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LA166930 - 8673 189th St W Permit Pack
RESIDENTIAL 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: These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C F 6:12 PITCH C C 6 : 1 2 6 : 1 2 1 ' - 0 " 1'-4" 1 ' - 0 " 1'-4" 1'-0" 1 ' - 4 " 1'-0" 1 ' - 4 " 1'-4" 1 ' - 0 " 1'-4" 1 ' - 0 " 1'-4" 8 : 1 2 8 : 1 2 A A B B C C 8 : 1 2 6 : 1 2 7 ' - 0 " 3 6 ' R I D G E V E N T 8 : 1 2 15' RIDGE VENT 8 ' R I D G E V E N T A A B B 1 ' - 0 " 1'-4" 1 ' - 0 " 1'-4" 6 : 1 2 R O O F P L A N 1 / 8 " = 1 ' - 0 " O P T I O N A L 3 - C A R A T F R O N T O N L Y 1 / 2 " = 1 ' - 0 " T Y P I C A L W D W & D O O R T R I M 4" TRIM 4" TRIM 6 " T R I M 6 " T R I M 1 - 1 / 2 " 1 " H A R D B O A R D T R I M H A R D B O A R D S I D I N G H A R D B O A R D S I D I N G 2 - S I D E D O U T S I D E C O R N E R 2-3/4" .96" 3 - 1 / 2 " S H E A T H I N G HDBD TRIM 1 - S I D E D O U T S I D E C O R N E R 3 - 1 / 2 " H A R D B O A R D S I D I N G V I N Y L S I D I N G " J " C H A N N E L H A R D B O A R D T R I M 'B' FRONT XXXXXADDRESS NUMBER STEEL PANEL OVERHEAD DOORICE & W A T E R ALUMIN U M F L A S H I N G BEHI N D S T O O P FF F 1'-4"1'-0 1/8"8 12 6 : 1 2 P I T C H 1 ' - 4 " 6 : 1 2 P I T C H 8" TRIM BKT11x20 FYPON(TYPICAL)D 8 1 2 AT ALL GABLES, OR OSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED6:12 PITCH1 1/2" 1 ' - 0 " 1'-0" 1 . 0 X 2 0 8 6 0 K E N B R I D G E C O U R T , S U I T E 1 0 0 L A K E V I L L E , M N 5 5 0 4 4 ( 9 5 2 ) 9 8 5 - 7 2 7 2 5 4 8 6 - B - 3 . 2 A D A M S D R A W N : 8 - 2 4 - 2 0 1 5 - A W P E R M I T / C O N S T R U C T : 1 - 2 3 - 1 9 - L L S P E C P L A N S C U S T : NORTHERN CRAFTSMAN R A I N D I V E R T E R 1 x E R E F A V I N Y L L A P S I D I N G P R O D U C T C B D 5 / 4 X 6 C E M E N T B D . T R I M R E F M A T E R I A L L E G E N D E C E M E N T B D . S I D I N G P R O D U C T G F H C E M E N T B D . S H A K E S 5 / 4 X 8 C E M E N T B D T R I M N O T U S E D N O T U S E D C . B . B O A R D - N - B A T T E N H P E R M I T / C O N S T R U C T I O N P L A N S 8 6 7 3 1 8 9 t h S T R E E T W L 1 3 , B 5 C H O K E C H E R R Y H I L L 4 t h LEFT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADE ALL EXTERIOR FTGS TO BE R I G H T E L E V A T I O N 1 / 8 " = 1 ' - 0 " R E A R E L E V A T I O N 1 / 8 " = 1 ' - 0 " 1 ' - 0 " 1'-0" 6 : 1 2 P I T C H FLASH OVER ALL EXT OP G S A S P H A L T S H I N G L E S A 1'-4"7 7/16"6 12 8:12 PITCH1'-0"1'-4"7 7/16"6 12612AA 6 : 1 2 P I T C H A 1 ' - 0 " 1 x C E D A R 6 1 2 6 1 2 1 ' - 4 " 7 7/16" 1 ' - 4 " 7 7/16" 8 : 1 2 P I T C H A 1 ' - 4 " 6 1 2 6 123'-4"40% TO 50% NEAR RIDGE VENT 1/300th OF ROOF A R E A REMAINDER IN SOFFITPER IRC SECTION R806.2 F S e c u r e d o o r c l o s e d u n t i l d e c k i s c o n s t r u c t e d w i t h a s e p a r a t e p e r m i t . C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 2 / 1 2 / 2 0 1 9 d m a t h e w s UP16R F . D . 4 0 ' - 0 " R / I 3 / 4 B 3 4 x 4 8 F B G L S H W R 3 6 " FUTUREFAMILY R M F U T U R E B E D R M UNEXCAVATED U N F I N I S H E D S T O R A G E / M E C H . A C H V W H S U M P 18'-0"42'-0" 39'-0" 3'-0" 44'-8" 15'-8"5'-10" 17'-6"21'-6" 2'-10"14'-8" 1 2 ' - 3 3 / 4 " 3 ' - 8 " 8 ' - 7 3 / 4 " 13'-8 1/4"3'-7" 17'-11 3/4"5'-4"50'-0"20'-10" 2 ' - 3 1 / 2 " 2'-3 1/2"16'-3"BAS E M E N T P L A N 1 / 4 " = 1 ' - 0 " T Y P . W I N D O W H E A D H E I G H T A T 6 ' - 1 1 3 / 8 " U . N . O . N O T E : 8 ' - 4 " H I G H P O U R E D C O N C . F O U N D A T I O N W A L L T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R D R O P P E D B E A M These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 2 X 6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,20 0 L B S . 18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 20'-4"5'-4"15'-0"ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG 6" HALF-HIGH CURB TREATED BOTTOM PLATE 2x6 STUDS AT 16" O.C.2x6 BRNG WALL4'-2"10" TREAD CUT 2 - 6 2 - 4 2 - 8 4 - 0 C O N C P A D F T G 3 0 x 3 0 x 1 2 C O N C P A D F T G 3 0 x 3 0 x 1 2 4 ' - 6 1 / 4 " 3 ' - 1 " 9 ' - 1 " 1 6 " x 8 " C O N C . F T G . P O U R E D C O N C . W A L L 8 " T H I C K , 8 ' - 4 " H I G H 1 6 " x 8 " C O N C . F T G . P O U R E D C O N C . W A L L 8 " T H I C K , 8 ' - 4 " H I G H 6" CURB, 2" LEDGE POURED CONC. WA L L 16"x8" CONC. FTG.8" THICK, 8'-4" HIGH 9 ' - 9 1 / 2 " 6 ' - 6 1 / 2 " 12'- 4 " 11'-4"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH 5036 SLIDER 5 0 3 6 S L I D E R 5 0 3 6 S L I D E R R A D O N V E N T P I P E 10'-0"2'-0"22'-0"6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"3'-8" 2'-0" 5'-0"15'-4" 12'-0" COCK SILL 5 ' - 7 " 16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH 8 ' - 4 " 1 0 ' - 1 0 " 1 / 2 " = 1 ' - 0 " F R O N T P O R C H L E D G E R S E C T I O N 5 3/47 1/4"7 1/4" F L A S H I N G A B O V E D O O R T H R E S H O L D G R A D E T O P O F S U B F L O O R T O T O P O F J O I S T 5 3 / 4 " F R O M 1 1/2" A N D B E L O W T R E A T E D 2 x 8 L E D G E R S T R T D 2 x 8 J O I S T S 1 6 " O . C . ( 8 ) 1 0 d C O M M O N N A I L S T R E A T E D 2 x 8 ( T O P O F F O U N D T O B O T T O M O F D E C K J O I S T ) 5 / 4 " D E C K I N G R I M B O A R D 1 - 1 / 8 " O S B 1 8 " F L O O R T R U S S E S ( 4 ) P E R D E C K , R A T E D A T 7 5 0 # E A C H S P A C E D E V E N L Y , M A X . 2 4 " F R O M E N D O F L E D G E R L A T E R A L L O A D C O N N E C T I O N : U S P L T S 1 9 - T Z w / L B P 1 2 - T Z W A S H E R 1 x 1 0 C E D A R S K I R T A T D R O P P E D B E A M 1 x 1 0 C E D A R S K I R T A T D E C K R I M J O I S T B L O C K I N G A S R E Q . F O R S K I R T S U P P O R T D R O P P E D B E A M U S P L T S 1 9 - T Z B R A C I N G A N D W O O D B L O C K I N G S E E P A G E 5 F O R D E T A I L S 2 x 1 2 B L O C K I N G 2 x 1 2 B L O C K I N G P O R C H S K I R T D E T A I L 1 / 4 " = 1 ' - 0 " 8 " 8 " 5'-0"8" 2'-0" 3 - 2 x 1 0 D R O P P E D H D R C A N T . J O I S T S 2 - 2 x 1 0 D R O P P E D H D R 1 6 " C O N C . P I E R F T G 6 x 6 T R E A T E D P O S T M I N . 3 ' - 6 " B E L O W G R A D E 1 8 " x 8 " C O N C . F T G . P O U R E D C O N C . W A L L 1 0 " T H I C K M I N . 3 ' - 6 " B E L O W G R A D E 10"4'-4" 8 ' - 9 " 7 1 S Q . F T . 1 8 0 S Q . F T . 480 SQ. FT. D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L H E A D E R N O T E : R O C K W H O L E L O W E R L E V E L C E I L I N G E X C E P T F O R 8 0 S Q F T A T M E C H A N I C A L R O O M COCK 6'-0"SILL W I N D O W & D O O R S C H E D U L E - L O O K O U T C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 5 0 3 6 S L I D E R 0 . 2 9 6 0 " X 4 2 " B E D R O O M 0 . 3 2 1 5 0 3 6 S L I D E R 0 . 2 9 6 0 " X 4 2 " F A M I L Y R M . 0 . 3 2 2 17'-6"36x36x14 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOM POINT LOAD FROM ABOVE 10'-0"6" CURB, 2" LEDGE POURED CONC. W A L L 16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW G R A D E TREATED 2x10's 16" ON CENTER 1 2 ' - 0 " 7 ' - 2 " 1 9 ' - 2 " 1 0 9 8 S Q . F T . 2 0 ' - 6 " F O U N D A T I O N I N S U L A T I O N F R O N T F O U N D A T I O N W A L L : - 1 9 S Q F T / 5 7 . 3 3 L I N F T = 0 . 3 4 R A T I O R - 1 0 R E A R F O U N D A T I O N W A L L : - 2 0 S Q F T / 4 0 L I N F T = 0 . 5 0 R A T I O L E F T S I D E F O U N D . W A L L : - 5 1 S Q F T / 2 1 . 6 7 L I N F T = 2 . 3 5 R A T I O R I G H T S I D E F O U N D . W A L L : - 5 9 S Q F T / 3 9 L I N F T = 1 . 5 1 R A T I O - F O U N D A T I O N I N S U L A T I O N R A T I N G S A R E B A S E D O N L E S S T H A N 2 . 6 A I R C H A N G E S P E R H O U R D U R I N G T H E A I R L E A K A G E T E S T R - 1 0 R - 1 5 R - 1 5 R E Q U I R E M E N T S N O T E : M E C H A N I C A L E Q U I P M E N T L A Y O U T W I L L V A R Y P E R P L U M B I N G , E L E C T R I C A L , M E C H A N I C A L , S T R U C T U R A L A N D / O R S I T E C O N D I T I O N S 3 6 x 3 6 x 1 2 C O N C . P A D F T G . P O I N T L O A D F R O M A B O V E 1 / 2 " = 1 ' - 0 " F R O N T P O R C H L E D G E R D E T A I L 18" FLOOR TRUSSES 3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 3 / 4 " S U B F L O O R 6 1/4"7-1/4" 2 x 8 P O R C H L E D G E R 2 x 6 E X T E R I O R W A L L . 2""MIN. . . 5 1/4" 2" FROM TOP L A G S C R E W T O B E M I N . 2 " F R O M E D G E 1 6 " O . C . U N D E R 1 0 ' - 0 " S P A N 1 2 " O . C . O V E R 1 0 ' - 0 " S P A N S U B F L O O R T O T O P O F L E D G E R OF LEDGER 1 9 . 2 " O . C . F L O O R T R U S S E S B L O C K I N G , L A I D F L A T ( 2 ) T R T D 2 x 1 2 ( 8 ) 1 6 D N A I L S O N I N S I D E B L O C K I N G , L A I D F L A T T R T D ( 2 ) 2 x 1 2 ( 8 ) 1 6 D N A I L S P E R S I D E ( 8 ) 3 0 D N A I L S O N O U T S I D E L A G S C R E W S 1 / 2 " D I A M E T E R I N S T A L L E D S T A G G E R E D I N 2 R O W S L A G S C R E W S W / W A S H E R T O B E U S P L T S 1 9 - T Z S T R A P S T O B E A T T A C H E D T O D E C K J O I S T O R 2 X 1 2 B L O C K I N G A N D A N C H O R E D I N T O F L O O R T R U S S . ( 4 ) S T R A P S P E R D E C K / P O R C H , R A T E D A T 7 5 0 # E A C H , T O B E S P A C E D E V E N L Y . M A X 2 4 " F R O M E N D O F D E C K L E D G E R M I N I M U M 3 " P E N E T R A T I O N T H R U O S B R I M & F L O O R T R U S S P L A N O P T I O N S 8 6 7 3 1 8 9 t h S T R E E T W P L A N S C O N S T R U C T I O N L O O K O U T E L E V A T I O N - - BRACING FOUND. 