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1629 MARITIME OAK DR RES22-0018 TRUSS LAYOUTLVL SCHEDULEBEAM SPAN DEPTH PliesBM1 20' 18" 2BM2 18' 18" 2BM3*****NOT USED*****BEAM BY OTHERSBM4BM5 24' 18" 2BM6 24' 18" 2BM7 24' 18" 2BM8 8' 9-1/4" 1HANGER LISTHANGER QTYHGUS412 1HHUS46 2HTU26 52THA422 26BOT@9' PLTA/C CHASE(TYP)LIGHT ATTICSTORAGE24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.16" O.C.16" O.C. 16" O.C.2x LEDGER BY OTHERSBOTTOM @ 11'1-1/8"2x LEDGER BY OTHERSBOTTOM @ 11'1-1/8"DROPPED HEADER BY OTHERSBEAM BY OTHERSALL EXTERIOR WALLS HAVE BEEN HELD IN 1/2"FROM DIMENSIONS SHOWN ON PLAN TOACCOUNT FOR WALL SHEATHINGBM2BM6BM7BM5BM8BM1F08F12F04F05F05F05AF06F13F13F17F20F20F19F22F26F23F23F24F14F16F02F02A03A02J06J07J08J07J08A02J06J07J08J07J08A01J01J01J02J03J02J05J02J03J02J05B01J09J09J10J10J10J10B04J09J09J10J10J10J12B03D01J09J10J10E01EJ13EJ13EJ07EJ08EJ07EJ08EJ07EJ08EJ07EJ08EH01H02H03H04H05J15J19J20J16J17J18H19H17H16H15H14K03J22J07J08J07J08J23K03J22J07J08J07J08J24K01J25J25J26J26J26J27J26J27H13H06H07H08H09H10H11K02HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26 HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26THA422THA422THA422HHUS46HHUS46HGUS412THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422F09(6)F10(6)F11(9)F05(3)F07(3)F15(3)F18(4)F21(5)F25(8)F01(3)F01A(5)F01B(4)F03(3)A04(3)J04(3)J11(3)J11(3)J11(5)B02(6)C01E(3)J14E(3)E02E(5)E03(6)E04(3)J21(8)H18(3)H12(3)G01E(14)5' 0"9' 11"5' 0"18' 7"12' 11"8' 1"2' 0" 4' 11 1/2" 7' 0" 5' 0" 8' 0" 7' 6"59' 6"4' 6"13' 11"4' 6"17' 0"11' 11" 5' 1"19' 11"28' 1"9' 6"10' 6"11' 5"12' 6"5' 1"11' 11"29' 6" 12' 5"57' 6"2' 0" 11' 11 1/2" 5' 0" 8' 0" 5' 6 1/2"2' 0" 4' 0" 4' 0" 2' 0" 28' 6" 2' 0" 55' 5"16' 0" 4' 0" 7' 0" 1' 4"21' 0"5' 0" 1' 4"4' 0" 1' 4"1' 8"8"1' 4"1' 4"1' 0" 2' 0"19' 5 1/2"7' 6"21' 0 1/2"1' 10 1/4"1' 5 3/4"1' 0" 2' 0" 2' 0"1' 4"2' 0"1' 10"1' 6"1' 10 1/4"1' 2 1/4"1' 4"1' 4"5' 0" 4' 0" 4' 0" 2' 0"2' 0"42' 0" 22' 11" 9' 6" 27' 6"11' 6" 16' 0" 5' 6"4' 0" 16' 3 1/2"5' 0" 1' 7 1/2"10"LOADING CRITERIATypeRoof FloorTop Chord Live Load20.000 lb/ft² 40.000 lb/ft²Top Chord Dead Load15.000 lb/ft² 10.000 lb/ft²Bottom Chord Live Load0.000 lb/ft² 0.000 lb/ft²Bottom Chord Dead Load10.000 lb/ft² 5.000 lb/ft²Deflection Limit LL/TL240/180 480/360Duration Factor1.25 1.00Building CodeFBC 2020/TPI2014Wind StandardASCE716Wind Speed130.0 mphWind UsageRES CAT IIBuilding ExposureBBuilding TypeEnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210745Customer: North FL Builders of JacksonvilleProject: Singh ResidenceLot/Sub:Address 4564 Hunterston LNCity,State: Jacksonville, FLScale: N.T.S. Date: 12/15/2021Designer: James BratcherWall Height LegendEngineer of Record:Jesse Jannette - FL PE# 7862312058 San Jose Blvd., #1001Jacksonville, FL 32258This is a Truss Placement Plan OnlyTrusses have been designed based on thedrawings