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Home My WebLink AboutALB-0032-000C.1 Elevation "Q" 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 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 Indianapolis 2005 Indiana Residential Code Customer: ______________________________________________ Date: _____________ Customer: ______________________________________________ Date: _____________ 7.02 House Specific Details 7.03 House Specific Details 7.04 House Specific Details KPC Drawn By: 3576 PERCIVAL DRIVE ALBANY PLACE ALB-0032-00 11/26/2019 MELISSA H. . . 859.578.4290 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: UDEZE the LANGDON Division: Building Code: Redraws Plan Review: 12/04/19 Added sd/co to LL, ceiling fan at ODL, removed fl/br, mudpan master shower, added newel post at overlook, added 4010 transom window to J&J bath, extended J&J sink to full wall, added trim and brick to 6.03. Customer Plan Review Signature Architecture Plan Review: Square Footage PER ANSI Z765-2003 FINISHED LOWER LEVEL (NET) 1290 FIRST FLOOR (NET) 2087 SECOND FLOOR (GROSS) 2281 - VOLUME SPACE (GROSS) 334 SECOND FLOOR (NET) 1947 TOTAL LIVING (NET) 5324 UNFINISHED BASEMENT 792 UNFINISHED ATTIC STORAGE 0 GARAGE 724 COVERED FRONT PORCH 110 COVERED REAR PATIO 195 REAR DECK 0 7.05 House Specific Details 01/06/20 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. DESIGNLOADS: FLOORS: 40psfLIVELOAD+10psfDEADLOAD=50psf GARAGE FLOOR: 50 psf LIVE LOAD SEISMIC: "A" & "B" ROOF: 25psfLIVELOAD+20psfDEADLOAD=45psf WIND SPEED: 90 MPH DESIGNDEFLECTIONLIMITS(BASEDONLIVELOAD,EXCEPTMASONRY): RAFTERSGREATERTHAN3:12 L/180 CEILINGS L/240 MASONRY VENEER L/600 NOMINALLUMBERFLOORS: L/360 MANUFACTUREDWOODFLOORS: DESIGNEDTOMINIMUMPRORATINGOF35(OREQUIVALENT). NOMORETHAN8POINTDIFFERENCEBETWEENADJACENTSPANS. L/480FORSPANSUPTO16'-0" AND NOGREATERTHAN1/2"DEFLECTION L/600FORSPANSOVER16'-0" IF SIMPLE SPAN; L/840 FORSPANSOVER16'-0" IF CONTINUOUS SPAN. NOGREATERTHAN1/2"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) -ALLWOODBEAMS/HEADERS: 2x6TOBESPFSTUDGRADEORBETTER 2x8ORLARGERTOBESOUTHERNPINE#2ORBETTER - 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. -EXTERIORWALLSTOBE2x4SPFSTUDGRADEAT16"o.c.UNLESSOTHERWISENOTED(10'4-1/2"MAXIMUMWALLHEIGHT) -ALLINTERIORBEARINGWALLSANDWALLSATBASEMENT&FIRSTFLOORSTAIRWELLS,KITCHEN,ANDGARAGETOBE2x4SPFSTUDGRADEAT16"O.C.;ALLOTHERNON-BEARING INTERIORWALLSTOBE2x4SPFSTUDGRADEAT24"O.C.UNLESSOTHERWISENOTED. - 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). - 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 CONTINUOS 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 3 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34 inches AND A MAXIMUM OF 38 inches. - ALL HANDRAIL GRIP PORTIONS SHALL NOT EXCEED 2 5/8" IN CROSS-SECTIONAL DIMENSION. - KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX. - GUARDRAILS MUST BE A MINIMUM OF 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 36" HIGH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 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. - GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS TO BE INSTALLED PER NEC 2005, SECT. 210.8. - 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.ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner 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 (1) OUTLET STD HT/ (1) OUTLET 8' AFF H R 01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã 5-3/4" 8-3/4" 7-3/4" 6-3/4" 10:12 ROOF PITCH7:12 8:12 9:12 6:12 HEEL CUT STANDARDS 14:12 9-3/4" 13-3/4" 11-3/4" 12:12 4-3/4" 5:12 3-3/4" 4:12 OVERHANG 1'-0" 2'-0" 7-3/4" 9-3/4" 11-3/4" 13-3/4" N/A N/A N/A N/A N/A 01/06/20 Adam Schriner DATA OUTLET PHONE JACK HOME OFFICE OUTLET GAS PR TV EC 4-WAY SWITCH PROJECTOR ROUGH-IN CABLE TELEVISION JACK GROUND FAULT OUTLET WEATHERPROOF OUTLET 3-WAY SWITCH FLOOR OUTLET 220 OUTLET WALL OUTLET SINGLE POLE SWITCH BLOCK, MOUNT, & SWITCH FOR (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT FUTURE FAN/LIGHT COMBINATION ENTERTAINMENT CENTER OUTLET D CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD SMOKE DETECTOR WALL MTD. EXHAUST FAN CLG. MTD. EXHAUST FAN WALL SCONCE @ 5'-6" A.F.F. DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT HOSE BIB PIN LIGHT COMBINATION CO 34 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS.ã R H R 01/06/20 Adam Schriner DATA OUTLET PHONE JACK HOME OFFICE OUTLET GAS PR TV EC 4-WAY SWITCH PROJECTOR ROUGH-IN CABLE TELEVISION JACK GROUND FAULT OUTLET WEATHERPROOF OUTLET 3-WAY SWITCH FLOOR OUTLET 220 OUTLET WALL OUTLET SINGLE POLE SWITCH BLOCK, MOUNT, & SWITCH FOR (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT FUTURE FAN/LIGHT COMBINATION ENTERTAINMENT CENTER OUTLET D CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD SMOKE DETECTOR WALL MTD. EXHAUST FAN CLG. MTD. EXHAUST FAN WALL SCONCE @ 5'-6" A.F.F. DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT HOSE BIB PIN LIGHT COMBINATION CO 3 4 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS.ã H R R RR B R B 01/06/20 Adam Schriner ã 34'-5"01/06/20 Adam Schriner ã01/06/20 Adam Schriner 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 5 16 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 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----ã 01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner ã01/06/20 Adam Schriner