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Home My WebLink AboutLA168621 16849 Judicial Rd Permit packRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNC O V E R S H E E T 1 SHEET INDEX 1 COVER SHEET 2 FOUNDATION PLAN 3 MAIN LEVEL FLOOR PLAN 4 UPPER LEVEL FLOOR PLAN 5 ROOF PLAN 6 EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATIONS 8 INTERIOR ELEVATIONS 9 INTERIOR ELEVATIONS 10 BUILDING SECTIONS 11 CONSTRUCTION DETAILS 12 ELECTRICAL PLAN 13 Unnamed S A N H R E S ID E N C E 16849 Judicial R oad Lakeville, M N CONDITIONED SPACE BASEMENT 667 SF MAIN LEVEL 1288 SF UPPER LEVEL 1286 SF BASEMENT MECHANICAL ROOM - UNFINISHED 70 SF Grand total 3311 SF UNCONDITIONED SPACE GARAGE 659 SF MAIN LEVEL DECK 191 SF Grand total 850 SF S Q U A R E FO O T A G E Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 05/07/2019dmathews E R O S IO N C O NT R O L NO TE S : • R O C K C O N S T RU C T IO N E NT R A N CE • S T R E E T INL E T P RO T E C T IO N • E F F E C T IV E P E RIM E T E R C O N T R O L A R O UN D A LL A R E A S O F D IS T UR B A N C E• R E DU N D A N T P E R IM E T E R C O N T R O L T O P R O T E C T T H E O N S IT E W E T LA ND• T E M P O R A RY C O V E R IM P LE M E N T E D O N S T O C K P ILE S A ND E X P O S E D S O IL A R E A S W IT H IN 1 4 DA Y S O F A C T IV E G R A D IN G• A N IN D IV ID U A L CE R T IF IE E D IN E R O S IO N A ND S E D IM E N T CO NT R O L IN S P E CT IN G T H E E NT IR E S IT E O N C E E V E RY 7 D A Y S O R W IT H IN 24 H O U R S A F T E R A R A IN F A LL E V E N T G RE A T E R T A H N O R E Q UA L T O 1/2" IN 24 H O U R S• R E P A IR /R E P L A C E M E N T O R S U P P L E M E NT A A T IO N O F P E R IM E T E R C O N T R O L D E V ICE S W H E N D IS C O V E RE D T O B E F U LL A T 1/2 O F T HE HE IG HT O F T H E DE V IC E• A N Y DE W A T E R IN G W IL L T A K E P L A C E IN T O A V E G E T A T E D A RE A T H A T W IL L NO T D R A IN T O T H E O N S IT E W E T L A N D UP W H U.C.Refr.FD G AR AG E C O N C . B AT H TILE M U D R O O M C O N C . G U E S T / C R AF T R O O M C O N C . F A M IL Y R O O M C O N C . M E C H . R O O M C O N C . 2-8 x 6-8 2-6 x 6-8 2-6 x 6-8 2-8 x 6-82-8 x 6-816-0 X 8-0 O .H .3-0 x 6-8 C.O.B E A M P O C K E T 8 B A 10 B 10 C 10 8 C WALK UP BAR8 D E W A LL LIN E A B O V E B E A R IN G W A LL A B O V E 8" R E IN F O R C E D P O U R E D C O N C R E TE W A LL (V E R IFY S T R U C TU R E A N D TH IC K N E S S R E Q U IR E D )SLOPE CONC.16" FLOOR TRUSSES@ 16" O.C.2x 10 C LG . JO IS T 16 " O .C .16" FLOOR TRUSSES@ 16" O.C.16" FLOOR TRUSSES@ 16" O.C.2x 6 B E A R IN G W A LL 2x 6 B E A R IN G W A LL 3' - 3 1/2"16' - 0"4' - 2 1/2"1' - 8 1/2"9' - 7"3' - 8 1/2"4' - 10"6' - 8"30' - 0"BEYOND2" INSULATION12' - 0"16' - 0"2' - 0"30' - 0"23' - 6"9' - 4 1/2" 9' - 4 1/2"13' - 8"2' - 7 1/2"8"8' - 2"5' - 4 1/2"13' - 9 1/2"9' - 7"13' - 2 1/2"4' - 6 1/2"U P 1 6 R 3' - 0"5' - 0"303 303290 A FIB E R G LA S S B A S E , FU LL TILE W A LL S @ S H O W E R 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLDFL O O R D R A IN SU M P 23' - 6"30' - 6" 23' - 6"26' - 6"4' - 0" 54' - 0" 54' - 0" 1 10 2x10 CLG. JOIST16" O.C.W 1 4 x 82 W 1 0x 45, W 12 x3 5, O R W 14x 30 W 14x825 1/4" x 7" P S L P O S T 3 x 3 x 12 C O N C . P A D 3-6 x 3-6 x 1 C O N C . P A D 3-6 x 3-6 x 1 C O N C . P A D (2) 1 1-7/8" LS L (2) 9-1/2" LS L (2) 1 1-7 /8 " LV L (2) 2 x10 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNF O U N D A T IO N P LA N 2 1/4" = 1'-0" F O U N D AT IO N P L AN Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" min 3" bearing mulls required per beam design UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. UP W H U.C.Refr.FD G AR AG EC O N C . B AT H TILE M U D R O O M C O N C . G U E S T / C R AF T R O O M C O N C . F A M IL Y R O O M C O N C . M E C H . R O O M C O N C . 2-8 x 6-8 2-6 x 6-8 2-6 x 6-8 2-8 x 6-82-8 x 6-816-0 X 8-0 O .H .3-0 x 6-8 C.O.B E A M P O C K E 8 B A 10 8 C WALK UP BAR8 D E W A LL L IN E A B O V E B E A R IN G W A LL A B O V E 8" R E IN F O R C E D P O U R E D C O N C R E TE W A LL (V E R IFY S T R U C TU R E A N D TH IC K N E S S R E Q U IR E D ) S T E E L B E A M -V E R IFY S IZESLOPE CONC.16" FLOOR JOIST@ 16" O.C.2x 10 C LG . JO IS T 16 " O .C .16" FLOOR JOIST@ 16" O.C.16" FLOOR JOIST@ 16" O.C.2x 6 B E A R IN G W A LL 2x 6 B E A R IN G W A LL LV L B E A MV E R IF Y S IZE W / S U P P LIE R 3' - 3 1/2"16' - 0"4' - 2 1/2"1' - 8 1/2"9' - 7"3' - 8 1/2"4' - 10"6' - 8"12' - 0"16' - 0"2' - 0"30' - 0"23' - 6"9' - 4 1/2" 9' - 4 1/2"13' - 8"2' - 7 1/2"8"8' - 2"5' - 4 1/2"13' - 9 1/2"9' - 7"13' - 2 1/2"4' - 6 1/2"U P 1 6 R 3' - 0"5' - 0"303 303290 A FIB E R G LA S S B A S E , FU LL TILE W A LL S @ S H O W E R 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLDFL O O R D R A IN SU M P 23' - 6"26' - 6"4' - 0" 54' - 0" 1 10 LV L B E A MV E R IF Y S IZE W / S U P P LIE R 2x10 CLG. JOIST16" O.C.1/4" = 1'-0"F O U N D AT IO N P L AN SW4 SW8 PROVIDE (3) 2X6 AT EACH END OF SHEAR WALL PROVIDE (4) 2X6 AT EACH END OF SHEAR WALL SHEAR WALL SCHEDULE TYPE SHEATHING EDGE FASTENERS SILL CONNECTION HOLD-DOWN SW1 1 LAYER 19/32" OSB, UNBLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. DTT1Z SW2 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. HDU2-SDS2.5 SW3 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU2-SDS2.5 SW4 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU8-SDS2.5 SW5 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 3" O.C. HDU4-SDS2.5 SW6 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU4-SDS2.5 SW7 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 1.5" O.C. (2)HDU11-SDS2.5 SW8 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 36" O.C. (2)HDU5-SDS2.5 NOTES: 1. SHEATHING TO BE CONTINUOUS FOR LENGTH OF SHEAR WALL. 2. PROVIDE (2) 2X STUDS AT EACH END OF SHEAR WALL U.N.O. SEE SCHEDULE FOR HOLD-DOWN TYPES. HOLD-DOWNS ARE MANUFACTURED BY SIMPSON STRONG-TIE. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. USE ANCHOR BOLT TYPE AND EMBEDMENT RECOMMENDED BY MANUFACTURER. 3. PROVIDE 16d NAILS @ 6" OC BETWEEN STUDS AT LOCATIONS WHERE WALL STUD SIZE CHANGES. 4. INTERMEDIATE FASTENER SPACING IS 12" OC U.N.O. 5. WHERE SHEAR WALLS BEAR ON JOISTS OR LVLS, MEMBERS MUST BE DESIGNED FOR UPWARD AND DOWNWARD LOADS AT HOLD-DOWN LOCATIONS. 6. FOLLOW ALL REQUIREMENTS OF THE 2015 MINNESOTA RESIDENTIAL CODE. 2/S1 detail F1 F1 F2 F2 RangetopO v en M W av e O F F IC E W O O D L A U N D R Y W O O D P O W D E R W O O D K IT C H E N W O O D D IN IN G R O O M W O O D L IV IN G R O O M W O O D 3-0 X 8-0 DR. W/ (2) 18"SIDELITES305 288 299 286 287 284 295 296 297 288288 95 6 4 9 3 8 G F 8 R E FD WFLOATING SHELVESW D 288288 290 3-0 x 8-02-6 x 8-0 2-8 x 8-0 290 A 10 B 10 C 10 16" FLOOR TRUSSES@ 16" O.C.16" FLOOR TRUSSES@ 16" O.C.D N 1 6 R FU LL G L A S S (2) 9-1 /2 L V L C O N T. (2) 9-1 /2" LV L 9' H . H E A D E R -IN T E G R A L H E A D E R /R IM -T O P C H O R D B E A R IN G TR U S S E S 2x 8 FR A M IN G W / 2" O V E R H A N G T Y P . 2x 8 FR A M IN G W / 2 " O V E R H A N G TY P . U P 1 7 R 9 2 48' - 0" 4' - 0"8' - 9"8' - 0"7' - 11 1/2"11' - 9"7' - 6 1/2"6 1/4"16' - 1 3/4"12' - 0"7' - 3"8' - 10 3/4"6' - 0"6' - 0"26' - 10"4' - 7 1/4"4' - 11"7' - 9 3/4"3' - 10" 7' - 6"12' - 1 3/16"7' - 2 13/16"2' - 6 3/4"2' - 0 1/2"3' - 6 1/2"4' - 3 1/4" LIN E O F G A R A G E W A LL28' - 0"8"3' - 0"10' - 0"4' - 6"4' - 4 1/2"1' - 8 1/2"1' - 8 1/2"2' - 8 1/2"8' - 5 3/4"9' - 0 1/4"6' - 7 3/4"17' - 1 3/4"6' - 8 1/2" 9' - 0" 3' - 7"8' - 3"2' - 0"4' - 0"303 303 28' - 8"5' - 10"3' - 0"3' - 7 1/2"15' - 6 1/2"3' - 11"3' - 0"3' - 11"1 3/4"3' - 0"23' - 7"3' - 5" R A ILIN G H 9 1 5' - 1 1/4"2' - 7 1/2" 288 288 305 2-6 x 8-09' H . H E A D E R -IN T E G R A L H E A D E R /R IM -TO P C H O R D B E A R IN G TR U S S E S 48' - 0" 6 3/4"4' - 11"6 3/4"28' - 8"1 10 1 8' H . S O FFIT @ N IC H E 2' - 1" 2' - 0 1/4" 2' - 1"2' - 0"1' - 0"(2) 2 x4 (2) 2 x4(2) 2 x10(2) 2 x10(2) 2 x10 (2) 2x10(2) 14"LVL(2) 1 4" LV L(2) 1 4" LV L(2) 9-1/2" LS L(2) 9-1/2" LS L(2) 2x10(2) 2x10(2) 2x10(2) 2x10S T E E L B E A M -V E R IFY S IZE W / S U P P L IE R P R O V ID E B L O C K IN G FO R FLO A TIN G V A N ITY 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNM A IN LE V E L F LO O R P LA N 3 1/4" = 1'-0" M AIN L E V E L F L O O R P L AN Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" SHEAR WALL SCHEDULE TYPE SHEATHING EDGE FASTENERS SILL CONNECTION HOLD-DOWN SW1 1 LAYER 19/32" OSB, UNBLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. DTT1Z SW2 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. HDU2-SDS2.5 SW3 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU2-SDS2.5 SW4 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU8-SDS2.5 SW5 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 3" O.C. HDU4-SDS2.5 SW6 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU4-SDS2.5 SW7 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 1.5" O.C. (2)HDU11-SDS2.5 SW8 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 36" O.C. (2)HDU5-SDS2.5 NOTES: 1. SHEATHING TO BE CONTINUOUS FOR LENGTH OF SHEAR WALL. 2. PROVIDE (2) 2X STUDS AT EACH END OF SHEAR WALL U.N.O. SEE SCHEDULE FOR HOLD-DOWN TYPES. HOLD-DOWNS ARE MANUFACTURED BY SIMPSON STRONG-TIE. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. USE ANCHOR BOLT TYPE AND EMBEDMENT RECOMMENDED BY MANUFACTURER. 3. PROVIDE 16d NAILS @ 6" OC BETWEEN STUDS AT LOCATIONS WHERE WALL STUD SIZE CHANGES. 4. INTERMEDIATE FASTENER SPACING IS 12" OC U.N.O. 5. WHERE SHEAR WALLS BEAR ON JOISTS OR LVLS, MEMBERS MUST BE DESIGNED FOR UPWARD AND DOWNWARD LOADS AT HOLD-DOWN LOCATIONS. 6. FOLLOW ALL REQUIREMENTS OF THE 2015 MINNESOTA RESIDENTIAL CODE.RangetopO v en M W av e O F F IC E W O O D L A U N D R Y W O O D P O W D E R W O O D K IT C H E N W O O D D IN IN G R O O M W O O D L IV IN G R O O M W O O D 3-0 X 8-0 DR. W/ (2) 18"SIDELITES305 288 287 297 95 6 4 9 3 8 G F 8 R E FD WFLOATING SHELVESW D 288288 290 3-0 x 8-02-6 x 8-0 2-8 x 8-0 290 A 10 16" FLOOR JOIST@ 16" O.C.16" FLOOR JOIST@ 16" O.C.D N 1 6 R FU LL G L A S S 9 1/2" M IC R O LA M H E A D E R -V E R IFY P L Y 9 1/2" M IC R O L A M H E A D E R -V E R IF Y P L Y 9' H . H E A D E R -IN T E G R A L H E A D E R /R IM -T O P C H O R D B E A R IN G TR U S S E S U P 1 7 R 9 2 1/4"16' - 1 3/4"12' - 0"7' - 3"8' - 10 3/4"6' - 0"6' - 0"8' - 5 3/4"9' - 0 1/4"6' - 7 3/4"17' - 1 3/4"6' - 8 1/2" 9' - 0" 3' - 7"8' - 3"2' - 0"4' - 0"303 303 4' - 0"4' - 0"28' - 8"5' - 10"3' - 0"3' - 7 1/2"15' - 6 1/2"3' - 11"3' - 0"3' - 11"H 9 1 5' - 1 1/4"2' - 7 1/2" 288 288 2-6 x 8-06 3/4"4' - 11"6 3/4" 1 10 1 8' H . S O FFIT @ N IC H E 2' - 1" 2' - 0 1/4" 2' - 1"2' - 0"1' - 0"SW3 SW2 SW6 SW5 SW7 PROVIDE (4) 2X6 AT EACH END OF SHEAR WALL PROVIDE (3) 2X6 AT EACH END OF SHEAR WALL SW4 SW4 W14x26 (3)9-1/2" LSL B E D R O O M #3 W O O D B E D R O O M #2 W O O D C L O S E T W O O D B ATH #2 TILE C L O S E T W O O D M A S T E R B AT H TILE M A S T E R B E D R O O M W O O D R E A D IN G N O O K W O O D 9 12 9 102-6 x 6-82-6 x 6-82-6 x 6-82-6 x 6-8 2-6 x 6-8 2-4 x 6-82-0 X 6-8 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLD2-4 x 6-82-6 x 6-8 PKT305 247 247 305 304 291 284 288288 292292 287 288288 A 10 B 10 C 10 LIN E N 48' - 0" 4' - 0"16' - 0 1/2"8' - 8"3' - 4"5' - 1"3' - 4"7' - 6 1/2"28' - 0"5' - 0"17' - 0"6' - 0"48' - 0" 26' - 10"17' - 4"3' - 10" 4' - 0"21' - 0"1' - 10"10' - 0 3/4"7' - 3 1/4"12' - 0"16' - 1 3/4"28' - 1 3/4"2' - 9"3' - 0"3' - 0"7' - 4 3/4"6' - 0"6' - 0"@ 24" O.C.TRUSSES5' - 7 1/2"5' - 1" 1' - 2 1/2" 4' - 2"13' - 3"6' - 9 1/2" 11' - 10 1/2"2' - 5 1/2"8' - 8"6' - 6"14' - 8" 2' - 10"2' - 8"3' - 2"6' - 6"7' - 6"3' - 6"7' - 9"2' - 4"6' - 11"14' - 10 3/4"4' - 11 1/2"3' - 6"4' - 9 1/2"7' - 6"3' - 10"3' - 5"4' - 0"6' - 3"3' - 0"11 303 5' - 0"2' - 6"4' - 10"6"5' - 4"6' - 6" FL A T R O O F A T M A IN LE V E L P L A TE TU B FA U C E T -W A LL M O U N TE D 1' - 5"11' - 11 1/2"8 1/4" 1 101' - 5"9 9 8 7 (2) 9-1 /2 " L S L C O N T.(2) 2 x10(2) 9-1/2" LS L (2) 2x10(2) 2x10(2) 9-1/2" LS L (2) 2 x10 (3) 1 4" LV L (2) 9-1/2" LSL(2) 2x10P R O V ID E B L O C K IN G FO R FLO A TIN G V A N ITY 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNU P P E R LE V E L F LO O R P LA N 4 1/4" = 1'-0" U P P E R L E V E L F L O O R P L AN Window Schedule Plan Type Mark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). TEMPER Glass within 36" of stair tread B E D R O O M #3 W O O D B E D R O O M #2 W O O D C L O S E T W O O D B ATH #2 TILE C L O S E T W O O D M A S T E R B AT H TILE M A S T E R B E D R O O M W O O D R E A D IN G N O O K W O O D 9 12 9 102-6 x 6-82-6 x 6-82-6 x 6-82-6 x 6-8 2-6 x 6-8 2-4 x 6-82-0 X 6-8 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLD2-4 x 6-82-6 x 6-8 PKT305 47 47 305 304 291 284 288288 292292 287 288288 LIN E N @ 24" O.C.TRUSSES5' - 7 1/2"5' - 1" 1' - 2 1/2" 4' - 2"13' - 3"6' - 9 1/2" 11' - 10 1/2"2' - 5 1/2"8' - 8"6' - 6"14' - 8" 2' - 10"2' - 8"3' - 2"6' - 6"7' - 6"3' - 6"7' - 9"2' - 4"6' - 11"14' - 10 3/4"4' - 11 1/2"3' - 6"4' - 9 1/2"7' - 6"3' - 10"3' - 5"4' - 0"6' - 3"3' - 0"11 303 5' - 0"2' - 6"4' - 10"6"5' - 4"6' - 6" TU B FA U C E T -W A LL M O U N TE D 1 1/2" MULL1' - 5"11' - 11 1/2"8 1/4"1' - 5"9 9 8 7 SW1 SW1 SW2 SW2 SW2 SW2 SW5 SHEAR WALL SCHEDULE TYPE SHEATHING EDGE FASTENERS SILL CONNECTION HOLD-DOWN SW1 1 LAYER 19/32" OSB, UNBLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. DTT1Z SW2 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. HDU2-SDS2.5 SW3 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU2-SDS2.5 SW4 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU8-SDS2.5 SW5 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 3" O.C. HDU4-SDS2.5 SW6 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU4-SDS2.5 SW7 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 1.5" O.C. (2)HDU11-SDS2.5 SW8 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 36" O.C. (2)HDU5-SDS2.5 NOTES: 1. SHEATHING TO BE CONTINUOUS FOR LENGTH OF SHEAR WALL. 2. PROVIDE (2) 2X STUDS AT EACH END OF SHEAR WALL U.N.O. SEE SCHEDULE FOR HOLD-DOWN TYPES. HOLD-DOWNS ARE MANUFACTURED BY SIMPSON STRONG-TIE. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. USE ANCHOR BOLT TYPE AND EMBEDMENT RECOMMENDED BY MANUFACTURER. 3. PROVIDE 16d NAILS @ 6" OC BETWEEN STUDS AT LOCATIONS WHERE WALL STUD SIZE CHANGES. 4. INTERMEDIATE FASTENER SPACING IS 12" OC U.N.O. 5. WHERE SHEAR WALLS BEAR ON JOISTS OR LVLS, MEMBERS MUST BE DESIGNED FOR UPWARD AND DOWNWARD LOADS AT HOLD-DOWN LOCATIONS. 6. FOLLOW ALL REQUIREMENTS OF THE 2015 MINNESOTA RESIDENTIAL CODE. A 10 B 10 C 10 4:12 4:124:124:12 4:12 4:123' - 0"3' - 0"2' - 10"3' - 0"3' - 0"3' - 0"3' - 0"FL A T R O O F W / D E C K FL A T R O O F -N O D E C K 1 10 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNR O O F P LA N 5 1/4" = 1'-0" R O O F P L AN M A IN LE V E L M A IN P LA TE T.O . FD N . U P P E R L E V E L U P P E R P LA T E 299 286 305 304 287 284 295 296 4 12 4 12 6' - 8" HD. HGT.9' - 0" HD. HGT.IN LIVING ROOM9' - 0" HD. HGT.290 303 303 6' - 8" HD. HGT.3' - 5"3' - 0" 305 S T A N D IN G S E A M M E TA L R O O F 12 " A LU M IN U M FA S C IA W / S ID E R S E D G E 1x 2 LP T R IM S T U C C O P A N E LS C E D A R S ID IN G W / 6" E X P O S U R E -M ITE R E D C O R N E R S W / S H IP LA P R E V E A L A L U M IN U M S O F FIT A N D FA S C IA 8' - 1 1/8"9' - 1 1/8"C E D A R S ID IN G W / 6" E X P O S U R E -M ITE R E D C O R N E R S W / S H IP LA P R E V E A L LP P A N E L W IT H C E D A R TE X TU R E A N D N O G R O O V E S 1x 3 LP T R IM -N O W IN D O W N O TR IM A T E X T E R IO R D O O R S O R W IN D O W S R A ILIN G A T D E C K A L U M IN U M V E N TE D S O FFIT 12 " A LU M IN U M FA S C IA W / S ID E R S E D G E 1' - 4 1/2" M A IN LE V E L M A IN P LA TE U P P E R L E V E L U P P E R P LA T E 287 291 284 297 4 12 4 12 6' - 8" HD. HGT.IN LIVING ROOM9' - 0" HD. HGT.S T A N D IN G S E A M M E TA L R O O F A L U M IN U M S O FFIT A N D FA S C IA C E D A R S ID IN G W / 6" E X P O S U R E -M ITE R E D C O R N E R S W / S H IP L A P R E V E A L A L U M IN U M S O FF IT A N D FA S C IA C E D A R S ID IN G W / 6" E X P O S U R E -M ITE R E D C O R N E R S W / S H IP LA P R E V E A L A L U M IN U M S O FFIT A N D FA S C IA 1x 3 LP TR IM -N O W IN D O W S T U C C O P A N E LS LP P A N E L W IT H C E D A R TE X TU R E A N D N O G R O O V E S 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNE X T E R IO R E LE V A T IO N S 6 1/4" = 1'-0" F R O N T E L E V AT IO N 1/4" = 1'-0" R IG H T E L E V AT IO N Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" M A IN LE V E L M A IN P LA TE U P P E R L E V E L U P P E R P LA T E 305 305 288 288 292 292 288 288 288 288 4 12 4 12 6' - 8" HD. HGT.8' - 0" HD. HGT.9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"303 303 303 S T A N D IN G S E A M M E TA L R O O F A L U M IN U M S O FFIT A N D FA S C IA 1x 2 LP T R IM S T U C C O P A N E LS A L U M IN U M S O FF IT A N D FA S C IA C E D A R S ID IN G W / 6" E X P O S U R E -M ITE R E D C O R N E R S W / S H IP LA P R E V E A L A L U M IN U M S O F FIT A N D FA S C IA N O TR IM A T E X T E R IO R D O O R S O R W IN D O W S R A ILIN G A T D E C K LP L A P S ID IN G W / 4" R E V E A L - IN D IV ID U A L M E T A L C O R N E R S S T U C C O P A N E LS M A IN LE V E L M A IN P LA TE U P P E R L E V E L U P P E R P LA T E 288 247 247 290290 4 12 4 12 6' - 8" HD. HGT.8' - 0" HD. HGT.9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"288 288 9' - 0" HD. HGT.S T A N D IN G S E A M M E TA L R O O F A L U M IN U M S O FF IT A N D FA S C IA 1x 2 TR IM S T U C C O P A N E LS A L U M IN U M S O FFIT A N D FA S C IA A L U M IN U M S O F FIT A N D FA S C IA R A ILIN G A T D E C K LP L A P S ID IN G W / 4" R E V E