provided to MBS by the Builder.Please refer to the truss engineering for anyinformation not listed on this pagePlease refer to the BCSI - Summary Sheetsfor proper bracing of trusses during erectionFLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197..ROSEBURG-BLUELINX OnCENTER LVL 2440.2 ..EACOM-BLUELINX OnCENTER BLI I-JOIST 15432.1..BLUELINX OnCENTER RIMBOARD 6527.5= THE TRIANGLE AS SHOWN ON THIS DETAIL REPRESENTS THE LEFT END OF THE TRUSS ONTHE TRUSS ENGINEERING24"124 3/16"03-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder.2x4 minimum top and bottom chords.Square cut overhangs.3 1/2"126Typical Truss Ends= 10'1-1/8"=9'1-1/8"=N/A=N/A= 11'1-1/8"=8'1-1/8"By Mike Jones at 3:54 pm, Feb 03, 2022 AHUBELOWAHUBELOWD06 AND D07 TRUSS REQUIRE TOPCHORD SCABSCRICKETS BY OTHERS<----- NO HANGERS REQUIRED THIS AREA ----------------->FOR "DROPPED LEG" TRUSSES ATTACH A SIMPSON H2.5CLIP FROM LEG TO TOP OF D07 GIRDER, IN ADDITIONTO SPECIFIED HANGER.BM2BM1H02H01A01J01J02J03J04J02J03J04A02A03A04A04A04A04A04A04A04A04B02B03B04A05J01J02J03J04J02J03J04FG02FG03G02D01D02D03D04D05J17J12J13J12J13J18E01D07B10B09B08B07B06B06B06B06J11J12J13J14J12J13J14J15J15J15J15FG01D10D08D09C01J11J11AJ15J15J12J13J14J12J13J14J15J15J12J13J14J13AJ14AC02C02C01J11J11AJ12J13J12J13J14J13AJ14AJ16J16J16J16J16J16J06J19J02J06J08J08J09J09J09J09J10AJ10AJ10AJ10AJ10AJ10AJ10BJ10BJ10BJ10BG01G01G01G01G01B01J11J11J12J13J14J12J13J14J12J13J14J12J13J14J15J15J15J15J15J15J15J15J15D06D06D06A06J12AJ12AJ14CJ15BJ15CJ15CJ15CJ14BJ13BJ12BJ16B05No Soln.HTU2610d (0.148"x3") nailsUndesigned10d (0.148"x3") nailsUndesigned10d (0.148"x3") nailsUndesigned10d (0.148"x3") nailsNo Soln.Undesigned10d (0.148"x3") nailsUndesignedNo Soln .No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.10d (0.148"x3") nailsNo Soln.No Soln.UndesignedUndesignedNo Soln.Undesigned10d (0.148"x3") nailsNo Soln.No Soln.HTU26HGUS26-2HTU26Undesigned UndesignedNo Soln.UndesignedNo Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.UndesignedHGUS26-2No Soln.No Soln.HGUS26-2No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.No Soln.UndesignedNo Soln.No Soln.No Soln.No Soln.No Soln.No Soln.UndesignedNo Soln.10d (0.148"x3") nails10d (0.148"x3") nailsNo Soln.HTU26HTU28No Soln.10d (0.148"x3") nailsNo Soln.No Soln.No Soln.HGUS26-2Undesigned10d (0.148"x3") nails10d (0.148"x3") nailsUndesignedNo Soln.10d (0.148"x3") nails10d (0.148"x3") nailsNo Soln.No Soln.10d (0.148"x3") nails10d (0.148"x3") nailsUndesignedNo Soln.UndesignedNo Soln.No Soln.No Soln.NAILED10d (0.148"x3") nails10d (0.148"x3") nails10d (0.148"x3") nails10d (0.148"x3") nails10d (0.148"x3") nailsNo Soln.J05(6)J05(6)4-00-00 4-08-0029-04-008-08-006-08-0053-04-0016-00-0037-04-0053-04-0024-00-006-08-0022-08-0020-00-0014-08-0088-00-0019-04-008-08-0030-00-0030-00-0088-00-007-00-007-00-007-00-007-00-007-00-005-04-008-007-00-001-08-008-08-0015-04-007-00-007-00-0022-04-06LOADING