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HomeMy WebLinkAboutIGA-0561-000C.1 Elevation "G" 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: 7/12/22 - 11' TALL FOUNDATION WALLS Indianapolis 2020 Indiana Residential Code Customer: ______________________________________________Date: _____________ Customer: ______________________________________________Date: _____________ 7.02 House Specific Details 7.03 House Specific Details 7.04 House Specific Details LJR Drawn By: 206 WOODLAND LANE INDIANAPOLIS GALLERY HOMES IGA-0561-00 3/25/22 MELISSA H. SERIES_NM PLAN_NM 859.578.4290 RESIDENCE FOR: House Name: Series: Plan No.: Job Number:Drawing Date:Coord Name:Coord Phone: RODDA the ASH LAWN Division: Building Code: Redraws Plan Review: 3/29/22 Customer Plan Review SignatureArchitecture Plan Review: Square Footage PER ANSI Z765-2003 FINISHED LOWER LEVEL (NET)1594 FIRST FLOOR (NET)1965 SECOND FLOOR (GROSS)2179 - VOLUME SPACE (GROSS)7 SECOND FLOOR (NET)2172 TOTAL LIVING (NET)5731 UNFINISHED BASEMENT 370 UNFINISHED ATTIC STORAGE 0 GARAGE 786 COVERED FRONT PORCH 184 COVERED REAR PATIO 294 REAR DECK 0 Plan Review: 04/11/22 - (5)2660 WINDOWS IN SUNROOM - (3)3060 WINDOWS IN MASTER BEDROOM - ADJUSTED LOCATION OF EGRESS WINDOW - BRICK LEDGE FOR ODL FIREPLACE - CORRECTED GARAGE DOOR STYLE - MOVE EXTERIOR GAS LINE - ADDED GAS AT WATER HEATER - FRONT DOOR AND GARAGE TO HOUSE DOOR TO BE 8' TALL - ALL DOORS ON FIRST FLOOR TO BE 8' TALL - LABELED ALL GFCI OUTLETS - MARK TUB AND STAIR WINDOWS AS TEMPERED - ADDED RAILING AT BOTTOM OF BASEMENT STAIRS - MOVED LIGHT OVER CARRIAGE GARAGE DOOR Plan Review: 7/19/22 - UPDATED 11' TALL FOUNDATION DETAILS 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: 1,500 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 WALL TO BE 2X4 SPF STUD GRADE AT 16" O.C. UNLESS OTHERWISE NOTED (WALL HEIGHTS 10'-0"+, SIZES WILL BE NOTED PER PRINTS) - 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 ã ã 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 CO34 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. ã Start Spacing 19.2" O.C.Framing Connector SummaryPlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web StiffH1 1 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No NoH2 2 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - 2 No NoH3 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - 2 No NoH4 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No NoProductsPlotID Length Product Plies Net QtyB38'-2 38' 0" 11 7/8" TJI 110 joist 2 4B28'-2 28' 0" 11 7/8" TJI 110 joist 2 2B28' 28' 0" 11 7/8" TJI 110 joist 1 9B16' 16' 0" 11 7/8" TJI 110 joist 1 11B14' 14' 0" 11 7/8" TJI 110 joist 1 1B10' 10' 0" 11 7/8" TJI 110 joist 1 10B6' 6' 0" 11 7/8" TJI 110 joist 1 1B4' 4' 0" 11 7/8" TJI 110 joist 1 2BBk1 2' 0" 11 7/8" TJI 110 joist 1 10R38' 38' 0" 11 7/8" TJI 360 joist 1 10R20' 20' 0" 11 7/8" TJI 360 joist 1 6R18' 18' 0" 11 7/8" TJI 360 joist 1 3R16' 16' 0" 11 7/8" TJI 360 joist 1 1R14' 14' 0" 11 7/8" TJI 360 joist 1 1R4' 4' 0" 11 7/8" TJI 360 joist 1 1TS1 