A L - IN D IV ID U A L M E T A L C O R N E R S 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNE X T E R IO R E LE V A T IO N S 7 1/4" = 1'-0" R E AR E L E V AT IO N 1/4" = 1'-0" L E F T E L E V AT IO N Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" 36"38"30"4"36"72"24"7 1/4"58 1/2"12"3' - 0"36"25"36"33" 16 1/2"29 1/2"24"16 1/2"29 1/2"36"42"33"33"45 1/2"72"23 1/2"18"51"18"24"24"24" 39"36"9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNIN T E R IO R E LE V A T IO N S 8 1/2" = 1'-0"8 B L O W E R L E V E L B AT H B 1/2" = 1'-0"8 F L AU N D R Y A 1/2" = 1'-0"8 G L AU N D R Y B 1/2" = 1'-0"8 C B AR E L EV AT IO N 1/2" = 1'-0"8 E M U D R O O M E LE V AT IO N B 1/2" = 1'-0"8 D M U D R O O M E L EV AT IO N A 1/2" = 1'-0"8 A L O W E R L E V E L B A T H A 1/2" = 1'-0"8 H P O W D E R E L E V AT IO N 1/2" = 1'-0"8 1 P O W D E R B AT H AC C E N T W A L L 6' - 0"1' - 0" SOFFIT3"54"3"30"3 1/2" D . R E C E S S E D TV N IC H E 1' - 0"2' - 4"27"33"33"36"24"18"24"36"18"15"45"36"18"51"78"27"24"12"36"36"36"12"24"51"18"36"15"20"28 1/2"31 1/2"1 1/2"12"24"51"18"36"3' - 0"27 1/2"26"27 1/2"36"72"30"35 1/4"36"9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNIN T E R IO R E LE V A T IO N S 9 1/2" = 1'-0"9 1 B U IL T IN N O O K E L E V AT IO N 1/2" = 1'-0"9 2 F IR E P L A C E E L E V AT IO N 1/2" = 1'-0"9 3 IS LA N D E L E V AT IO N 1/2" = 1'-0"9 4 K IT C H E N E L E V AT IO N A 1/2" = 1'-0"9 5 K IT C H E N E L E V AT IO N B 1/2" = 1'-0"9 6 K IT C H EN EL E V AT IO N C 1/2" = 1'-0"9 7 O W N E R S SU IT E 1 1/2" = 1'-0"9 8 O W N E R S SU IT E 2 1/2" = 1'-0"9 9 O W N E R S SU IT E 3 1/2" = 1'-0"9 10 O W N E R S SU IT E 4 1/2" = 1'-0"9 11 U P P E R L E V E L B A T H A 1/2" = 1'-0"9 12 U P P E R L E V E L B AT H B 1' - 0"8' - 9 1/2"9' - 0"9' - 1 1/2"9' - 1 1/8"8' - 1 1/8"M E C H . R O O M F A M IL Y R O O MG AR AG E O F F IC E L A U N D R Y L IV IN G R O O M B ATH #2C L O S E TB E D R O O M #3 P O W D E R 11 C 11 D 11 B 8" TR U S S E S @ 2 4" O .C . (D E S IG N E D B Y M FR .) 16 " F LO O R TR U S S E S 16 " F LO O R TR U S S E S 3/4" T & G FL O O R 3/4" T & G FL O O R 2" R IG ID IN S U LA T IO N C O N C . F TG . C O N C . F TG .C O N C . F TG . 4" C O N C . F LO O RHEEL HT.8"3' - 0" O.H.9' - 9 1/2"16 " F LO O R TR U S S E S 1 6" O .C . 16 " F LO O R TR U S S E S 1 6" O .C . 4 12 4 12 B E D R O O M #3 B E D R O O M #2 O F F IC E K IT C H E N G AR AG E 11 E 11 F 11 H 0:12 TR U S S E S @ 2 4" O .C . (D E S IG N E D B Y M FR .) 2" R IG ID IN S U LA T IO N C O N C . F TG . 4" C O N C . F LO O R C O N C . F TG .8' - 1 1/8"9' - 1 1/8"3' - 0" O.H.8" HEEL HT.S TE E L B E A M -V E R IF Y S IZE 9' - 9 1/2"--- -1' - 0"R E A D IN G N O O K M A S T E R B E D R O O M L IV IN G R O O M F A M IL Y R O O M G U E S T / C R AF T R O O M 8" CANT.11 G 11 A 8' - 7 1/2"8' - 9 1/2"S T E E L B E A M -V E R IFY S IZE --- - 0:12 B E D R O O M #2 M A S T E R B AT H M A S T E R B E D R O O M L IV IN G R O O MD IN IN G R O O MK IT C H E N G AR AG E M U D R O O M F A M IL Y R O O M 2" CANT.9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNB U ILD IN G S E C T IO N S 10 1/4" = 1'-0"10 A S ectio n 1 1/4" = 1'-0"10 B S ectio n 2 1/4" = 1'-0"10 C S ectio n 3 1/4" = 1'-0"10 1 S ectio n 4 1' - 0"3' - 4"4"8" S L O P E S U B FLO O R C LO S E D C E LL S P R A Y FO A M IN S U LA TIO N A T R IM C LO S E D C E LL S ILL S E A LE R B E T W E E N P LA TE A N D C O N C . FO U N D A TIO N FLO O R TR U S S E S O R O TH E R FR A M IN G P E R T R U S S D E S IG N S E T FR A M E W A L L FLU S H W ITH FO U N D A TIO N W A LL C O N C R E TE P O R C H S L A B -S L O P E TO E X T E R IO R 2" LE D G E FO R S LA B E X T E R IO R FO U N D A TIO N D R A IN IN G IN S U L A TIO N P O U R E D C O N C . F O U N D A TIO N W A LL 2" R IG ID IN S U L A TIO N 4 12 8" HEEL HT.TY P IC A L E X TE R IO R W A LL S Y S TE M S E T FR A M E W A L L FLU S H W ITH FO U N D A TIO N W A L L 2" R IG ID IN S U L A TIO N W ITH P R E FIN IS H E D M E TA L P R O TE C TIV E S H E A TH IN G E X T E N D 6" M IN . B E LO W FIN IS H G R A D E FIN IS H E D G R A D E P O U R E D C O N C R E T E FO U N D A TIO N W A LL V A P O R B A R R IE R O V E R 4" G R A N U LA R B A S E M A T E R IA L 4" P O U R E D C O N C R E T E S LA B C O N TIN U O U S S E A LA N T B E T W E E N S L A B A N D W A L L C LO S E D C E LL S IL L S E A LE R B E TW E E N P LA T E A N D C O N C F O U N D A TIO N C O N T. M E T A L FL A S H IN G U P W A LL B E H IN D A IR B A R R IE R A N D O V E R IN S U LA T IO N TO P C H O R D B E A R IN G TR U S S W IN D O W S E T A T 9' H E A D E R H T. 16 " F LO O R T R U S S E S (2) 9-1/2" LS L7 5/8"9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNC O N S T R U C T IO N D E T A ILS 11 1" = 1'-0"11 C F L AT R O O F /D E C K D E T A IL 1" = 1'-0"11 D F O U N D AT IO N @ G A R AG E /H O U S E 1" = 1'-0"11 B P O R C H D E T A IL 1" = 1'-0"11 E R IM @ F N D . D E T A IL 1" = 1'-0"11 F E AVE D E T A IL 1" = 1'-0"11 G S P R AY F O A M @ C A N T IL E V E R 1" = 1'-0"11 A W AL K O U T F N D . D E T A IL 1" = 1'-0"11 H IN T E G R AT E D H E AD E R /R IM 3 G F I W PUP GFIGFIGFIWPGFIGFIG F I W H 33 3U.C.Refr.FD 33 GFIGFIRangetopO v en M W av eWPG F I GFIGFIG F I G F IG F IGFI G F I GFIWP3 33 3 3333 GFIG F I 33 3 33 E L E C T R IC A L S Y M B O L K E Y LIG H T FIX TU R E -C E ILIN G M O U N TE D LIG H T F IX TU R E -W A L L M O U N TE D LIG H T FIX TU R E -R E C E S S E D C A N E X H A U S T FA N S M O K E /C O 2 D E TE C TO R LIG H T S W ITC H -S IN G LE LIG H T S W ITC H -3-W A Y C E ILIN G FA N S D U P LE X R E C E P TA C L E (O U TLE T) D U P LE X R E C E P TA C LE -G R O U N D FA U LT IN TE R R U P TE R D U P LE X R E C E P TA C LE -W A T E R P R O O F D U P LE X R E C E P TA C LE -2 20V D U P LE X R E C E P TA C LE -F LO O R M O U N TE D D U P LE X R E C E P TA C LE -G A R A G E D O O R O P E N E RG D O D U P LE X R E C E P TA C L E (O U TLE T) E L E C T R IC AL N O T E S :-T H E S E E LE C TR IC A L P LA N S ILLU S TR A TE S U G G E S TE D LIG H T FIX T U R E L A Y O U T S IN A D IA G R A M M A TIC M A N N E R . C A R B O N M O N O X ID E D E T E C TO R S A N D O TH E R C O D E R E Q U IR E D E L E C T R IC A L ITE M S A R E N O T IN D IC A TE D O N TH E S E P L A N S . E L E C T R IC A L C O N TR A C TO R S H A L L W O R K W ITH O W N E R TO D E V E LO P A D E TA ILE D C O D E-C O M P L Y IN G E L E C T R IC A L P LA N . -M IN IM U M R E C E P TA C LE LO C A TIO N S A R E IN D IC A TE D O N TH E S E P LA N S . E L E C T R IC A L C O N TR A C TO R T O P R O V ID E A D D ITIO N A L R E C E P TA C LE LO C A TIO N S A S R E Q U IR E D T O M E E T C O D E . -V E R IFY LO C A TIO N S O F O U TLE TS M O U N TE D IN E X T E R IO R C E ILIN G S A N D O V E R H A N G S F O R H O LID A Y L IG H TS W / O W N E R . -V E R IFY LO C A TIO N S O F FL O O R O U TL E TS , D IM M E R S , A N D E X TE R IO R FLO O D LIG H T S W / O W N E R . -V E R IFY TV P LA C E M E N T LO C A T IO N S FO R E L E C T R IC A L O U T LE T S W / O W N E R . -P R O V ID E U N D E R-C A B IN E T LIG H T S A N D S W IT C H E S IN K IT C H E N P E R O W N E R . -R E V IE W A L L E LE C TR IC A L F IX TU R E LO C A TIO N S A N D E L E C TR IC A L S Y S T E M S D E S IG N W / O W N E R . G AR AG E B AT H M U D R O O M G U E S T / C R AF T R O O M F A M IL Y R O O M M E C H . R O O M G D O S D IM M E R D IM M E R L IG H T S @ S T A IR R IS E R S LIN E O F R O O F A B O V E S W ITC H W / C A N S A B O V E SU M P O F F IC E L A U N D R Y P O W D E R K IT C H E N D IN IN G R O O M L IV IN G R O O M R E F D W W D U .C . L IG H T U .C . L IG H T TH E R M O S TA T & D O O R B E LL LO C A TIO NS TO L IG H T & S W IT C H A B V . D IM M E R D IM M E R D IM M E R D IM M E R D IM M E R D E D IC A TE D O U TLE T S W IT C H FO R U P P E R L E V E L S O FFIT C A N S S W ITC H W ITH G A R A G E C A N L IG H TS S W ITC H F O R TR E A D LIG H TS IN TO B A S E M E N T LO C A TE D O U T LE T IN T V N IC H E LIN E O F R O O F A B O V E B E D R O O M #3 B E D R O O M #2 C L O S E T B ATH #2 C L O S E T M A S T E R B AT H M A S T E R B E D R O O M R E A D IN G N O O K LIN E N S S S S S FA N /L IG H T D IM M E R S W IT C H S O FFIT C A N S @ FR O N T D O O R A N D M A S TE R B E D R O O M S W IT C H FO R U P P E R LE V E L S O FFIT C A N S LIN E O F R O O F A B O V E 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/15/201910:29 AM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNE LE C T R IC A L P LA N 12 1/4" = 1'-0" F O U N D AT IO N E L E C T R IC AL P L AN 1/4" = 1'-0" M AIN L E V EL E L E C T R IC AL P L AN 1/4" = 1'-0" U P P E R L EV EL E L EC T R IC AL P L AN Smoke CO Smoke CO Smoke CO W10x45, W12x35, OR W14x30W14x82W14x82 R=15kR=15k1'-4"3'-0"3"6"MIN.