CRITERIATypeRoof FloorTop Chord Live Load20.0 lb/ft² 40.0 lb/ft²Top Chord Dead Load7.0 lb/ft² 10.0 lb/ft²Bottom Chord Live Load0.0 lb/ft² 0.0 lb/ft²Bottom Chord Dead Load10.0 lb/ft² 5.0 lb/ft²Deflection Limit LL/TL240/180 480/360Duration Factor1.25 1.00Building CodeFBC 2020/TPI2014Wind StandardASCE716Wind Speed130 mphWind UsageRES CAT IIBuilding ExposureCBuilding TypeEnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210532Customer: Riverside HomesProject: The Chunko ResidenceLot/Sub: Atlantic Beach Country ClubAddress 1629 Maritime Oak DriveCity,State: Atlantic Beach, FLScale: N.T.S. Date: 12/13/2021Designer: Remote DesignerWall Height LegendEngineer of Record:Michael Stauffer - FL AR# AR139081093 A1A Beach Blvd #330St Augustine Beach, FL 32080This is a Truss Placement Plan OnlyTrusses have been designed based on thedrawings provided to MBS by the Builder.Please refer to the truss engineering for anyinformation not listed on this pagePlease refer to the BCSI - Summary Sheetsfor proper bracing of trusses during erectionFLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197..ROSEBURG-BLUELINX OnCENTER LVL 2440.2 ..EACOM-BLUELINX OnCENTER BLI I-JOIST 15432.1..BLUELINX OnCENTER RIMBOARD 6527.5= THE TRIANGLE AS SHOWN ON THIS DETAIL REPRESENTS THE LEFT END OF THE TRUSS ONTHE TRUSS ENGINEERING24"124 3/16"03-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder.2x4 minimum top and bottom chords.Square cut overhangs.3 1/2"126Typical Truss Ends= 10'1-1/8"=9'1-1/8"= 14'1-1/8"= 12'1-1/8"= 11'1-1/8"=8'1-1/8" 13241 Bartram Park Blvd #601 Jacksonville, FL 32258 904-503-3283 russrow.com CA No.32756 MEMORANDUM January 14, 2022 TO: Riverside Homes 12276 San Jose Blvd, Suite 120 Jacksonville, FL 32223 RE: Chunko Residence - Truss Approval Letter Atlantic Beach Country Club, Lot 2 Atlantic Beach, FL 32233 Duval County RR Job #21-0966 Russell Rowland, Inc. has reviewed the provided roof & floor truss design provided by Manning Building Supply and approve the truss design files provided the following provisions are met: 1) Add 1100# point load to truss F23 & F24 below the 2nd level interior bearing wall. 2) Provide 20” LVL beam or girder below the interior bearing wall in the Owner’s Suite towards the rear balcony. See sheet S1.1 of the structural plan set. • Manning Building Supply – Sealed Truss Shop Drawings o Job # J210532 – Chunko Residence. Dated 12/17/2021 • Manning Building Supply – Truss Layout Drawings o Job # J210532 – Chunko Residence. Dated 12/17/2021 Review of shop drawings is for conformance with the design of the project and does not release the delegated engineer from responsibility for any deviation from the requirements of the contract documents nor from the responsibility for error or omissions in