees Indy, IGA-487.jvl Level Name: 1st-Floor Framing Building Code - Design Methodology: IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 44 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 36, joist = S44'(i54478) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 58, joist = S16'(i54455) FLOOR Floor Container: FC1 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: 44 Directly Applied Ceiling: None Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: No Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No B1 B1 B4 B1 B4 B1 B1B1 B1 B1 A3 A3 A3 A3 A3 A3 A3 A3 A3A3 A3 A3 A3 A3 A3 B1 B1 B4 B1 B1 CS CS CS CS CS CS CS B1W B1W WW W Dropped Steel Beam Dropped Steel Beams TS4TS6 TS7TS8 Toilet Toilet Shower Garden Tub Toilet 1' 1 3/16" 1' 7 3/16" 1' 7 3/16" 1' 1 3/16" 7' 6" 3' 11" 24' 0" 2' 0"13' 0"14' 0"16' 2"14' 0"18' 1" 17' 11"45' 5"3' 9" 3' 9"5' 8" 2' 3"3' 9" G44'S42'S42'S42'S42'S42'S42'S42'S42'S22'S22'S44'S44'S22'-2S22'-2S22'-2S22'-2G14'S20' S42'G6' S24'G6' S24'S24'G16' S24'G16' S24'S42'S42'S28'RM1RM1RM1RM1RM1RM1RM1 RM1 RM1 RM1 RM1RM1RM1RM1RM1 RM1 RM1 RM1 RM1 GBk1 GBk1 G14'G14'G14'G14'G14'G14'G14'G14'G14'GBk1 G22'-2G22'-2GBk1 S34'S32'S28'S28'S28'1' 0" 1' 9 3/16" GBk1 S32'S34'S34'S34'S34'S34'1' 10 11/16" 1' 3 3/4" TS1-2RM1 RM1S22'SBk1 TS3-2S18'S18'S18'S18'S18'S18'S18'S18'S18'S18'S18' SBk1TS5-2TS3-2TS3-2TS1-2M1-2 S22'SBk1 TS3-2TS2RM1RM1 H2 H2H1 H1 GBk1 S16'S16'S16'S16'S16'S22'S22'S22'S22'SBk1 S24'SBk1 12' 7 1/2"Mechanical Chase Kitchen Island Hatch Legend TJI 110 TJI 210 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:84 Lumber CompanyDrees HomesIGA-487RevaBy DateGL 5/15/2020CommentsReissued prints. Made adjustments to the floor layoutDrawn By:GLChecked By: Release Date:4/21/20Job # 2020-0550GLa Sheet 1 of 2 A complete Javelin ® framing plan requires the Trus Joist Installation Guide See the Trus Joist Installation Guide for Product Trademark Information SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) Beam by Others Detail Callout Label (See Framer's Pocket Guide) Non-Load Bearing Wall Joist Under Wall Above BBO A10'UWALack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.First Floor System Scale: 1/4" = 1'0"These placement plans have been developed for the specificationof products based on project information provided. This service is solelyintended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding code. The designer of record and/or builder/framer is responsibleto assure these drawings are compatible with the overall project.06/29/20 Adam Schriner Start Spacing 19.2" O.C. Start Spacing 19.2"" O.C. Framing Connector Summary PlotIDQty Manuf Product Design Method Face Nails Top Nails Member Nails SkewBacker Blks Filler Web Stiff H1 68Simpson IUS2.06/14Designed 12- 10d - 2- Strong-Grip - No No No H2 5 Simpson IUS2.06/14Designed 12- 10dx1.5 - 2- Strong-Grip - No No No H3 1 Simpson HUS1.81/10 Designed 30- 10d - 10- 10d - No No No H5 3 Simpson MIT3514 Designed 4- 10d 4- 10d 2- 10dx1.5 - No No No H6 6 Simpson MIT4.28/14Designed 4- 10d 4- 10d 2- 10dx1.5 - No No No H8 6 Simpson HHUS410 Designed 30- 10d - 10- 10d - No No No Products PlotIDLength Product Plies Net Qty G24'-2 24' 0" 14" TJI 210 joist 2 14 G22' 22' 0" 14" TJI 210 joist 1 16 G20' 20' 0" 14" TJI 210 joist 1 8 G16' 16' 0" 14" TJI 210 joist 1 5 G10' 10' 0" 14" TJI 210 joist 1 8 G8' 8' 0" 14" TJI 210 joist 1 3 G4' 4' 0" 14" TJI 210 joist 1 36 GBk1 2' 0" 14" TJI 210 joist 1 30 S36' 36' 0" 14" TJI 360 joist 1 3 S34' 34' 0" 14" TJI 360 joist 1 6 S32' 32' 0" 14" TJI 360 joist 1 2 S20' 20' 0" 14" TJI 360 joist 1 1 SBk1 2' 0" 14" TJI 360 joist 1 2 M1-2 18' 0" 1 3/4" x 18" 2.0E Microllam LVL (WSO)2 4 M2-3 12' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)3 3 M3-2 8' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)2 2 TS1-2 42' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 2 TS2-2 24' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 