#4 HORIZ. BARS @ 24" O.C.8" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.8" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"9'-0"±SLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.2" TO VERT. BARS & HOOKSSLOPE GRADE AWAYFROM FOUNDATIONLINE OFGRANULARBACKFILLREQUIREMENTS12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAPFRAME WALL ABOVE WALL SECTION 2S1 RETAINING WALL TYPEFOUNDATION WALLAT STAIRWAY2x10 LEDGER FASTENEDw/ LEDGERLOKS @ 16"O.C. STAGGERED2x10 JOISTS @ 16" O.C.PROVIDE SOLID WOODBLOCKING FASTENEDTO STEEL BEAM PERTHE FRAMING NOTESPROVIDE WOOD TOPPLATE FASTENED TOSTEEL BEAM PER THEFRAMING NOTESFASTEN WALL BOTTOM PLATETO STEEL BEAM TOP PLATEw/ (3) 16d NAILS @ 16" O.C.THROUGH FLOOR SHEATHINGS1FRAMING DETAILTYPICAL CONNECTIONSALONG DECK3514" x 7"PSL POST514" x 514"PSL POSTBEAR STEEL BEAM 5" MIN. ONTREATED SYP. PLATE/SHIMSAME WIDTH AS BEAMBEAR STEEL BEAM 5" MIN. ONTREATED SYP. PLATE/SHIMSAME WIDTH AS BEAMF1F1F2F2PROVIDE BLOCKING IN FLOORSYSTEM SIM. TO AS SHOWN ONS13 OF THE HANSON GROUPCONCRETE FOUNDATIONGUIDELINE DRAWINGS @ 36" O.C.COPYRIGHT HANSON GROUP, LLC 2019©March 5, 2019Project Number:Date:9.104S11Sheets: of1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack3-5-1946673Date:5CPJ4GUKFGPEG16849 Judicial RoadLakeville, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NorthSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQO241,'%65%12'DESIGN OF THE CAST-IN-PLACE CONCRETE FOUNDATION WALL ALONG A STAIRWAY, THREE STEEL BEAMS OVER THEGARAGE, AND THE SUPPORT REQUIREMENTS OF THESE BEAMS INCLUDING CONCRETE PAD FOOTINGS FOR A PROPOSEDRESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE,AND THE REQUIREMENTS OF THE CODE.)'0'4#.016'51.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS LAST DATED 2-21-19 FOR MOREINFORMATION.2.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSONGROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION ANDMATERIAL ACQUISITION.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK.NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.(170&#6+10016'51.ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS AND METHODS OF CONSTRUCTIONARE NOT INCLUDED UNDER THE SCOPE OF THIS DOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING,EXCAVATION, OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS BY OTHERS.2.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BEIN ACCORDANCE WITH THE CODE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. WALL RELIES ON THESLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE IN PLACE PRIOR TO BACKFILLING, OR ADEQUATETEMPORARY LATERAL BRACING IS TO BE INSTALLED.5.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END.(4#/+0)016'51.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS,AND POST BASES.2.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.3.STEEL COLUMN TOP AND BOTTOM PLATES (R = 25 KIPS) ARE BY THE MANUFACTURER. STEEL SHEAR CLIPCONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER.4.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACHSIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOPFLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND ATENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEENFLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.5.PROVIDE 14" FULL DEPTH STIFFENERS AT THE ENDS OF ALL STEEL BEAMS.6.ALL OTHER FASTENERS TO BE IN ACCORDANCE w/ CODE TABLE R602.3(1).7.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN STEELBEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR DIRECTLY ONCONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE./#6'4+#.5CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETECONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SAND-CLAY (GROUP II) ASSUMEDÄ+(24'&1/+0#6'.;%.#;51+.5#4'(170&$#%-(+..Y5#0&(7..*'+)*6geq = 45 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I) TO BE USED WHERE NOTED:geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERSTRUCTURAL STEEL:PLATES/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI) .1#&5ROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:20 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSF LOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S1REFERENCE PLANSTEEL BEAM - SEE PLANCONSTRUCT FOUNDATIONWALL AS SHOWN IN 2/S1ALONGINDICATED PORTIONS13#/'-%WUVQO$WKNFGTU9340 James Avenue SBloomington, MN 55431CONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF13'-0" x 3'-0" x 1'-0"#5 BARS @ 12" O.C.F23'-6" x 3'-6" x 1'-0"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/8/2019 2:05PM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNC O V E R S H E E T 1 SHEET INDEX 1 COVER SHEET 2 FOUNDATION PLAN 3 MAIN LEVEL FLOOR PLAN 4 UPPER LEVEL FLOOR PLAN 5 ROOF PLAN 6 EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATIONS 8 INTERIOR ELEVATIONS 9 INTERIOR ELEVATIONS 10 BUILDING SECTIONS 11 CONSTRUCTION DETAILS 12 ELECTRICAL PLAN 13 Unnamed S A N H R E S ID E N C E 16849 Judicial R oad Lakeville, M N CONDITIONED SPACE BASEMENT 667 SF MAIN LEVEL 1288 SF UPPER LEVEL 1286 SF BASEMENT MECHANICAL ROOM - UNFINISHED 70 SF Grand total 3311 SF UNCONDITIONED SPACE GARAGE 659 SF MAIN LEVEL DECK 191 SF Grand total 850 SF S Q U A R E FO O T A G E 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 of Minnesota. Signature: _________________________ Date: 01/28/2019 License #: 47126 (SCOPE LIMITED TO WOOD SHEAR WALLS. ALL OTHER COMPONENTS DESIGNED BY OTHERS) UP W H U.C.Refr.FD G AR AG E C O N C . B AT H TILE M U D R O O M C O N C . G U E S T / C R AF T R O O M C O N C . F A M IL Y R O O M C O N C . M E C H . R O O M C O N C . 2-8 x 6-8 2-6 x 6-8 2-6 x 6-8 2-8 x 6-82-8 x 6-816-0 X 8-0 O .H .3-0 x 6-8 C.O.B E A M P O C K E T 8 B A 10 B 10 C 10 8 C WALK UP BAR8 D E W A LL L IN E A B O V E B E A R IN G W A LL A B O V E 8" R E IN F O R C E D P O U R E D C O N C R E TE W A LL (V E R IFY S T R U C TU R E A N D TH IC K N E S S R E Q U IR E D ) S T E E L B E A M -V E R IFY S IZESLOPE CONC.16" FLOOR JOIST@ 16" O.C.2x 10 C LG . JO IS T 16 " O .C .16" FLOOR JOIST@ 16" O.C.16" FLOOR JOIST@ 16" O.C.2x 6 B E A R IN G W A LL 2x 6 B E A R IN G W A LL LV L B E A MV E R IF Y S IZE W / S U P P LIE R 3' - 3 1/2"16' - 0"4' - 2 1/2"1' - 8 1/2"9' - 7"3' - 8 1/2"4' - 10"6' - 8"30' - 0"BEYOND2" INSULATION12' - 0"16' - 0"2' - 0"30' - 0"23' - 6"9' - 4 1/2" 9' - 4 1/2"13' - 8"2' - 7 1/2"8"8' - 2"5' - 4 1/2"13' - 9 1/2"9' - 7"13' - 2 1/2"4' - 6 1/2"U P 1 6 R 3' - 0"5' - 0"303 303290 A FIB E R G LA S S B A S E , FU LL TILE W A LL S @ S H O W E R 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLDFL O O R D R A IN SU M P 23' - 6"30' - 6" 23' - 6"26' - 6"4' - 0" 54' - 0" 54' - 0" 1 10 LV L B E A MV E R IF Y S IZE W / S U P P LIE R 2x10 CLG. JOIST16" O.C.9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/8/2019 2:05PM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNF O U N D A T IO N P LA N 2 1/4" = 1'-0" F O U N D AT IO N P L AN Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" SW4 SW8 PROVIDE (3) 2X6 AT EACH END OF SHEAR WALL PROVIDE (4) 2X6 AT EACH END OF SHEAR WALL SEE SHEET 3 FOR SHEAR WALL SCHEDULE RangetopO v en M W av e O F F IC E W O O D L A U N D R Y W O O D P O W D E R W O O D K IT C H E N W O O D D IN IN G R O O M W O O D L IV IN G R O O M W O O D 3-0 X 8-0 DR. W/ (2) 18"SIDELITES305 288 299 286 287 284 295 296 297 288288 95 6 4 9 3 8 G F 8 R E FD WFLOATING SHELVESW D 288288 290 3-0 x 8-02-6 x 8-0 2-8 x 8-0 290 A 10 B 10 C 10 16" FLOOR JOIST@ 16" O.C.16" FLOOR JOIST@ 16" O.C.D N 1 6 R FU LL G L A S S 9 1/2" M IC R O LA M H E A D E R -V E R IFY P L Y 9 1/2" M IC R O L A M H E A D E R - V E R IF Y P L Y 9' H . H E A D E R -IN T E G R A L H E A D E R /R IM -T O P C H O R D B E A R IN G TR U S S E S 2x 8 FR A M IN G W / 2" O V E R H A N G T Y P . 2x 8 FR A M IN G W / 2 " O V E R H A N G TY P . U P 1 7 R 9 2 48' - 0" 4' - 0"8' - 9"8' - 0"7' - 11 1/2"11' - 9"7' - 6 1/2"6 1/4"16' - 1 3/4"12' - 0"7' - 3"8' - 10 3/4"6' - 0"6' - 0"26' - 10"4' - 7 1/4"4' - 11"7' - 9 3/4"3' - 10" 7' - 6"12' - 1 3/16"7' - 2 13/16"2' - 6 3/4"2' - 0 1/2"3' - 6 1/2"4' - 3 1/4" LIN E O F G A R A G E W A LL28' - 0"8"3' - 0"10' - 0"4' - 6"4' - 4 1/2"1' - 8 1/2"1' - 8 1/2"2' - 8 1/2"8' - 5 3/4"9' - 0 1/4"6' - 7 3/4"17' - 1 3/4"6' - 8 1/2" 9' - 0" 3' - 7"8' - 3"2' - 0"4' - 0"303 303 4' - 0"4' - 0"28' - 8"5' - 10"3' - 0"3' - 7 1/2"15' - 6 1/2"3' - 11"3' - 0"3' - 11"1 3/4"3' - 0"23' - 7"3' - 5" R A ILIN G H 9 1 5' - 1 1/4"2' - 7 1/2" 288 288 305 2-6 x 8-09' H . H E A D E R -IN T E G R A L H E A D E R /R IM - TO P C H O R D B E A R IN G T R U S S E S 48' - 0" 6 3/4"4' - 11"6 3/4"28' - 8"1 10 1 8' H . S O FFIT @ N IC H E 2' - 1" 2' - 0 1/4" 2' - 1"2' - 0"1' - 0"9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/8/2019 2:05PM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNM A IN LE V E L F LO O R P LA N 3 1/4" = 1'-0" M AIN L E V E L F L O O R P L AN Window Schedule Plan TypeMark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" SHEAR WALL SCHEDULE TYPE SHEATHING EDGE FASTENERS SILL CONNECTION HOLD-DOWN SW1 1 LAYER 19/32" OSB, UNBLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. DTT1Z SW2 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 16D COMMON NAILS @ 12" O.C. HDU2-SDS2.5 SW3 1 LAYER 19/32" OSB, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU2-SDS2.5 SW4 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU8-SDS2.5 SW5 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 3" O.C. HDU4-SDS2.5 SW6 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 48" O.C. HDU4-SDS2.5 SW7 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 2" O.C. 16D COMMON NAILS @ 1.5" O.C. (2)HDU11-SDS2.5 SW8 1 LAYER 19/32" OSB EA FACE, BLOCKED 10d COMMON NAILS @ 6" O.C. 1/2" DIAM ANCHORS @ 36" O.C. (2)HDU5-SDS2.5 NOTES: 1. SHEATHING TO BE CONTINUOUS FOR LENGTH OF SHEAR WALL. 2. PROVIDE (2) 2X STUDS AT EACH END OF SHEAR WALL U.N.O. SEE SCHEDULE FOR HOLD-DOWN TYPES. HOLD-DOWNS ARE MANUFACTURED BY SIMPSON STRONG-TIE. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. USE ANCHOR BOLT TYPE AND EMBEDMENT RECOMMENDED BY MANUFACTURER. 3. PROVIDE 16d NAILS @ 6" OC BETWEEN STUDS AT LOCATIONS WHERE WALL STUD SIZE CHANGES. 4. INTERMEDIATE FASTENER SPACING IS 12" OC U.N.O. 5. WHERE SHEAR WALLS BEAR ON JOISTS OR LVLS, MEMBERS MUST BE DESIGNED FOR UPWARD AND DOWNWARD LOADS AT HOLD-DOWN LOCATIONS. 6. FOLLOW ALL REQUIREMENTS OF THE 2015 MINNESOTA RESIDENTIAL CODE. SW3 SW2 SW6 SW5 SW7 PROVIDE (4) 2X6 AT EACH END OF SHEAR WALL PROVIDE (3) 2X6 AT EACH END OF SHEAR WALL SW4 SW4 B E D R O O M #3 W O O D B E D R O O M #2 W O O D C L O S E T W O O D B ATH #2 TILE C L O S E T W O O D M A S T E R B AT H TILE M A S T E R B E D R O O M W O O D R E A D IN G N O O K W O O D 9 12 9 102-6 x 6-82-6 x 6-82-6 x 6-82-6 x 6-8 2-6 x 6-8 2-4 x 6-82-0 X 6-8 4-0 X 6-8 BIFOLD4-0 X 6-8 BIFOLD2-4 x 6-82-6 x 6-8 PKT305 247 247 305 304 291 284 288288 292292 287 288288 A 10 B 10 C 10 LIN E N 48' - 0" 4' - 0"16' - 0 1/2"8' - 8"3' - 4"5' - 1"3' - 4"7' - 6 1/2"28' - 0"5' - 0"17' - 0"6' - 0"48' - 0" 26' - 10"17' - 4"3' - 10" 4' - 0"21' - 0"1' - 10"10' - 0 3/4"7' - 3 1/4"12' - 0"16' - 1 3/4"28' - 1 3/4"2' - 9"3' - 0"3' - 0"7' - 4 3/4"6' - 0"6' - 0"@ 24" O.C.TRUSSES5' - 7 1/2"5' - 1" 1' - 2 1/2" 4' - 2"13' - 3"6' - 9 1/2" 11' - 10 1/2"2' - 5 1/2"8' - 8"6' - 6"14' - 8" 2' - 10"2' - 8"3' - 2"6' - 6"7' - 6"3' - 6"7' - 9"2' - 4"6' - 11"14' - 10 3/4"4' - 11 1/2"3' - 6"4' - 9 1/2"7' - 6"3' - 10"3' - 5"4' - 0"6' - 3"3' - 0"11 303 5' - 0"2' - 6"4' - 10"6"5' - 4"6' - 6" FL A T R O O F A T M A IN LE V E L P L A TE TU B FA U C E T -W A LL M O U N TE D 1 1/2" MULL1' - 5"11' - 11 1/2"8 1/4" 1 101' - 5"9 9 8 7 9340 James Avenue South●Bloomington, MN 55431T: | (952) 888-1200●Email: info@amekinc.comD A T E D R A W IN G 20 18 A m ek Inc . A ll de sig ns a nd p lans co ntain ed in thes e d oc um e nts are the origin al work, ow ned a nd prop erty o f A M E K , In c. A ny reus e or re pro du ction o f th es e do cu m ents in p art or wh ole is s tric tly p roh ibited b y la w witho ut p rior written c on se nt from A M E K , Inc . A lthou gh e v ery e ffort h as b ee n m ad e in de sig ning a nd p re paring the se plan s an d c he ck ing the m for a cc urac y, the in stalle r, o wne r or c on trac tor m u st ch ec k a ll d etails an d dim e ns ions an d be res pon sib le for any c ha ng es o r ad jus tm e nts requ ire d d urin g ac tual c on stru ction . N o repres en ta tio n is m a de o r im plied for ac cu ra cy. c ●●P LA N S P R IN T E D O N 1 1" X 17" A R E A T H A L F S C A L E O F W H A T IS N O TE D 3/8/2019 2:05PM Sanh ResidenceS A E 16849 Judicial RoadLakeville, MNU P P E R LE V E L F LO O R P LA N 4 1/4" = 1'-0" U P P E R L E V E L F L O O R P L AN Window Schedule Plan Type Mark Count Model Width Height Comments 247 2 (2) 3-0 x 5-0 CSMT 35 1/2"59 1/2"1/2" MULLION 284 2 (2) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 286 1 3-0 X 6-0 CSMT 35 1/2"71 1/2" 287 2 (4) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 288 9 1-6 X 5-6 PICT 17 1/2"65 1/2" 290 3 2-6 X 5-0 CSMT 29 1/2"59 1/2" 291 1 (3) 3-0 X 6-0 CSMT 35 1/2"71 1/2"1/2" MULLION 292 2 5-0 X 1-6 PICT.59 1/2"17 1/2" 295 1 3-0 X 3-0 AWN 35 1/2"35 1/2" 296 1 (2) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 297 1 (4) 3-0 X 3-0 AWN 35 1/2"35 1/2"1/2" MULLION 299 1 6-0 x 5-0 PICT.71 1/2"59 1/2" 303 5 4-6 X 1-6 PICT.56 1/2"17 1/2" 304 1 2-0 x 6-0 CSMT 23 1/2"71 1/2" 305 4 5-6 x 1-6 PICT 65 1/2"17 1/2" SW1 SW1 SW2 SW2 SW2 SW2 SW5 SEE SHEET 3 FOR SHEAR WALL SCHEDULE 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 260 455 0 0 2 0 260 455 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1032 ft-lb 3'3"3946 ft-lb 0.261 (26%)D+S L 1032 ft-lb 3'3"3528 ft-lb 0.292 (29%)D+S L Shear 504 lb 11 1/2"2872 lb 0.176 (18%)D+S L LL Defl inch 0.016 (L/4592)3'3"0.204 (L/360)0.080 (8%)S L TL Defl inch 0.025 (L/2922)3'3"0.306 (L/240)0.080 (8%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"19%260 / 455 715 L D+S 2 -SPF End Grain 3.000"19%260 / 455 715 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 1 of 62 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 2 of 62 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 260 455 0 0 2 0 260 455 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1032 ft-lb 3'3"3946 ft-lb 0.261 (26%)D+S L 1032 ft-lb 3'3"3528 ft-lb 0.292 (29%)D+S L Shear 504 lb 11 1/2"2872 lb 0.176 (18%)D+S L LL Defl inch 0.016 (L/4592)3'3"0.204 (L/360)0.080 (8%)S L TL Defl inch 0.025 (L/2922)3'3"0.306 (L/240)0.080 (8%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"19%260 / 455 715 L D+S 2 -SPF End Grain 3.000"19%260 / 455 715 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 3 of 62 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 4 of 62 5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 3 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH3 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 993 1404 0 0 2 0 1341 2055 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5689 ft-lb 2'9"12245 ft-lb 0.465 (46%)D+S L Shear 2524 lb 4'11 3/4"10452 lb 0.241 (24%)D+S L LL Defl inch 0.058 (L/1160)2'10 13/16"0.186 (L/360)0.310 (31%)S L TL Defl inch 0.098 (L/684)2'10 9/16"0.279 (L/240)0.350 (35%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"26%993 / 1404 2397 L D+S 2 -SPF End Grain 3.000"37%1341 / 2055 3396 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.040", Long Term = 0.060" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 Part. Uniform 0-0-0 to 2-9-0 2-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Point 2-9-0 Top 1134 lb 0 lb 1470 lb 0 lb 0 lb Bearing Length 0-3-0 3 Part. Uniform 2-9-0 to 5-11-8 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 5 of 62 1 1/2"5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH3 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 6 of 62 5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 833 1458 0 0 2 0 833 1458 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2570 ft-lb 2'7 1/4"3946 ft-lb 0.651 (65%)D+S L 2570 ft-lb 2'7 1/4"3678 ft-lb 0.699 (70%)D+S L Shear 1448 lb 11 1/2"2872 lb 0.504 (50%)D+S L LL Defl inch 0.025 (L/2336)2'7 1/4"0.161 (L/360)0.150 (15%)S L TL Defl inch 0.039 (L/1487)2'7 1/4"0.242 (L/240)0.160 (16%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"60%833 / 1458 2292 L D+S 2 -SPF End Grain 3.000"60%833 / 1458 2292 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 7 of 62 1 1/2"5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 8 of 62 13'10" 1'8 1/2"5'2 1/2"5'2 1/2"1'8 1/2" 1 SPF End Grain2 SPF End Grain 3 SPF End Grain 4 SPF End Grain5 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH5 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 9 293 (-253)0 0 2 0 1347 2412 0 0 3 0 1852 3163 0 0 4 0 2184 3497 0 0 5 0 317 692 (-52)0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2240 ft-lb 6'11"12245 ft-lb 0.183 (18%)D+S _LL_ Pos Moment 1274 ft-lb 4'3 3/16"12245 ft-lb 0.104 (10%)D+S _L_L Shear 2006 lb 12'11"10452 lb 0.192 (19%)D+S L_LL LL Defl inch 0.018 (L/3481)4'3 3/8"0.174 (L/360)0.100 (10%)S _L_L TL Defl inch 0.027 (L/2293)4'3 1/16"0.260 (L/240)0.100 (10%)D+S _L_L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"5%-53 / 273 220 (-438) L_L_D+S 2 -SPF End Grain 3.000"44%1431 / 2599 4029 LL_L D+S 3 -SPF End Grain 3.000"53%1802 / 3098 4900 _LL_D+S 4 -SPF End Grain 3.000"65%2285 / 3705 5990 L_LL D+S 5 -SPF End Grain 1.500"19%243 / 652 895 _L_L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.009", Long Term = 0.014" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Tie-down connection required at bearing 1 for uplift 438 lb (Combination D+S, Load Case _L_L). 8 Top braced at bearings. 9 Bottom braced at bearings. 