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HomeMy WebLinkAboutFinal Screen porch review 159 Logan PKWY Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state FASTEN OUTER DGE C O M P L E T E of Minnesota. BEAM TO HELICAL PIERS DECK B U I L D I N G Signature: PER MFR GUIDELINES. S o L u T 1 o N S Typed of Printed Name: Travis S.Welt Date: 07/21/2023 License Number: 58103 REV 1-8/6/2023 a (2) 1-3/4"x 9-1/4" LVL(CON.T) 4.45 5 5 4.45 W/2X BLKG ABOVE -� -r1EUCAL PIER - i- -r1EI-ICAI_FIFR r1EUCAk PIER- (2)2X4 FLAT DIAGONAL (45 PROVIDE (2) SIMPSON H2.5A 2,000 LB 4,000 LB 2,000 LB DEG) BRACES MIN 8'-0" ALL EXPOSED FRAMING MEMBERS TENSION CLIPS TO FASTEN SIDE -SCREEN WINDows QG/05T APART W/(3) 10d NAILS PER SHALL BE PRESSURE TREATED FOR BEAMS DOWN TO DROPPED DECK ,' N JOIST. SPLICES SHALL WEATHER/PEST PROTECTION PER BEAMS, TYP (4) LOCATIONS. C ' b ( ) 2020 MRC REQUIREMENTS. ALL uz �� r Ln OCCUR OVER MIN 3 HARDWARE SHALL BE GALVANIZED O '�, M z CONSECUTIVE JOISTS OR OTHERWISE PROTECTED FROM CORROSION. > ,� �OU FASTEN INNER DECK BEAM � ' TO FOOTINGS W/SIMPSON ALL FOOTINGS PER HELICAL PIER C2 OVF)OSITE DECK/c co J ABU (OR EQUAL) BASES MFR-CONSIDER ASD FACTORED �T SIMPSON HUC, p ,' o VERTICAL LOADS AS INDICATED. x TYP (2) U� ' WEB SOIL SURVEY INDICATES LOAM 3_6 LOATIONS o� .� bN - 28" DIA CONC FOOTING (5,000 �? X O ' PSI BEARING MIN 42" BELOW SOIL(1,500 PSF BEARING c� �� 5,000 LB GRADE. PROVIDE 4 #4 VERT CAPACITY). T - ( ) pj /',.�_—COCNC ' i� ',REV 1-8/6/2023 �� I PIER FTC Nc PIER FTC BARS,TYP (3) LOCATIONS REV 1-8/6/2023 PROVIDE SIMPSON CONTRACTOR/OWNER TO VERIFY HUC TO FASTEN SIDE 3,000 LB �' _ /(3) 1 3/4"x 9 1/4" LVL(CON.T) ` SCREEN IS MIN 50%OPEN. BEAM TO LEDGER, TYP REV 1-8/6/2023) ' W/2X BLKG ABOVE 3,000 LB cREEN (2) LOCATIONS 1 �ooR ,' 3Ex8o EZ-SCREEN REV 1-8/6/2023 DECK ANCHOR DooR PER DETAIL 1, TYP Lm � � City notes; 2X10 LEDGER PER DETAIL 1 AND 2020 MRC REQUIREMENTS 0 FASTEN JOISTS TO LEDGER WITH SIMPSON LUS210 APPROVED HANGERS JensenD08/16/2023 SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. This plan copy to be at job site Approved per engineered detail Shall be constructed per design N Plan must be at site O'Brien / Dymond Porch - 159 Logan Pkwy NE, Fridley, MN 55432 Plan 1/411 Brickhouse Architects PLLC 7/19/23 A1 .0 ALL POSTS 6X6 UNO ALL EXPOSED FRAMING MEMBERS ROOF TRUSSES PER MFR Qa SHALL BE PRESSURE TREATED FOR MAX 24" OC. PROVIDE WEATHER/PEST PROTECTION PER SIMPSON H1 CLIP TO BEAM, (3) 1-3/4" x 11-7/8" LVL, FULL -14' (3) 1-3/4" X 11-7/8" LVL GABLE EA SIDE EA TRUSS SPAN. FASTEN TO POSTS W/ HEADER, FULL SPAN. , . 2020 MRC REQUIREMENTS. ALL SIMPSON BC CAPS. CONNECT TO EAVE BEAMS HARDWARE SHALL BE GALVANIZED W/ SIMPSON LUC. OR OTHERWISE PROTECTED FROM CORROSION. 12 4 ROOF TRUSSES ROOF TRU SES o„ o„ LATERAL ANCHORS PER DETAIL 2, TYP Ca EXIST EAVE BEAMS WINDOW EXIST EZ—SCREEN WINDOWS O DOOR m EXIST OUTLET / LL- 2xI0@ I G" 2x8 LEDGER BEAM —BEAM I I I I I I I I I I I I I I I I I I I I 4i-4n I I I I I I I 1I I I _ 1_ _I I j T_ I I ice-HELICAL PIERS —EXTEND <--GONG PIER FTG—EXTEND TO BEARING AS REQ. BELOW FROST Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a % duly Licensed Professional Engineer under the laws of the state • C O M P L E T E of Minnesota. B U I L D I N G Signature: 5 o L u T I o N s Typed of Printed Name: Travis S. Welt North / South Section Date: 07/21/2023 License Number: 58103 O'Brien / Dymond Porch - 159 Logan Pkwy NE, Fridley, MN 55432 Sections 3/8" Brickhouse Architects PLLC 7/19/23 A3 .0 SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS DECKING ° APPROVED JOIST HANGERS 2"MIN. __ __- 2x LEDGER WITH FASTENERS o IN ACCORDANCE WITH TABLE R5072 SIMPSON LTTP2 w/%" LAG SCREW (MIN 3" FLOOR JOISTS EMBED INTO STUD)AND (12)#9 X 1-1/2" SD AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state C o M O L E r E of Minnesota. r' 8 