4 TS3-2 22' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 6 TS4 20' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS5-2 14' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 2 TS7-2 10' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 2 TS6 10' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS8 4' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 2 RM1 16' 0" 1 1/8" x 14" TJ Rim Board 1 11 Total Lengths Length Product 1236' 0" 14" TJI 210 joist 400' 0" 14" TJI 360 joist 72' 0" 1 3/4" x 18" 2.0E Microllam LVL (WSO) 52' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 398' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 176' 0" 1 1/8" x 14" TJ Rim Board LEVEL NOTES Current Date: 5/15/2020 File Name: 2020-0550GLa Drees Indy, IGA-487.jvl Level Name: 2nd-Floor Framing Building Code - Design Methodology: IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 43 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 38, joist = G22'(i54537) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 74, joist = G8'(i54398) FLOOR Floor Container: FC2 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: 43 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: No Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No E1 E1 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 B1 A3 B1 A3 CS CS CS M1-2 TS1-2M1-2 TS5-2 TS2-2Dropped 2x Header TS4 M3-2 TS7-2 TS6 Toilet Toilet Shower Toilet Tub Tub 9 3/16" 1' 7 3/16" 10"TS3-2TS3-2 TS8 TS8 G22' G22'G22' G22'G22' G22'G22' G22'G22'G16' G4'G16' G4'G16' G4'G16' G4'G16' G4'G20' G24'-2G20' G24'-2G20' G24'-2G20' G24'-2G20' G24'-2G20' G24'-2G20' G24'-2G20' G4'G4'G4'G4'G4'G8'G8'S20' S36'S36'S36'S32'S34'S34'S34'S34'S34'S34'S32'RM1RM1RM1RM1RM1 RM1 RM1 RM1RM1RM1RM1 RM1 RM1RM1RM1 RM1 G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4' G4'G22'G22'G22' G22'G22'G22'G22'G10'G10'G10'G10'G10'G10'G10'G10'GBk1 RM1GBk1 G4' GBk1 TS3-2RM1 H2H2H2H2H3 GBk1 H8 Dropped 2x Header Dropped 2x Header GBk1 H1H1H6H6H1H6H6H1H1H6H6M2-3 H1H1 H1H1H1H1H1H8H1H1H1 H1H1 H1H1 H1 H1 H1 H1 H1 H1 H1 H8 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H8 H1 H1 H1 H1 H1 H1 H1 H1 H1H1H1H1SBk1TS2-247' 11" 17' 7 1/2"H1H1H1H1H1H1H1H119' 4 1/2"38' 5"3' 9"5' 8"2' 3"14' 0" H8H8 H1H5H5H2RM1 H5G8'H1H1H1H1H11' 5 15/16" 1' 8 1/2"H1H18' 4 1/4" 11' 10 1/2"3' 7"H1H1 9 1/8"Confirm location of end joist prior to construction Hold bottom of beam even with bottom of floor Mechanical Chase Kitchen Island Hatch Legend TJI 110 TJI 210 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:84 Lumber CompanyDrees HomesIGA-487RevaBy DateGL 5/15/2020CommentsReissued prints. Made adjustments to the floor layoutDrawn By:GLChecked By: Release Date:4/21/20Job # 2020-0550GLa Sheet 2 of 2 A complete Javelin ® framing plan requires the Trus Joist Installation Guide See the Trus Joist Installation Guide for Product Trademark Information SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) Beam by Others Detail Callout Label (See Framer's Pocket Guide) Non-Load Bearing Wall Joist Under Wall Above BBO A10'UWALack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.Second Floor System Scale: 1/4" = 1'0"These placement plans have been developed for the specificationof products based on project information provided. This service is solelyintended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding code. The designer of record and/or builder/framer is responsibleto assure these drawings are compatible with the overall project.06/29/20 Adam Schriner 4040 SLIDER 63'-0"4'-0" 49'-0" 10'-0"24'-8" 18'-4" 14'-0" 13'-0" 6'-0" 4'-0" 6'-0" 4'-0" 90'-0"4'-0" 2'-0"5'-0"5'-0"1'-0" 4'-0"60'-0"42'-0" 4'-0" 14'-0"90'-0" 24'-0" 13'-0" 17'-0" 17'-3" 18'-9" 8'-6" 8'-6"8"40'-8" 8" 8" 23'-4" 1'-4" 3'-5 1/2" 1'-9" 9'-0" 2'-0" 9'-0" 2'-0" 9'-0" 4'-5 1/2"TO C.L. OF STEEL BEAM20'-0"TO C.L. OF STEEL BEAM 20'-0" TO C.L. OF COLUMN 