10 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 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Point 12-7-8 Top 1134 lb 0 lb 1470 lb 0 lb 0 lb Bearing Length 0-3-0 Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 9 of 62 1 1/2"13'10" 1'8 1/2"5'2 1/2"5'2 1/2"1'8 1/2" 1 SPF End Grain2 SPF End Grain 3 SPF End Grain 4 SPF End Grain5 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH5 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 10 of 62 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 260 455 0 0 2 0 260 455 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1032 ft-lb 3'3"3946 ft-lb 0.261 (26%)D+S L 1032 ft-lb 3'3"3528 ft-lb 0.292 (29%)D+S L Shear 504 lb 11 1/2"2872 lb 0.176 (18%)D+S L LL Defl inch 0.016 (L/4592)3'3"0.204 (L/360)0.080 (8%)S L TL Defl inch 0.025 (L/2922)3'3"0.306 (L/240)0.080 (8%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"19%260 / 455 715 L D+S 2 -SPF End Grain 3.000"19%260 / 455 715 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 11 of 62 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 12 of 62 12'9" 12'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH7 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 578 893 0 0 2 0 578 893 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 4238 ft-lb 6'4 1/2"12245 ft-lb 0.346 (35%)D+S L Shear 1216 lb 1'1 1/4"10452 lb 0.116 (12%)D+S L LL Defl inch 0.187 (L/777)6'4 1/2"0.404 (L/360)0.460 (46%)S L TL Defl inch 0.308 (L/472)6'4 1/2"0.606 (L/240)0.510 (51%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 4.500"11%578 / 893 1470 L D+S 2 -SPF End Grain 4.500"11%578 / 893 1470 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.121", Long Term = 0.182" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 13 of 62 1 1/2"12'9" 12'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH7 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 14 of 62 16' 16' 1 SPF End Grain 2 SPF End Grain 5 1/4" 1'2" 1 3 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH8 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:3 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: Yes Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 2866 4625 0 0 2 0 2815 4212 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 27949 ft-lb 8'3 3/4"48490 ft-lb 0.576 (58%)D+S L Shear 6817 lb 14'4 3/4"16060 lb 0.424 (42%)D+S L LL Defl inch 0.323 (L/563)8' 15/16"0.504 (L/360)0.640 (64%)S L TL Defl inch 0.527 (L/344)8'1 3/16"0.756 (L/240)0.700 (70%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 6.000"32%2866 / 4625 7491 L D+S 2 -SPF End Grain 6.000"30%2815 / 4212 7027 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.204", Long Term = 0.307" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously braced. 8 Bottom braced at bearings. 9 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 Part. Uniform 0-0-0 to 12-9-0 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Point 12-9-0 Top 1134 lb 0 lb 1470 lb 0 lb 0 lb Bearing Length 0-3-0 3 Part. Uniform 12-9-0 to 16-0-0 2-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 21 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 15 of 62 1 1/2"16' 16' 1 SPF End Grain 2 SPF End Grain 5 1/4" 1'2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH8 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 16 of 62 2'2 1/2" 2'2 1/2" 1 SPF End Grain2 SPF End Grain 3" 9 1/4" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 353 618 0 0 2 0 353 618 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 477 ft-lb 1'1 1/4"3946 ft-lb 0.121 (12%)D+S L 477 ft-lb 1'1 1/4"3875 ft-lb 0.123 (12%)D+S L Shear 238 lb 10"2872 lb 0.083 (8%)D+S L LL Defl inch 0.001 (L/29176) 1'1 5/16"0.069 (L/360)0.010 (1%)S L TL Defl inch 0.001 (L/18567)1'1 5/16"0.104 (L/240)0.010 (1%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"51%353 / 618 972 L D+S 2 -SPF End Grain 1.500"51%353 / 618 972 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 17 of 62 1 1/2"2'2 1/2" 2'2 1/2" 1 SPF End Grain2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 18 of 62 5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 3 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH10 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 993 1404 0 0 2 0 1341 2055 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5689 ft-lb 2'9"12245 ft-lb 0.465 (46%)D+S L Shear 2524 lb 4'11 3/4"10452 lb 0.241 (24%)D+S L LL Defl inch 0.058 (L/1160)2'10 13/16"0.186 (L/360)0.310 (31%)S L TL Defl inch 0.098 (L/684)2'10 9/16"0.279 (L/240)0.350 (35%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"26%993 / 1404 2397 L D+S 2 -SPF End Grain 3.000"37%1341 / 2055 3396 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.040", Long Term = 0.060" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 Part. Uniform 0-0-0 to 2-9-0 2-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Point 2-9-0 Top 1134 lb 0 lb 1470 lb 0 lb 0 lb Bearing Length 0-3-0 3 Part. Uniform 2-9-0 to 5-11-8 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 19 of 62 1 1/2"5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH10 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 20 of 62 2'8 1/2" 2'8 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 4 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 54 368 372 0 0 2 54 312 273 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 649 ft-lb 1'4 1/4"3946 ft-lb 0.165 (16%)D+S L 649 ft-lb 1'4 1/4"3850 ft-lb 0.169 (17%)D+S L Shear 488 lb 1'10 1/2"2872 lb 0.170 (17%)D+S L LL Defl inch 0.001 (L/24352) 1'4 1/16"0.086 (L/360)0.010 (1%)S L TL Defl inch 0.002 (L/12829)1'4 1/16"0.129 (L/240)0.020 (2%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"39%368 / 372 740 L D+S 2 -SPF End Grain 1.500"31%312 / 273 584 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 0-0-0 to 1-4-4 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 1-4-4 Top 260 lb 0 lb 455 lb 0 lb 0 lb H1 Brg 1 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 21 of 62 1 1/2"2'8 1/2" 2'8 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 22 of 62 2'8 1/2" 2'8 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 54 264 190 0 0 2 54 264 190 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 279 ft-lb 1'4 1/4"3946 ft-lb 0.071 (7%)D+S L 279 ft-lb 1'4 1/4"3850 ft-lb 0.073 (7%)D+S L Shear 174 lb 1'10 1/2"2872 lb 0.061 (6%)D+S L LL Defl inch 0.001 (L/61210) 1'4 1/4"0.086 (L/360)0.010 (1%)S L TL Defl inch 0.001 (L/25580)1'4 1/4"0.129 (L/240)0.010 (1%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"24%264 / 190 454 L D+S 2 -SPF End Grain 1.500"24%264 / 190 454 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 23 of 62 1 1/2"2'8 1/2" 2'8 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 24 of 62 3'3" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 65 317 228 0 0 2 65 317 228 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 409 ft-lb 1'7 1/2"3946 ft-lb 0.104 (10%)D+S L 409 ft-lb 1'7 1/2"3820 ft-lb 0.107 (11%)D+S L Shear 265 lb 10"2872 lb 0.092 (9%)D+S L LL Defl inch 0.001 (L/34579) 1'7 1/2"0.104 (L/360)0.010 (1%)S L TL Defl inch 0.003 (L/14451)1'7 1/2"0.156 (L/240)0.020 (2%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"28%317 / 228 544 L D+S 2 -SPF End Grain 1.500"28%317 / 228 544 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 25 of 62 1 1/2"3'3" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 26 of 62 5'4 1/2" 5'4 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 108 309 0 0 0 2 108 309 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 484 ft-lb 2'8 1/4"3431 ft-lb 0.141 (14%)D+L L 484 ft-lb 2'8 1/4"3240 ft-lb 0.149 (15%)D+L L Shear 268 lb 11 1/2"2498 lb 0.107 (11%)D+L L LL Defl inch 0.002 (L/29548) 2'8 1/4"0.167 (L/360)0.010 (1%)L L TL Defl inch 0.008 (L/7625)2'8 1/4"0.250 (L/240)0.030 (3%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"11%309 / 108 417 L D+L 2 -SPF End Grain 3.000"11%309 / 108 417 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 27 of 62 1 1/2"5'4 1/2" 5'4 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 28 of 62 5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH15 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 536 499 0 0 0 2 536 499 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1478 ft-lb 2'11 3/4"3431 ft-lb 0.431 (43%)D+L L 1478 ft-lb 2'11 3/4"3183 ft-lb 0.464 (46%)D+L L Shear 746 lb 5'1 1/2"2498 lb 0.299 (30%)D+L L LL Defl inch 0.017 (L/4135)2'11 3/4"0.194 (L/360)0.090 (9%)L L TL Defl inch 0.033 (L/2142)2'11 3/4"0.292 (L/240)0.110 (11%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"54%499 / 536 1035 L D+L 2 -SPF End Grain 1.500"54%499 / 536 1035 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 29 of 62 1 1/2"5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH15 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 30 of 62 5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 469 1270 1458 0 0 2 469 1270 1458 