U I L D I M G Signature: S o u r i o r+ s Typed of Printed Name:_ Travis S.Welt Date: 07/21/2023 License Number: 58103 TYPICAL LATERAL CONNECTION DETAIL @ FIRST FLOOR 1 ROOF RAFTERS/TRUSSES (E) HOUSE WALL BLOCKING STUDS AND SHEATHING DECK ROOF EAVE BEAM (2 LOC'S) SIMPSON LTTP2 w/ %" LAG SCREW (MIN 3" EMBED INTO Professional Engineer STUD) AND (12) #9 X 1-1/2" I hereby certify that this plan, specification, or report was S D. MAY B E INSTALLED O N THE prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state SIDE OF THE BEAM OR C o M v L f T E of Minnesota. r, B u I L D I N G signature: UNDERNEATH. S o L u r i o r+ s Typed of Printed Name:_ Travis S.Welt Date: 07/21/2023 License Number: 58103 TYPICAL LATERAL CONNECTION DETAIL @ ROOF 2 'I F O R T E W E R JOB SUMMARY REPORT Shauna OBrien Porch Level Member Name Results Current Solution Comments Roof Eave Beams Passed 3 piece(s) 1 3/4"x 11 7/8"2.0E Microllarn@ LVL Deck Joists Passed 1 piece(s)2 x 10 SPF No.1/No.2 @ 16"OC Edge Deck Beam Passed 2 piece(s) 1 3/4"x 9 1/4"2.0E Microllarn0 LVL Inner Deck Beam Passed 3 piece(s) 1 3/4"x 9 1/4"2.0E Microllam@ LVL Side Deck Beam IPassed 13 piece(s) 1 3/4"x 9 1/4"2.0E Microllam@ LVL Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state • C o M o L E T E of Minnesota. B U I L D I N G Signature: S o L u r t o N s Typed of Printed Name: Travis S.Welt Date: 07/21/2023 License Number: 58103 ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6 sos)979-0404 tswelt@gmail.com Weyerhaeuser File Name: Shauna OBrien Porch Page 1 / 6 it F0RTEWEB' MEME PASSED Level, Roof Eave Beams 3 piece(s) 1 3/4"x 11 7/8"2.0E Microllam@ LVL Overall Length: I- I I 0 0 r r r 14' 0 0 Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 3546 @ 4" 20934(5.50") Passed(17%) 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Shear(lb s) 2858 @ 1'5 3/8" 13622 Passed(21%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential Building Code:I BC 2021 Moment(Ft-Ibs) 12069 @ 7'5 1/2" 30788 Passed(39%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD Live Load DefI.(in) 0.214 @ 7'5 1/2" 0.475 Passed(U798) 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.323 @ 7'5 1/2" 0.712 Passed(U529) 1.0 D+ 1.0 S(All Spans) • Deflection criteria:LL(U360)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Factored Accessories 1-Column-SPF 5.50" 5.50" 1.50" 1197 1343 2349 3546 Bocking 2-Column-SPF 5.50" 5.50" 1 1.50" 1197 1343 2349 3546 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 14'11"o/c Bottom Edge(Lu) 14'11"o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments 0-Self Weight(PLF) 0 to 14'11" N/A 18.2 — -- 1-Uniform(PSF) 0 to 14'11"(Front) 9' 15.8 20.0 35.0 Roof Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Plim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICGFS under evaluation reports FSR-1153 and FSR-1387 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.00m/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWFB Software Operator ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 (509)979-0404 tswelt@gmail.com Weyerhaeuser File Name: Shauna OBrien Porch Page 2/ 6 it F0RTEWEB' MEMr PASSED Level, Deck Joists 1 piece(s) 2 x 10 SPF No.1/No.2 @ 16"OC Overall Length: 14'C. 1 + 0 0 I 10, 4' fl ❑2 0 Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 767 @ 10'3 1/4" 2231 (3.50") Passed(34%) 1.0 D+ 1.0 L(All Spans) Member Type:Joist Shear(lb s) 375 @ 9'4 1/4" 1249 Passed(30%) 1.00 1.0 D+ 1.0 L(Al Spans) Building Use:Residential Building Code:I BC 2021 Moment(Ft-Ibs) -716 @ 10'3 1/4" 1973 Passed(36%) 1.00 1.0 D+ 1.0 L(Al Spans) Design Methodology:ASD Live Load DefI.(in) 0.053 @4'9" 0.254 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) Total Load Defl.