14'-5" TO C.L. OF COLUMN 14'-0" TO C.L. OF COLUMN 18'-5" TO C.L. OF COLUMN 17'-2"TO C.L. OF STEEL BEAM 20'-6" TO C.L. OF STEEL BEAM13'-6"13'-0" 15'-0" 36'-0"TO C.L. OF DRAIN19'-5 1/2"TO C.L. OF DRAIN 24'-6" FULL BASEMENT 4040 SLIDER 12'-11" 5'-10"6'-0"8'-0"8"1'-8" 8" 3'-0" 5650 SLIDER 8" 6'-8" 8" 3'-4" 3'-4" UNEXCAVATED UNEXCAVATED 1 1 1 1 1 1 4 3 55 6 7 7 7 8 9 10 11 14 14 14 22 12 12 31'-9 1/2" 8'-10" 23'-4 1/2"3'-10"14'-2 5/16" 12 18'-9"4'-0"7 8F.J.F.J. @ 19.2" O.C.3-1/2" x 5-1/4" PSL 36"x36"x12" PLAIN CONC. FTG. B.W.A. B.W.A. 12 18'-9"DBL. F.J. @ 19.2" O.C. F.J. 13 (3)2x4 24"x24"x8" PLAIN CONC. FTG. (3)2x4 (2)2x4 (3)2x10 DROPPED B.W.A. 10 P.A.F.J. @ 19.2" O.C. F.J.END JOISTF.J. @ 19.2" O.C.B.W.A.F.J. @ 19.2" O.C.DBL JOISTDBL JOISTDBL JOISTF.J. @ 19.2" O.C.DBL F.J. @ 19.2" O.C. (2)2x4 B.W.A. 10 POST ABOVE F.J. 10 POST ABOVE POST ABOVE W8x24 DROPPEDW8x24 DROPPED (2-SPAN CONT.) 15 SPLICE STEEL BM. CONNX. F.J.10 F.J. F.J. 16 W8x24 DROPPED RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 1.01 Elevation "R" Foundation Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 OUTLINE OF BASEMENT STAIRS ADJUSTABLE STEEL COLUMN (6.7K RXN) ON 36"x36"x12" CONCRETE PAD GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 8 9 10 12"W. x 8"H. x 4"D. BEAM POCKET 11 12 13 14 15 BRICK LEDGE -FIELD VERIFY DROPPED BRICK LOCATIONS 16 8"W. x 8"H. x 4"D. BEAM POCKET General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 10'-0" TALL AND 12" THICK UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 3" DIA NON-ADJ. SCH. 40 PIPE COL. W/ 60"x60"x18" THICK REINF. CONC. FOOTING W/ (6)#5 BARS E.W.B. DBL. EVERY OTHER F.J. BELOW KITCHEN ISLAND ABV. LINE OF STUD WALL/PORCH SLAB ABOVE 8”DEEP x 16”WIDE FOOTER AT BEARING WALL ADD'L FLOOR JOIST BELOW PARTITION WALL ABOVE USE CONC. HEADER-BOTTOM OF WINDOW SILL TO BE A MAX. 44" A.F.F. 17 -- REFER TO STANDEARD DETAIL SHEET S-1B FOR GARAGE SLAB DETAILS ADJUSTABLE STEEL COLUMN (19.3K RXN) ON 42"x42"x15" CONCRETE PAD REISSUED: 05/13/2020 06/29/20 Adam Schriner UP DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED BEDROOM #6 W.I.C. BATH #6RECREATION ROOM GYM MEDIA ROOM PLAY ROOM UNFINISHED BASEMENT WET BAR 2'6"2'4"2'4"2'4"2'4"2'6"3'0"2'6"2'6"2'6" 3'0"3'0"14'-3"13'-0 1/2"8'-9 1/2" 4'-0" 3'-11" 5'-1" 5 1/2" 5'-2" 4'-2 1/2" 18'-1" 3'-2" 5'-7 1/2"5'-9"2'-9" 1'-11 1/2" 14'-5"15'-5"20'-1" 14'-2" 4'-6" 1'-4" 5'-0" 1'-4" 4'-6"6"5'-2"1'-4" 7'-1" 1'-4" 5'-2" 10'-4" 5 1/2" 16'-6"3'-7" 10'-5" 2'-1" 4'-11 1/4" 4'-11 1/4" 9'-10 1/2" 5'-3" 11'-3"40'-3"9'-7"4'-0 1/2" 3'-7" 10'-0" 12'-2"8'-2" 2'-6" 13'-1" 19'-1" 7'-1" 5'-1"UNEXCAVATED UNEXCAVATED 1 22 2 2 2 2 3 55 6 6 4 4 4 7 7 8'-2" 73'0"6" 16'-8"8'-6 1/2" 11'-6 1/2"7'-0 1/2"F.J. INDICATES 14" DEEP TJI 210 SERIES I-JOISTS @ 16" O.C. U.N.O. 9 9 9 7 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 1.02 Elevation "R" Lower Level Framing Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 2x4 @ 12" O.C. BEARING WALL W/ 8" THICK x 16" WIDE THICKENED SLAB BELOW -- 1x_ RIPPED FOR SILL 2 3 4 5 6 7 8 9 10 General Notes: STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN RE: DETAIL C/7.02 FOR BASEMENT STAIR FRAMING DETAILS CONC. LINTEL (10" MIN. DEEP) W/ (3) #4 BOT. BARS 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION. SLOPE WALL WITH STAIR STRINGER BOX OUT AROUND COLUMNS AND BEAMS IN FINISHED AREA REISSUED: 05/13/2020 06/29/20 Adam Schriner TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH CABLE TELEVISION JACK FLOOR OUTLET GFCI OUTLET 220 VOLT OUTLET WEATHERPROOF WALL OUTLET PHONE JACK CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD HOSE BIB SMOKE DETECTOR STAIR LIGHT WALL SCONCE @ 5'-6" A.F.F. PIN LIGHT DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHTOR RECESSED CEILING LIGHT,PER SPECS.GFCI OUTLET UP SD SD SD SD/CO 3 3 CLG GYM MEDIA ROOM PLAY ROOM RECREATION ROOM BEDROOM #6 W.I.C.BATH #6 WET BAR DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED 1R/1S1R/1S (5)16"D SH. FURNACE (5)16"D SH.1R/1SUNFINISHED BASEMENT UNEXCAVATED UNEXCAVATED TANKLESS WH 1 3 RAILINGRAILING2 FL/BR FL/BRFL/BR FL/BRRESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 1.03 Elevation "R" Lower Level Mechanical Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 DEDICATED OUTLET FOR ON "Q" SYSTEM 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- TO LIGHT ABOVE -- -- -- ROUGH-IN WATER SOFTENER11 ft GFCI GFCI R B R/I R/I R/I OUTLET ON CEILING DIMMER REISSUED: 04/14/2020 4040 EGRESS 12 ft 6 ft 6 ft5 ft12 ft 6 ft 06/29/20 Adam Schriner UP DN UP 1 5.01 34-1/2" HIGH WALL SLOPE WALL WITH STAIR STRINGER 2'4"2'4"2'4"1'6"2'8"2'4"2'0"1'6"2'8"2'4"2'4"1'6"2'0"1'6"3'0"x8'0"3'0"x8'0"4040 SLIDER2050 S/H 3060 S/H 3060 S/H 3060 S/H 3060 S/H 2060 S/H -3060 S/H - 2060 S/H MULLED 2030 FIXED 3060 S/H 3060 S/H3060 S/H2050 S/H 4016 FIXED 4016 FIXED 3020 FIXED 3020 FIXED(3) 3060 S/H MULLED 3060 S/H3060 S/H 9'0" x 8'0" GARAGE DOOR9'0" x 8'0" GARAGE DOOR 9'0" x 8'0" GARAGE DOOR 5060 FIXED BENCH DINING ROOM STUDY FAMILY FOYER PANTRY LAUNDRY POCKET OFFICE GARAGE FOYER FORMAL ROOM W.I.C. PWD. OWNERS BATH OWNERS SUITE FAMILY ROOM BREAKFAST ROOM KITCHEN MORNING ROOM 89'-2" 23'-10" 19'-2" 14'-0" 12'-2" 6'-10" 3'-9" 5'-8" 3'-9" 2'-10" 2'-10" 6'-10 1/2" 10'-1" 6'-10 1/2" 5'-7 1/2" 8'-10 1/2" 4'-8" 7'-6" 6'-6" 2'-5 1/2" 7'-3" 2'-5 1/2" 3'-5" 3'-5" 4'-6 1/2" 11'-3" 5'-7 1/2" 5'-7 1/2" 62'-2"3'-9" 48'-5" 10'-0"11'-4 1/4" 7'-5 3/4" 7'-1" 6'-7 1/2" 13'-1" 2'-9 1/2"89'-2" 24'-0" 13'-0" 16'-2" 18'-1" 17'-11" 3'-3" 5'-9 1/2" 5'-9 1/2" 3'-3" 8'-11 1/2" 8'-11 1/2" 3'-6 1/2" 4'-7" 4'-6" 3'-6 1/2" 4'-4" 5'-9" 2'-11"59'-2"14'-0"4'-0" 41'-2" 4'-0 1/2"9'-0" 2'-0" 9'-0" 2'-0" 9'-0" 3'-5 3/4" 2'-7 3/4" 40'-7"23'-8 1/2" 5 1/2" 5'-10 1/2" 6'-0 1/2" 8'-7" 1'-3" 15'-7"13'-8 1/2"4'-4" 2'-0" 3'-4" 16'-10"5'-8 1/2"10'-6 1/2" 4'-1" 5'-3 1/2" 9'-10" 2'-3 1/2" 3'-9"3'-8" 7'-9" 12'-0 1/2" 11'-8 1/2"8" 11'-10 1/2" 8" 6'-8 1/2" 12'-7"11'-1" 5'-1" 8" 3'-9" 8" 7'-10 1/2" 12'-8" 19'-1"3'-6"2'-3 1/2" 4'-2" 13'-2 1/2" 17'-4"17'-11"12'-1 1/2" 9"10'-3" 6'-0 1/2"8"9" 5'-0" 9" 3'-7 1/4"7'-2" 22'-11 1/2"3'-7"14'-1 1/2" 4'-0" 3'-0" 4'-8 1/2" 3'-0 1/2"8" 17'-9 1/2" 11'-1" 2'-5" 2'-3"6"7"3'-1" 3'-3 1/2" 2'-9 1/2" 5'-3"7'-0"1'-10" 5'-2" 1'-4" 6'-11 1/2" 6'-7 1/2"1'-8 1/2" 3'-1" 8" 3'-7" 3'-11" 4'-4 1/2"8" 11'-10 1/4" 5'-3 1/4"5'-4 1/2" 8'-9"3'-7"7'-0" 7'-0" 2'-7" 5'-11" 4'-10" 4'-10" 5'-11" 5'-11"2'-2"5" 13'-2 1/2" 6'-2"2'-0" 3'-7 1/2" 9"5'-0" 9" 9'-11 1/2" 9" 5'-0"9" 5'-0" 10'-7" 12'-7 1/2"7"5'-0" 6'-0"2'-3" 3'-9" 5'-0" 1'-0"4'-0" 8'-0" 2'-8 1/2" 5 1/2" 4'-4 1/2" 2'-1 1/4"9" 5 1/2" 2'-8 1/2" 5 1/2" 4'-4 1/2" 8'-0" 9'-8 1/4"9'-8 1/4"3'-1"1'-0" PROVIDE 10x12 CONCRETE PATIO PROVIDE 8' TALL DOORS THROUGHOUT FIRST FLOOR, U.N.O. 22-1/2"x32" ATTIC ACCESS SLOPE WALL WITH STAIR STRINGER 2 2 3 14 4 1 6 9 10 12 88 8 11 11 5 5 152'8"(TYP.) 1'-9" 10'1" CLG. 9'6" CLG.10'1" CLG.9'6" CLG.(TYP.) 2'-0"(TYP.)2'-0"10'1" CLG. 17 17 17 17 17 17 17 4'-0"1'-11 1/2" 7'-0" 7'-6"2'-0"9" 3'0"3x3 CONCRETE STOOP TRAY CLG.2'-6"9'-10" 11'1" CLG. TRAY CLG. TRAY CLG. 13 84" x 43" MUDPAN2'4"14'-0"7'-0" 7'-0"7'-0" 7'-0"1'-0" 1'-0"6080 PATIO DOOR8 8 8 2'4"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.01F Elevation "R" First Floor Framing Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PRE-FABRICATED DIRECT VENT GAS FIREPLACE INSERT General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FIRST FLOOR CEILINGS TO BE 10'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-10" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-3" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 6. REFER TO SHEET 2.01S FOR STRUCTURAL INFORMATION. RE: DETAIL A/7.02 FOR SECOND FLOOR STAIR FRAMING DETAILS FRAME GARAGE WALLS AT 11'-5 1/4" FROM TOP OF FOUNDATION WALL W/ (2)2x4'S @ 16" O.C. 3050 S/H W/ 3020 TRANSOM ABOVE RE: D/7.02 FOR FRAMING HEIGHTS DROP CEILING TO 