4'-0"4'-0" B R A C I N G F O U N D A T I O N S Y S T E M B R A C I N G F O U N D A T I O N S Y S T E M 4 ' - 0 " 4 ' - 0 " M A X . BR A C I N G BR A C I N G FO U N D A T I O N B R A C I N G F O U N D . S Y S T E M B R A C I N G F O U N D . S Y S T E M B R A C I N G F O U N D . THRU PLATES GROUNDING ROD 4 . 5 5 5 U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . ( 2 ) 7 - 1 / 4 V e r s a - L a m ( 2 ) 7 - 1 / 4 V e r s a - L a m 1S T F L O O R P L A N 1 / 4 " = 1 ' - 0 " 1 1 9 2 S Q . F T . N O T E : 9 ' - 1 1 / 8 " P L A T E H E I G H T T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) T Y P . F I R S T F L O O R W I N D O W H E A D H E I G H T A T 7 ' - 1 1 3 / 8 " U . N . O . B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 3 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L W I N D O W & D O O R S C H E D U L E C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 3 - 0 D O O R 0 . 3 1 F O Y E R 0 . 2 3 1 3 0 5 0 S H G R E A T R O O M 1 1 K I T C H E N 3 0 4 0 S H 1 D I N I N G R O O M 6 0 6 8 S G D W / T R A N S 2 W 3 0 5 0 S H F L E X R O O M 1 3 W 3 0 5 0 S H G R E A T R O O M 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 9 4 " 0 . 3 2 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 1 0 8 " X 6 0 1 / 4 " 0 . 3 1 5'-0"6'-11"UP16RDN16R 5'-1" D R O P P E D B E A M 4'-2"17'-6"6'-10"5'-0"11'-8" 3 ' - 4 " 18'-0"22'-0"42'-0"3'-0"15'-0" 39'-0"5'-0" 44'-8" 11'-4" 7 ' - 2 " 50'-0" 6 ' - 0 " 20'-10" 6 ' - 0 " 3 ' - 7 " 3 ' - 7 " 10'-5"10'-5"GREATROOM 4 0 ' - 0 " 12'-4"16x7 OVERHEAD DOOR 14" MFD I-JOISTSINSTALL PER MFRS SPECS F L E X R O O M C P T . W O O D P O R C H 1 2 ' - 0 " 14" MFD I-JOISTS INSTALL PER MFRS SPECS W/ WOOD CAP 42" HIGH HALF WALL5'-4"20'-4"10' TREAD CUT W / 1 4 " T R A N S O M 3050-3 SH14" MFD I-JOISTSINSTALL PER MFRS SPECS 2 - 8 4-6 x 8-0 OPG 8 ' - 7 1 / 2 " 2'-0" 2 W 3 0 5 0 S H 3050 SH 11'-4" F L U S H B E A M 1 6 " W I D E D R O P P E D S O F F I T ( S E E S E C T I O N ) GARAGESLOPE TO DOORS 4" CONC FLOOR 638 SQ. FT.TYPICAL 2x6 GARAGE WALLS8x7 OVERHEAD DOOR MFD TRUSSES AT 24" O.C.FLUSH BEAM10'-0"4'-9"5'-3"2'-0"3'-8" D R O P P E D B E A M 8 ' - 4 " 1 0 ' - 1 0 " 6 0 6 8 S G D 8 " 8 " 8" 1 2 6 S Q . F T . D R O P P E D B E A M 2'-0"8" T Y P I C A L P O R C H C O L U M N : 6 x 6 T R E A T E D P O S T W I T H I N 1 6 " T A P E R E D T O 1 2 " B O X E D C O L U M N O V E R 1 6 " ( F R A M E D ) S Q U A R E S T O N E B A S E D I N I N G H D - F L R 3 ' - 1 0 " 2 - 8 1 / 2 B PED. 2 x 6 W A L L 5 ' - 1 0 " 4 ' - 8 1 / 2 " 6'-3" M U D R M H D - F L R H D - F L R IS DELETED NOTE: THIS WDWWHEN EXTENDEDGARAGE ISSELECTED(2) 1 3/4 x 14 VERSA-LAM 2'-0"3'-6" 10'-0" 17'-2 1/2" 7'-0" 6 ' - 7 " 5'-10 1/2" 12" OVERHANG 4'-2 1/2" DRO P P E D B E A M 5 ' - 1 1 / 4 " 5 ' - 8 3 / 4 " 9 ' - 9 1 / 2 " 6 ' - 6 1 / 2 " D W S I N K S U B F L O O R T O 4 3 1 / 2 " F R O M T O P O F S E T K I T C H E N W I N D O W S R G H . O P G . O F W I N D O W 3 0 4 0 S H 2 4 " T O W E L B A R T P H 5 ' - 2 " 3 ' - 1 1 1 / 2 " 8'-6" F O Y E R H D - F L R 4-6 x 8-0 OPG B O O T B E N C H W / C O A T R A C K A B O V E 4 - 0 x 8 - 0 O P G C L O S H D - F L R 2 - 4 16'-8 1/2" INSIDE FRAMING 3 ' - 7 " 2 - 4 R A D O N V E N T P I P E 3-0 x 8-0 OPG 2 - 4 1 0 ' - 6 1 / 2 " W I P H D - F L R 3"3" 2 - 4 4'-3 1/4"3'-0"2'-8 1/4" 3 ' - 7 " 3 - 0 D O O R w / 1 4 " S I D E L I T E 2 0 ' - 6 " 5 3 3 / 4 " X 8 3 1 / 4 " 2'-10" FRAME WALL UP TOUNDERSIDE OF STAIRS R E F . O V E N 2 0 A M P . M I C R O H O O D C I R C U I T C O O K T O P P A N T R Y D O W N S O F F I T T O 8 ' - 0 " F R A M E 1 2 " S H E L F 5-1/4"x7" VERSACOLUMNFRAMERS TO INSULATE FLOORSPACE AT FRONT OF GARAGE 6'-4"4'-11 3/4"4'-11 3/4"ON ALL WALLS & CEILING GYP. BOARD NOTE: F L O O R I N G A T T O P L A N D I N G T O M A T C H D I N I N G R M CORNER SL750 GAS FPR.O. 42 x 40 1/8 8 6 7 3 1 8 9 t h S T R E E T W P L A N S C O N S T R U C T I O N P L A N O P T I O N S G A S F I R E P L A C E S I G N A T U R E K I T C H E N P E N D A N T S P A C K A G E B O O T B E N C H W / C O A T R A C K G A S VENT HOOD TO OUTSIDE T I L E D K I T C H E N B A C K S P L A S H HD-FLR G R E A T R O O M W O O D F L O O R S ( 2 ) 7 - 1 / 4 V e r s a - L a m ( 2 ) 1 4 " V e r s a - L a m ( 2 ) 7 - 1 / 4 V e r s a - L a m (2)14" Versa-Lam (2)14" Versa-Lam(2)9-1/2 Versa-Lam (2)11-7/8 Versa-Lam ( 2 ) 7 - 1 / 4 V e r s a - L a m 7 4 4 410555 5 7 S h e a r w a l l 5 5PFG P F G These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 4 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L W I N D O W & D O O R S C H E D U L E - U P P E R L E V E L C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # B E D R M # 3 1 G A M E R O O M 3 0 5 0 S H 1 3 0 5 0 S H 3 3 0 4 0 S H 1 3 0 5 0 S H 1 O W N E R S B E D R M O W N E R S B A T H B E D R M # 2 B E D R M # 4 2 0 . 3 1 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 G A M E R M / B A T H # 3 3 0 2 0 S L I D E R 1 3 6 1 / 4 " X 2 4 " 0 . 3 1 0 . 3 3 0 5 0 S H 3 6 1 / 4 " X 6 0 1 / 4 " 3 0 5 0 S H 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 B E D R M # 3 2 W 3 0 2 0 F X 0 . 3 1 0 . 3 2 7 2 1 / 8 " X 2 4 " 2ND FL O O R P L A N 1/4 " = 1 ' - 0 " 1 5 8 4 S Q . F T . L I V I N G A R E A N O T E : 8 ' - 1 1 / 8 " P L A T E H E I G H T T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) T Y P . S E C O N D F L O O R W I N D O W H E A D H E I G H T A T 6 ' - 1 1 3 / 8 " U . N . O . B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R N O T E S : A L L T O E L E D G E S A N D S E A T S A R E 1 8 " O F F T H E S U B F L O O R B T I L E R E D I N I C H E M O D E L # 1 6 2 0 D - B 1 R . O . 1 4 - 1 / 2 " ( w ) X 1 8 - 1 / 2 " ( h ) A I T I S C R I T I C A L T H A T C E N T E R O F N I C H E I S C E N T E R O F S H O W E R N I C H E T H A T I S A B O V E C O N T R O L V A L V E I S 4 ' - 9 " O F F S U B F L O O R T O E L E D G E S A R E M O D E L B T - 1 7 B Y B E T T E R B E N C H S Y S T E M S D S E E F L O O R P L A N F O R L O C A T I O N O F T H E S H O W E R N I C H E S . M I X E R V A L V E I S A L W A Y S C E N T E R E D B E L O W S H O W E R H E A D C 3'-9" OR 4'-9" ABOVE SUBFLOOR S H A M P O O N I C H E P R E - M F R ' D R . O . = 1 4 1 / 2 " R.O.= 18 1/2" CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR O W N E R S B A T H W / 1 / 2 " = 1 ' - 0 " S H O W E R B A S E F I B E R G L A S S B A S E 18" D E T A I L ' A ' 3 6 X 6 0 F I B E R G L A S S C L 1 6 " @ 3 4 " S H W R 4'-0" C L S H O W E R C O N T R O L TO CENTER OF SHOWER VALVE TO BOTTOM OF NICHE SEATS & TOE LEDGES 1 0 - 3 / 4 " 3 6 " V A L V E 1 7 - 3 / 1 6 " @ 3 6 " S H W R 4 0 ' - 0 " 10'-10"3'-8" 3 ' - 0 " 8 ' - 2 " 14'-6"3'-9" 1 0 ' - 7 " 1 1 ' - 2 " 42'-0"17'-6" 39'-0"3'-0" 42'-0" 1 9 ' - 2 " 4 0 ' - 0 " 20'-10" 1 2 ' - 8 " 6 ' - 6 " 12'-9"5'-7"OWNERSBEDRMCPT.DN16R3'-8" B E D R M # 2 C P T . G A M E R O O M C P T . O W N E R S B A T H H D - F L R LAU . HD-FLR 4'-0"10'-0"3'-6" 3 ' - 7 " 2 ' - 1 1 " 6 ' - 8 " 6 ' - 0 " 3'-10"3'-8"4'-0"6'-0"3'-10"8'-2" 6 ' - 1 " 2'-6" 3'-6" 10'-2"3'-6" 3'-4" 4 2 x 6 0 F B G L T U B 3050 SH 3 0 5 0 S H 3050 SH3050 SH 3 0 2 0 S L 3050 SH2'-4"3'-4"2-62-4 2 - 8 2 - 4 2-02-4 2x6 WALL 10" TREAD CUT D 6 6 " MFD TRUSSES AT 24" O.C. GIRDER TRUSS 3'-9" 3 0 4 0 S H T E M P G L 2 ' - 7 3 / 4 " 1'-9" W 2x6 WALL 6 " S P L A S H T P H 2 4 " T O W E L B A R 7'-1"3'-4"2'-3"3050 SH3050 SH NO TOP PLATESAT GIRDER TRUSS N O T O P P L A T E S A T G I R D E R T R U S S IS DELETED NOTE: THIS WDWWHEN EXTENDED/4TH CAR GARAGEIS SELECTED 17'-6"12'-4 3/4"12'-1 1/4" 11'-8"5'-10"15'-2"2'-8" BEDRM #4CPT. B E D R M # 3 C P T . 3'-8" B A T H # 2 H D - F L R 4 ' - 6 " 6 ' - 9 " 6 ' - 9 " 5 ' - 1 1 " 2'-9 1/2"8'-6"W.I.C.CPT. 2 - 6 2-6 2 - 6 5-0 66" 5 - 0 T U B / S H W R 2 x 6 W A L L 42" HIGH HALF W A L L W/ WOOD C A P R A D O N V E N T P I P E 2 2 x 3 0 A T T I C A C C E S S 4 ' - 7 1 / 2 " 5 - 0 11'-8"3'-8"5'-10" 5 - 0 4'-2" 2 ' - 9 " 2 4 " T O W E L B A R 3'-10 3/4"11'-3"4'-0" 4 - 0 2 - 4 2 - 4 2 - 4 2 ' - 6 " 5 ' - 1 1 " TPH 1 ' - 5 " 2'-6"7'-4"7'-2"3'-2 3/4"2'-5"2-6 2 W 3 0 2 0 F X 3 0 5 0 S H 9'-2"2'-6" 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A C O L U M N 5-1/4"x5-1/4"VERSACOLUMNOR EQUIV. T E M P 8 6 7 3 1 8 9 t h S T R E E T W P L A N S C O N S T R U C T I O N P L A N O P T I O N S O W N E R S B A T H T I L E D S H O W E R S U R R O U N D B A T H # 2 D O U B L E B O W L V A N I T Y W / 3 6 " G L A S S P A N E L 4 8 " H I G H 2 X 4 W A L L W / C T S U R R O U N D 3 4 x 6 0 F B G L B A S E NICHE T O E L E D G E WIRE S H . ( 2 ) 7 - 1 / 4 V e r s a - L a m - M i n . 1 5 " c l e a r a n c e t o a n y o b s t r u c t i o n f r o m c e n t e r o f W . C . , 2 4 " i n f r o n t ( t y p ) . 