(in) 0.072 @4'8 13/16" 0.507 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) T]-Pro""Rating N/A N/A I N/A N/A • Deflection criteria:LL(U480)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" 85 229 314 See note' 2-Beam-SPF 3.50" 3.50" 1.50" 209 558 767 None 3-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" -3 109/-111 1061-114 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 14'4"o/c Bottom Edge(Lu) 14'4"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger W28 1.50" N/A 8-10dx1.5 6-10dx1.5 3-Face Mount Hanger W28 1.50" N/A 8-10dx1.5 6-10dx1.5 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 14'6 1/2" 16" 15.0 40.0 Deck Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICGFS under evaluation reports FSR-1153 and FSR-1387 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.00m/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWFB Software Operator ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 (509)979-0404 tswelt@gmail.com Weyerhaeuser File Name: Shauna OBrien Porch Page 3/ 6 it F0RTEWEB' MEMI PASSED Level, Edge Deck Beam 2 piece(s) 1 3/4"x 9 1/4"2.0E Microllam@ LVL 0 0 I 1 9' 9' 1❑ 2Q Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 3326 @ 9'8 1/4" 8181 (5.50") Passed(41%) 1.0 D+ 1.0 L(Al Spans) Member Type:Rush Beam Shear(Ibs) 1379 @ 10'8 1/4" 6151 Passed(22%) 1.00 1.0 D+ 1.0 L(Al Spans) Building Use:Residential Building Code:I BC 2021 Moment(Ft-Ibs) -3111 @ 9'8 1/4" 11204 Passed(28%) 1.00 1.0 D+ 1.0 L(Al Spans) Design Methodology:ASD Live Load DefI.(in) 0.060 @4'9" 0.312 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 1 0.076 @ 4'7 3/4" 0.468 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) • Deflection criteria:LL(U360)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 5.50" 4.25" 1.50" 323 885/-96 1209 1 1/4"Rm Board 2-Stud wall-SPF 5.50" 5.50" 2.24" 987 2339 3326 None 3-Stud wall-SPF 5.50" 4.25" 1.50" 323 885/-96 1209 1 1/4"Ftlm Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 19'2"o/c Bottom Edge(Lu) 19'2"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 19'3 1/4" N/A 9.4 -- 1-Uniform(PSF) 0 to 19'4 1/2"(Front) 5' 15.0 40.0 Deck Load Weyerhaeuser Notes MP Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Ftim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.00m/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 (509)979-0404 tswelt@gmail.com Weyerhaeuser File Name: Shauna OBrien Porch Page 4/ 6 ©FORTE WEB MEME PASSED Level, Inner Deck Beam 3 piece(s) 1 3/4"x 9 1/4"2.0 E Microllam@ LVL 0 0 r r i 9' 9' 0 0 0 Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4563 @ 9'3 1/4" 7809(3.50") Passed(58%) 1.0 D+ 1.0 L(Al Spans) Member Type:Drop Beam Shear(Ibs) 1916 @ 10'2 1/4" 9227 Passed(21%) 1.00 1.0 D+ 1.0 L(Al Spans) Building Use:Residential Building Code:I BC 2021 Moment(Ft-Ibs) -4174 @ 9'3 1/4" 16806 Passed(25%) 1.00 1.0 D+ 1.0 L(Al Spans) Design Methodology:ASD Live Load DefI.(in) 0.052 @4'5 3/8" 0.229 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) Total Load Defl.(in) 0.066 @ 14'2 7/16" 0.457 Passed(U999+) 1.0 D+ 1.0 L(Alt Spans) • Deflection criteria:LL(U480)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" 422 1155/-125 1577 See note' 2-Stud wall-SPF 3.50" 3.50" 2.05" 1362 3201 4563 Blocking 3-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" 422 1155/-125 1577 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 18'4"o/c Bottom Edge(Lu) 18'4"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Ir Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger HU610 2.50" N/A 18-10dx1.5 8-10d 3-Face Mount Hanger HU610 2.50" NIA 18-10dx1.5 8-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/2"to 18'5" N/A 14.2 -- 1-Uniform(PSF) 0 to 18'6 1/2"(Front) 7' 15.0 40.0 Deck Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.00m/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 (sos)979-0404 File Name: Shauna OBrien Porch tswelt@gmail.com Weyerhaeuser Page 5/ 6 it F0RTEWEB' MEME PASSED Level, Side Deck Beam 3 piece(s) 1 3/4"x 9 1/4"2.0E Microllam@ LVL Overall Length:14'6 1/2" 0 1 10, 4' it ❑2 Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3134 @ 14'5" 5906(1.50") Passed(53%) 1.0 D+ 1.0 S(All Spans) Member Type:Rush Beam Shear(lb s) 1494 @ 13'7 3/4" 10611 Passed(14%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential Building Code:I BC 2021 Moment(Ft-Ibs) 1305 @ 14' 19327 Passed(7%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD Live Load DefI.