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Home My WebLink AboutLA226145-19365 Hearth Ct-Construction PlanN2880DN 8'16'-7" 24'-11 1/2"3'-3"5'4' 4'-7 1/4"2'-9 1/4"13'-2 1/4" 8'-3 1/2" 3'-4 3/4"4'-2 3/4"8'-6 1/2" NEW DROPPED HEADER - CANNOT MODIFY FLOOR TRUSS ABOVE 3-PLY 9-1/2" LVL COVERED DECK LINE OF EXG. CANT. 2A12A1 2A12A1 3 A1 3 A1 3A13A14A14A1 4 A1 4 A1 VERIFY LOCATION OF BATH EXHAUST VENT NEW DROPPED 2 PLY 9 1/4"LVL HEADER BELOWEXISTING 2PLY 9-1/2 ML 33 44 EXTEND EXG SUPTEMPERED VERIFY ON SITE FEASIBILITY IF THISCAN BE CUT BACK FLUSH 11 11 11 22 EQ.EQ.1'-10 1/2"10'-2 1/2"6'-5 1/2"8'-1"EXG 11-7/8" TGI'S EXG. FLUSH 2 PLY 9-1/4" ML HEADER IN FLOOR TRUSS NEW DROPPED 2 PLY 9-1/2" LVL 12 3 3-1/4" X 9-5/8" TRTD. P LAM BEAM HELICAL PIER TO REQ. KIPS/PSI 3/4" SUBFLOOR TO FLUSH OUT W/EXG2' X 10" JOIST 16" O.C. ASPHALT SHINGLES HIGH TEMP ICE & WATER SHIELD 7/16" ROOF SHTG2' X 10" RAFTERS 16" O.C. R-49 CLOSED CELL SPF INSUL GUTTER APRON ALUM. GUTTERS 2" X 6" SUB FASCIA ALUMINUM FASCIA WRAPALUMINUM SOFFIT 5-1/2" X 7-1/2" CONTINUOUS HEADER 2" X 6" STUDS 16" O.C. 7/16" APA RATED WALL SHTG. WEATHER RESISTIVE BARRIER FIBERGLASS (R-21) INSUL. CLADDING 4 A2 4 A2 4-MIL POLY VAPOR RETARDER 1/2" DRYWALL 5/8" DRYWALL 10 A2 10 A2 1/2" TRTD PLYWOOD EXG FOUNDATION WALL MIN R-30 SPF INSUL. EXG FLOOR TRUSSES GRADE 6 A2 6 A2 EXISTING WALL 10A210A2 5/4 X 12 BAND BOARD 3'-6 3/4"3'-0 3/4"5'11'-4"9 A2 9 A2 10A210A2 6' X 6" TRTD. POSTTRIMMED OUT W/ EXTERIOR GRADE MATERIALS BEAM TRIMMED OUT W/ EXTERIOR GRADE MATERIALS COMPOSITE DECKING2" X 8" TRTD JOISTS RAILING BY OWNER - SEE TYP DTL 3 PLY 1-3/4" X 9-1/4" LVL ELEC. RECEPT. PAVERS BY OWNER BEADED PLY CLG @DECK MARVIN ELEVATE WINDOW / DOOR SCHEDULE TAG QTY MANUFACTURER #TYPE MULL RO SIZE GLAZING INTERIOR EXTERIOR FRAME EXTERIOR SASH HARDWARE SCREEN GRILLE HEADER JAMB FALL PROTECTION 1 3 ELAWN 4923 OVER ELCAP 4947 AWN / CSMT PIC FACTORY LOW-E / ARGON BARE PINE WHITE WHITE WHITE STD SEE PLAN SEE PLAN NA NA 2 1 ELAWN 4923 OVER ELCAP 4947 AWN / CSMT PIC FACTORY TEMP LOW-E / ARGON BARE PINE WHITE WHITE WHITE STD SEE PLAN SEE PLAN NA NA 3 1 ELDH 3648 2W DH FACTORY 71" X 47 3/4"LOW-E / ARGON BARE PINE WHITE WHITE WHITE STD SEE PLAN SEE PLAN NA NA 4 1 ELIFD 2880 INSWING FRENCH DOOR NA 33 5/16" X 96"TEMP LOW-E / ARGON BARE PINE WHITE WHITE WHITE SCREEN DOOR SEE PLAN SEE PLAN NA NA DN P P P P P SWITCHES FOR NEW LIGHT TBD ON SITE DEMO & REFEED WILL BE REQUIRED HORT. RECEPTACLES SEE SECTION 4:A1 PROJECT:A1 SCALE:KIRSCH ADDITION19365 HEARTH COURT, LAKEVILLE, MN55044FLOOR PLAN, SECTIONS,& ELEC PLANDATE 7/1/2024 REVISIONS # DATE FLOOR PLAN SCALE: 1/4" = 1'11 575 OLD HWY. 8 NW.NEW BRIGHTON, MN 55112LIC: BC721013WWW.BECKERBUILDREMODEL.COMAll dimensions, size designations given aresubject to verification of job-site andadjustment to fit job conditions. This is anoriginal design and must not be released orcopied unless applicable fee has been paidor job order