the shop drawings. Should you have any questions or need additional information, please call the office at 904-503-3283 or email me directly at Bpearson@russrow.com. Benjamin D. Pearson, PE PE No. 91021 1/14/2022 By Mike Jones at 3:56 pm, Feb 03, 2022 Builder:Job Info: Riverside Homes 12276 San Jose Blvd Suite 120 Jacksonville Florida 32223 (904) 503-7055 Job: J210532-R File # Sales: Scot Burney Design: James Bratcher Page: 1 of 6 Job:Report Date: Manning Building Supplies Rep. Date: 1/19/2022The Chunko Residence 1629 Maritime Oak Drive Atlantic Beach FL 32233 11155 Phillips Parkway Dr. E Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F01 20"29-03-08 ---- 5 F02 20"29-03-08 ---- 9 F03 20"29-03-08 ---- 3 F04 20"12-11-00 ---- 2 F05 20"15-06-08 ---- 1 F06 20"4-02-08 ---- 1 F07 20"11-05-00 ---- 6 F08 20"11-05-00 ---- 1 F09 20"4-09-00 ---- 9 F10 20"23-07-06 ---- 1 F11 20"23-09-10 ---- 1 F12 20"25-05-12 ---- 1 F13 20"25-05-12 ---- 1 F14 20"25-05-12 ---- 1 F15 20"24-06-10 ---- 3 F16 20"22-02-12 ---- 4 F17 20"18-02-00 ---- 1 F18 20"12-04-00 ---- 1 F19 20"15-02-12 ---- 2 F20 20"15-02-12 ---- 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 1 of 6 Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 2 F21 20"15-01-00 ---- 1 F22 20"15-01-00 ---- 6 F23 20"17-03-00 ---- 1 F24 20"29-11-08 ---- 6 F25 20"29-11-08 ---- 3 F26 20"2-05-04 ---- 1 F27 20"5-00-11 ---- 3 F28 20"6-01-12 ---- 5 F29 20"1-10-10 ---- 14 F30 20"1-00-06 ---- 6 F31 20"1-08-06 ---- 3 F32 20"1-08-06 ---- 7 F33 20"1-08-06 ---- 3 F34 20"1-08-06 ---- 115 29-11-08 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 A01 3.5 /12 5-04-05 24-00-00 19-07-00 2 x 4 1-10-08 ---4-05-00 1 A02 3.5 /12 6-06-05 24-00-00 19-07-00 2 x 4 1-10-08 ---4-05-00 1 A03 3.5 /12 7-08-05 24-00-00 2 x 4 1-10-08 ---- 8 A04 3.5 /12 7 /12 8-03-05 24-00-00 21-05-14 2 x 4 1-10-08 ---2-06-02 1 A05 3.5 /12 7-11-04 24-00-00 21-05-14 2 x 4 1-10-08 ---2-06-02 1 A06 3.5 /12 3-09-06 10-11-07 2 x 4 2 x 8 1-10-08 ---- 1 2-ply B01 3.5 /12 4-05-00 30-00-00 2 x 4 1-10-08 1-10-08 ---- 1 B02 3.5 /12 5-07-00 30-00-00 2 x 4 1-10-08 1-10-08 ---- 1 B03 3.5 /12 6-09-00 30-00-00 2 x 4 1-10-08 1-10-08 ---- 1 B04 3.5 /12 7-11-00 30-00-00 2 x 4 1-10-08 1-10-08 ---- 1 B05 3.5 /12 9-01-00 30-00-00 2 x 4 1-10-08 ---- Job # J210532-R Customer: Riverside Homes Job: The Chunko Residence 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 2 of 6 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 B06 3.5 /12 9-01-00 30-00-00 28-08-14 2 x 4 1-10-08 ---1-03-02 1 B07 3.5 /12 7-11-00 30-00-00 2 x 4 1-10-08 ---- 1 B08 3.5 /12 6-09-00 30-00-00 28-08-14 2 x 4 1-10-08 ---1-03-02 1 B09 3.5 /12 5-07-00 30-00-00 2 x 4 1-10-08 ---- 1 B10 3.5 /12 4-05-00 28-08-14 2 x 4 1-10-08 ---- 2 C01 3.5 /12 4-05-00 20-00-00 2 x 4 1-10-08 ---- 2 C02 3.5 /12 5-07-00 20-00-00 2 x 4 1-10-08 ---- 1 D01 