7'-10" A.F.F. SECOND FLOOR LINE ABOVE CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS RE: E/7.02 FOR TUB PLATFORM FRAMING DETAIL REFRIG. HEADER HELD TO 6'-8" A.F.F. -- 7. ALL FIRST FLOOR EXTERIOR WALLS AND INTERIOR BEARING WALLS TO BE FRAMED AT 10'-1" HIGH WITH 2x4 STUDS @ 12" O.C. RE: DETAIL C/7.02 FOR BASEMENT STAIR FRAMING DETAILS DO NOT CENTER JOIST OVER FRONT DOOR TO ALLOW FOR CAN LIGHT INSTALLATION. SLOPE CEILING WITH STAIRS ABOVE 3050 S/H W/ 3020 TRANSOM ABOVE 2x6 BALLOON FRAMED WALL @ 16" O.C. RE: DETAIL B/7.02 FOR REAR STAIR FRAMING DETAILSTAP AND DRAIN 17 FALSE HDR. REISSUED: 04/14/2020 06/29/20 Adam Schriner 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 *LATERAL BRACING & SHEAR WALLSHEATHING SPECIFICATIONSTHIS MODEL HAS BEEN DESIGNED TO RESISTLATERAL FORCES RESULTING FROM:115 MPH WIND IN 2018 IRC MAP(115 MPH WIND SPEED IN ASCE 7-16WIND 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 BYR301.1.3 OF THE 2018 IRC, OR THE SIMPLIFIEDPRESCRIPTIVE PROCEDURE IN ACCORDANCEWITH THE 2018 IRC IF THE PARAMETERS OFSECTION R602.12 COMPLY. ACCORDINGLY, THISMODEL, AS DOCUMENTED AND DETAILEDHEREWITHIN, IS ADEQUATE TO RESIST THE CODEREQUIRED LATERAL FORCES.SEE CONNECTION SPECIFICATIONS CHART FORSTANDARD SHEAR TRANSFER DETAILING. IFADDITIONAL CAPACITY IS REQUIRED BY DESIGN, ITWILL BE SPECIFICALLY NOTED ON PLAN.ALL STRUCTURAL PANELS ARE TO BE DIRECTLYAPPLIED TO STUD FRAMING.NOTESM&K STND. - OCT. 2015PRE-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 NAILING7/16" 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 TOSUPPORT ALL UNSUPPORTED PANEL EDGES & EDGEFASTENING.EXT. WALL SHEATHING SPECIFICATIONALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHEDAND ARE CONSIDERED SHEAR WALLS.ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GASTAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6"O.C IN FIELD.AT DESIGNATED AREAS - FASTEN PANEL EDGES OFWOOD STRUCTURAL WALL SHEATHING TO FRAMINGw/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THEPANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE ATTHIS SPEC. ALL SHEATHING PANELS SHALL BEORIENTED VERTICALLY (LONG DIRECTION PARALLELTO STUD) AND INSTALLED FULL HEIGHT OF SHEARWALL - OR - 2x HORIZONTAL BLOCKING SHALL BEPROVIDED TO SUPPORT UNSUPPORTED PANELEDGES AND 3" O.C. EDGE FASTENING.DESIGN ASSUMES 16" O.C MAX. STUD SPACING,U.N.O.INDICATES HOLDOWNINDICATES EXTENT OF INT. OSBSHEARWALL, BLOCKED PANEL EDGES,AND/OR 3" O.C. EDGE NAILINGINDICATES POST ABOVE (P.A.) PROVIDESOLID BLOCKING UNDER POST OR JAMBABOVE.UP DN UP BEARING BEARING (2)1-3/4"x14" LVL FLUSH (2)1-3/4"x18" LVL FLUSH BOT. F.J. INDICATES 14" DEEP TJI 210 SERIES I-JOISTS @ 19.2" O.C. U.N.O. (2)2x8 (2)2x6(2)2x6(2)2x6 (2)2x6(2)2x8(2)2x6(2)2x6 (2)2x6 (2)2x6(2)2x6 (2)2x6 (3)2x4 KINGS (3)2x4 KINGS HIP G.T.(2)1-3/4"x18" LVL FLUSH BOT. @24" O.C. R.T.@ 24" O.C.ROOF TRUSSES3-1/2" x 5-1/4" PSL 3-1/2" x 5-1/4" PSL (2)2x6 (2)2x6 (2)2x6 (2)2x6 (2)2x6 (2)2x6 F.J.F.J. @16" O.C. F.J.(2)2x6 (2)2x6(2)2x6(4)2x4 (5)2x4 A AA (2)2x6 BF WALL(SPF #2 OR BTR)(TYP. @ 4 SIDES) 2x6 @ 16" O.C. BALLOON FRAMED WALLBF WALL(2)2x8 (2)2x6 KINGS (2)2x6 (2)2x6 (2)2x6 KINGS BF WALL BEARING F.J. F.J.END JOIST (2)1-3/4"x14" LVL FLUSHEND JOIST (2)2x4 (2)2x4(2)2x8 DROPPED (2)2x4 (2)2x8 (1)1-3/4"x14" LVL FLUSH(2)1-3/4"x14" LVL FLUSHF.J.END JOIST(2)2x6 SIMPSON HU14 HANGER EA. END (2)2x4 F.J.(1)2x6 J + (2)2x6 K (2)2x6 J + (2)2x6 K (1)2x6 J + (2)2x6 K(2)2x6 J + (2)2x6 K (SPF #2 OR BTR) 2x6 @ 16" O.C. BALLOON FRAMED WALL R.T. @ 24" O.C. (3)2x4 (3)2x6 3-PLY MIN. ROOF G.T. TRUSS TO BE DESIGNED FOR L/600 & 0.3" MAX TOTAL LOAD DEFLECTION FOR BRICK SUPPORT 3-1/2" x 5-1/4" PSL (3)2x4(2)2x8 (2)2x8 (2)2x4(2)2x4 (2)2x4(2)2x4 P.A. 2x4 @12" O.C. EXTERIOR BEARING WALL EXTERIOR BEARING WALL (2)2x4 @16" O.C.DBL F.J.DBL F.J. (CANT'D) F.J.(2)2x6(2)1-3/4"x14" LVL FLUSH (2)2x6 (2)2x4 F.J. 3-1/2" x 5-1/4" PSL BREAK LVL BEAM SPAN DBL JOIST (2)2x4 (2)2x4F.J.A (CANT'D) F.J.A F.J.DBL. F.J.