4 4 4 4 4 4 4 4 4 F . D . R / I 3 / 4 B F U T U R E F A M I L Y R M F U T U R E B E D R M U N E X C A V A T E D U N F I N I S H E D S T O R A G E / M E C H . A C H V W H S U M P 1 / 4 " = 1 ' - 0 " These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 5 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L E L E C T R I C A L P L A N U N F I N I S H E D B A S E M E N T S E P E R A T E 1 5 A M P C I R C U I T W / S I N G L E R E C E P T A C L E 1 5 A M P C I R C U I T F O R P O W E R V E N T W / S I N G L E R E C E P T A C L E G F I L O W V O L T A G E S Y S T E M R E C E P T A C L E S S D A / C W P S S M A R T H O M E S Y S T E M R E C E P T A C L E P L A N O P T I O N S 8 6 7 3 1 8 9 t h S T R E E T W P L A N S C O N S T R U C T I O N L O O K O U T E L E V A T I O N - - 1/4"=1'-0"GREATROOMFOYERGARAGE F L E X R O O M STO O P These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 6 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L S S WPSSWPSSSGFISDELECTRICAL PLAN 1ST FLOOR CSSS S D I S P . DWSPRINKLERSYSTEMRECEPTACLE S S 1 / 2 B F A N T GFI WIC S S S DINING S S SSMUD RM W I P PHUSB 1 / 4 " = 1 ' - 0 " O W N E R S B E D R M B E D R M # 2 L A U . C E I L I N G F A N R O U G H - I N S S D S S SS S D / C M D C S S E L E C T R I C A L P L A N 2 N D F L O O R G F I GFI F A N O W N E R S B A T H S S F A N L B E D R M # 4 B E D R M # 3 G A M E R O O M W . I . C . S S S D S D SSS S S D / C M D S B A T H # 2 2 2 x 3 0 A T T I C A C C E S S F A N G F I G F I S S S S S S D / C M D S RR R R R R R K I T . SSCHIMESHCPS S S P E N D . P E N D . P E N D . 4'-0" 8 ' - 0 " 2n d S M A R T HO M E R E C E P T S VENT HOOD TO OUTSIDE TECHTUBE C D C D 8 6 7 3 1 8 9 t h S T R E E T W P L A N S C O N S T R U C T I O N P L A N O P T I O N S G A S F I R E P L A C E S I G N A T U R E K I T C H E N P E N D A N T S P A C K A G E B O O T B E N C H W / C O A T R A C K G R E A T R O O M W O O D F L O O R S O W N E R S B A T H T I L E D S H O W E R S U R R O U N D B A T H # 2 D O U B L E B O W L V A N I T Y These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 7 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L 9'-1 1/8" 10'-3 7/8" C O N C W A L L 9'-8 3/4" 8'-2"8'-1 1/8" 3 / 4 " 2 5 0 S U B F L O O R 3 / 4 " 3 5 0 S U B F L O O R 8 ' - 4 " P O U R E D C O N C W A L L 3 1 / 2 " C O N C . F L O O R 1 8 " M F D F L O O R T R U S S E S 1 4 " M F D I - J O I S T S M F D T R U S S 1 ' - 4 " 6 1 2 7 7/16" M F D T R U S S 3 9 ' - 0 " 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A - A 9'-1 1/8" 10'-3 7/8" CONC WALL 9'-8 3/4" 8'-2"8'-1 1/8" 3/4" SUBFLOOR3/4" S U B F L O O R 8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR M F D T R U S S 1 ' - 4 " 6 1 2 7 7/16" MFD TRUSS 6 12 39'-0"1/4"=1'-0"CROSS SECTION B - B 4" CONC. FLOOR GIRDER TRUSS3'-0" 1 ' - 4 " 6 1 2 BEDRM #4W.I.C.GARAGE D R O P P E D B E A M D R O P P E D B E A M F O Y E R O W N E R S B E D R M G R E A T R O O M G A M E R O O M L A U . D R O P P E D B E A M 1 6 " W I D E D R O P P E D S O F F I T V E R I F Y D E P T H P E R B E A M S I Z E 1 ' - 4 " P O U R E D C O N C . W A L L 1 8 " x 8 " C O N C . F T G . 1 0 " T H I C K M I N . 3 ' - 6 " B E L O W G R A D E 2 x 1 0 J O I S T S 5 / 4 " D E C K I N G 2 - 2 x 1 0 D R O P P E D B E A M S E T O N 6 " T H I C K P O U R E D C O N C . W A L L C O N C . S I D E W A L K C A N T . J O I S T S 8 " 7 ' - 0 " 7 ' - 8 " T O P O F T H R E S H O L D T O T O P O F J O I S T 5 - 3 / 4 " F R O M 7 7/16" 5 ' - 0 " W O O D P O R C H 1 ' - 4 " 7 7/16" 1 8 " M F D F L O O R T R U S S E S 14" MFD I-JOISTS 6 1 2 3'-4"6 12 These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 8 X D R A W N : 8 - 2 4 - 2 0 1 5 - A W A D A M S 5 4 8 6 - B - 3 . 2 P E R M I T / C O N S T R U T : 1 - 2 3 - 1 9 - L L 1 ' - 4 " 2 ' - 0 " 3'-2" WOODGRAIN PANEL 5 / 4 " x 5 " - W O O D G R A I N 5/ 4 " x 1 0 " - W O O D G R A I N WOODGRAIN PANEL 4 / 4 " x 3 " - W O O D G R A I N ( F R O N T & R E A R ) 6x6 POST BLOCKING 2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM 11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAME BEAM 1/2" OSBOVER 2xTREATED FRAME WOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER 1 / 4 " = 1 ' - 0 " 1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE G A R A G E S L A B L E D G E D E T A I L 1 / 2 " S H E A T H I N G M I N . R - 2 0 I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . H O U S E W R A P S I D I N G P E R E L E V . B A R R I E R P A S T A C O U S T I C A L S E A L A N T E X T E N D P O L Y V A P O R 1 - 1 / 2 " T H E R M A X 2 - 1 / 4 " X 1 2 " D U C T I N S U L A T I O N ( R - 1 0 x 2 ) 1 / 2 " = 1 ' - 0 " W A L L D E T A I L 1 / 2 " = 1 ' - 0 " T H E S L O P I N G O F T H E F L O O R B E P R O T E C T E D W H E R E V E R 4 " C O N C . G A R A G E F L O O R R I G I D I N S U L A T I O N M U S T C R E A T E S A N E X P O S U R E . 5 / 8 " G Y P . B D . 9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8" 40'-0"3 1/2" CONC. FLOOR HAND RAIL ALL STAIRS PROVIDE MIN. 6'-8" HEADROOM 3) LSL STRINGERS 7 3/4" MAX RISE 10" TREAD CUT STAIR DATA3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR8'-4" POUREDCONC WALL 18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-C 6'-8"MIN HEADROOM6'-8"MIN HEADROOM T Y P I C A L W A L L S E C T I O N 1 / 2 " = 1 ' - 0 " 9'-1 1/8" T R U S S E S P E R P L A N 3 / 4 " S U B F L O O R V A R I E S S E E P L A N V A R I E S 1 2 2 x 6 S T U D S A T 1 6 " O . C . B L O C K A T M I D P O I N T 2 x 6 B E A R I N G W A L L 1 4 x 8 C O N C . F T G . 6 " H A L F H I G H C O N C . C U R B . B L K . 1 / 2 " A N C H O R B O L T S O M I T B E A R I N G W A L L A T S T E E L O R L V L B E A M R - 4 9 I N S U L . M F D T R U S S E S A I R C H U T E S A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S N O T E D U N L E S S O T H E R W I S E N O T E D U N L E S S O T H E R W I S E O V E R 1 / 2 " S H E A T H I N G S H I N G L E S O V E R F E L T P A P E R R I G I D W I N D W A S H I N S T A L L E D E X T E N D I N G B A R R I E R M U S T B E T O W I T H I N 1 - 1 / 2 " t o 2 " F R O M B O T T O M O F R O O F S H E A T H I N G 4 M I L . P O L Y V A P O R / A I R B A R R I E R A L U M I N U M C O R N I C E V E N T S 4 0 % T O 5 0 % N E A R R I D G E V E N T 1 / 3 0 0 t h O F R O O F A R E A R E M A I N D E R I N S O F F I T P E R I R C S E C T I O N R 8 0 6 E X T . S P R A Y - O N W A T E R P R O O F I N G W A T C H D O G + E N E R G Y S Y S T E M T R E A T E D S I L L P L A T E A P P R O V E D A N C H O R P E R C O D E ( I R C R 4 0 3 . 1 . 6 ) 1 6 x 8 C O N C . F T G . R U N I N T O S U M P B A S K E T C O N T I N U O U S D R A I N T I L E W H E R E A P P L I C A B L E T R E A T E D S I L L P L A T E V E R T I C A L R E I N F O R C I N G A S S O I L C O N D . R E Q U I R E W / S I L L S E A L E R M I N . 4 2 " B E L O W F I N I S H E D G R A D E A L L E X T E R I O R F O O T I N G S T O B E 4 " I N C H C L E A N A G G R E G A T E O R C O N C R E T E S L A B A N D P R E P A R E D S U B G R A D E 6 M I L P O L Y V . B . W / L A P P E D S E A M S 1 2 " B E T W E E N A P P R O V E D G A S - P E R M E A B L E L A Y E R P A S S I V E S U B - S L A B D E P R E S S U R I Z A T I O N S Y S T E M R E Q U I R E D P E R M I N N E S O T A R E S I D E N T I A L E N E R G Y C O D E 1 3 2 2 . 2 1 0 0 P O U R E D C O N C . W A L L 8 " T H I C K , 9 ' - 0 " H I G H 2 x 6 L O O K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . 8 " T H I C K , 4 2 " H I G H P O U R E D C O N C . W A L L 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 2 x 6 W A L K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . P O U R E D C O N C . W A L L ( 6 " C U R B , 2 " I N T . L E D G E ) 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 8 " T H I C K , 4 2 " H I G H O P E N I N G S , J O I N T S A N D S U M P S F O U N D A T I O N W A L L & S L A B S E A L J O I N T B E T W E E N 3 - 1 / 2 " C O N C . F L O O R S E A L E D A T 8'-1 1/8" 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . J O I S T S P E R P L A N 3 / 4 " S U B F L O O R S E E P L A N V E R T I C A L C L E A R A N C E O F N O T L E S S T H A N T H E E X T E R I O R W A L L T O P P L A T E T O T H E R O O F S H E A T H I N G S I X I N C H E S F R O M T H E O U T S I D E E D G E O F 6" MIN. HEEL 6 ' - 0 " O F I C E & W A T E R S H I E L D I N S T A L L P E R M F R ' S S P E C S T E R M I N A T E 1 2 " A B O V E R O O F 2 x 6 S U B F A S C I A S E A L A N T B Y C A R P E N T E R P R I O R T O S H E A T H I N G P R O V I D E R E C E P T A C L E F O R F U T U R E R A D O N F A N V E N T P I P E S H A L L B E I N S T A L L E D W I T H A M I N I M U M 2 4 " H O R I Z O N T A L C L E A R A N C E A N D 3 6 " V E R T I C A L C L E A R A N C E T O A L L O W F O R F U T U R E I N S T A L L A T I O N O F R A D O N F A N ( A C T I V E S Y S T E M ) W / V A P O R B A R R . 5 / 8 " G Y P . B D . A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S 4 M I L . P O L Y V A P O R / A I R B A R R I E R W / A P P R O V E D S E A L A N T G Y P . B D . W / V A P O R B A R R . 