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS2-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2RM1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 15Total LengthsLength Product784' 0" 11 7/8" TJI 110 joist588' 0" 11 7/8" TJI 360 joist52' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL240' 0" 1 1/8" x 11 7/8" TJ Rim BoardLEVEL NOTESCurrent Date:4/8/2022File Name:2022-0439lh, drees indy, iga-561.jvlLevel Name:1st-Floor FramingBuilding Code - Design Methodology:IBC 2018Members with Design Overridden:M4-2, M2-4TJ-Pro Rating (Weighted Average):43Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 37, joist = R18'(i19400)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 61, joist = B10'(i19415)FLOORFloor Container:FC7Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:43Directly Applied Ceiling:NoneDecking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoB4B1B1B4B4B2A3A3A3A3A3A3A3A3A3A3A3H2H2CSCSCSCSB1WCSCSCSCSCSB1B1CSDropped Steel BeamDropped Steel BeamB38'-2R38'B38'-2R14'R16'B28'-2RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1BBk1BBk1R4'R18'BBk1TS1TS3TS3ToiletRM1RM1RM1B14'BBk121' 5"22' 1 1/2"21' 9"14' 6"4' 0" 12' 0" 18' 1"4' 0" 8' 0" 20' 6 1/2"14' 4 1/2"B6'TS2-2H1CSH2H2H3H3BBk1BBk15' 8 1/2"4' 7"1' 0" 1' 0" 6' 6"5' 1 1/2"15' 8 1/2"13' 10"13' 9 1/2"4' 4 1/2"3' 7"6 11/16"1' 0 1/2"9 5/8"H4H41' 3 11/16"1' 7 3/16"R38'R38'B10'B4'R18'B16'B16'B28'B28'R20'No holes to be cut in beam:TJI 110TJI 360TJI 560Joists by SeriesMechanical ChaseKitchen IslandHatch LegendArchitectural Drawings Prepared By:Structural Drawings Prepared By:Drees HomesAsh Lawn "G" - IGA-561RevByDateCommentsDrawn By:LHChecked By:Release Date:4/8/2022Job #2022-0439LHSheet1 of 2A complete Javelin® framing plan requires the Trus Joist Installation GuideSee the Trus Joist Installation Guide for Product Trademark InformationSYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser 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 beaccomplished 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 orone 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.Flat blocking panels betweeneach joist. Nail to top platewith connections equivalentto floor panel schedule.Less than 5"E9118" TJ® Rim Board or 114" TimberStrand®LSL. Attach tojoist with one 10d (0.131" x 3") nail at top and bottomflanges. Nail rim to blocking panel and blocking panel toplate with connections equivalent to floor panel schedule.TJI® JoistWARNINGJoists are unstable until laterally bracedSafety bracing required during installation2'-0" Max2"2x6(min) or 1-18" x 4-1/2" (min) TJ® rim boardnailed to top plate w/8d (0.113" x 2-3/8") nailsat 6" o/c at panel edges and in field.Block must be full length between joists andtight to each flange2416 span rated sheathing (716" min). Attachwith 8d (0.113" x 2-38") nails at 6" o.c. alongpanel edges and field. Use pressure treatedplywood for ground level cantilevers1-18" TJ® rim boardto match joist depthLateral load transfer of detail = 220 PLF.Additional connections may be requiredto transfer loads from wall aboveFirst Floor SystemScale: 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. Framing Connector SummaryPlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web