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1691 ATLANTIC BEACH DR - TRUSS „ , , BCS BUILDING COMPONENT EJ?PLY, INC. 4627 JP HALL BLVD. SUITE 2013 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 101- 1 1 /8' !////1 2 0' - 71 0014 ,,,/ 131.0140 THIS IS A TRUSS PLACEMENT ''° DIAGRAM ONLY. These trusses are designed as individual building components to be _ g incorporated into the building design at a the specification of the building II__. --—--•1------P dg See invial sfin e MN JAM for esi each ner.truss design di identied ig on she the placement drawing.du The de building designer is responsible for temporary and permanent bracing of the roof and ------ --- floor system and for the overall structure.The design of the truss I y s- E c support structure including headers, c beams,walls, and columns is the ,. responsibility of the building designer. ! ' I For general guidance regarding _ bracing, consult"Bracing of Wood /iii 16Mg � Trusses”available from the Truss Plate I Institute, 583 D'Onifrio Drive; Madison, 1. ARM ' I WI 53179. �����' I ATTENTION. 1�QM I . Refer to truss layout and engineering Ifli���! ; ; °' " .__ ; documents that arrive with delivered field trusses. .gym Unless noted otherwise, all beams are 451:603 by others. xto REVISION DATE CHECKED BY 0O/00/1 5 Products J �a-i'�i�fd=*L67r;T1 . PietID Length Product Plies Net Qty. ■!. �:'-•T`=•;'� FB03 23-02-00 1 3/4"x 16"LVL 3 3 - r: c FB02 19-05-08 1 314"x 16"LW 2 2 USP 714048 14 TOLL FB01 7-07-08 1314"x18"WL 2 2 CLIENT BROTHERS ATLANTIC BEACH SUBDIVISION HERITAGE MODEL TERRAND ELEVATION CARIBBEAN DRAWN BY LOT # R A S DATE FIRST FLOOR LAYOUT 016 10/05/201 5 SCALE: NTS REF # 8167 ,C00) , 44403 041.410 - - ,01410 000410 f 0-0:40 E.IE�1E Ei® F_.. E E 1 WI `jam' -.. •Ai •.. "P._\_M j NM 141.00 .rr \,2WO 4.43 Y :Y a 10010 .,,241 r„sa.ao 4101 pp _ 100410 'RI :viii Y. r„,41,,,24040 _ ■ 141.ao ;iii Y 1°°41° :,,�- 9 •,1,! ISM .M -.. • 8 8 ,'rfr- 1a Ulm-nn�r . . !" + tom` 11.01 :� ,.�m 11. • 141.. * .� izirti 'p er rJ /... • 141.4 ;; 1 III ilk IL. • •r,� .- i : NANINN • , aimi :., ; - „FT., •. �,�2... ' 'imentin....... ....y....................................7-...... • " . 10a 1 4141100 704C0 000410 6 0.0°41. Roof Contactor LAC Manor Product Qty USP JU824 27 rakis S Y SECOND FLOOR LAYOUT SCALE: NTS DATE 10/06!15 PAGE 1 BUILDING COMPNENT SUPPLY ORDER#8167 B C S 4627 J.P.HALL BLVD GREEN COVE SPRINGS,FL 32043 BUItONG COMPONEW Suva,INC. 904-297-9390 Toll Brothers JOB NAME:The Terrano LOT# 16 SUBDIV:Atlantic Beach MODEL: TAG:Caribbean JOB CATEGORY: Reaction Summary ROOF TRUSSES I PROFILE I QTYI PITCH I TRUSS I Joint Number PLY I ID Uplift REACTIONS Max ty Joint 2 Joint 3 Joint 4 4 3.00 0.00 EJ01 57.9520 44.0510 79.7570 -54.1900 -26.0110 -21.3340 eg Joint 1 Joint 2 Joint 3 3 3.00 0.00 EJ02 79.5000 42.9230 36.5770 -46.7960 -30.4740 Joint 1 Joint 2 Joint 3 12 5.00 0.00 EJ04 77.6670 42.2830 39.2480 I- -8.0170 -24.9410 -7.8080 Joint 1 Joint 2 Joint 3 22 5.00 0.00 EJ06 228.3330 151.7760 107.0450 -32.8490 -90.1280 --f - Joint 4 Joint 5 Joint 6 1 5.00 0.00 EJ07 194.7970 107.1100 452.4640 -108.7770 -105.8210 Joint 4 Joint 5 Joint 6 1 5.00 0.00 EJO8 