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3059 ft-lb 2'7 1/4"3946 ft-lb 0.775 (78%)D+S L 3059 ft-lb 2'7 1/4"3678 ft-lb 0.832 (83%)D+S L Shear 1724 lb 11 1/2"2872 lb 0.600 (60%)D+S L LL Defl inch 0.025 (L/2336)2'7 1/4"0.161 (L/360)0.150 (15%)S L TL Defl inch 0.046 (L/1249)2'7 1/4"0.242 (L/240)0.190 (19%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"71%1270 / 1458 2728 L D+S 2 -SPF End Grain 3.000"71%1270 / 1458 2728 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 31 of 62 1 1/2"5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 32 of 62 5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 43 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH17 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 469 647 368 0 0 2 469 1446 1767 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2533 ft-lb 4'3946 ft-lb 0.642 (64%)D+S L 2533 ft-lb 4'3678 ft-lb 0.689 (69%)D+S L Shear 2208 lb 4'3"2872 lb 0.769 (77%)D+S L LL Defl inch 0.018 (L/3290)2'9 3/4"0.161 (L/360)0.110 (11%)0.75(L+S)L TL Defl inch 0.034 (L/1711)2'9 9/16"0.242 (L/240)0.140 (14%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"33%647 / 628 1275 L D+0.75(L+S) 2 -SPF End Grain 3.000"84%1446 / 1767 3212 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 4-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 4-0-0 Top 833 lb 0 lb 1458 lb 0 lb 0 lb H4 Brg 2 4 Part. Uniform 4-0-0 to 5-2-8 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 33 of 62 1 1/2"5'2 1/2" 5'2 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH17 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 34 of 62 1'8 1/2" 1'8 1/2"1 SPF End Grain 2 SPF End Grain 3" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH18 S-P-F #2 2.000" X 4.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 85 0 0 0 2 0 85 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 31 ft-lb 10 1/4"603 ft-lb 0.052 (5%)D Uniform 31 ft-lb 10 1/4"600 ft-lb 0.052 (5%)D Uniform Shear 50 lb 1'4 1/4"851 lb 0.059 (6%)D Uniform LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) TL Defl inch 0.001 (L/20163)10 1/4"0.079 (L/240)0.010 (1%)D Uniform Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"4%85 / 0 85 Uniform D 2 -SPF End Grain 1.500"4%85 / 0 85 Uniform D Design Notes 1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 35 of 62 1 1/2"1'8 1/2" 1'8 1/2"1 SPF End Grain 2 SPF End Grain 3" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH18 S-P-F #2 2.000" X 4.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 78.7 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 36 of 62 1'8 1/2" 1'8 1/2"1 SPF End Grain 2 SPF End Grain 3" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH19 S-P-F #2 2.000" X 4.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 85 0 0 0 2 0 85 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 31 ft-lb 10 1/4"603 ft-lb 0.052 (5%)D Uniform 31 ft-lb 10 1/4"600 ft-lb 0.052 (5%)D Uniform Shear 50 lb 1'4 1/4"851 lb 0.059 (6%)D Uniform LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) TL Defl inch 0.001 (L/20163)10 1/4"0.079 (L/240)0.010 (1%)D Uniform Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"4%85 / 0 85 Uniform D 2 -SPF End Grain 1.500"4%85 / 0 85 Uniform D Design Notes 1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 37 of 62 1 1/2"1'8 1/2" 1'8 1/2"1 SPF End Grain 2 SPF End Grain 3" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH19 S-P-F #2 2.000" X 4.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 78.7 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 38 of 62 7' 7' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 546 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH20 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 140 703 525 0 0 2 140 703 525 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 936 ft-lb 3'6"3431 ft-lb 0.273 (27%)D+L L 936 ft-lb 3'6"3123 ft-lb 0.300 (30%)D+L L Shear 612 lb 11 1/2"2872 lb 0.213 (21%)D+0.75(L+S)L LL Defl inch 0.009 (L/9344)3'6"0.221 (L/360)0.040 (4%)0.75(L+S)L TL Defl inch 0.029 (L/2703)3'6"0.331 (L/240)0.090 (9%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"32%703 / 525 1228 L D+S 2 -SPF End Grain 3.000"32%703 / 525 1228 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 0-0-0 to 0-6-0 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 0-6-0 Top 260 lb 0 lb 455 lb 0 lb 0 lb H6 Brg 1 5 Part. Uniform 6-6-0 to 7-0-0 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 6 Point 6-6-0 Top 260 lb 0 lb 455 lb 0 lb 0 lb H6 Brg 2 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 39 of 62 1 1/2"7' 7' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH20 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 40 of 62 12'9" 12'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 1'2" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH21 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 255 822 0 0 0 2 255 822 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3106 ft-lb 6'4 1/2"27029 ft-lb 0.115 (11%)D+L L Shear 827 lb 1'5 3/4"9310 lb 0.089 (9%)D+L L LL Defl inch 0.014 (L/10482) 6'4 1/2"0.404 (L/360)0.030 (3%)L L TL Defl inch 0.059 (L/2481)6'4 1/2"0.606 (L/240)0.100 (10%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 4.500"9%822 / 255 1077 L D+L 2 -SPF End Grain 4.500"9%822 / 255 1077 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.045", Long Term = 0.067" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 14 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 41 of 62 1 1/2"12'9" 12'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 1'2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH21 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 42 of 62 15'3" 3'4 3/8"5'5 3/4"6'4 7/8" 1 SPF End Grain 2 SPF 3 SPF 4 SPF End Grain 3 1/2" 1'2" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH22 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:480 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 675 (-163)322 0 0 0 2 2041 (-226)1198 0 0 0 3 2763 (-34)1801 0 0 0 4 1151 (-57)706 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2755 ft-lb 8'10 1/8"27029 ft-lb 0.102 (10%)D+L _LL Pos Moment 2336 ft-lb 12'6 7/16"27029 ft-lb 0.086 (9%)D+L L_L Shear 1766 lb 10' 1/8"9310 lb 0.190 (19%)D+L _LL LL Defl inch 0.011 (L/6683)12'1 3/8"0.159 (L/480)0.070 (7%)L L_L TL Defl inch 0.018 (L/4230)12'1 11/16"0.317 (L/240)0.060 (6%)D+L L_L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"27%326 / 728 1054 L_L D+L 2 -SPF 6.750"33%1166 / 2155 3321 LL_D+L 3 -SPF 6.750"47%1850 / 2861 4711 _LL D+L 4 -SPF End Grain 1.500"46%684 / 1118 1803 L_L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.007", Long Term = 0.010" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 14 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 43 of 62 1 1/2"15'3" 3'4 3/8"5'5 3/4"6'4 7/8" 1 SPF End Grain 2 SPF 3 SPF 4 SPF End Grain 3 1/2" 1'2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH22 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 44 of 62 5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH23 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1192 1730 1668 0 0 2 1192 1730 1668 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5068 ft-lb 2'11 3/4"12245 ft-lb 0.414 (41%)D+0.75(L+S)L Shear 2601 lb 4'11 3/4"10452 lb 0.249 (25%)D+0.75(L+S)L LL Defl inch 0.053 (L/1260)2'11 3/4"0.186 (L/360)0.290 (29%)0.75(L+S)L TL Defl inch 0.096 (L/698)2'11 3/4"0.279 (L/240)0.340 (34%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"42%1730 / 2145 3875 L D+0.75(L+S) 2 -SPF End Grain 3.000"42%1730 / 2145 3875 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.043", Long Term = 0.064" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 45 of 62 1 1/2"5'11 1/2" 5'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH23 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 46 of 62 6'5 1/2" 6'5 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 43 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH24 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1292 1944 1760 0 0 2 1292 2267 2372 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 8735 ft-lb 2'9"12245 ft-lb 0.713 (71%)D+0.75(L+S)L Shear 3741 lb 5'5 3/4"10452 lb 0.358 (36%)D+0.75(L+S)L LL Defl inch 0.097 (L/756)3'1 5/8"0.203 (L/360)0.480 (48%)0.75(L+S)L TL Defl inch 0.178 (L/411)3'1 9/16"0.304 (L/240)0.580 (58%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"46%1944 / 2289 4232 L D+0.75(L+S) 2 -SPF End Grain 3.000"55%2267 / 2748 5015 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.081", Long Term = 0.122" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously braced. 8 Bottom braced at bearings. 