StiffH1 1 Simpson HHUS410 Designed 30- 10d - 10- 10d - No No NoH2 1 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No NoH3 2 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - 2 No NoH4 1 Simpson MIU4.75/11 Designed 20- 10d - 2- 10dx1.5 - No No NoH6 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No NoH8 10 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - No No YesH10 23 Simpson IUS2.37/11.88 Designed10- 10dx1.5 - 2- Strong-Grip - No No NoProductsPlotID Length Product Plies Net QtyB44' 44' 0" 11 7/8" TJI 110 joist 1 5B32' 32' 0" 11 7/8" TJI 110 joist 1 3B28' 28' 0" 11 7/8" TJI 110 joist 1 7B18'-2 18' 0" 11 7/8" TJI 110 joist 2 6B18' 18' 0" 11 7/8" TJI 110 joist 1 3B16'-2 16' 0" 11 7/8" TJI 110 joist 2 2B16' 16' 0" 11 7/8" TJI 110 joist 1 8B10' 10' 0" 11 7/8" TJI 110 joist 1 1B8' 8' 0" 11 7/8" TJI 110 joist 1 1B4' 4' 0" 11 7/8" TJI 110 joist 1 2BBk1 2' 0" 11 7/8" TJI 110 joist 1 6R20' 20' 0" 11 7/8" TJI 360 joist 1 11R18'-2 18' 0" 11 7/8" TJI 360 joist 2 2R18' 18' 0" 11 7/8" TJI 360 joist 1 20M1-2 16' 0" 1 3/4" x 16" 2.0E Microllam LVL (WSO) 2 2M2-4 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO) 4 4M4-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO) 2 2M3 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO) 1 1TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4TS2-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3 2' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1RM1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 15Total LengthsLength Product872' 0" 11 7/8" TJI 110 joist616' 0" 11 7/8" TJI 360 joist32' 0" 1 3/4" x 16" 2.0E Microllam LVL (WSO)148' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO)102' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL240' 0" 1 1/8" x 11 7/8" TJ Rim BoardLEVEL NOTESCurrent Date:4/8/2022File Name:2022-0439lh, drees indy, iga-561.jvlLevel Name:2nd-Floor FramingBuilding Code - Design Methodology:IBC 2018Members with Design Overridden:M4-2, M2-4TJ-Pro Rating (Weighted Average):44Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 39, joist = B18'(i19561)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 68, joist = B8'(i19512)FLOORFloor Container:FC4, FC8Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:FC4: 45; FC8: 44Directly Applied Ceiling:Gypsum 1/2"Decking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No Start Spacing 19.2" O.C. Start Spacing 19.2" O.C.CSWB4B4B4B1A3A3A3A3A3A3A3WH2H2A3A3A3M4-2M2-4RM1RM1RM1BBO16M1-2B16'-2RM1RM1RM1RM1RM1RM1RM1RM1BBk1BBk1BBk1M3TS3BBO28BBO24TS2-2ToiletTubToiletShowerToiletTub57' 0" RM1RM1RM1BBO26H4RM1H215' 5 1/2"3' 10 1/2"9 1/2"5' 1 1/2"B8'B10'ToiletTS1-2TS1-2H14' 0" 18' 1"12' 0" 34' 11"17' 3"20' 7"4' 8"15' 8 1/2"RM1H630' 7 1/2"21' 8 1/2"6' 0" 1' 0" 21' 5 1/2"13' 10"1' 7 3/16"1' 3 3/16"1' 7 3/16"12' 0" H3H39 5/8"1' 7 3/16"9 5/8"1' 5 1/4"11 1/2"1' 7"9 7/8"1' 4 3/4"1' 9 5/8"1' 4 9/16"1' 9 7/8"1' 7 3/16"1' 1 9/16"5 5/8"B18'-2B4'B16'R20'R20'R18'R18'R18'B28'B32'B44'B18'H10H8H10H6H10H6Req'd Br'g3.68"9 5/16"1' 7 3/16"9 3/8"1' 7"Plumbing drop interferes withflush beam. Verify prior toconstruction.TJI 