1 / 2 " S A G - R E S I S T A N T 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " T O E A C H S I D E O F " T " F I T T I N G I N A G G R E G A T E 1 0 ' S E C T I O N O F P E R F O R A T E D P I P E C O N N E C T E D 1 / 2 " O S B o r 1 / 2 " T R E A T E D P L Y W D A T G R O U N D L E V E L A P P L I C A N T I O N S T O M A I N T A I N P E R M A N E N T C O N T A C T W I T H T H E U N D E R S I D E O F T H E S U B F L O O R D E C K I N G F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E F I N I S H E D G R A D E W I L L V A R Y J O I S T C A N T I L E V E R D E T A I L ( R - 3 0 . 5 ) ( S T C - 4 1 ) 5 " M I N . P O L Y U R E T H A N E F O A M 2 x 6 E X T E R I O R W A L L ( S E E O S W E L L E N G I N E E R I N G ) R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 2 x 6 E X T E R I O R W A L L 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 G Y P . B D . E X C E P T 8 0 S F A T 1 / 2 " S A G - R E S I S T A N T R U N N I N G T H R U U N C O N D I T I O N E D S P A C E S T O H A V E R - 4 I N S U L . ( M I N ) V E N T P I P E R - 1 0 R I G I D I N S U L A T I O N I N T E N D E D F O R E X T E R I O R U S E A S T M C 5 7 8 , C 6 1 2 o r C 1 0 2 9 I N S T A L L E D P E R M F R ' S S P E C S A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E T H E M E C H A N I C A L R O O M O F F O U N D A T I O N W A L L 1 6 x 8 C O N C . F T G . 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E ( I F R E Q U I R E D P E R F O U N D A T I O N E X T E N D O V E R S I L L P L A T E R - 5 R I G I D I N S U L A T I O N ( A T R I G H T A N D L E F T S I D E O F H O M E O N L Y ) S E A L E D A N D T A P E D A T T O P C A L C U L A T I O N S , R 4 0 2 . 2 . 8 . A ) R - 5 R I G I D I N S U L A T I O N ( A T S I D E L O O K O U T F O U N D A T I O N O N L Y , N O T A T R E A R L O O K O U T W A L L S ) R - 5 R I G I D I N S U L A T I O N - O N I N S I D E T A P E & S E A L A T T O P F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E D R A I N T I L E A T W A L K O U T W A L L S ( H I L L C R E S T O N L Y ) W / R - 1 0 D R A I N A G E B O A R D R O L L - O N W A T E R P R O O F I N G W A L L E D G E , A C R O S S T H E T O P , A N D E X T E N D F R O M T O P I N T E R I O R 6 " D O W N T H E E X T E R I O R W A L L F A C E B A T H # 2 CLOS W.I.C.7'-4" L I G H T F I X T U R E S 1 / 2 " = 1 ' - 0 " B L O C K I N G A T 7 - 1 / 4 " 12" 4" 4 " D I A . H O L E 14" TO TOP OFSTONE VENEER 1 " = 1 ' - 0 " W A L L D E T A I L L O O K O U T F I N I S H 2 x 6 T R E A T E D S I L L P L A T E 1 x 6 S I L L P L A T E 2 x 4 I N T E R I O R W A L L 2 x _ T R E A T E D B L O C K I N G 1 / 2 " G Y P . B D . 1 / 2 " G Y P B D L E D G E 6 - 1 / 2 " C A P B O A R D S H O E P E R I M E T E R W I N D O W F R A M E E X T E R I O R S H E A T H I N G R - 1 0 E X T E R I O R I N S U L A T I O N R - 5 I N T E R I O R I N S U L A T I O N ( I F R E Q ' D P E R C O D E ) 1 / 2 " = 1 ' - 0 " F L O O R D E T A I L D E N S E P A C K F I B E R G L A S S 3 / 4 " S U B F L O O R 6 " R O U N D D U C T W O R K M A N U F A C T U R E D I - J O I S T S R - 8 I N S U L A T I O N W R A P N E T R - 3 0 S P R A Y F O A M I N S U L . 4 . 3 4 " A R O U N D D U C T W O R K ( R - 6 . 9 P E R I N C H ) B L O W N - I N I N S U L A T I O N 1 " C L O S E D - C E L L S P R A Y F O A M 5 / 8 " G Y P . B D . S S C O P E O F W O R K : I N D E X : S1 - S c o p e , I n d e x , a nd C e r t i f i c a t i o n S2 - G e n e r a l N o t e s S3 - S t a n d a r d B e a r i n g W a l l D e t a i l S4 - S t a n d a r d N o n - B e a r i ng W a l l J o i s t B l o c k i n g D e t a i l S5 - B o t t o m C h o r d B e a r i ng T r u s s N o n - B e a r i n g W a l l D e t a i l S6 - T o p C h o r d B e a r i n g T r us s N o n - B e a r i n g W a l l D e t a i l M A T E R I A L S : C o n c r e t e : Mi n i m u m 2 8 d a y c o m p r e ss i v e s t r e n g t h ( F ' c ) o f 3 0 0 0 p s i f o r w a l l s Mi n i m u m 2 8 d a y c o m p r e ss i v e s t r e n g t h ( F ' c ) of 5 0 0 0 p s i f o r f o o t i n g s M a s o n r y : Mi n i m u m 2 8 d a y p r i s m st r e n g t h ( F ' m ) o f 1 5 0 0 p s i B a c k f i l l S o i l : Sa n d - 3 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Sa n d y C l a y - 4 5 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Cl a y - 6 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e S I T E A D D R E S S : St r e e t : Ci t y : St a t e : M N Z i p : Cr a i g O s w e l l , P E ( M N # 4 2 3 4 1 ) O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : S c o p e o f W o r k , I n d e x , a n d C e r t i f i c a t i o n Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) 34 Th e d r a w i n g s a r e t o o n l y b e u s e d b y t h e B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) an d i t s m e m b e r s . R e f e r to B A M ' s w e b s i t e f o r t h e m o s t c u r r e n t v e r s i o n o f t h es e d r a w i n g s . T h e s e d r a w i n g s a r e t o b e p r o v i d e d t o t h e bu i l d i n g i n s p e c t i o n d e p a r t m e n t a s p a r t o f t h e p e r m i t p a c k a g e . I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d pr o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f t h e s t a t e of M i n n e s o t a . Pa g e S 1 o f S 6 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m 2 0 1 9 B A M T o p o f F o u n d a t i o n W a l l S u p p o r t G u i d e 1/ 1 / 2 0 1 9 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 Fo o t i n g s m a y b e 3 0 0 0 p s i i f a n a p p r o v e d a d m i xt u r e i s u s e d t o a c h i e v e a w a t e r a n d v a p o r re s i s t a n c e e q u i v a l e n t t o 5 0 0 0 p s i Th e s e d r a w i n g s a r e a n i l l u s t r a t i v e r e p r e s e n t a t i o n o f a n a l t e r n a t i v e o p t i o n t o t h e t o p o f w a l l s u p p o r t in f o r m a t i o n c o n t a i n e d i n t h e 2 0 1 2 I n t er n a t i o n a l R e s i d e n t i a l Co d e ( I R C ) s e c t i o n 4 0 4 . 1 , a s a d o p t e d b y t h e 20 1 5 M i n n e s o t a S t a t e B u i l d i n g Co d e . T h e s e d r a w i n g s ap p l y t o t h e c o n s t r u c t i o n o f t op o f f u l l h e i g h t c a s t - i n - pl a c e c o n c r e t e , i n s u l a t e d c o n c r e t e fo r m , a n d m a s o n r y b a s e m e n t f o u n d a t i on w a l l s f o r t y p i c a l r e s i d e n t i a l ca s e s . T h e s e d r a w i n g s a r e n o t t o s c a l e a n d a l l c o n d i t i o n s a r e t o b e v e r i f i e d b y t h e c o n t r a c t o r . M e a n s a n d me t h o d s o f c o n s t r u c t i o n f o r s h o r i n g , w a t e r - p r o o f i n g , i ns u l a t i o n , f l a s h i n g , a n d a l l o t h e r n o n - s t r u c t u r a l re q u i r e m e n t s a r e t o b e b y o t h e r s i n a c c o r d a n c e w i t h t h e C o d e a n d s t a n d a r d in d u s t r y p r a c t i c e . T h e s e dr a w i n g s a r e v a l i d t h r o u g h D e c e m b e r 3 1 , 2 0 1 9 . G G E N E R A L N O T E S : 1.2.3.4. Us e o f m u l t i p l e s i l l p l a t e s i s n o t a l l o w e d u n l e s s s p e c i f i c a l l y n o t e d . 5.6.7.8.9. 10 . 11 . * = s e e n o t e 1 1 a b o v e f o r a l t e r n a t e a n c h o r o p t i o n s O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : G e n e r a l N o t e s Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) 34 An c h o r b o l t s m a y b e s u b s t i t u t e d w i t h 1/ 2 " d i a m e t e r t h r e a d e d r o d e p o x y g r o u t e d a t sa m e s p a c i n g w i t h 7 " em b e d . Al t e r n a t e a n c h o r s m a y b e S i m p s o n M A B , S i m p s o n M A SA , U S P S T , U S P F A 3 , Si m p s o n F W A Z , o r 1 / 2 " di a m e t e r e x p a n s i o n a n c h o r s w i t h 6 " m i n i m u m e m b e d m e n t , o r a n e q u i v a l e n t m a n u f a c t u r e d a n c h o r . 1/ 1 / 2 0 1 9 Si l l p l a t e s m a y n e e d t o b e l a r g e r t h a n t h e m i n i m u m t o m e e t E n e r g y C o d e o r o t h e r r e q u i r e m e n t s . T h e ex a c t s i z e o f t h e s i l l p l a t e i s th e r e s p o n s i b i l t y o f th e c o n t r a c t o r . Do n o t b a c k f i l l u n t i l t h e c o n c r e t e h a s r e a c h e d a t l e a s t 7 0 p e r c e n t o f t h e 2 8 d a y c o n c r e t e s t r e n g t h . U s e o f ad e q u a t e s h o r i n g b y o t h e rs i s r e q u i r e d u n t i l t h e f i n a l f l oo r a n d s l a b s y s t e m s a r e i n p l a c e . Si l l p l a t e s e c t i o n s r e q u i r e a t l e a s t t w o a n c h o r s w i t h o n e w i t h i n 4 " t o 1 2 " o f e a c h e n d a n d a t a l l c o r n e r s an d i n t e r s e c t i o n s . W a l l s l e s s t h a n 2 4 " in l e n g t h r e q u i r e o n l y o n e a n c h o r . Th i s p a c k e t a p p l i e s t o f u l l h e i g h t w a l l s l e s s t h a n t e n f e e t i n c l e a r he i g h t s u p p o r t i n g u n b a l a nc e d f i l l o n l y . Th i s p a c k e t d o e s n o t a p p l y t o l o o k o u t a n d f r o s t s t y l e w a ll s . T h e d e t a i l s i n t h i s p a c k e t a r e n o t l i m i t e d b y wa l l l e n g t h o r p l a n d i m e n s i o n s . Th i s p a c k e t a p p l i e s t o t r a d i t i o n a l f l o o r j o i s t s , I - j o i s t s, a n d t r u s s e s . A l l f l o o r m e m b e r s a r e t o b e a r a t l e a s t 3. 