293.5520 102.1020 564.5350 -144.4710 -144.0980 Joint 4 Joint 5 Joint 6 1 5.00 0.00 EJ09 211.1900 106.2140 482.6130 _ -114.6970 -115.5110 1 Joint 4 Joint 6 2 Ply 0.00 0.00 FG01 1929.3440 2928.1230 I 1 ^Joint 6 Joint 10 I� 2 Ply 0.00 0.00 FG02 2334.9380 2334.9380 1 I Joint 8 Joint 9 Joint 10 Joint 11 Joint 12 A=====jr:11 2 Ply 0.25 0.00 FT01 100.7200 278.5030 281.4330 279.8210 279.3060 -�-,�t Joint 6 Joint 10 7 025 0.00 FT02 823.5940 823.5940 1 Joint 6 Joint 10 -reqj 2 Ply 0.25 0.00 FT03 1039.2970 1039.2970 Joint 3 Joint 4 Joint 5 1 2.12 0.00 HJO1 12.3300 49.5530 596.9170 -72.03.0.0_ -88.7040 -282.2100 Joint 1 Joint 2 Joint 3 1 2.12 0.00 HJO2 107.1640 62.3930 47.1350 -77.6750 -50.2340 -39.8850 Joint 1 Joint 2 Joint 3 7 3.54 0.00 HJO4 122.8670 56.5120 44.4970 -22.5760 -30.1600 -4.0240 ® Joint 1 Joint 15 Joint 18 Joint 17 Joint 18 1 5.00 0.00 T01 67.9440 67.8970 164.3450 86.6670 111.2830 -1.7140 -1.7140 -57.4530 -30.8450 -38.8720 Joint 1 Joint 5 • 10 5.00 0.00 T02 798.3330 798.3330 -209.5170 -209.5170 Joint 5 Joint 7 1 3.00 0.00 T03 280.5940 669.8740 -237.6350 -446.6670 ® Joint 5 Joint 7 1 3.00 0.00 T04 303.9730 386.0270 -131.8810 -152.3330 DATE 10/06/15 PAGE 2 BUILDING COMPNENT SUPPLY ORDER#8167 B C S 4627 J.P.HALL BLVD GREEN COVE SPRINGS, FL 32043 BUIDING couPOhort suv0.Y.INC. 904-297-9390 Toll Brothers JOB NAME:The Terrano LOT# 16 SUBDIV:Atlantic Beach MODEL: TAG:Caribbean JOB CATEGORY: Reaction Summary ROOF TRUSSES I PROFILE I QTY PITCH I TRUSS I Joint Number PLY ID J REACTIONS MaxGravily Max Uplift Joint 5 Joint 6 ® 1 1 3.00 0.001 T05 303.9730 386.0270 I -131.2700 -134.3610 ® Joint 5 Joint 6 1 3.00 0.00 106 303.9730 386.0270 -129.1070 -119.3780 ® Joint 4 Joint 5 1 3.00 0.00 107 303.9730 386.0270 -127.3640 -114.5110 r err 41 Joint 1 Joint 4 1 3.00 0.00 108 303.4690 306.4210 -219.3510 -234.4320 Joint 1 Joint 4 1 3.00 0.00 T09 307.4990 307.4990 -208.0490 -234.0330 Joint 1 JdM 4 1 3.00 0.00 110 307.4990 307.4990 -197.4.780 -227.4570 Joint 1 Joint 4 il 9 ' 3.00 0.00 T11 307.4990 307.4990 -190.9490 -219.5180 Joint 1 Joint 7 2 5.00 0.00 T12 311.5170 312.0260 -108.6120 -113.3760 Joint 1 Joint 6 ifiril 2 ' 5.00 0.00 T13 335.0000 335.0000 -80.6270 -108.8460 Joint 1 Joint 3 1 5.00 0.00 114 905.3590 905.3590 -320.5150 -32.0.5150 Joint 1 Joint 3 Fili 3 5.00 0.00 T15 298.3330 298.3330 -78.2960 -78.2960 rJoint 1 Joint 3 1 5.00 0.00 116 1063.0930 973.1850 -288.1970 -263.8260 1 Joint 1 Joint 3 Joint 4 glen ..., 3 5.00 0.00 T17 211.6780 108.0480 125.6830 -69.3610 -75.2280 -20.9090 Joint 1 Joint 3 Joint 4 3 5.00 0.00 T18 228.3330 58.1250 170.2080 -46.4210 -42.2400 -43.4010 _, Joint 1 Joint 11 Joint 12 Joint 13 Joint 14 -"III" 1 5.00 0.00 T19 56.5880 56.5880 141.3420 96.1640 108.5230 -4.5390 -4.5390 -49.5310 -33.7100 -39.4060 Joint 1 Joint 3 ® 4 5.00 0.00 120 565.0000 565.0000 -348.6110 -348.6110 Joint 1 Joint 6 1 5.00 0.00 T22 581.6670 561.6670 _ -145.7.180 -149.093.0__ Joint 1 Joint 6 1 5.00 0.00 T23 561.6670 561.6670 -141.9160 -152.8950 Joint 1 Joint 3 1 1 5.00 0.00 124 782.0460 751.2860 -197.0910 -242.9930 ` DATE 10/06/15 PAGE 3 BUILDING COMPNENT SUPPLY ORDER#8167 B C S 4627 J.P.HALL BLVD GREEN COVE SPRINGS,FL 32043 