(2)2x6 DBL JOIST (2)2x4 F.J.(2)2x4 (2)2x6 (2)2x6 (2)2x4 (2)1-3/4"x14" LVL FLUSHSIMPSON HU414 HANGER A F.J.(2)1-3/4"x11-1/4" LVL(5)2x4 J+ (2)2x4 K (5)2x4 J+ (2)2x4 K P.A. P.A.F.J.R.T. @24" O.C. (2)2x6(2)2x6 (2)2x4 @ 16" O.C. EXTERIOR BEARING WALL 3-1/2" x 5-1/4" PSL PROVIDE 7/16" OSB OR 15/32" PLYWOOD SHTG. FASTENED PER EXT. WALL SHTG. EXTENT OF 2ND FLOOR WALL ABV.R.T. @ 24" O.C.ROOF GIRDER TRUSS @ 24" O.C. R.T.(2)2x63-1/2" x 5-1/4" PSL (2)2x4 (2)2x4 KING PANEL 16" MIN. PANEL 16" MIN. PORTAL FRAME (SEE DETAIL:A/7.03) (2)2x12 HDR CONT. FULLWIDTH OF PORTAL FRAME (2)2x4 (2)2x4 KING(2)2x4 KING(2)2x12 HDRPANEL 16" MIN. (2)2x4 KING(2)2x4 KING (2)2x4PANEL16" MIN.PORTAL FRAME (SEE DETAIl:a/7.03)(2)2x4 KING (2)2x4 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.01S Elevation "R" First Floor Structural Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: A B C D E General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. ADD'L FLOOR JOIST BELOW PARTITION WALL ABV. -- -- -- -- REISSUED: 05/13/2020(2)2x12 HDR CONT. FULLWIDTH OF PORTAL FRAME06/29/20 Adam Schriner DNDN 2'8"2'8"2'8"2'6"2'4"2'4"2'4"2'4"2'4"2'4"2'4"2'6"2'4"2'4"2'6"2'4"2'0"2'4"2'4"2'6"3060 S/H 2030 FIXED(2)3060 S/H MULLED 3060 S/H3060 S/H 3060 S/H3060 S/H 3050 S/H 3060 FIXED 5060 FIXED 3060 FIXED 3050 S/H 3050 S/H 3060 S/H3060 S/HBEDROOM #2 W.I.C. HALL BATH BEDROOM #3 W.I.C. W.I.C. BEDROOM #4 BEDROOM #5 BATH #5LAUNDRY R/I MECH. STORAGE W.I.C. OPEN TO FAMILY ROOM BELOW OPEN TO FOYER BELOW 65'-6 1/2" 47'-11" 17'-7 1/2" 3'-3" 24'-2 3/4" 5'-4" 5'-8 7/8" 5'-8 7/8" 7'-9" 8'-10 1/2" 4'-7 1/2"48'-2"3'-9" 38'-5" 6'-0"65'-6 1/2" 19'-4 1/2" 14'-0" 12'-2" 6'-10" 3'-9" 5'-8" 3'-9" 2'-10" 2'-10" 2'-5 1/2" 7'-3" 2'-5 1/2" 3'-5" 3'-5" 7'-8 3/4" 6'-3 1/4" 5'-9" 8'-0 1/2" 5'-7" 6050 FIXED EYE5'-7 1/2"5'-7 1/2"4'-6 1/2" 11'-3"41'-2"38'-4 1/2" 2'-9 1/2"11'-1" 8'-6 1/2" 9'-6" 16'-6" 6 1/2"19'-4"3'-2"3'-5" 13'-9 1/2" 16'-2" 4'-0" 12'-1" 11'-10 1/2" 7'-1" 12'-7" 9'-5"9'-11 1/2" 12'-7 9/16"7'-8" 17'-1" 3'-4" 6'-0" 5'-0"13'-4" 6'-0"5'-9"7'-8 1/2" 5'-3 1/2" 3 1/2" 3'-1" 3 1/2" 3'-6" 14'-10 1/2" 3'-0"4'-4" 5'-8 1/2"5'-0" 7'-1" 3'-6 1/2" 3'-6 1/2"11'-0 1/2"4'-5" 8'-2" 6'-5" 6'-8 1/2" 4'-7 1/2" 8'-9"1'-6 1/2" 1'-6 1/2"3'-11"7'-5"6'-4"4'-0" 1'-0" 6'-7"3'-5"3'-8 1/2" 23'-10 1/2" 13'-5" 3 1/2" 3'-5"3'-6" 8'-6 1/2" 11'-1" 3'-1" 2'-6" 2'-4 1/2" 1'-6" 5'-11"1'-7" 13'-11" 5'-6 1/2"1'-7" 13'-5" 1'-6" 6'-1" 5 1/2" 3'-1" 4'-0 1/2" 1'-8 1/2" 6'-3" 3'-5" 6'-0"3'-9" 2'-3"5'-0"5'-0" 1'-0" 5 1/2" 5 1/2" 5 1/2"5 1/2" 2'4"PLANT LEDGEPLANT LEDGE22-1/2"x32" ATTIC ACCESS 6 10 10 1 1 2 3 4 55 7 8'-9" 5'-1" 7'-8" 8'-4 1/4" 7'-2 3/4"3 1/2"3'-9 1/2" 3'-7" 9'-5" NICHE TAP AND DRAIN1'-10 1/2"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.02F Elevation "R" Second Floor Framing Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1 PLANT LEDGE @ SECOND FLOOR HEIGHT 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 RE: DETAIL B/7.02 FOR REAR STAIR FRAMING DETAILS DO NOT LOCATE TRUSS ABOVE PLUMBING WALL. -- -- -- OUTLINE OF FIRST FLOOR BELOW SLOPE WALL WITH STAIR STRINGER BOTTOM OF BOOKSHELVES AND TV NICHE HELD AT 3'2-3/4" A.F.F. RE: DETAIL D/7.01 2x6 WALLS IN THIS AREA RE: DETAIL A/7.02 FOR SECOND FLOOR STAIR FRAMING DETAILS 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL SECOND FLOOR CEILINGS TO BE 9'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-0 1/4" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-0" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 6. REFER TO SHEET 2.02S FOR STRUCTURAL INFORMATION. Key Notes: LOFT 06/29/20 Adam Schriner 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 *LATERAL BRACING & SHEAR WALLSHEATHING SPECIFICATIONSTHIS MODEL HAS BEEN DESIGNED TO RESISTLATERAL FORCES RESULTING FROM:115 MPH WIND IN 2018 IRC MAP(115 MPH WIND SPEED IN ASCE 7-16WIND 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 BYR301.1.3 OF THE 2018 