110TJI 360TJI 560Joists by SeriesMechanical ChaseKitchen IslandHatch LegendArchitectural Drawings Prepared By:Structural Drawings Prepared By:Drees HomesAsh Lawn "G" - IGA-561RevByDateCommentsDrawn By:LHChecked By:Release Date:4/8/2022Job #2022-0439LHSheet2 of 2A complete Javelin® framing plan requires the Trus Joist Installation GuideSee the Trus Joist Installation Guide for Product Trademark InformationSYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser 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 beaccomplished 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 orone 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.Flat blocking panels betweeneach joist. Nail to top platewith connections equivalentto floor panel schedule.Less than 5"E9118" TJ® Rim Board or 114" TimberStrand®LSL. Attach tojoist with one 10d (0.131" x 3") nail at top and bottomflanges. Nail rim to blocking panel and blocking panel toplate with connections equivalent to floor panel schedule.TJI® JoistWARNINGJoists are unstable until laterally bracedSafety bracing required during installation2'-0" Max2"2x6(min) or 1-18" x 4-1/2" (min) TJ® rim boardnailed to top plate w/8d (0.113" x 2-3/8") nailsat 6" o/c at panel edges and in field.Block must be full length between joists andtight to each flange2416 span rated sheathing (716" min). Attachwith 8d (0.113" x 2-38") nails at 6" o.c. alongpanel edges and field. Use pressure treatedplywood for ground level cantilevers1-18" TJ® rim boardto match joist depthLateral load transfer of detail = 220 PLF.Additional connections may be requiredto transfer loads from wall aboveSecond Floor SystemScale: 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. ã ã CONNECTION SPECIFICATIONS (TYP. U.N.O.) JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 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. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. 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 CODE REQUIRED 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 PRE-MANUFACTURED PANELIZED WALLS: ALL SHEATHED (OSB OR PLYWOOD) PANELIZED WALLS SHALL BE FASTENED TOGETHER AT END STUDS WITH 0.131x3” NAILS AT 4” O.C (VERTICALLY) THROUGH ONE SIDE. WHEN SIDE NAILING OF PANELIZED WALLS IS NOT POSSIBLE, FASTEN PANELS TOGETHER WITH 0.162x3.5” TOENAILS AT 4” O.C. (VERTICALLY). ALL NON-SHEATHED PANELIZED WALLS SHALL BE FASTENED TOGETHER WITH 0.131x3” NAILS AT 16” O.C. (VERTICALLY) THROUGH ONE SIDE. 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 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 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. EDGE NAILING INDICATES POST ABOVE (P.A.) PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. ã 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 CODE REQUIRED 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 PRE-MANUFACTURED PANELIZED WALLS: ALL SHEATHED (OSB OR PLYWOOD) PANELIZED WALLS SHALL BE FASTENED TOGETHER AT END STUDS WITH 0.131x3” NAILS AT 4” O.C (VERTICALLY) THROUGH ONE SIDE. WHEN SIDE NAILING OF PANELIZED WALLS IS NOT POSSIBLE, FASTEN PANELS TOGETHER WITH 0.162x3.5” TOENAILS AT 4” O.C. (VERTICALLY). ALL NON-SHEATHED PANELIZED WALLS SHALL BE FASTENED TOGETHER WITH 0.131x3” NAILS AT 16” O.C. (VERTICALLY) THROUGH ONE SIDE. 