(in) 0.004 @ 12'8 3/4" 0.104 Passed(U999+) 1.0 D+ 1.0 S(All Spans) Total Load Defl.(in) 0.005 @ 12'9 5/16" 0.207 Passed(U999+) 1.0 D+ 1.0 S(All Spans) • Deflection criteria:LL(U480)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Factored Accessories 1-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" 51 -8 -14 51 See note' 2-Stud wall-SPF 3.50" 3.50" 1.50" 293 162 284 577 None 3-Hanger on 9 1/4"SPF beam 1.50" Hanger' 1.50" 1055 1189 2079 3134 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 14'4"o/c Bottom Edge(Lu) 14'4"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger HU68 2.50" N�'A 10-10dx1.5 4-10d 3-Face Mount Hanger HHUS5.50/10 3.00" N'A 30-10d 10-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments 0-Self Weight(PLF) 1 1/2"to 14'5" N/A 14.2 -- -- Unked from:Roof 1-Point(lb) 14'(Front) N/A 1197 1343 2349 Eave Beams, Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteW EB Software Operator Job Notes 7/21/2023 5:50:23 PM UTC Travis Welt TSW Structural Engineering,LLC ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 (509)979-0404 tswelt@gmail.com Weyerhaeuser File Name: Shauna OBrien Porch Page 6/ 6 Map Unit Description: Urban land-Hayden complex, 15 to 25 percent slopes---Anoka County, Minnesota Anoka County, Minnesota UhdD—Urban land-Hayden complex, 15 to 25 percent slopes Map Unit Setting National map unit symbol: 17gtm Elevation: 800 to 1,020 feet Mean annual precipitation: 25 to 34 inches Mean annual air temperature: 37 to 46 degrees F Frost-free period: 120 to 180 days Farmland classification: Not prime farmland Map Unit Composition Urban land: 85 percent Hayden and similar soils: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Urban Land Setting Landform: Moraines Parent material: Variable loamy material Description of Hayden Setting Landform: Moraines Landform position (two-dimensional): Shoulder Down-slope shape: Convex Across-slope shape: Convex Parent material: Till Typical profile Ap-0 to 6 inches: fine sandy loam E- 6 to 10 inches: fine sandy loam Bt- 10 to 37 inches: sandy clay loam C-37 to 60 inches: fine sandy loam Properties and qualities Slope: 15 to 25 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): None specified usDA Natural Resources Web Soil Survey 7/21/2023 Conservation Service National Cooperative Soil Survey Pagel of 2 Map Unit Description: Urban land-Hayden complex, 15 to 25 percent slopes---Anoka County, Minnesota Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: F090AY015WI - Loamy Upland with Carbonates Forage suitability group: Steep; Fine Texture (G090XN017MN) Other vegetative classification: Steep; Fine Texture (G090XN017MN) Hydric soil rating: No Data Source Information Soil Survey Area: Anoka County, Minnesota Survey Area Data: Version 20, Sep 6, 2022 usDA Natural Resources Web Soil Survey 7/21/2023 Conservation Service National Cooperative Soil Survey Page 2 of 2 Anoka County Parcel Viewer i a J v f . Proposed Screen Porch �' � f• 1a i r--. GR� GLEN GPNQ��Y NE Parcel Information: Approx.Acres:0.86 Owner Information: 10-30-24-13-0028 Commissioner:MANDY MEISNER DYMOND MARK WILLIAM 159 LOGAN PKWY NE 159 LOGAN PKWY NE FRIDLEY FRIDLEY ANOKA MN 55432 COUNTY MN Plat:OAK CREEKADDITION 55432 Anoka County GIS 1:600 Date: 5/4/2023 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search, appraisal, survey, or for zoning verification.