5 " o n t h e s i l l p l a t e u n l e s s n o t e d o t h e r w i s e . S i l l p l a t e s m a y o v e r o v e r h a n g t h e f a c e o f t h e w a l l p r o v i d e d th e o v e r h a n g i s n o t l o a d e d v e r t i c a l l y a n d a l l an c h o r b o l t / c o n n e c t i o n t o l e r a n c e s a r e m e t . Al l p r e m a n u f a c t u r e d c o n n e c t o r s a n d an c h o r s a r e t o b e i n s t a l l e d i n a c co r d a n c e w i t h t h e i r m a n u f a c t u r e r ' s re c o m m e n d a t i o n s . F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o m Pa g e S 2 o f S 6 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 72 " 72 " 72 " 24 " 48 " 40 " 72 " 36 " 48 " 16 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " T T O P O F W A L L A N C H O R S P A C I N G T A B L E B B A C K F I L L H E I G H T A B O V E S L A B AN C H O R BO L T AL T E R N A T E AN C H O R * AN C H O R BO L T AL T E R N A T E AN C H O R * AN C H O R BO L T S S A N D S S A N D Y C L A Y 8' - 6 " 16 " 32 " 32 " 9' - 6 " 64 " 24 " 40 " 16 " 24 " 8" 72 " 72 " 72 " 64 " 72 " 72 " 32 " 64 " 24 " 72 " 40 " 56 " 24 " 1 1 0 '-0 " C L A Y AL T E R N A T E AN C H O R * S O I L T Y P E 72 " 7' - 6 " 5' - 6 " o r l e s s 8' - 6 " 6' - 6 " o r l e s s 7' - 6 " 6' - 6 " 48 " 16 " 7' - 6 " o r l e s s 72 " 72 " Sl o p e g r a d e 6 " m i n i m u m d o w n w a r d a w a y f r o m f o u n d a t i o n s w i t h i n f i r s t 1 0 f e e t o r p r o v i d e C o d e c o m p l i a n t sw a l e . An c h o r b o l t s 1 / 2 " o r l a r g e r i n di a m e t e r d o n o t r e q u i r e co r r o s i o n p r o t e c t i o n p e r IR C s e c t i o n R 3 1 7 . 3 . 1 , ex c e p t i o n 1 . 72 " C L E A R H E I G H T (T o p o f S l a b t o T o p o f W a l l ) 8 '-0 " o r l e s s 9 '-0 " 64 " 16 " 72 " 32 " 8" 72 " 32 " 56 " Al t e r n a t i v e t o M N C o d e T a b l e R 4 0 4 . 1 ( 1 ) 48 " 6" Min T T Y P I C A L T O P O F F O U N D A T I O N W A L L D E T A I L N N o t e s :1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide ##Description: Typical Bearing Wall Detail Project # 18.099 Client Name: Builder's A ssociation of Minne sota (BAM)34Page S3 of S61901 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m8'-0 " o r l e s s C C19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)B C16"1/1/20199'-0 "1 0 '-0 "16" A (note 7)CCA (note 7)B B B DCCCLEAR H E I G H T (T o p o f S l a b t o T o p o f W a l l )CCDD D 24"DCWood floor joist, I-jo ist, or trusses & wall framing by others F L O O R M E M B E R T O S I L L P L A T E C O N N E C T I O N T A B L E Alternate to MN Code Table R404.1(1)C L A S S (w e a k e s t t o s t r o n g e s t )D E S C R I P T I O N2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of bo th wall and sill plate is to be 2.5")C L A YBACKFILL T Y P E F L O O R M E M B E R S P A C I N G S A N D S A N D Y C L A YSee table below for connection of each floor member to sill plate Foundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)C O N N E C T I O N T Y P E DSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located withi n 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum c ontinuous bottom bracing must be provided.A B C(3)0.131" diameter x 3" long toe/top nails (3)0.148" diameter x 3" long toe/top nails USP LJC or USP MPA1/Simpson A35 (see note 4)D D19.2"24"16"19.2" J J O I S T B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 ) N O T E S : 1.2.3. To e n a i l b l o c k i n g m e m b e r s i n p l ac e a s r e q u i r e d f o r s t a b i l t y . 4.5.6. Al l n a i l s a r e t o b e s p a c e d i n m e m b e r s s u c h t h a t s p l i t t i n g d o e s n o t o c c u r . 7. Fo u n d a t i o n w a l l i s t o b e p e r C o d e b y o t h e r s . O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : St a n d a r d N o n - B e a r i n g W a l l J o i s t B l o c k i n g D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c i a t i o n o f M i n n e s o t a ( B A M ) 34 1/ 1 / 2 0 1 9 Ba y s c o n t a i n i n g b l o c k i n g d o n o t n e e d t o b e d i r e c t l y n e x t to t h e w a l l o r e a c h o t h e r p r o v i d e d 2 x 4 s p a c e r b l o c k i n g i s in s t a l l e d b e t w e e n t h e m a s s h o w n . T o e n a i l s p a c e r s i n p l a c e a s r e q u i r e d . Fu l l h e i g h t b l o c k i n g m a y c o n t a i n 4 " d i am e t e r m a x i m u m h o l e s i f r e q u i r e d f o r e l ec t r i c a l / p l u m b i n g . P r o v i d e a t l e a s t 3 " ed g e c l e a r a n c e f o r a l l h o l e s . Pa g e S 4 o f S 6 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Bl o c k i n g s h o w n m a y b e r e p l a c e d w i t h p r e - m a n u f a c t u r e d b l o c k i n g p r o v i d e d i t c a n r e s i s t a t le a s t 1 5 0 0 p o u n d s o f l a t e r a l co m p r e s s i o n . Na i l t h e f l o o r s h e a t h i n g t o t h e bl o c k i n g w / a t l e a s t ( 1 2 ) 0. 1 3 1 " d i a m e t e r x 3 " l o n g na i l s e v e n l y s p a c e d Wa l l f r a m i n g , j o i s t s , & s t r u c t u r a l ri m b y o t h e r s Fl o o r s h e a t h i n g i s t o b e 3 / 4 " m i n i m u m t h i c k O S B / p l y w o o d i n s t a l l e d i n a s t a g g e r e d p a t t e r n . N a i l t o f l o o r m e m b e r s w i t h 0. 1 3 1 " d i a m e t e r x 3 " l o n g n a i l s a t 6 " o . c . a t a l l p a n e l e d g e s / p e r i m e t e r a n d 1 2 " o . c. a t a l l i n t e r m e d i a t e s u p p o r t s o r a n ap p r o v e d e q u i v a l e n t . Us e C l a s s D c o n n e c t i o n f r o m S 3 fo r b l o c k i n g t o s i l l Se e n o t e 4 f o r s p a c e r s a s re q u i r e d a t m e c h a n i c a l o n l y In s t a l l f u l l h e i g h t 2 x o r I - j o i s t bl o c k i n g a s r e q u i r e d t o ac h i e v e t h e n a i l i n g n o t e d (m i n i m u m o f t w o s p a c e s ) , sp a c e s u s e d d o n o t n e e d t o be n e x t t o e a c h o t h e r i f sp a c e s b e t w e e n a r e b l o c k e d pe r n o t e 4 2x 6 m i n i m u m s i l l p l a t e w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & 2 " w i d e x 1 / 8 " th i c k s q u a r e o r r o u n d co u n t e r s u n k f l u s h w a s h e r s o r al t e r n a t i v e a n c h o r ( s e e t a b l e o n S2 f o r s p a c i n g ) ( A n c h o r b o l t cl e a r a n c e b e t w e e n e d g e o f b o t h wa l l a n d s i l l p l a t e i s t o b e 2 . 5 " ) , N O T E : S i l l p l a t e m a y h a v e t o b e i n c r e a s e d t o 2 x 8 t o f i t C l a s s D c o n n e c t o r s B B O T T O M C H O R D B E A R I N G T R U S S B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 ) N O T E S : 1.2.3. To e n a i l b l o c k i n g m e m b e r s i n p l a c e a s r e q u i r e d f o r s t a b i l t y . 4.5.6. Al l n a i l s a r e t o b e s p a c e d i n m e m b e r s s u c h t h a t s p l i t t i n g d o e s n o t o c c u r . 7. Fo u n d a t i o n w a l l i s t o b e p e r C o d e b y o t h e r s . 8. Do n o t c u t r i m t r u s s b o t t o m c h o r d f o r a n y r e a s o n . O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p of F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : No n - B e a r i n g W a l l B o t t o m C h o r d B e a r i n g Tr u s s B l o c k i n g D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c i a t i o n o f M i n n e s o t a ( B A M ) 34 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 1/ 1 / 2 0 1 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Pa g e S 5 o f S 6 Ba y s c o n t a i n i n g b l o c k i n g d o n o t n e e d t o b e d i r e c t l y n e x t t o t h e w a l l o r e a c h o t h e r p r o v i d e d 2 x 4 s p a c e r b l o c k i n g i s i n s t a l l e d be t w e e n t h e m a s s h o w n . T o e n a i l s p a c e r s i n p l a c e a s r e q u i r e d . OS B / p l y w o o d b l o c k i n g m a y c o n t a i n 4 " d i a m e t e r m a x i m u m h o l e s i f r e q u i r e d f o r e l e c t r i c a l / p l u m b i n g . P r o v i d e a t l e a s t 3 " e d g e cl e a r a n c e f o r a l l h o l e s . Na i l t h e f l o o r s h e a t h i n g t o t h e bl o c k i n g w / a t l e a s t ( 1 2 ) 0 . 1 3 1 " di a m e t e r x 3 " l o ng n a i l s e v e n l y sp a c e d Wa l l f r a m i n g , t r u s s e s , & st r u c t u r a l r i m b y o t h e r s 2x 6 m i n i m u m s i l l p l a t e w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & 2 " w i d e x 1/ 8 " t h i c k s q u a r e o r r o u n d co u n t e r s u n k f l u s h w a s h e r s o r al t e r n a t i v e a n c h o r ( s e e t a b l e o n S2 f o r s p a c i n g ) ( A n c h o r b o l t cl e a r a n c e b e t w e e n e d g e o f b o t h wa l l a n d s i l l p l a t e i s t o b e 2 . 5 " ) , N O T E : S i l l p l a t e m a y h a v e t o b e i n c r e a s e d t o 2 x 8 t o f i t C l a s s D c o n n e c t o r s Fl o o r s h e a t h i n g i s t o b e 3 / 4 " m i n i m u m t h i c k O S B / p l y w o o d i n s t a l l e d i n a s t a g g e r e d p a t t e r n . N a i l t o f l o o r m e m b e r s w i t h 0 . 