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 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 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. EDGE NAILING INDICATES POST ABOVE (P.A.) PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. CONNECTION SPECIFICATIONS (TYP. U.N.O.) JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 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. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. ã 5-3/4" 8-3/4" 7-3/4" 6-3/4" 10:12ROOF 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 CONNECTION SPECIFICATIONS (TYP. U.N.O.) JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 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. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. TRUSS MANUFACTURER TO VERIFY THE FOLLOWING: (REFER TO SHEETS 2.01F AND/OR 2.02F) 1) DO NOT LOCATE ROOF TRUSSES ABOVE PARALLEL PLUMBING WALLS 2) DO NOT LOCATE ROOF TRUSSES ABOVE HVAC CHASES (OR LEAVE A MIN. 22-1/2” WIDE CLEAR SPACE OVER CHASE) ã 11-7/8" IJOISTS @ 19.2" o.c.11-7/8" IJOISTS @ 19.2" o.c.11-7/8" IJOISTS @ 19.2" o.c.11-7/8" I-JOISTS @ 19.2" o.c.11-7/8" I-JOISTS @ 19.2" o.c.11-7/8" I-JOISTS @ 19.2" o.c.11-7/8" I-JOISTS @ 19.2" o.c. ã 11-7/8" I-JOISTS @ 19.2" o.c.11-7/8" I-JOISTS@ 19.2" o.c.11-7/8" IJOISTS @ 19.2" o.c.11-7/8" IJOISTS @ 19.2" o.c.11-7/8" IJOISTS @ 19.2" o.c.11-7/8" I-JOISTS@ 19.2" o.c.11-7/8" I-JOISTS @ 19.2" o.c. 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 CO34 STAIR LIGHT SD COSD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. ã REISSUED: 04/11/2022 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 CO34 STAIR LIGHT SD COSD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. ã ã SCALE: 1/2" = 1'-0" WALL SECTION POURED CONCRETE FLOOR JOIST1x_ RIM JOIST SHEATHING 1/2" GYPSUM BOARD SHEATHING2x4 2x4 SIDING (HELD 1" DOWN PAST TOP OF FOUNDATION) FLOOR JOIST SHEATHING 1/2" GYPSUM BOARD SHEATHING2x4 2x4 SIDING PRE-ENGINEERED WOOD TRUSS 1x6 VENTED SOFFIT BAFFLE HEELCUTSEETABLETRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 1'-0" OVERHANG SHINGLES W/ FELT SHEATHING D1.3 POURED CONCRETE FRAMEWRAP (2)2x4 TOP PLATE HEADER PER PLANHEIGHT PERFRAMINGPLAN(2)2x4 TOP PLATE HEADER PER PLANHEIGHT PERFRAMINGPLAN ã BRICK and STONE LINTEL SCHEDULE 48" HIGHSPAN 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 ---- ---- -------- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ---- TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) ã ã TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) ã TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) ã TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) ã GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN 112" STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL,UNLESS OTHERWISE NOTEDON 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 MIL. POLY TOP OF BASEMENTFOUNDATION WALL 6 MIL. POLY BEARING COLUMN OVERHANG PER PLAN 1'-014"SHEATHING SHINGLES W/ FELT SHEATHING/ VINYL SOFFIT6" TRIM 714"103 4" BOX HDR VENTED SOFFIT HEADER PER PLANS 8" TRIM 2x_ BLOCKING SEE PLANS FOR POST TO BEAM ATTACHMENT 2x2 4" TRIM 10" TRIM WOOD TRUSSESPRE-ENGINEERED 10" TRIM 8" TRIM WRAP W/EDGE CUT AT 45°. 