IRC, OR THE SIMPLIFIEDPRESCRIPTIVE PROCEDURE IN ACCORDANCEWITH THE 2018 IRC IF THE PARAMETERS OFSECTION R602.12 COMPLY. ACCORDINGLY, THISMODEL, AS DOCUMENTED AND DETAILEDHEREWITHIN, IS ADEQUATE TO RESIST THE CODEREQUIRED LATERAL FORCES.SEE CONNECTION SPECIFICATIONS CHART FORSTANDARD SHEAR TRANSFER DETAILING. IFADDITIONAL CAPACITY IS REQUIRED BY DESIGN, ITWILL BE SPECIFICALLY NOTED ON PLAN.ALL STRUCTURAL PANELS ARE TO BE DIRECTLYAPPLIED TO STUD FRAMING.NOTESM&K STND. - OCT. 2015PRE-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 NAILING7/16" 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 TOSUPPORT ALL UNSUPPORTED PANEL EDGES & EDGEFASTENING.EXT. WALL SHEATHING SPECIFICATIONALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHEDAND ARE CONSIDERED SHEAR WALLS.ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GASTAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6"O.C IN FIELD.AT DESIGNATED AREAS - FASTEN PANEL EDGES OFWOOD STRUCTURAL WALL SHEATHING TO FRAMINGw/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THEPANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE ATTHIS SPEC. ALL SHEATHING PANELS SHALL BEORIENTED VERTICALLY (LONG DIRECTION PARALLELTO STUD) AND INSTALLED FULL HEIGHT OF SHEARWALL - OR - 2x HORIZONTAL BLOCKING SHALL BEPROVIDED TO SUPPORT UNSUPPORTED PANELEDGES AND 3" O.C. EDGE FASTENING.DESIGN ASSUMES 16" O.C MAX. STUD SPACING,U.N.O.INDICATES HOLDOWNINDICATES EXTENT OF INT. OSBSHEARWALL, BLOCKED PANEL EDGES,AND/OR 3" O.C. EDGE NAILINGINDICATES POST ABOVE (P.A.) PROVIDESOLID BLOCKING UNDER POST OR JAMBABOVE.DNDN HIP GIRDER TRUSSHIP GIRDER TRUSS(2)2X6 (2)2X6(2)2X6 (2)2X6 (2)2X10 (2)2X6 (2)2X6 (2)2X6 (2)2X6 (2)2X6(2)2X6(2)2X6(2)2X10 (2)2X6(2)2X6 FRAMED WALL (SPF #2 OR BTR) 2X6 @ 16" O.C. BALLOON (1)2x6 J + (2)2x6 K (2)2x6 J + (2)2x6 K (1)2x6 J + (2)2x6 K(2)2x6 J + (2)2x6 K (2)2x4 @24" O.C. ROOF TRUSSES (2)2x4 CONT. EXT. WALL STHG DOWN TO 2ND FLOOR BOT. PL.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.(2)2x4 (2)2x4 @24" O.C. ROOF TRUSSS STRUCTURAL GABLE END ROOF TRUSS (SPF #2 OR BTR) (TYP @ 4 SIDES) 2x6 @ 16" O.C. BALLOON FRAMED WALL BF WALLBF WALL(2)2x6 (2)2x6 BF WALL 3-PLY MIN. ROOF G.T. TRUSS TO BE DESIGNED FOR L/600 & 0.3" MAX TOTAL LOAD DEFLECTION FOR BRICK SUPPORT (3)2x4 (4)2x4 @ 24" O.C.ROOF TRUSSES@24" O.C. R.T.ROOF TRUSSES @ 24" O.C.RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.02S Elevation "R" Second Floor Structural Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: A B C D E -- -- -- -- -- REISSUED: 05/13/2020 06/29/20 Adam Schriner 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 8:1212:12 12:12 8:1212:12 8:128:1212:12 8:128:1212:12 4:124:12 6:126:12 12:1212:12 12:12 12:12 12:12 12:1212:1212:1212:12 12:12 EXTENTS OF TRAY CLG. BELOW 1'-0"1'-0" 1'-0"1'-0" 1'-0" 1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0" 1'-0"1'-0" 1'-0"1'-0"1'-0"HIP GIRDER TRUSSHIP GIRDER TRUSS1'-0" 1'-0"EXTENTS OF TRAY CLG. BELOW RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.04 Elevation "R" Roof Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: 1 2 3 4 5 -- -- -- -- -- HEEL CUT STANDARDS OVERHANG ROOF PITCH1'-0" 2'-0" 4:12 5:12 6:12 7:12 8:12 9:12 10:12 12:12 14:12 N/A N/A N/A N/A N/A 3-3/4" 4-3/4" 5-3/4" 6-3/4" 7-3/4" 8-3/4" 9-3/4" 11-3/4" 13-3/4" 7-3/4" 9-3/4" 11-3/4" 13-3/4" REISSUED: 04/14/2020 06/29/20 Adam Schriner TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH CABLE TELEVISION JACK FLOOR OUTLET GFCI OUTLET 220 VOLT OUTLET WEATHERPROOF WALL OUTLET PHONE JACK CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD HOSE BIB SMOKE DETECTOR STAIR LIGHT WALL SCONCE @ 5'-6" A.F.F. PIN LIGHT DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHTOR RECESSED CEILING LIGHT,PER SPECS.GFCI OUTLET UP DN UP 33 3 3 3 SD/CO SD SD SD 220V3 43 WP33 333CLGCLG CLG 3220V33GASWP3 KITCHEN ISLAND RE: DETAIL F/7.02 1R/1SBENCH (5)16"D SH.