1 3 1 " di a m e t e r x 3 " l o n g n a i l s a t 6 " o . c . a t a l l p a n e l e d g e s / p e r i m e te r a n d 1 2 " o . c . a t a l l i n t e r m e d i a t e s u p p o r t s o r a n a p p r o v e d eq u i v a l e n t . Se e n o t e 4 f o r s p a c e r s a s re q u i r e d a t m e c h a n i c a l o n l y In s t a l l 2 x 4 m i n i m u m f l a t bl o c k i n g b e t w e e n t r u s s e s a s re q u i r e d t o a c h i e v e t h e n a i l i n g no t e d ( m i n i m u m o f t w o s p a c e s ) , sp a c e s u s e d d o n o t n e e d t o b e ne x t t o e a c h o t h e r i f s p a c e s be t w e e n a r e b l o c k e d p e r n o t e 4 In s t a l l 3 / 4 " m i n i m u m th i c k O S B / p l y w o o d t o on e s i d e o f 2 x 4 b l o c k i n g w / ( 6 ) 0 . 1 3 1 " di a m e t e r x 3 " l o n g n a il s t o p & b o t t o m O R 1/ 2 " m i n i m u m t h i c k O S B / p l y w o o d t o e a c h si d e w / ( 4 ) 0 . 1 3 1 " d i a m e t e r x 3 " l o n g n a i l s to p & b o t t o m Us e C l a s s D c o n n e c t i o n f r o m S 3 fo r b l o c k i n g t o s i l l Na i l r i m t r u s s b o t t o m c h o r d t o si l l p l a t e w / 0 . 1 4 8 " d i a m e t e r x 3 " lo n g n a i l s @ 6 " o . c . Bl o c k i n g s h o w n m a y b e r e p l a c e d w i t h p r e - ma n u f a c t u r e d b l o c k i n g p r o v i d e d i t c a n re s i s t a t l e a s t 1 5 0 0 p o u n d s o f l a t e r a l co m p r e s s i o n . T T O P C H O R D B E A R I N G T R U S S B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 )N O T E S :1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in member s such that splitting does not occur.4.Foundation wall is to be per Code by others.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide Description:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099 Client Name: Builder's Assoc iation of Mi nnesota (BAM)34 1/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spaced Wall framing, trusses, & structural rim by others Page S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate su pports or an approved equivalent.1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3Additional sill plates as required by others to match truss top chord depth Install treated double 2x blocking ripped to fit height of sill plates in first bay P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m S S C O P E O F W O R K : I N D E X : S1 - S c o p e , I n d e x , a nd C e r t i f i c a t i o n S2 - G e n e r a l N o t e s S3 - S t e p F o o t i n g D e t a i l S4 - F r o s t W a l l D e t a i l S5 - L o o k o u t W a l l D e t a i l S6 - F u l l H e i g h t W a l l D e t a i l M A T E R I A L S : R e i n f o r c i n g S t e e l :: Gr a d e 4 0 ( 4 0 k s i ) f o r # 4 a n d s m a l l e r b a r s Gr a d e 6 0 ( 6 0 k s i ) f o r # 5 b a r s a n d l a r g e r R e b a r S u b s t i t u t i o n N o t e s : 1. Tw o # 4 ' s b u n d l e d m a y b e u s e d t o s u b s t i tu t e ( 1 ) # 6 a n d v i c e v e r s a p r o v i d e d th e y a r e o f t h e s a m e g r a d e s t e e l . 2. Fo r v e r t i c a l b a r s o n S 6 , # 5 ' s m a y b e u s e d i n l i e u o f # 6 ' s a t t w o - t h i r d s o f t h e n o t e d s p a c i n g . C o n c r e t e : Mi x d e s i g n i s t o b e p r e p a r e d b y t h e c o n c r e t e s u p p l i e r t o m e e t t h e pr o j e c t ' s r e q u i r e m e n t s Mi n i m u m 2 8 d a y c o mp r e s s i v e s t r e n g t h o f 3 0 0 0 p s i f o r w a l l s Mi n i m u m 2 8 d a y c o m pr e s s i v e s t r e n g t h o f 50 0 0 p s i f o r f o o t i n g s B a c k f i l l S o i l : Sa n d - 3 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Sa n d y C l a y ( S C ) - 4 5 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Cl a y - 6 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e S I T E A D D R E S S : St r e e t : Ci t y : St a t e : M N Z i p : Cr a i g O s w e l l , P E ( M N # 4 2 3 4 1 ) O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : S c o p e o f W o r k , I n d e x , a n d C e r t i f i c a t i o n Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e NE # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s 1/ 1 / 2 0 1 9 Th e d r a w i n g s a r e t o o n l y b e u s e d b y t h e co n t r a c t o r n o t e d b e l o w o r h i s a u th o r i z e d s u b - c o n t r a c t o r s / c l i e n t s . Th e s e d r a w i n g s a r e t o b e p r o v i d e d t o t h e b u i l d i n g i n s p e c t i o n d e p a r t m e n t a s p a r t o f t h e p e r m i t p a c k a g e . Th e s e d r a w i n g s a p p l y t o t h e c o n s t r u c t i o n o f c a s t - i n - p l a c e c o n c r e t e f o u n d a t i on w a l l s f o r t y p i c a l r e s i d e n t i a l ca s e s . T h e s e d r a w i n g s a r e n o t t o s c a l e a n d a l l c o n d i t i o n s a r e t o b e v e r i f i e d b y t h e c o n t r a c t o r . M e a n s a n d me t h o d s o f c o n s t r u c t i o n f o r s h o r i n g , w a t e r - p r o o f i n g , i n s u la t i o n , f l a s h i n g , c o n t r o l a n d c o n s t r u c t i o n j o i n t s , an d a l l o t h e r n o n - s t r u c t u r a l r e q u i r e m e n t s a r e t o b e b y ot h e r s i n a c c o r d a n c e w i t h t h e C o d e a n d s t a n d a r d in d u s t r y p r a c t i c e . T h e s e d r a w i n g s a r e v a l i d u n t i l t h e e n d o f 2 0 1 9 . 1 9 0 1 E H e n n e p i n A v e , #2 0 1 Fo o t i n g s m a y b e 3 0 0 0 p s i i f a n a p p r o v e d a d m i xt u r e i s u s e d t o a c h i e v e a w a t e r a n d v a p o r re s i s t a n c e e q u i v a l e n t t o 5 0 0 0 p s i I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d pr o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f t h e s t a t e of M i n n e s o t a . Pa g e S 1 o f S 6 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m G G E N E R A L N O T E S : 1. W a l l t h i c k n e s s e s n o t e d a r e n o m i n a l u n l es s s p e c i f i c a l l y s t a t e d o t h e r w i s e . 2. M a x i m u m w a l l t o f o o t i n g c e n t e r l i n e o f f s e t i s 2 " . A m i n i m u m o f 2 " o f f o o t i n g i s t o e x t e n d o n e a c h s i d e o f t h e w a l l . 3. B a r l a p s w h e n r e q u i r e d a r e t o b e a t l e a s t 4 0 b a r d i a m et e r s f o r g r a d e 4 0 a n d 6 0 b a r d i a m e t e r s f o r g r a d e 6 0 . 4. B e n d h o r i z o n t a l b a r s o r p r o v i de m a t c h i n g h o o k s a r o u n d a l l wa l l c o r n e r s a n d i n t e r s e c t i o n s . 5. H o r i z o n t a l b a r s m a y b e p l a c e d a n y w h e r e w i t h i n t h e w a ll t h i c k n e s s p r o v i d e d 2 " m i n i m u m c o v e r i s p r o v i d e d . 6. A l l o w a b l e b a r p l a c e m e n t t o l e r a n c e i s 1 / 2 " . T y i n g is n o t r e q u i r e d i f t o l e r a n c e s a r e m e t a n d m a i n t a i n e d . 7.8.9. A n c h o r b o l t s 1 / 2 " o r l a r g e r i n d i a m e t e r d o n o t r e q u i r e c o r r o s i o n p r o t e c t i o n p e r I R C s e c t i o n R 3 1 7 . 3 . 1 e x c e p t i o n 1 . 10 . An c h o r b o l t s m a y b e s u b s t i t u t e d w i t h 1 / 2 " d i a m e t e r t h r e a d ed r o d e p o x y g r o u t e d a t s a m e s p a c i n g w i t h 7 " e m b e d . 11 . T h e p r e s e n c e o f f o r m o i l o n t h e r e i n f o r c i n g i s a c c e p t ab l e f o r t h e c o n d i t i o n s c o n t a i n e d i n t h e s e d r a w i n g s . 12 . S l o p e g r a d e 6 " m i n i m u m d o w n w a r d a w a y f r o m f o u n d a t i on s w i t h i n f i r s t 1 0 f e e t o r p r o v i d e C o d e a d e q u a t e s w a l e . 13 . 14 .C C O L D W E A T H E R G U I D E L I N E S : 1.2. Co n c r e t e i s t o b e d e l i v e r e d t o t h e s i t e i n a t i m e l y m a n n e r . 3. Pl a c e m e n t o f c o n c r e t e e a r l i e r i n t h e d a y t o t a k e a d v a n t a g e o f l a t e n t h e a t o f s u n l i g h t i s a d v i s e d . 4. D o n o t a d d a d d i t i o n a l w a t e r . U s i n g w a t e r - r e d u c i n g a d m i x t u r e s i s r e c o m m e n d e d w h e n r e q u i r e d . 5. F o r m s a r e t o b e f r e e o f s n o w a n d i c e . D o n o t p l a c e c o n c r e t e i n c o n t a c t w i t h f r o z e n g r o u n d , s n o w , o r i c e . 6. P r e h e a t i n g o f r e b a r i s n o t r e q u i r e d , h o w e v e r i t i s t o b e f r e e o f f r o s t , s n o w , a n d i c e . 7. O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : G e n e r a l N o t e s Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e NE # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Do w e l s m a y b e d r i l l e d a n d i n s t a l l e d a f t e r f o o t i n g p o u r u n l es s o t h e r w i s e n o t e d . V e r t i c a l b a r s m a y b e e m b e d d e d in t o f o o t i n g i n p l a c e o f d o w e l s a t t h e s a m e e m b e d m e n t . Ve r t i c a l b a r s a n d d o w e l s d o n o t n e e d t o a l i g n . D o w e l s ma y b e b e n t d o w n f o r s a f e t y a n d c o v e r i n g t h e n b e n t b a c k b e f o r e w a l l p l a c e m e n t . Th e f o l l o w i n g i n f o r m a t i o n i s g e n e r a l g u i d e l i n e s f o r t h e p l a c e m e n t o f c o n c r e t e i n c o l d w e a t h e r c o n d i t i o n s . I t i s t h e co n t r a c t o r ' s r e s p o n s i b i l i t y t o e n s u r e p r o p e r m e a n s a n d m e t h o d s a r e f o l l o w e d a n d th a t t h e f i n a l i n p l a c e p r o d u c t i s ad e q u a t e . 