placed. SECTION SCALE: 1/2 = 1'22 SECTION SCALE: 1/2 = 1'33 SECTION SCALE: 1/2 = 1'44 ELECTRICAL PLAN SCALE: 1/4" = 1'11 24'-11 1/2"8'16'-7"8'-4 1/2" EXG MUD SILL MAY NEED TO MODIFY JOIST LOCATION DUE TO EXG FLOOR TRUSS LOCATIONS - SPACE NO MORE THAT 16' O.C. TO BEAR ON EXISTING BEARING 2" X 10" SPF FLR.JOIST 16' O.C.2" X 8" TRTD. FLR.JOIST 16' O.C. FURR OVER 2" X 8" JOISTS IN THIS AREA TO FLUSH OUT W/ EXG STRUCTURE ELEVATION EXTEND HVAC SUP 24'-5 1/2" 8'-4 1/2"8'-0 1/2"8'-0 1/2"3"3" FLOOR FRAMING PLAN SCALE: 1/4" = 1'55 HELICAL SPACING SCALE: 1/4" = 1'77 2,175#4,900#1,600#3,275# (2) 2x8 SPF Continuous Header (2) 2x8 SPF Continuous Header Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 08/05/2024jnuetzman EXISTING VINYL SIDING ASPHALT SHINGLE ROOFING 11 11 22 33 TYPICAL EXTERIOR NOTES:- LP BOARD AND BATTEN SIDING (CEDAR TEXTURE)- 2 1/2" BATTENS- 3 1/2" CORNERS- 2 1/2" WINDOW/DOOR TRIM- 5/4 X 12 LOW BAND BOARD - COMPOSITE DECKING, COLOR TBD - DECK RAILING BY OWNER 5/4 X 12 BAND BOARD TRTD P-LAM BEAM ADDITIONEXG 5/4 X 12 BAND BOARD 11 3'-2"5' 44 EXISTING VINYL SIDING RUN 3 1/2"VERTICAL LPTRIM BOARD ADDITION EXG INSTALL J CHAGAINST LPTRIM 5/4 X 12 BAND BOARD 2" X 10" LEDGER BOLTED TO EACH WALL STUD 2 ROWS SIMPSON LRU28Z RAFTER HANGER EXISTING 2" X 6" WALL STUDS DORMER FLASHING 2" X 10" RAFTER 16" O.C. GLUE & SCREW 7/6" APA RATED ROOF SHTG TO LEDGER 3" O.C. BEVEL CUT TOP OF LEDGER2" X 8" TRTD JOIST 16' O.C. FURRING STRIPS OVER JOISTS 3/4" SUBFLOOR EXISTING MPCW TRUSSESTO REMAIN UNALTERED 1/2" TRTD. PLY INSULATION REMOVED FOR CLARITY BLOCKING BETWEENEXISTING TRUSSES FORNEW JOIST BEARING 3/4" SUBFLOOR 1/2" TRTD. PLY EXISTING MPCW TRUSSESTO REMAIN UNALTERED 2" X 10" JOIST 16' O.C. INSULATION REMOVE FOR CLARITY EXISTING MPCW TRUSSES TO REMAIN UNALTERED EXISTING SILL PLATE EXISTING FOUNDATION WALL NEW 2" X 10" FLR. JOIST EXISTING TRUSS CANTILEVERTO REMAIN. NEW JOIST LAYOUTNOT TO INTERFERE WITHTRUSSES BLOCKING BETWEENEXISTING TRUSSES FORNEW JOIST BEARING INSULATION REMOVED FOR CLARITY 24'-11 1/2"8'16'-7"8'-4 1/2" EXG MUD SILL MAY NEED TO MODIFY JOIST LOCATION DUE TOEXG FLOOR TRUSS LOCATIONS - SPACE NO MORE THAT 16' O.C. TO BEAR ON EXISTING BEARING 2" X 10" SPF FLR.JOIST 16' O.C.2" X 8" TRTD. FLR.JOIST 16' O.C. FURR OVER 2" X 8" JOISTS IN THIS AREA TO FLUSH OUT W/EXG STRUCTURE ELEVATION EXTEND HVAC SUP 24'-5 1/2" 8'-4 1/2"8'-0 1/2"8'-0 1/2"3"3" NOSINGS SHALL HAVE A RADIUS OF CURVATURE NOT GREATER THAN 9/ 16 INCH OR A BEVEL NOT GREATER THAN 1/2 INCH A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE THAN 11/4 INCHES SHALL BE PROVIDED ON STAIRWAYS. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESSTHAN 11 INCHES. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON EITHER SIDE OF THE STAIRWAY. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROMA POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLYABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BERETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDEDIAMETER OF NOT LESS THAN 11/4 INCHES AND NOT GREATER THAN 2 INCHES. IFTHE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESSTHAN 4 INCHES AND NOT GREATER THAN 61/4 INCHES AND A CROSS SECTION OFNOT MORE THAN 21/4 INCHES. EDGES SHALL HAVE A RADIUS OF NOT LESS THAN0.01 INCH. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALLBE NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLYFROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROMTHE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THATPORTION OF THE STAIRWAY. THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. AT OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THEFLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES. THE TREAD DEPTH SHALL BEMEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOSTPROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD’S LEADINGEDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOTEXCEED THE SMALLEST BY MORE THAN 3/8 INCH. GUARDS SHALL BE LOCATED ALONG THE OPEN SIDES OF FLOORS, STAIRS,RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHESMEASURED VERTICALLY TO THE FLOOR OR GRADE BELOWREQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES INHEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKINGSURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOTLESS THAN 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTINGTHE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34INCHES AND NOT MORE THAN 38 INCHES AS MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSING REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES IN DIAMETER THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THANTHE WIDTH OF THE FLIGHT SERVED. FOR LANDINGS OF SHAPES OTHER THAN SQUAREOR RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOTLESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIREDLANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN THEDIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. A FLOOR OR LANDING ISNOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN ANENCLOSED GARAGE, PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. <4" <6" SUB FLR. FLR. JST. 1/2" TRTD PLY ATTACHED TO SIDE OF JST. NAILERS 1/2" TRTD PLY ATTACHED TO SIDE OF JST. 6" DUCTING MIN R-30 SPF INSUL MIN 4.5"PROJECT:A2 SCALE:KIRSCH ADDITION19365 HEARTH COURT, LAKEVILLE, MN55044ELEVATIONS & DETAILSDATE 7/1/2024 REVISIONS # DATE 575 OLD HWY. 8 NW.NEW BRIGHTON, MN 55112LIC: BC721013WWW.BECKERBUILDREMODEL.COMAll dimensions, size designations given aresubject to verification of job-site andadjustment to fit job conditions. This is anoriginal design and must not be released orcopied unless applicable fee has been paidor job order placed. RIGHT ELEVATION SCALE: 1/4" = 1'33REAR ELEVATION SCALE: 1/4" = 1'22LEFT ELEVATION SCALE: 1/4" = 1'11 TYP STAIR / RAIL NOTES SCALE: N.T.S.88 JOIST OVER EXG BEARING @ CANT SCALE: N.T.S.44 FLOOR JOIST OVER EXG BEARING BETWEEN EXG TRUSSES SCALE: N.T.S.66 FLOOR JOIST @ BUMP OUT / DECK AREA SCALE: N.T.S.99 RAFTER TO WALL LEDGER DTL SCALE: N.T.S.1010 FLOOR FRAMING PLAN SCALE: 1/4" = 1'55 HELICAL SPACING SCALE: 1/4" = 1'77 HVAC SUPPLY CHASE SCALE: N.T.S.1111 3D M R D M 3 SINGLE POLE DIMMER SWITCH SINGLE POLE SWITCH OUTLET CEILING LIGHT FIXTURE 3-WAY SWITCH 3-WAY DIMMER SWITCH UNDER-CABINET LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED LIGHT FIXTURE ELECTRICAL SYMBOLS EXG. CONST. EXG. CONST. TO BE REMOVED EXG. CONST. TO BE ALTERED NEW CONST. WALL KEY REVISION TAG WINDOW / DOOR TAG GENERAL NOTE TAG FIXTURE TAG FINISH TAG E# A# E# A# 11 11 11 11 11 DATUM REFERENCE SECTION CUT ENLARGED DETAIL ELEVATION DRAWING TITLE ELEVATIONX' X" #A##A# #A##A# ##TITLE SCALE: X" = 1'2'19'-6"6'27'-6" 33'-6"8'6'36'17'-6"22'-6"4'17'-8" 24' 23'-2" 11'-11" 10' 10'30'30'8'25'-1" EXISTING HOUSE PORCH SIDEWALK PROPOSED ADDITION DRIVEWAY PATIO N ADDTL. IMPERVIOUS SURFACES (SQFT)EXISTING PROPOSED WALK/STOOP 71 71 DRIVEWAY 877 877 PATIO PAVERS 751 620 TOTAL IMPERVIOUS SURFACE (SQFT)3893 3951 IMPERVIOUS SURFACE COVERAGE RATIO 23.87% 24.23% STRUCTURE FOOTPRINT (SQFT) EXISTING PROPOSED HOUSE & GARAGE 2194 2383 TOTAL LOT COVERAGE (SQFT)2194 2383 LOT COVERAGE RATIO 13.45%14.61% LOT COVERAGE CALCULATIONS LOT AREA (SQFT)16309 ABBREVIATIONS SHEET INDEX G1 TITLE PAGE / SITE PLAN A1 FLOOR PLAN, SECTIONS, & ELEC PLAN A2 ELEVATIONS & DETAILS AB ANCHOR BOLT CAB CABINET FD FLOOR DRAIN PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE ABV ABOVE CL CENTERLINE FDN FOUNDATION AD ACCESS DOOR CLG CEILING FIXT FIXTURE QTY QUANITITY VR VAPOR RETARDER ADDL ADDITIONAL CMU CONCRETE MASONRY UNIT FLR FLOOR ADJ ADJACENT COL COLUMN FPL FIREPLACE R RISER W/WITH AFF ABOVE FINISHED FLOOR CONC CONCRETE FT FEET REF REFRIGERATOR WH WOOD AP ACCESS PANEL CONT CONTINUOUS REM REMOVE WH WATER HEATER AWN AWNING CT CERAMIC TILE HDR HEADER REQ REQUIRE(D)WNDW WINDOW CTR CENTER HGT HEIGHT RO ROUGH OPENING WP WATER PROOFING BD BOARD CSMT CASEMENT HW HARDWOOD BEL BELOW CPT CARPET HWH HOT WATER HEATER SHTG SHEATHING BLDG BUILDING SIM SIMILAR BLK BLOCK DEMO DEMOLITION IN INCH STD STANDARD BLT-IN BUILT IN DN DOWN INSUL INSULATION STRUC STRUCTURAL BM BEAM DT DRAIN TILE SPF SPRAY FOAM INSULATION BO BOTTOM OF DTL DETAIL MAX MAXIMUM BOT BOTTOM DH DOUBLE HUNG MIN MINIMUM T TREAD BP BEARING POINT MFR MANUFACTURER T&G TOUNGE AND GROOVE BSMT BASEMENT EA EACH MO MASONRY OPENING TO TOP OF BUR BUILT-UP-ROOF EJ EXPANSION JOINT MTL MATERIAL TYP TYPICAL ELEC ELECTRICAL MUL MULLION ELEV ELEVATION ENGR ENGINEER NTS NOT TO SCALE EP ELECTRICAL PANEL EXC EXCAVATE OC ON CENTER EXG EXISTING OPNG OPENING EQ EQUIL GENERAL NOTES DRAWN TO MEET OR EXCEED MN STATE BUILDING CODE & MN GREEN STAR STANDARDS PLANS DIMENSIONED TO FRAMING AND ELEVATIONS DIMENSIONED TO FINISH PROJECT:G1 SCALE:KIRSCH ADDITION19365 HEARTH