Boom Com Portia SUPPLY,INC. 904-297-9390 Toll Brothers JOB NAME:The Terrano LOT# 16 SUBDIV:Atlantic Beach MODEL: TAG:Caribbean JOB CATEGORY: Reaction Summary ROOF TRUSSES I PROFILE I QTYI PITCH I TRUSS I I Joint Number PLY 1 ID REACTIONS Max Upliftty i 1 Joint 1 Joint 10 ' • ® 2 Ply 5.001 0.00 T25 2976.8510 2610.5200 -832.0100 -730.1870_ ® 1 Joint 1 Joint 8 2 Ply 5.00 0.00 T26 2809.4610 2758.7280 _ -728.1470 494.0990 ® Joint 1 Joint 10 2 5.00 0.00 127 1565.0000 1565.0000 -410.7230 -410.7230 ® Joint 1 Joint 11 2 5.00 0.00 128 1565.0000 1565.0000 -410.7230 .410.7230 ® Joint 1 Joint 8 2 5.00 0.00 729 1565.0000 1565.0000 .410.7230 -410.7230 ® Joint 1 Joint 9 2 5.00 0.00 130 1565.0000 1565.0000 -410.7230 -410.7230 Joint 1 Joint 10 ® 2 5.00 0.00 131 1565.0000 1565.0000 -410.7230 -410.7230 Joint 1 Joint 12 • 2 5.00 0.00 132 1565.0000 1565.0000 -410.7230 -410.7230 -_ - 46:6:1 , Joint 1 Joint 11 2 5.00 0.00 133 1565.0000 1565.0000 410.7230 410.7230 FLOOR TRUSSES I FLOOR I QTY' DEPTH I Joint Number REACTIONS Max Gravity PROFILE PLY ID Max Uplift ® 01-04-00 Joint 23 Joint 24 Joint 25 Joint 26 Joint 27 I F01 55.9960 158.3280 115.8880 152.9420 145.0590 ® 01-04-00 Joint 15 Joint 30 6 F02 1459.7920 1459.7920 01-04-00 Joint 22 Joint 23 Joint 24 Joint 25 Joint 26 1 F03 55.9540 143.5100 88.3620 154.4450 144.6950 ® 01-04-00 Joint 8 Joint 15 6 F04 760.7770 748.3900 ® 01-04-00 Joint 8 Joint 15 3 F05 748.2290 748.2290 ® 01-0440 Joint 7 Joint 13 1 F06 721.4370 836.1810 tall. 01-04-00 I Joint 4 Joint 5 Joint 6 1 F07 54.9510 191.5370 60.6400 01-04-00 Joint 5 Joint 8 �' 1 F08 191.3540 191.3540 BUILDING COMPNENT SUPPLY DATE 10!06115 PAGE 4 ORDER#8167 B C S 4627 J.P.HALL BLVD GREEN COVE SPRINGS, FL 32043 BUILDING COMPONENT SUPPLY.INC. 904-297-9390 Toll Brothers JOB NAME:The Terrano LOT# 16 SUBDIV:Atlantic Beach MODEL: TAG:Caribbean JOB CATEGORY: Reaction Summary FLOOR TRUSSES FLOOR I QTY] DEPTH 1 Joint Number I PROFILE PLYI ID REACTIONS MaxUplft tY K 01-04-00 Joint 5 Joint 8 2 F09 215.3670 209.2170 T• 01-04-00 Joint 5 Joint 10 F10 491.4840 554.7140 i\V 010 Joint 5 Joint 10 1 F11.04-0 670.7580 529.5900 ���i��I�1 01-04-00 Joint 8 Joint 9 Joint 10 Joint 11 Joint 12 1 F12 8.3620 121.1930 151.4540 146.9180 140.8730 1-1=1=121[ 1 01-04-00 I Joint 7 Joint 15 6 F13 684.0470 677.8280 ® 01-04-00 Joint 7 Joint 14 3 F14 685.1930 678.9740 ® 01-04.00 Joint 7 Joint 14 4 F15 681.2500 681.2500 ® 01-04-00 Joint 12 Joint 22 7 F16 1046.7080 1040.5190 r= 01-04-00 Joint 13 Joint 20 Joint 26 7 F17 508.3900 1149.1510 565.5750 OI 01.04-00 Joint 9 Joint 10 Joint 11 Joint 12 Joint 13 NIIIIIMMEN 1 F18 36.4750 137.9350 149.3410 145.5030 148.8120 ITEMS QTY I ITEM TYPE I SIZE LENGTH I PART NUMBER I NOTES FT-IN-16 27 Hanger i JUS24 8 Hanger I MSH422 t I 14 Hanger I THD46 3 Loose Material onCENTER®LVL 2.0E 1} _ 2 Loose Material onCENTER®LVL 2.0E 1 I 2 Loose Material onCENTER®LVL 2.0E 1_ a Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB01 Dry 11 span I No cantilevers 1 0/12 slope September 17, 2015 08:24:52 BC CALC®Design Report Build 4137 File Name: FB01 Job Name: Description: Designs\FB01 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: raiiiminamscampowwwwwiseiwwwitirifilinnvwwwwwwirou IIIIMINNNVININWIIIIIIIIIIIIPIEVEHRIERIwwwwwwwWWWWWWIMINIIII BO 07-07 8 0 B1 Total Horizontal Product Length=07-07-08 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 147/0 1,535/0 992/0 B1,5-1/2" 158/0 1,382/0 796/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 07-07-08 40 10 01-00-00 2 WALL ABOVE Unf. Lin. (Ib/ft) L 00-00-00 07-07-08 0 124 n/a 3 T14's Unf. Lin. (lb/ft) L 00-00-00 07-07-08 100 100 n/a 4 T15 Conc. Pt. (Ibs) L 00-00-00 00-00-00 625 625 n/a 5 T13 Conc. Pt. (Ibs) L 07-07-08 07-07-08 400 400 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,828 ft-lbs 5.4% 100% 1 03-08-00 End Shear 624 lbs 5.9% 100% 1 01-06-00 Total Load Defl. L/999(0.009") n/a n/a 3 03-08-00 Live Load Defl. U999(0.003") n/a n/a 6 03-08-00 Max Defl. 0.009" n/a n/a 3 03-08-00 Span/Depth 5.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x 3-1/2" 2,527 lbs n/a 48.1% Hanger B1 Post 5-1/2"x 3-1/2" 2,178 lbs n/a 15.1% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB01 Dry I 1 span I No cantilevers 1 0/12 slope September 17, 2015 08:24:52 BC CALC®Design Report Build 4137 File Name: FB01 Job Name: Description: Designs1FB01 Address: Specifier: City,State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must a cl be verified by anyone who would rely on • • • Gg output as evidence of suitability for V\ particular application.Output here based on building code-accepted design c properties and analysis methods. %\ Installation of BOISE engineered wood •� • products must be in accordance with �� current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJST'" Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARDTH,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT'" SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 a Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB02 Dry 11 span I No cantilevers 1 0/12 slope September 17, 2015 08:37:11 BC CALC®Design Report Build 4137 File Name: FB02 Job Name: Description: Designs1FB02 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 7 _ 7 ^ V 7 IVOMINIIMMINIMINHAIIMIIPMERMINIIIIMIIIWWWIIIMINIPSMWWWWWWIIIIIPI IniiNEMOinirniiiMIENNININVOUNaligilliWRINVINEWIiiiiiMailli i 190508 i'` BO B1 Total Horizontal Product Length=19-05-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 447/0 2,343/0 689/0 B1, 3-1/2" 478/0 2,612/0 841 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 19-05-08 40 10 01-00-00 2 WALL ABOVE Unf. Lin. (Ib/ft) L 00-00-00 19-05-08 0 124 n/a 3 T05 Conc. Pt. (Ibs) L 07-00-12 07-00-12 254 254 n/a 4 T06 Conc. Pt. (Ibs) L 09-00-12 09-00-12 142 142 n/a 5 T06 Conc. Pt. (Ibs) L 11-00-12 11-00-12 142 142 n/a 6 FB01 Conc. Pt. (Ibs) L 11-09-04 11-09-04 147 1,535 n/a 7 FB01 Conc. Pt. (Ibs) L 11-09-04 11-09-04 0 992 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 17,495 ft-lbs 51.8% 100% 1 11-09-04 End Shear 2,785 lbs 26.2% 100% 1 01-07-08 Total Load Defl. U421 (0.541") 57% n/a 3 10-00-12 Live Load Defl. U1,436(0.159") 25.1% n/a 6 10-00-12 Max Defl. 0.541" 54.1% n/a 3 10-00-12 Span/Depth 14.