10" SQUARE 21 2"312"21 2" 10" BOX COLUMN(SEE PLAN DETAIL)10"1x_ WRAP W/ EDGE CUT AT 45°. P.T. WOOD POST 1x10 414"414"10" 41 4"41 4" SCALE: 1/2" = 1'-0"718"11 2" O.H. 10" 3" SIMPSON CBSQ44-SDS2 POSTBASE (OR EQUAL) SECUREDTO CONC. WALL PRIOR TOPORCH SLAB INSTALLATION CONCRETE PORCH SLAB TO C.L. OF SIMPSON POST BASE SECURE 4x4 POST TO SIMPSON CBSQ44-SDS2 POST BASE (OR EQUAL) 4x4 PRESSURE TREATED POST 12" TRIM WRAP W/EDGE CUT AT 45°. . GRADE 6" MIN. 4" 4" BRICK LEDGE W/BRICK TO GRADE POURED CONC. WALL MAINTAIN MIN. 1" SIDECOVER FROM ALL EDGESOF POST BASE TO EDGE OF CONC. STEM WALL ANCHOR BOLT EMBEDDED PER NOTES ON SHEET 0N.1 HEIGHT OFPORCH SLABAT POST BASE 9'-7 3/4"(FIELD VERIFY) ã 10" 1'-0" O.H. 4 128"34"314" PRE-ENGINEERED ROOF TRUSSES HEADER PER PLANS1'-014"34"1x6 VENTED SOFFIT 1x8 BLOCKING 1x10 1x4 WRAPPED 10" BOX COLUMN 2x6 FAUX RAFTER TAIL (SEE DETAIL ABOVE)512"8"412"1"FAUX RAFTER TAIL DETAIL SCALE: 1/2" = 1'-0" FAUX RAFTER TAIL AT PORCH 2x6 1"7" BEARING COLUMN OVERHANG PER PLAN 1'-014"SHEATHING SHINGLES W/ FELT SHEATHING/VINYL SOFFIT6" TRIM 714"1034" BOX HDR VENTED SOFFIT HEADER PER PLANS 8" TRIM 2x_ BLOCKING SEE PLANS FOR POST TO BEAM ATTACHMENT 2x2 4" TRIM 10" TRIM WOOD TRUSSES PRE-ENGINEERED 10" TRIM 4" TRIM WRAP 10" SQUARE 21 2"31 2"21 2" 10" BOX COLUMN (SEE PLAN DETAIL)10"1x_ WRAP W/ EDGE CUT AT 45°. P.T. WOOD POST 1x10 414"414"10" 414"414" SCALE: 1/2" = 1'-0"718"112" O.H. 10" 3" SIMPSON CBSQ44-SDS2 POST BASE (OR EQUAL) SECURED TO CONC. WALL PRIOR TO PORCH SLAB INSTALLATION CONCRETE PORCH SLAB TO C.L. OF SIMPSON POST BASE SECURE 4x4 POST TOSIMPSON CBSQ44-SDS2 POST BASE (OR EQUAL) 4x4 PRESSURE TREATED POST 6" TRIM WRAP W/EDGE CUT AT 45°. . GRADE 6" MIN. 4" 4" BRICK LEDGE W/BRICK TO GRADE POURED CONC. WALL MAINTAIN MIN. 1" SIDE COVER FROM ALL EDGES OF POST BASE TO EDGE OF CONC. STEM WALL ANCHOR BOLT EMBEDDED PER NOTES ON SHEET 0N.1 HEIGHT OFPORCH SLABAT POST BASE 9'-7 3/4"(FIELD VERIFY) ã FLOOR JOISTS -SEE PLAN 4" BRICK VENEER w/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES @ 32" o.c. HORIZ. & @ 16" o.c. VERT. (TYP.) 4" 8"16" MAX.STEMGROUT SOLID TO WEEP HOLES @ 24" o.c. WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT 1" AIR GAP BASEMENT SLAB POURED TIGHT TO FOUNDATION WALL 1 18" OSB RIM JOIST (TYP.) 12" CONC. WALL w/ 8" STEM & 4" BRICK LEDGE. PROVIDE #5 BARS @ 12"o.c. EA. WAY @ INSIDE FACE 2x8 P.T. PLATE w/ 12" DIA. A.B. @ 2'-0" O.C. NOTES: ·DESIGN ASSUMES 45 PCF SOIL. ·DESIGN ASSUMES 3000 PSI (MIN.) CONCRETE COMPRESSIVE STRENGTH. ·LOCATE TOP & BOTTOM HORIZONTAL BARS WITHIN 12" OF TOP/BOT ·WALL DESIGN BASED ON TRUE THICKNESS SHOWN. ·WALL DESIGN BASED ON ACI 318 ·PROVIDE MIN. (2) FOUNDATION ANCHORS PER PLATE AND MIN. 12" FROM EACH END. PROVIDE (1) SIMPSON A35 CLIP EA. SIDE OF EVERY JOIST 11 2" CLEAR FASTEN SHTG. TO FLOOR JOISTS w/ 212"x0.131" NAILS @ 3" o.c. FOR 48" (MIN.)8" MIN.11'-0" (MAX.) WALL HEIGHT (H)12"x28" PLAIN