COURT, LAKEVILLE, MN55044TITLE PAGE / SITE PLANKIRSCH ADDITION DATE 7/1/2024 REVISIONS # DATE 575 OLD HWY. 8 NW.NEW BRIGHTON, MN 55112LIC: BC721013WWW.BECKERBUILDREMODEL.COMAll dimensions, size designations given aresubject to verification of job-site andadjustment to fit job conditions. This is anoriginal design and must not be released orcopied unless applicable fee has been paidor job order placed. SITE PLAN SCALE: 1"= 10'11 1d analyzer Thu Apr 11, 2024 8:55 am :: jims Structural Wood Corporation (800) 652-9058 ----------------------------------------------------------------------------- ||||||||||||||||||||||||||||||||| Input |||||||||||||||||||||||||||||||||||||| MCA Treated Glulam, SYP 3.250x 9.625 ---------- Allowable --------- Bending Shear MOE Width Depth (psi) (psi) (psi mil) (in.) (in.) 2080 236 1.7 3.250 9.625 D RL RT FL FT FRL FRT LDF 0.90 1.15 1.15 1.00 1.00 1.15 1.15 Deflect - L/240 L/180 L/360 L/240 L/360 L/240 PSF Floor* 15 40 55 40 55 40 55 PSF Roof* 15 42 57 42 57 42 57 Point 1 : 0.000 ft. Support #1 Point 2 : 6.250 ft. Support #2 Point 3 : 12.500 ft. Support #3 Point 4 : 18.750 ft. Support #4 Point 5 : 25.000 ft. Support #5 Conc-Load 1 : Roof total 1498 lb. load at 0.000 ft Conc-Load 2 : Roof total 3241 lb. load at 9.000 ft Conc-Load 3 : Roof total 2954 lb. load at 17.000 ft Conc-Load 4 : Roof total 1358 lb. load at 25.000 ft Unif-Load 1 : Floor total ( 1, 5) 240 plf Unif-Load 2 : Roof wall weight ( 1, 5) 80 plf 1 2 3 4 [------------------------------------240-------------------------------------] [-------------------------------------80-------------------------------------] 1==================2==================3==================4===================5 1<-----6.250------>2<-----6.250------>3<-----6.250------>4<------6.250------>5 |||||||||||||||||||||||||||||||| Analysis |||||||||||||||||||||||||||||||||||| SEGMENT AND POINTS ANALYSIS --------------------------- |-- 1 ---|--- 2 ---|-- 3 --|--- 4 ----|----- 5 -----| 6 -|--- 7 ---|--- 8 ---| A B C D E F G H I Support Bearing Number (lbs. up +) (in) 1 2128 1.903 2 4236 3.789 3 4740 4.240 4 4437 3.969 5 2043 1.827 BENDING ANALYSIS (Location is from left end of segment) -------------------------------------------------------- Segment Bending Control Location from Max Bendin Number (psi) left end (ft) % Allowable Basis (psi) 1 232 2.500 11.2% 1.000:FT2 232 2 -663 3.125 27.8% 1.150:FRT4 -663 3 931 2.750 38.9% 1.150:FRT3 931 4 931 0.000 38.9% 1.150:FRT3 931 5 -846 0.000 35.4% 1.150:FRT5 -846 6 648 0.000 27.1% 1.150:FRT2 648 7 -581 0.000 24.3% 1.150:FRT6 -581 8 241 0.625 11.6% 1.000:FT3 241 SHEAR STRESS ANALYSIS (Location is from left end of segment) ------------------------------------------------------------ Segment Shear Control Location from Max Shear Number (psi) left end (ft) % Allowable Basis Stress (psi 1 38 0.000 16.0% 1.000:FT2 38 2 62 3.125 26.1% 1.000:FT4 -68 3 134 0.000 49.3% 1.150:FRT4 134 4 127 3.500 46.7% 