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,195 lbs n/a 34.8% Unspecified B1 Post 3-1/2"x 3-1/2" 3,602 lbs n/a 39.2% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Bolse Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB02 Dry I 1 span I No cantilevers 1 0/12 slope September 17, 2015 08:37:11 BC CALC®Design Report Build 4137 File Name: FB02 Job Name: Description: Designs1FB02 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►j b d Completeness and accuracy of input must a / be verified by anyone who would rely on • • • /, output as evidence of suitability for 4 particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 12" (800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJSTM', Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARD'"',BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM S® Connectors are: 16d Sinker Nails VERSA-STRAND®, V ,VERSA- ,VE VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®BoIse Cascade Quadruple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB03 Dry I 1 span I No cantilevers 1 0/12 slope October 15,2015 10:06:27 BC CALC®Design Report Build 4137 File Name: FB03 Job Name: Description: Designs1FB03 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: wiwwwwwwwwwitarunawymiramimmownwirmirmimmumwou At 0 24-06-04 1 BO B1 Total Horizontal Product Length=24-06-04 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 3,902/0 1,755/0 B1, 3-1/2" 3,459/0 1,589/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 24-06-04 40 10 01-00-00 2 F04's Unf. Lin. (lb/ft) L 00-00-00 14-00-00 277 104 n/a 3 F05's Unf. Lin. (Ib/ft) L 14-00-00 19-05-12 272 102 n/a 4 F06 Conc. Pt. (Ibs) L 19-05-12 19-05-12 608 228 n/a 5 F08,F09 Unf. Lin. (Ib/ft) L 19-05-12 24-06-04 81 30 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 33,557 ft-lbs 49.7% 100% 1 12-05-07 End Shear 4,911 lbs 23.1% 100% 1 01-07-08 Total Load Defl. L/395(0.732") 60.8% n/a 1 12-05-07 Live Load Defl. L/572 (0.505") 63% n/a 2 12-05-07 Max Defl. 0.732" 73.2% n/a 1 12-05-07 Span/Depth 18 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,657 lbs n/a 61.6% Unspecified B1 Post 3-1/2"x 3-1/2" 5,048 lbs n/a 54.9% Unspecified Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Bolse Cascade Quadruple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB03 Ini Dry 11 span I No cantilevers 1 0/12 slope October 15,2015 10:06:27 BC CALC®Design Report Build 4137 File Name: FB03 Job Name: Description: Designs\FB03 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d- Completeness and accuracy of input must rbe verified by anyone who would rely on a I % % output as evidence of suitability for '1111$ particular application.Output here based • • • �\�\ on building code-accepted design c ��� properties and analysis methods. ���� Installation of BOISE engineered wood MS products must be in accordance with • • "����' current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJST" Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARDTM BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from PYUSEM®,RSASA-LAM®,VERSA-RIM each side. VER A-STRAND®,VERSA-STUD®are Bolts are assumed to be Grade A307 or Grade 2 or higher. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Connectors are: 1/2 in. Staggered Through Bolt I