3.5 /12 4-05-00 34-00-00 2 x 4 1-10-08 1-10-08 ---- 1 D02 3.5 /12 5-07-00 34-00-00 2 x 4 1-10-08 1-10-08 ---- 1 D03 3.5 /12 6-09-00 34-00-00 2 x 4 1-10-08 1-10-08 ---- 1 D04 3.5 /12 7-11-00 34-00-00 2 x 4 1-10-08 1-10-08 ---- 1 D05 3.5 /12 9-01-00 34-00-00 2 x 4 1-10-08 1-10-08 ---- 3 D06 7 /12 10-03-00 34-00-00 2 x 4 2-05-12 ---- 1 2-ply D07 7 /12 10-03-00 34-00-00 2 x 4 ---- 1 D08 7 /12 10-03-00 34-00-00 2 x 4 ---- 1 D09 7 /12 9-05-13 18-00-00 2 x 4 ---- 1 2-ply D10 3.5 /12 8-03-06 18-00-00 2 x 4 2 x 6 ---- 1 E01 3.5 /12 3-04-07 7-00-00 2 x 4 2 x 8 ---- 1 2-ply FG01 0 /12 2-02-14 19-07-13 2 x 6 2 x 8 ---- 1 2-ply FG02 0 /12 2-09-00 3-09-00 2 x 4 ---- 1 2-ply FG03 0 /12 2-09-00 3-09-00 2 x 4 2 x 6 ---- 5 G01 3.5 /12 5-01-03 28-08-00 2 x 4 1-10-08 ---- 1 G02 3.5 /12 5-01-03 28-08-00 17-04-08 2 x 4 ---11-03-08 1 2-ply H01 7 /12 5-01-03 38-00-00 2 x 4 2 x 6 1-10-08 1-10-08 ---- 1 2-ply H02 7 /12 5-01-03 37-04-00 2 x 4 2 x 6 1-10-08 1-10-08 ---- 2 J01 2.47 /12 5-04-00 9-10-01 2 x 4 2-07-13 ---- 5 J02 3.5 /12 2-01-13 1-00-00 2 x 4 1-10-08 ---- Job # J210532-R Customer: Riverside Homes Job: The Chunko Residence 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 3 of 6 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 J03 3.5 /12 3-00-05 3-00-00 2 x 4 1-10-08 ---- 4 J04 3.5 /12 4-02-05 5-00-00 2 x 4 1-10-08 ---- 12 J05 3.5 /12 5-04-05 7-00-00 2 x 4 1-10-08 ---- 2 J06 3.5 /12 4-02-05 7-00-00 2 x 4 1-10-08 ---- 2 J08 4.95 /12 2-08-10 3-00-09 2 x 4 2-07-13 ---- 4 J09 7 /12 2-00-09 1-00-00 2 x 4 1-10-08 ---- 6 J10A 7 /12 2-08-15 2-02-06 2 x 4 1-10-08 ---- 4 J10B 7 /12 2-08-15 2-02-06 2 x 4 ---- 5 J11 2.47 /12 4-04-11 9-10-01 2 x 4 2-07-13 ---- 2 J11A 2.47 /12 4-04-11 9-10-01 2 x 4 ---- 13 J12 3.5 /12 1-02-08 1-00-00 2 x 4 1-10-08 ---- 2 J12A 3.5 /12 1-02-08 1-00-00 2 x 4 ---- 1 J12B 3.5 /12 (3-05-06) 1-02-08 1-00-00 2 x 4 ---- 13 J13 3.5 /12 2-01-00 3-00-00 2 x 4 1-10-08 ---- 2 J13A 3.5 /12 2-01-00 3-00-00 2 x 4 ---- 1 J13B 3.5 /12 (4-03-11) 2-00-13 2-11-11 2 x 4 ---- 10 J14 3.5 /12 3-03-00 5-00-00 2 x 4 1-10-08 ---- 2 J14A 3.5 /12 3-03-00 5-00-00 2 x 4 ---- 1 J14B 3.5 /12 (5-05-14) 3-03-00 5-00-00 2 x 4 ---- 1 J14C 3.5 /12 (5-05-14) 3-03-00 5-00-00 2 x 4 1-10-08 ---- 17 J15 3.5 /12 4-05-00 7-00-00 2 x 4 1-10-08 ---- 1 J15B 3.5 /12 (6-07-14) 4-05-00 7-00-00 2 x 4 1-10-08 ---- 3 J15C 3.5 /12 (6-07-14) 4-05-00 7-00-00 2 x 4 ---- 7 J16 7 /12 4-05-00 7-00-00 2 x 4 ---- 1 J17 2.47 /12 2-05-01 7-03-10 2 x 4 2-07-13 ---- 1 J18 3.5 /12 3-04-07 5-02-08 2 x 4 1-10-08 ---- 1 J19 2.47 /12 2-06-07 3-00-12 2 x 4 2-07-13 ---- Job # J210532-R Customer: Riverside Homes Job: The Chunko Residence 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 4 of 6 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 J20 3.5 /12 (1-01-11) 1-00-08 1-00-00 2 x 4 2 x 8 1-10-08 ---- 2 J21 2.47 /12 (2-03-08) 