(5)16"D SH.MORNING ROOM OWNERS SUITE FAMILY ROOM BREAKFAST ROOM GARAGE STUDY DINING ROOM FOYER FORMAL ROOM FAMILY FOYER LAUNDRY POCKET OFFICE PANTRY W.I.C. OWNERS BATH PWD. KITCHEN 2'8"DUSK TO DAWN DUSK TO DAWN DUSK TO DAWN 4'-0" 4'-6"5'-6" 1R/1S1R/1S 1R/1S 1R/1S1R/1S 1R/1S1R/1S1R/1S1R/1S1R/1S PROVIDE 8' TALL DOORS THROUGHOUT FIRST FLOOR, U.N.O. HOLD HIGH HOLD HIGH 22-1/2"x32" ATTIC ACCESS 2 2 2 1 2 3 7 8 5 5 (2) PENDANT LIGHTS PRE-FAB FIREPLACE 4 6 3x3 CONCRETE STOOP 4'-6"4'-0" 20 AMPFL/BR FL/BR FL/BR FL/BR 84" x 43" MUDPAN TRAY CLG. TRAY CLG. TRAY CLG. RAILING RAILING PROVIDE 10x12 CONCRETE PATIO RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 4.01 Elevation "R" First Floor Mechanical Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 TO SWITCH OR LIGHT ABOVE OUTLET FOR RANGE HOOD/MICROWAVE HELD HIGH-VENT TO EXTERIOR DISHWASHER IS HARDWIRED 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TO SWITCH OR LIGHT BELOW FLUSH MOUNT PUSH BUTTON FOR DISPOSAL OUTLINE OF SECOND FLOOR ABOVE -- 5'6" SHELF @ 5'7" A.F.F. WASHER TO LEFT OF DRYER -- GFCI GFCI GFCI R R R R B H DTDCL DTDCL (3)1R/1SREISSUED: 04/14/2020 6 ft 11 ft 5 ft12 ft 6 ft6 ft12 ft 6 ft 4 ft11 ft6 ft06/29/20 Adam Schriner TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH CABLE TELEVISION JACK FLOOR OUTLET GFCI OUTLET 220 VOLT OUTLET WEATHERPROOF WALL OUTLET PHONE JACK CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD HOSE BIB SMOKE DETECTOR STAIR LIGHT WALL SCONCE @ 5'-6" A.F.F. PIN LIGHT DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHTOR RECESSED CEILING LIGHT,PER SPECS.GFCI OUTLET DNDN SD SD SD SD SD SD/CO 333333 33220V4FURNACE 1R/1S1R/1S(5)16"D SH. PLANT LEDGEPLANT LEDGE(5)16"D SH. BEDROOM #2 OPEN TO FAMILY ROOM BELOW STORAGE W.I.C. BEDROOM #5 BEDROOM #4 OPEN TO FOYER BELOW BEDROOM #3 W.I.C. W.I.C. HALL BATH W.I.C. BATH #5LAUNDRY R/I MECH.1R/1S1R/1S1R/1S1R/1S 1R/1S 1R/1S1R/1S 1R/1S 1R/1SRAILING RAILING RAILING RAILING RAILING 1 1 1 1 3 5 6 48"x34" NICHE FL/BRFL/BR FL/BR FL/BR FL/BRFL/BRFL/BR RAILINGRAILING RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 4.02 Elevation "R" Second Floor Mechanical Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 -- -- 22-1/2"x32" ATTIC ACCESS 2 3 4 5 6 TO LIGHT OR SWITCH BELOW 7 8 9 10 -- General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 5'6" SHELF @ 5'7" A.F.F. -- -- -- WASHER TO LEFT OF DRYER R R H R B R R B GFCI GFCI GFCI GFCI LOFT 06/29/20 Adam Schriner KITCHEN FAMILY FOYER BONUS ROOM BEDROOM #3 UNFINISHED BASEMENT9'-1"1'-2 3/4" 10'-1" 1'-2 3/4" 9'-9 1/2" RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 5.01 Elevation "R" Building Section 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- REISSUED: 04/14/2020 06/29/20 Adam Schriner 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 12 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 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----ã31 ft06/29/20 Adam Schriner 8 12 8 12 8 12 12 12 BRICK VENEER 8" TRIM BRICK SOLDIER (FLUSH) RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 6.02 Elevation "R" Garage Side Elevation 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE Key Notes: 1 2 3 4 5 -- -- -- -- -- REISSUED: 04/14/2020 06/29/20 Adam Schriner 6 12 12 12 12 12 12 12 12 12 4 12 1 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 6.03 Elevation "R" Rear Elevation 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE Key Notes: 1 2 3 4 5 MASONRY OVER ROOF DETAIL WITH TRUSSES, SEE DETAIL B/D2.7 -- -- -- -- REISSUED: 04/14/2020 06/29/20 Adam Schriner 8 12 8 12 8 12 BRICK SOLDIER (FLUSH) BRICK VENEER 8" TRIM RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 6.04 Elevation "R" Side Elevation 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE Key Notes: 1 2 3 4 5 -- -- -- -- -- REISSUED: 04/14/2020 06/29/20 Adam Schriner ã06/29/20 Adam Schriner ã06/29/20 Adam Schriner REISSUED: 05/13/2020 06/29/20 Adam Schriner