1.150:FRT5 -126 5 101 0.000 37.1% 1.150:FRT5 101 6 146 1.750 53.9% 1.150:FRT6 -145 7 61 0.000 25.8% 1.000:FT6 67 8 38 3.125 16.3% 1.000:FT3 -37 MAXIMUM SEGMENT DEFLECTIONS (Location is from left end of segment) ------------------------------------------------------------------ Segment Deflection Control Location from Max Deflectio Number (in) left end (ft) % Allowable Basis (- is down)(in) 1 0.01 3.125 6.8% L/360:FRL3 0.01 2 0.01 0.625 7.0% L/360:FRL3 0.01 3 -0.03 2.750 14.8% L/360:FRL3 -0.04 4 -0.03 0.280 14.9% L/360:FRL3 -0.04 5 -0.02 3.780 9.3% L/360:FRL2 -0.02 6 -0.02 0.000 8.3% L/360:FRL2 -0.02 7 0.01 2.875 5.7% L/360:FRL2 -0.01 8 0.01 0.000 5.6% L/360:FRL2 -0.01 POINT DEFLECTIONS ------------------- Analysis Deflection (- is down) Point (in) Case A 0.00 Support B 0.01 FRL3 C 0.00 Support D -0.04 FRT3 E 0.00 Support F -0.02 FRT2 1d analyzer 8:55 am 4-11-24 pg. 2 G 0.00 Support H -0.01 FT3 I 0.00 Support 1. Analysis is based on dry service conditions. 2. Analysis assumes continuous lateral support of compression edge and lateral restraint at supports. 3. Minimum bearing lengths are based on full bearing over the entire width of the member. Longer bearing lengths may be required by the supporting material. 4. The user of this software is encouraged to review the output (size, stress levels, and deflection) with other analysis or load tables to ensure the accuracy of the results. 1d analyzer 8:55 am 4-11-24 pg. 3 5 1/4" 9 1/4" 10'9" 10'3" 1 SPF End Grain 0-3-0 2 SPF End Grain 0-3-0 1 2 3 4 Client: Project: Address: Date:4/12/2024 Input by: Job Name:Kirsch Project #: Level: LevelB2 2.1E RigidLam LVL DF or SP 1.750" X 9.250" 3-Ply -PASSED Version 23.80.880Powered by iStructDataset: 23112401.1 Member Information Type:Girder Plies:3 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: Yes Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1828 2979 3273 0 0 2 Vertical 1828 2979 3273 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 17033 ft-lb 5'4 1/2"23896 ft-lb 71%D+0.75(L+S)L Unbraced 17033 ft-lb 5'4 1/2"23896 ft-lb 71%D+0.75(L+S)L Shear 5512 lb 1' 1/4"10797 lb 51%D+0.75(L+S)L LL Defl inch 0.277 (L/450)5'4 1/2"0.519 (L/240)53%0.75(L+S)L TL Defl inch 0.492 (L/253)5'4 1/2"0.692 (L/180)71%D+0.75(L+S)L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 58%2979 / 3826 6804 L D+0.75(L+S) 2 -SPF End Grain 3.000"Vert 58%2979 / 3826 6804 L D+0.75(L+S) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 8-6-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 10-6-0 Top 20 PSF 0 PSF 42 PSF 0 PSF 0 PSF 4 Uniform 4-0-0 Top 20 PSF 0 PSF 42 PSF 0 PSF 0 PSF Self Weight 14 PLF This design is valid until 12/8/2026 Roseburg Forest Products 3661 Gateway Street Springfield, OR 97477 (541) 679-3311www.roseburg.comAPA: PR-L289, PR-L270, ICC-ES: ESR-1210 Manufacturer InfoNotes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. 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