CONC. FTG. PROVIDE 2"x4" KEY OR 12" LONG #4 DOWELS @ 24" o.c. w/ 4" FTG. EMBED. FLOOR JOISTS -SEE PLAN 1'-0" WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT BASEMENT SLAB POURED TIGHT TO FOUNDATION WALL 1 18" OSB RIM JOIST (TYP.) 12" CONC. WALL PROVIDE #5 BARS @ 12"o.c. EA. WAY @ INSIDE FACE 2x8 P.T. PLATE w/ 12" DIA. A.B. @ 2'-0" O.C. PROVIDE (1) SIMPSON A35 CLIP EA. SIDE OF EVERY JOIST 11 2" CLEAR FASTEN SHTG. TO FLOOR JOISTS w/ 212"x0.131" NAILS @ 3" o.c. FOR 48" (MIN.)8" MIN.11'-0" (MAX.) WALL HEIGHT (H)12"x28" PLAIN CONC. FTG. PROVIDE 2"x4" KEY OR 12" LONG #4 DOWELS @ 24" o.c. w/ 4" FTG. EMBED. PROVIDE 36" MIN. LAP SPLICE PROVIDE 36" MIN. LAP SPLICE WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT BASEMENT SLAB POURED TIGHT TO FOUNDATION WALL11'-0" (MAX.) WALL HEIGHT (H)12"x28" PLAIN CONC. FTG. PROVIDE 2"x4" KEY OR 12" LONG #4 DOWELS @ 24" o.c. w/ 4" FTG. EMBED. PROVIDE 36" MIN. LAP SPLICE8" MIN.FLOOR JOISTS -SEE PLAN 4"8"16" MAX.STEM1 18" OSB RIM JOIST (TYP.) 12" CONC. WALL w/ 8" STEM & 4" BRICK LEDGE. PROVIDE #5 BARS @ 12"o.c. EA. WAY @ INSIDE FACE 2x8 P.T. PLATE w/ 12" DIA. A.B. @ 2'-0" O.C. PROVIDE SOLID BLOCKING IN THE FIRST TWO BAYS @ 16" O.C. 112" CLEAR FASTEN FLOOR SHTG. TO BLOCKING w/ 212"x0.131 NAILS @ 4" O.C. 4" BRICK VENEER w/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES @ 32" o.c. HORIZ. & @ 16" o.c. VERT. (TYP.) GROUT SOLID TO WEEP HOLES @ 24" o.c. 1" AIR GAP PROVIDE (1) SIMPSON A35 CLIP EA. SIDE OF EVERY BLOCKING PANEL ã 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. APONYWALL(3'-0" MAX)3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING A 3"x 11-1/4" MIN. HEADER (SEE PLANS) NOT TO SCALE GARAGE PORTAL FRAME BRACING ELEVATION ONE SIDE OF GARAGE DOOR10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" FINISHED WIDTH < 18'-0"12' MAX. WALL HEIGHTEXTENT OF HEADER 12' MAX. WALL HEIGHTBRACED WALL PANEL OR SHEAR WALL (SEE PLAN) 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. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x316" PLATE WASHERS. MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC.KING STUDJACK STUDEXTENT OF HEADER OUTSIDE ELEVATION INSIDE ELEVATION NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB 1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT AND 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL10'-0" MAX.TO TOP OF HEADERPONYWALL(3'-0" MAX)BLOCKING AS REQ'D FOR SHEATH'G SPLICE MIN. (2) JACK STUDS OR AS NOTED ON PLANS FASTEN TOP PLATE TO HEADER w/ 2 ROWS OF 16d NAILS @ 3" o.c. LOCATE HEADER @ TOP OF OPENING 3"x 11-1/4" MIN. HEADER (SEE PLANS) PLAN VIEW OF CORNER DETAIL 16d NAIL AT 12" O.C. 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME PORTAL FRAME WALL SEGMENT A A PONYWALL(3'-0" MAX)FASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS 3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING BRACED WALL PANEL OR SHEAR WALL (SEE PLAN) SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. 16d SINKER NAILS IN (2) ROWS @ 3"O.C. SHEATHING FILLER AS REQ'D 2412"2412"7/16" OSB OR 1/2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. SECTION A-A THROUGH PIER