2-02-06 7-00-02 2 x 4 2-07-13 ---- 4 J22 3.5 /12 (1-08-11) 1-07-08 3-00-00 2 x 4 1-10-08 ---- 9 J23 3.5 /12 2-02-08 5-00-00 2 x 4 ---- 2 J24 2.47 /12 (2-10-08) 2-04-04 9-10-01 2 x 4 2-07-13 ---- 6 J25 3.5 /12 (1-01-11) 7-06 1-00-00 2 x 4 1-10-08 ---- 6 J26 3.5 /12 (1-08-11) 1-02-06 3-00-00 2 x 4 1-10-08 ---- 3 J27 3.5 /12 (2-03-11) 1-09-06 5-00-00 2 x 4 1-10-08 ---- 2 J28 3.5 /12 (2-10-11) 2-04-06 7-00-00 2 x 4 1-10-08 ---- 1 J30 3.5 /12 1-09-06 5-00-00 2 x 4 ---- 1 J31 2.47 /12 (2-03-08) 1-09-04 7-00-02 2 x 4 2-07-13 ---- 6 J32 3.5 /12 (2-03-11) 1-09-06 5-00-00 2 x 4 1-10-08 ---- 1 K01 3.5 /12 (1-11-01) 1-04-12 3-08-00 2 x 4 1-10-08 ---- 8 K02 3.5 /12 (4-04-15) 3-10-10 12-02-08 2 x 4 1-10-08 ---- 7 K03 3.5 /12 3-10-10 12-02-08 2 x 4 ---- 1 L01 3.5 /12 (2-10-11) 2-04-06 14-10-00 2 x 4 1-10-08 ---- 2 L02 3.5 /12 (3-00-03) 2-05-14 14-10-00 2 x 4 1-10-08 ---- 1 L03 3.5 /12 2-11-11 13-08-08 2 x 4 ---- 1 2-ply L04 3.5 /12 3-01-12 13-08-08 2 x 4 2 x 6 ---- 1 M01 3.5 /12 1-09-06 15-04-00 2 x 4 ---- 1 2-ply N01 3.5 /12 (2-03-11) 2-02-08 24-08-00 2 x 4 1-10-08 1-10-08 ---- 3 P01 3.5 /12 (2-09-09) 2-08-05 6-08-00 2 x 4 2-06-08 ---- 5 P02 3.5 /12 (2-09-09) 2-08-05 6-08-00 2 x 4 1-10-08 ---- 270 9-05-13 38-00-00 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 20-00-00 BM1 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 14-00-00 BM10 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 8-00-00 BM11 Job # J210532-R Customer: Riverside Homes Job: The Chunko Residence 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 5 of 6 Ancillary Items QTY TYPE SIZE LENGTH LABEL 2@3-ply Dimension Lumber 2x12 SP No.2 (3) 4-00-00 BM12 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 8-00-00 BM2 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 20-00-00 BM7 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 18-00-00 BM8 1@3-ply Dimension Lumber 2x12 SP No.2 (3) 16-00-00 BM9 1 Estimating Floor Quote Floor Quote 1 Estimating Roof Quote Roof Quote 6 Hanger HGUS26-2 HGUS26-2 11 Hanger HTU26 HTU26 1 Hanger HTU28 HTU28 1@2-ply Rectangular EWP onCENTER® LVL 2.0E 1 3/4" x 20"(2) 30-00-00 BM1 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 14-00-00 BM13 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 8-00-00 BM14 1@4-ply Rectangular EWP onCENTER® LVL 2.0E 1 3/4" x 20"(4) 26-00-00 BM2 1@2-ply Rectangular EWP onCENTER® LVL 2.0E 1 3/4" x 20"(2) 10-00-00 BM3 1@2-ply Rectangular EWP onCENTER® LVL 2.0E 1 3/4" x 20"(2) 6-00-00 BM4 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 24-00-00 BM5 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 22-00-00 BM6 SCABS QUANTITY LENGTH MATERIAL NAME False34-00-00 2x8 SP DSS 1 14-00-00 2x8 SP DSS 4 Tot. Scabs Job # J210532-R Customer: Riverside Homes Job: The Chunko Residence 1/19/2022 11:47:04 AM Marketta Shoopman - MS5894 6 of 6