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 Us e o f f o r m b l a n k e t s o r o t h e r a p p r o v e d p r o t e c t i o n i s h i g h l y r e c o m m e n d e d f o r t h e t o p o f t h e w a l l a t t e m p e r a t u r e s be l o w 1 0 d e g r e e s F a n d f o r t h e w h o l e w a l l w h e n b e l o w z e r o d e g r e e s F . Th e c o n t r a c t o r i s t o w o r k w i t h t h e c o n c r e t e s u p p l i e r t o ob t a i n a m i x d e s i g n w h i c h a c c o u n t s f o r t h e c o n d i t i o n s ex p e c t e d . U s e o f e x t r a c e m e n t , e a r l y- s t r e n g t h c o n c r e t e , a n d a c c e l e r a t o r s ar e r e c o m m e n d e d a t t e m p e r a t u r e s be l o w 2 0 d e g r e e s F . Si l l p l a t e s e c t i o n s r e q u i r e a t l e a s t t w o a n c h o r s w i t h o n e w i t h i n 4 " t o 1 2 " o f e a c h e n d a n d a t a l l c o r n e r s a n d in t e r s e c t i o n s . W a l l s l e s s t h a n 2 4 " i n le n g t h r e q u i r e o n l y o n e a n c h o r . S i l l p l a t e s m a y o v e r h a n g t h e f a c e o f t h e w a l l pr o v i d e d t h e o v e r h a n g i s n o t l o a d e d v e r t i c a l l y a n d a l l a n c h o r b o l t / c o n n e c t i o n t o l e r a n c e s a r e m e t . Do n o t b a c k f i l l u n t i l t h e c o n c r e t e h a s r e a c h e d a t l e a s t 7 0 p e r c e n t o f t h e 2 8 d a y c o n c r e t e s t r e n g t h . U s e o f ad e q u a t e s h o r i n g i s r e q u i r e d w h en t h e f i n a l f l o o r a n d s l a b s y s t e m s a r e n o t i n p l a c e a n d f u l l y a n c h o r e d . Ma x i m u m i n s i d e w i n d o w w e l l di m e n s i o n i s 7 2 " . W e l l w a l l s a r e t o b e a t l e a s t 8 " t h i c k p l a c ed m o n o l i t h i c a l l y w i t h ho u s e w a l l s w i t h h o r i z o n t a l b a r s e x t e n d ed i n t o t h e m a n d a r o u n d c o r n e r s . P r o v i de t w o a d d i t i o n a l v e r t i c a l b a r s a n d on e a d d i t i o n a l a n c h o r b o l t e a c h s i d e o f o p e n i n g . O p e n i n g h e a d e r b y o t h e r s . 1/ 1 / 2 0 1 9 F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o m Pa g e S 2 o f S 6 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 H H I G H F O O T I N G L O W F O O T I N G F O O T I N G S T E P D E T A I L O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 Standardized Concrete Foundation Drawings Description:Step Footing Detail (NOT TO SCALE)Project # 18.100 Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372 34Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step 6'-0" maximum step Optional control joint each end of beam section by others 24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4')High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown 1/1/2019(beam section)w w w .o s w e l l e c .c o m Page S3 of S6Phone: 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 61901 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated 6" minimum thick cast-in-place concrete foundation wall Wa l l f r a m i n g b y o t h e r s W W A L K O U T / S L A B -O N -G R A D E F R O S T W A L L D E T A I L No t e : M a x i m u m u n b a l a n c e d f i l l h e i g h t i s 3 6 " f o r 8 " t h i c k w a l l & 4 8 " f o r 1 0 " w a l l O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : Fr o s t W a l l D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e N E # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Gr a d e t o b e a t l e a s t 6 " b e l o w t o p of w a l l Si l l p l a t e b y o t he r s w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & s t a n d a r d wa s h e r s @ 7 2 " o . c . m a x o r eq u i v a l e n t m e t a l s t r a p a n c h o r s (A n c h o r b o l t c l e a r a n c e b e t w e e n ed g e o f b o t h w a l l a n d s i l l p l a t e i s to b e 2 " ) 6" m i n i m u m t h i c k c a s t - i n - p l a c e co n c r e t e w a l l Pa g e S 4 o f S 6 (1 ) # 4 c o n t i n u o u s h o r i z o n t a l b a r w/ i n 1 8 " o f t o p o f w a l l 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m #4 x 2 ' - 0 " l o n g d o w e l s @ 7 2 " o . c . ma x w / 5 " m i n i m u m e m b e d Un r e i n f o r c e d c o n c r e t e s t r i p fo o t i n g p e r C o d e b y o t h e r s , pr o v i d e f r o s t p r o t e c t i o n p e r C o d e as r e q u i r e d 1/ 1 / 2 0 1 9 Op t i o n a l s l a b l e d g e , m a x i m u m st e m h e i g h t i s 12 " w / w i d t h t o ma t c h s i l l p l a t e Wa l l f r a m i n g b y o t h e r s 6 6 " w a l l s p a c i n g : 8 "+ w a l l s p a c i n g : L O O K O U T W A L L D E T A I L O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : Lo o k o u t W a l l D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e N E # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Gr a d e t o b e a t l e a s t 6 " b e l o w t o p of w a l l Si l l p l a t e b y o t he r s w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & s t a n d a r d wa s h e r s @ 7 2 " o . c . m a x o r eq u i v a l e n t m e t a l s t r a p a n c h o r s (A n c h o r b o l t c l e a r a n c e b e t w e e n ed g e o f b o t h w a l l a n d s i l l p l a t e i s to b e 2 " ) Pa g e S 5 o f S 6 (1 ) # 4 c o n t i n u o u s h o r i z o n t a l b a r w/ i n 1 8 " o f t o p o f w a l l 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Fo o t i n g e l e v a t i o n m a y v a r y b e l o w sl a b , p r o v i d e f r o s t p r o t e c t i o n p e r Co d e 8" t h i c k x 1 8 " w i d e m i n i m u m un r e i n f o r c e d c o n c r e t e s t r i p fo o t i n g ( 1 6 " w i d e m i n i m u m f o r ma x i m u m u n b a l a n c e d g r a d e o f 2 ' - 6" o r l e s s ) , l a r g e r f o o t i n g w i d t h ma y b e r e q u i r e d f o r s p e c i f i c s o i l be a r i n g c o n d i t i o n s t o b e de t e r m i n e d p e r C o d e b y o t h e r s 6" m i n i m u m t h i c k c a s t - i n - p l a c e co n c r e t e w a l l #4 x 2 ' - 0 " l o n g c e n t e r e d do w e l s w / 5 " m i n i m u m e m b e d we t s e t o r e p o x y g r o u t e d i n pl a c e 32 " o . c . m a x f o r s a n d & 2 4 " o. c . m a x f o r S C & c l a y 48 " o . c . m a x f o r s a n d , 4 2 " o . c . ma x f o r S C , & 3 6 " o . c . m a x f o r cl a y 1/ 1 / 2 0 1 9 3 ' - 2 " m a x Wood floor & wall framing by others Grade to be at least 6" below top of wall B B A S E M E N T W A L L D E T A I L T T a b l e N o t e s :(1) = (2) = A l l o w e d a l t e r n a t e a n c h o r s a r e :O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 Standardized Concrete Foundation Drawings Description: Full Height Wall Detail (NOT TO SCALE)Project # 18.100 Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372 34Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o mUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the st em wall formed is at least 6" thick & no more than 16" high Connection of floor me mbers to sill plate to be per Code by others 1/1/2019Clear Height 8 8 ' o r L e s s B B o l t s A A l t e r n a t eNANA36"(1)NA NACClay99'W W a l l T h i c k n e s s 8 8 "1 1 0 "1 1 2 "#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed S S a n d S S C C C l a y S S a n d S S CUnreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)1 1 0 'C C l e a r H e i g h t a n d S o i l T y p e S S a n d S S C C C l a y V V e r t i c a l R e b a r S p a c i n g NA NA NANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NA NANANA NA 72"48"72"24"48"18"36"(1)NA NA 72"36"60"24"36"12"48"18"S S i l l A n c h o r S p a c i n g 36"12"24"8" Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B2 4 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B3 2 B e a m b y o t h e r s 6 ' 0 " 1 UN E X C A V A T E D ST A I R W A Y FL O O R T R U S S E S BY O T H E R S PO R C H F R A M I N G BY O T H E R S OP T I O N A L E G R E S S WI N D O W H E A D E R (2 ) 1 - 3 / 4 " X 7 - 1 / 4 " X 6 ' VE R S A L A M L V L B 3 B 3 B2 B1 B2 3 ' 8 " 4 2 ' 0 " 3 ' 0 " 3 9 ' 0 " 20 ' 1 0 " 7' 2 " 40 ' 0 " 12 ' 0 " 20 ' 4 " 1 5 ' 4 " 2 ' 0 " 10 ' 0 " 2 2 ' 0 " 2 ' 0 " 1 8 ' 0 " 10 ' 0 " Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B2 2 B e a m b y o t h e r s 6 ' 0 " 1 B2 B2 B1 40 ' 0 " 1 8 ' 0 " 10 ' 0 " Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s B1 2 B e a m b y o t h e r s 8 ' 0 " 1 B2 1 B e a m b y o t h e r s 4 ' 0 " 1 B1 B1 B2 40 ' 0 " 1 8 ' 0 " 10 ' 0 " UNEXCAVATEDSTAIRWAY4TH STALL OPT.AT THIS AREA 20' 4" 2' 0" 20' 10" 38' 0" 2' 0" 10' 0" 10' 0" 19' 8"42' 0" 10' 0" Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5486-B-GLBy: Anthony EstevezDate: 1-3-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.12-1-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5486-B-GL D.R. HORTON BASEMENT BEAMS DESIGN = L/360 BA S E M O D E L BA S E M E N T B E A M S WA L K O U T O P T I O N LO O K O U T O P T I O N 4th STALL OPTION Co n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t H1 1 4 U S P T H F 1 7 1 4 0 Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s J1 2 1 4 " B C I ® 4 5 0 0 s - 1 . 