9 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 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 2-9-0 Top 1341 lb 0 lb 2055 lb 0 lb 0 lb H10 Brg 2 Bearing Length 0-3-0 4 Part. Uniform 2-9-0 to 6-5-8 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 47 of 62 1 1/2"6'5 1/2" 6'5 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH24 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 48 of 62 5' 1'5 1/4"2'7 1/2"11 1/4" 1 SPF End Grain2 SPF End Grain 3 SPF End Grain4 SPF End Grain 3 1/2" 9 1/2" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH25 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 402 (-88)109 0 0 0 2 1277 (-2)500 0 0 0 3 1158 (-10)450 0 0 0 4 274 (-140)39 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -399 ft-lb 4' 3/4"13057 ft-lb 0.031 (3%)D+L _LL Pos Moment 313 ft-lb 2'8 11/16"13057 ft-lb 0.024 (2%)D+L _L_ Shear 733 lb 4'1 3/4"6318 lb 0.116 (12%)D+L _LL LL Defl inch 0.002 (L/13192) 2'9"0.088 (L/360)0.030 (3%)L _L_ TL Defl inch 0.003 (L/9527)2'9"0.131 (L/240)0.030 (3%)D+L _L_ Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"12%87 / 386 473 (-42)L_L D+L 2 -SPF End Grain 1.500"47%517 / 1329 1846 LL_D+L 3 -SPF End Grain 1.500"47%507 / 1342 1848 _LL D+L 4 -SPF End Grain 1.500"7%-13 / 285 272 (-294)L_L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.001", Long Term = 0.001" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Tie-down connection required at bearing 1 for uplift 42 lb (Combination D+L, Load Case _L_). 8 Tie-down connection required at bearing 4 for uplift 294 lb (Combination D+L, Load Case _L_). 9 Top braced at bearings. 10 Bottom braced at bearings. 11 Lateral slenderness ratio based on single ply width. This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 49 of 62 5' 1'5 1/4"2'7 1/2"11 1/4" 1 SPF End Grain2 SPF End Grain 3 SPF End Grain4 SPF End Grain 3 1/2" 9 1/2" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH25 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 14-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 10 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 50 of 62 1 1/2"5' 1'5 1/4"2'7 1/2"11 1/4" 1 SPF End Grain2 SPF End Grain 3 SPF End Grain4 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH25 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 51 of 62 7'1 1/4" 7'1 1/4" 1 SPF 2 SPF 3 1/2" 9 1/2" 1 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH26 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1989 780 0 0 0 2 1989 780 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3883 ft-lb 3'6 5/8"13057 ft-lb 0.297 (30%)D+L L Shear 1843 lb 1'2 1/4"6318 lb 0.292 (29%)D+L L LL Defl inch 0.050 (L/1525)3'6 5/8"0.210 (L/360)0.240 (24%)L L TL Defl inch 0.069 (L/1096)3'6 5/8"0.316 (L/240)0.220 (22%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF 5.500"34%780 / 1989 2769 L D+L 2 -SPF 5.500"34%780 / 1989 2769 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.019", Long Term = 0.029" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 14-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 10 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 52 of 62 1 1/2"7'1 1/4" 7'1 1/4" 1 SPF 2 SPF 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH26 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 53 of 62 11'4 1/2" 11'4 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" 1 3 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH27 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 2603 1051 0 0 0 2 1967 813 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 9072 ft-lb 5'4 7/16"16198 ft-lb 0.560 (56%)D+L L Shear 2813 lb 1'3 5/8"11360 lb 0.248 (25%)D+L L LL Defl inch 0.196 (L/659)5'6 3/4"0.358 (L/360)0.550 (55%)L L TL Defl inch 0.275 (L/469)5'6 13/16"0.538 (L/240)0.510 (51%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 4.500"27%1051 / 2603 3654 L D+L 2 -SPF End Grain 4.500"20%813 / 1967 2781 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.079", Long Term = 0.119" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at a maximum of 6'11 1/4" o.c. 8 Bottom braced at bearings. 9 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 Part. Uniform 0-0-0 to 7-0-0 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part. Uniform 4-0-0 to 11-4-8 2-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part. Uniform 7-0-0 to 11-4-8 3-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 54 of 62 1 1/2"11'4 1/2" 11'4 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH27 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 55 of 62 12'7 1/2" 2'8 1/2"4'11 1/2"4'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 67 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH28 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1116 (-215)873 590 0 0 2 2304 (-200)1333 100 0 0 3 2630 (-49)1586 0 (-8)0 0 4 1032 (-78)570 1 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2008 ft-lb 7'8"10648 ft-lb 0.189 (19%)D+L _LL Pos Moment 1570 ft-lb 10'6 1/16"10648 ft-lb 0.147 (15%)D+L L_L Shear 1641 lb 8'5 1/2"9088 lb 0.181 (18%)D+L _LL LL Defl inch 0.018 (L/3354)10'2 5/16"0.163 (L/360)0.110 (11%)L L_L TL Defl inch 0.026 (L/2243)10'2 3/4"0.245 (L/240)0.110 (11%)D+L L_L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"47%861 / 1295 2156 L_L D+0.75(L+S) 2 -SPF End Grain 3.000"41%1340 / 2403 3743 LL_D+L 3 -SPF End Grain 3.000"47%1600 / 2679 4279 _LL D+L 4 -SPF End Grain 1.500"34%560 / 1014 1574 L_L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.009", Long Term = 0.013" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 0-0-0 to 0-9-0 Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part. Uniform 0-0-0 to 0-9-0 10-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 5 Part. Uniform 0-0-0 to 0-9-0 16-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Continued on page 2... This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 56 of 62 12'7 1/2" 2'8 1/2"4'11 1/2"4'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 67 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH28 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 6 Point 0-9-0 Top 322 lb 675 lb 0 lb 0 lb 0 lb H22 Brg 1 Bearing Length 0-3-0 7 Point 0-9-0 Top 0 lb -163 lb 0 lb 0 lb 0 lb H22 Brg 1 Self Weight 11 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 57 of 62 1 1/2"12'7 1/2" 2'8 1/2"4'11 1/2"4'11 1/2" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH28 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 58 of 62 2'11" 2'11" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH29 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 583 365 0 0 0 2 583 365 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 633 ft-lb 1'5 1/2"3431 ft-lb 0.185 (18%)D+L L 633 ft-lb 1'5 1/2"3355 ft-lb 0.189 (19%)D+L L Shear 406 lb 2'1"2498 lb 0.163 (16%)D+L L LL Defl inch 0.002 (L/16976) 1'5 1/2"0.093 (L/360)0.020 (2%)L L TL Defl inch 0.003 (L/10447)1'5 1/2"0.140 (L/240)0.020 (2%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"50%365 / 583 948 L D+L 2 -SPF End Grain 1.500"50%365 / 583 948 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom 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 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 59 of 62 1 1/2"2'11" 2'11" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH29 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/30/2020 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Page 60 of 62 16'9" 16'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" 1 2 Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH30 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 1021 1173 0 0 2 0 1021 1173 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 8512 ft-lb 8'4 1/2"22888 ft-lb 0.372 (37%)D+S L Shear 1852 lb 1'3 5/8"9081 lb 0.204 (20%)D+S L LL Defl inch 0.231 (L/839)8'4 9/16"0.538 (L/360)0.430 (43%)S L TL Defl inch 0.431 (L/449)8'4 9/16"0.806 (L/240)0.540 (54%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 4.500"19%1021 / 1173 2193 L D+S 2 -SPF End Grain 4.500"19%1021 / 1173 2193 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.201", Long Term = 0.301" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously braced. 8 Bottom braced at bearings. 9 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 4-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Uniform Top 30 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 12 PLF This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 61 of 62 1 1/2"16'9" 16'9" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" Client:Lampert Lumber Project:Sanh Residence Address:16849 Judicial Rd, Lakeville MN Date:2/28/2019 Designer: Job Name:Lampert Lumber-Sanh Residence Project #:PRELIMINARY-PENDING ROOF TRUSS SPECS & LAYOUT Level: LevelH30 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until10/31/2020 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Amerhart1131 Industrial DriveWest Salem, WI 54669 Notes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 62 of 62 05/13/19XKP