8 4 2 ' 0 " 1 J2 4 1 4 " B C I ® 4 5 0 0 s - 1 . 8 4 0 ' 0 " 1 J3 4 1 4 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J4 1 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 J5 8 1 4 " B C I ® 6 0 0 0 s - 1 . 8 4 0 ' 0 " 1 J6 7 1 4 " B C I ® 6 0 0 0 s - 1 . 8 2 2 ' 0 " 1 B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 2 ' 0 " 2 B2 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B3 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B4 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B5 2 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B6 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 2 ' 0 " 2 B7 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 2 B8 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 2 ' 0 " 2 B9 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B1 0 1 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 1 B1 1 1 B e a m b y o t h e r s 8 ' 0 " 1 B1 2 2 B e a m b y o t h e r s 6 ' 0 " 1 B1 3 5 B e a m b y o t h e r s 4 ' 0 " 1 Ca 1 1 3 1 - 1 / 8 " x 1 4 " B C R I M B O A R D O S B 1 2 ' 0 " 1 Pt 1 1 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 2 ' 0 " 1 Pt 2 1 5 - 1 / 4 " x 7 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 2 ' 0 " 1 Pt 3 3 P o s t b y o t h e r s 8 ' 0 " 1 SI N G L E TR I M M E R S ST A I R W A Y SI N G L E TR I M M E R S SI N G L E TR I M M E R S BC I 4 5 0 0 s @ 1 9 . 2 " O C SI N G L E TR I M M E R S BC I 6 0 0 0 s @ 1 9 . 2 " O C BC I 6 0 0 0 s @ 1 9 . 2 " O C JU S 2 8 - 2 H A N G E R BY O T H E R S WA L K - I N SH O W E R ST A R T F R A M I N G H E R E FI R S T T W O S P A C E S @ 1 2 " O C TH E N @ 1 9 . 2 " O C ( U . N . O . ) JA C K & J I L L PL U M B I N G KE E P J O I S T TO S I D E OF W A L L Pt 3 Pt 1 Pt 3 Pt 3 Pt 2 B6 B 1 0 B3 B 1 2 B1 3 B2 B5 B1 3 B8 B1 2 B1 1 B 1 3 B 1 3 B9 B1 B 7 B1 3 B4 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 C a 1 C a 1 Ca 1 H1 H1 H1 J3 J4 J6 J5 J2 J1 20 ' 1 0 " 2 2 ' 0 " 12 ' 0 " 40 ' 0 " 7' 2 " 1 8 ' 0 " 3 ' 0 " 4 2 ' 0 " 3 9 ' 0 " 10 ' 0 " 2 ' 0 " 10 ' 0 " 1 ' 7 3 / 1 6 " 1 ' 0 " 1 ' 0 " 1 ' 4 " STAIRWAY GARAGE4TH STALL OPT.AT THIS AREA2' 0" 10' 0" 2' 0" 38' 0" 19' 8"10' 0" 20' 10" 42' 0" 10' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5486-B-GLBy: Anthony EstevezDate: 1-3-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.6-12-18 AE4-17-18 AE3-26-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5486-B-GL D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480 BA S E M O D E L UP P E R F L O O R F R A M I N G 4th STALL OPTION DE T A I L N / A Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B2 1 G i r d e r T r u s s b y o t h e r s 2 2 ' 0 " 1 B3 1 0 B e a m b y o t h e r s 4 ' 0 " 1 Pt 1 2 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 0 ' 0 " 1 ST A I R W A Y SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S Pt 1 Pt 1 B2 B3 B1 B3 B3 B 3 B 3 B3 B3 B3 B3 B 3 4 2 ' 0 " 40 ' 0 " 3 9 ' 0 " 3 ' 0 " 19 ' 2 " 20 ' 1 0 " Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5486-B-GLBy: Anthony EstevezDate: 1-3-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.10-2-18 AE6-30-17 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5486-B-GL D.R. HORTON UPPER FLOOR HEADERS DESIGN = L/360 BA S E M O D E L UP P E R F L O O R H E A D E R S DETAIL N/A © COPYRIGHT HANSON GROUP LLC 2017© Print Name: Signed: Ryan Mack 3407 Kilmer Lane NorthSuite 4 Plymouth, MN 554416GN 612-708-3572 ofSheet: Drawing Date: Project Number: 11 6.338 December 28, 2017 S1 I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:12-28-17 46673Date: 2TQLGEV %NKGPV RevDate 241,'%65%12' DESIGN OF THE CONNECTION OF MONO ROOF TRUSSES TO THE FRONT OF A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. )'0'4#.016'5 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOP DRAWINGS FOR MORE INFORMATION. 2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OF REMAINING FRAMING UNLESS SPECIFICALLY NOTED IS NOT INCLUDED UNDER THIS SCOPE. 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. 6.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). /#6'4+#.5 WOOD:SPF STUD GRADE OR BETTER .1#&5 ROOF SNOW LOAD:35 PSF ROOF DEAD LOAD:15 PSF FLOOR LIVE LOAD:40 PSF FLOOR DEAD LOAD:15 PSF WIND LOAD:90 MPH EXP. B %1&'5 2015 MINNESOTA RESIDENTIAL CODE &4*QTVQP 20860 Kenbridge Court #100 Lakeville, MN 55044 /QFGN Minnesota Construction 3'-4" MAX. CROSS SECTION MONO TRUSSES BY SUPPLIER @ 24" O.C. MAX.2x4 CONTINUOUS LEDGER w/ 5" LEDGERLOKS @ 16" O.C. FASTEN EACH TRUSS TO LEDGER w/ (4) 8d TOENAILS & SIMPSON H2.5A TIE INSTALLED w/ MIN. (4) NAILS INTO LEDGER FASTEN EACH JOIST TO TOP PLATES w/ (3) 16d NAILS FASTEN EACH STUD TO PLATE w/ SIMPSON A34 FRAMING ANGLE & FASTEN PLATE TO EACH JOIST w/ (3) 16d NAILS 6 12 5486 South HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday, November 16, 2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5486 South Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:5486 South Designed By:Michael Hoium Project Date:Thursday, November 16, 2017 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,006 CFM Per Square ft.:0.260 Square ft. of Room Area:3,874 Square ft. Per Ton:1,636 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,869 Btuh 53.869 MBH Total Sensible Gain:22,426 Btuh 79 % Total Latent Gain:5,988 Btuh 21 % Total Cooling Required Including Ventilation Air:28,413 Btuh 2.37 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, November 16, 2017, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5486 South Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.37 1,636 3,874 22,426 5,988 28,413 53,869 635 1,006 1,006 System 1 2.37 1,636 3,874 22,426 5,988 28,413 53,869 635 1,006 1,006 12x15 Ventilation 860 3,596 4,457 5,757 Supply Duct Latent 201 201 Return Duct 99 89 188 665 Humidification 5,412 Zone 1 3,874 21,466 2,101 23,567 42,036 635 1,006 1,006 12x15 1-Basement 1,098 2,243 0 2,243 11,005 166 105 105 1--6 2-Main Floor 1,192 11,008 2,101 13,109 14,825 224 516 516 5--6 3-Second Floor 1,584 8,216 0 8,216 16,207 245 385 385 4--6 Thursday, November 16, 2017, 3:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5486 South Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 395.7 10,681 0 5,714 5,714 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 624 1,846 0 0 0 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2620.5 14,819 0 2,264 2,264 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 320 1,169 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 428.4 1,862 0 526 526 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1584 3,170 0 1,749 1,749 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 1098 2,579 0 0 0 P-32 R-32: Floor-Over open crawl space or garage, Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover 400 1,044 0 96 96 Subtotals for structure:39,142 0 10,893 10,893 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:3,559 290 728 1,018 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 155, Summer CFM: 155 5,757 3,596 860 4,457 Humidification (Winter) 14.76 gal/day :5,412 0 0 0 AED Excursion:0 0 186 186 Total Building Load Totals:53,869 5,988 22,426 28,413 Check Figures Total Building Supply CFM:1,006 CFM Per Square ft.:0.260 Square ft. of Room Area:3,874 Square ft. Per Ton:1,636 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,869 Btuh 53.869 MBH Total Sensible Gain:22,426 Btuh 79 % Total Latent Gain:5,988 Btuh 21 % Total Cooling Required Including Ventilation Air:28,413 Btuh 2.37 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, November 16, 2017, 3:36 PM Date Certificate Posted x Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X R-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct ChokeCherry Hill 4th - Lakeville Plan ID 5486 South Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location Other Please Describe Here Below Entire Slab To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Insulation Location Fo a m , C l o s e d C e l l Fo a m O p e n C e l l Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 8673 189th Street W 155 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC48080S17 Average U-Factor (excludes skylights and one door ) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Mi n e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Appliances Model R-value0.30 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 75 50%=88 90%=158 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 53869 HEAT GAIN 22426 COOLING LOAD 28413 Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System 01/28/19 X KP