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Home My WebLink AboutLA167373 - 8631 189th St 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: 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'-0" 6 " 1'-0" 6 : 1 2 6 : 1 2 6 " 1'-0" 6 " 1'-0" 6 " 1'-0" 6" 6 " 1'-0" 6 : 1 2 6 : 1 2 4 : 1 2 6 : 1 2 6 : 1 2 A A B B B B A A C C 3 6 ' R I D G E V E N T 11' RIDGE VENT 8 ' R I D G E V E N T 3'-0" 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 3 1/2" TRIM 5 " T R I M 3 1/2" TRIM 5 " T R I M 5 " T R I M A T F R O N T W / S H U T T E R S 1 / 2 " = 1 ' - 0 " T Y P I C A L W D W T R I M 5 " T R I M HARRISON 'A' FRON T 3-CAR GARAGE 1 x XXXXXADDRESS NUMBER STEEL PANEL OVERHEAD DOOR I C E & W A T E R AL U M I N U M F L A S H I N G B E H I N D S T O O P FF 1'-0"7 7/16"6 12 6 : 1 2 P I T C H 6 " 4 : 1 2 P I T C H F F D 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 6 5 - A - 3 . 1 H A R R I S O N D R A W N : 1 2 - 4 - 2 0 1 5 - A W R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W S P E C H O M E C U S T : AMERICAN CLASSIC R A I N D I V E R T E R 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 P L A N S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T R E E T W P E R M I T / C O N S T . P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G 6 1 2 6 1 2 1 ' - 0 " 7 7/16" 1 ' - 0 " 7 7/16" R I G H T E L E V A T I O N 1 / 8 " = 1 ' - 0 " A 6 : 1 2 P I T C H 1'-0"7 7/16"1x CED A R 6 " 6"6 126:12 PITCH 6 : 1 2 P I T C H LEFT ELEVATION1/8"=1'-0" R E A R E L E V A T I O N 1 / 8 " = 1 ' - 0 " 42" MIN BELOW FINISHED GRADE ALL EXTERIOR FTGS TO BE MAINTAIN 6" MIN SEPARATION WOOD to EARTH F L A S H O V E R A L L E X T O P G S A S P H A L T S H I N G L E S A 6"7 7/16"1'-0"7 7/16"6 12612A1'-0"A 6 : 1 2 P I T C H A 6 " 124 40% TO 50% NE A R R I D G E VENT 1/300th OF R O O F A R E A REMAINDER IN S O F F I T PER IRC SECTI O N R 8 0 6 . 2 F F GRADE ELEV1085.33 GRADE ELEV1086.0 GRADE ELEV1086.0 G R A D E E L E V 1 0 8 6 . 0 G R A D E E L E V 1 0 8 6 . 0 G R A D E E L E V 1 0 8 6 . 0 G R A D E E L E V = 1 0 8 6 . 0 GRADE ELEV = 1085.33 Secure door c l o s e d u n t i l d e c k i s constructed wi 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 3 / 0 5 / 2 0 1 9 s h u t c h i n s 4'-4"2540 CSMT.EGRESS WDW4'-3"DROP EGRESS FOUNDATION 6"SLEEVE DRAIN TILE 36'-0"6'-8" 42'-8" 2 4 ' - 4 " 3 9 ' - 0 " 6'-0"4'-2"16'-0"22'-0"40'-0"8'-2"11'-10" 1 8 ' - 4 " 49'-0"20'-8" 2 ' - 2 1 / 2 " 2'-2 1/2"4'-4 1/2"16'-3" 1 3 ' - 6 1 / 2 " 1 3 ' - 7 1 / 4 " 3 1 / 2 " F U T U R E F A M I L Y R M U P 1 6 R UNEXCAVATED 3'-8"15'-10" FUTUREBEDRMB A S 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 7 ' - 0 " 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 10'-0"2'-0" 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 1 6 " x 8 " C O N C . F T G . 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 10" TREAD CUT 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 16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.6" CURB, 2" LED G E POURED CONC. W A L L 16"x8" CONC. FT G . 8" THICKMIN. 3'-6" BELOW G R A D E 16'-0"4'-0" 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 . 8 " T H I C K , 8 ' - 4 " H I G H A N C H O R S A T 6 ' - 0 " O . C . B L O C K A T M I D P O I N T 1 4 x 8 C O N C F T G 6 " H A L F - H I G H C U R B T R E A T E D B O T T O M P L A T E 2 x 6 S T U D S A T 1 6 " O . C . 2 x 6 B R N G W A L L 2x6 BRN G W A L L 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 4'-0"10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 L B S . 2 - 8 H D R 4'-2" 1 9 ' - 9 " 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 . 0 X 2'-8" 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16'-6"19'-6" RADONVENT PIPE 12'-0" COCK SILL S U M P W H F . D . M E C H . / S T O R A G E A C H V 8'-2"12'-2"2-6 8'-0"3'-10"4'-0"154 SQ. FT.34x48 FBGL SHWR36"2'-6"5-0R/I3/4B68 SQ. FT.2-6 HDR 2-48"9'-9 1/4"5'-4 3/4"2X2 FURRWALL2'-1" 9 ' - 4 " 9 ' - 1 " 3 - 2 x 8 F L U S H B E A M 3 - 2 x 8 F L U S H B E A M TREATED 2x8's 16" ON CENTER 6 x 6 T R E A T E D P O S T 1 6 " C O N C . P I E R F T G . M I N . 3 ' - 6 " B E L O W G R A D E 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 9 ' - 1 1 " 5'-4"10" 8 " 8 " C A N T . J O I S T S 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 " POINT LOAD ABOVE32x32x14 CONC. FTG POINT LOAD ABOVE30x30x12 CONC. FTG 4 2 5 S Q . F T . 20'-2"TPH 24" TOWEL BAR R A D O N V E N T P I P E 2 ' - 1 " D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P C # 6 2 0 : 1 2 - 3 - 2 0 1 8 - L L R E V I S E D : 2 - 1 4 - 2 0 1 9 - M G 2 ' - 3 " 4'-4" D R O P W E L L F O U N D A T I O N 6 " E G R E S S W I N D O W S 5 0 4 0 S L I D E R 7'-2" 8 ' - 0 " 1 3 ' - 8 " 1 4 ' - 6 " 6 ' - 4 " 1 0 1 5 S Q . F T . 2 2 x 2 2 x 1 2 C O N C . P A D F T G . 10'-0"49'-0" 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 5 S Q F T / 5 5 L I N F T = 0 . 2 7 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 / 3 9 L I N F T = 0 . 5 1 R A T I O R I G H T S I D E F O U N D . W A L L : - 1 9 S Q F T / 3 6 L I N F T = 0 . 5 3 R A T I O L E F T S I D E F O U N D . W A L L : - 1 0 S Q F T / 1 6 L I N F T = 0 . 6 2 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 0 R - 1 0 R E Q U I R E M E N T S 2 2 x 2 2 x 1 2 C O N C . P A D F T G . 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 POINT LOAD ABOVE30x30x12 CONC. FTG 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 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 . L O O K O U T & F U L L B S M N T F B S A T : LOOKOUT &FULL BSMNT FBS AT:BRACING A T FULL BSM T O N L Y FOUNDAT I O N B R A C I N G A T F U L L B S M T O N L Y F O U N D A T I O N P L A N O P T I O N S S E C O N D E G R E S S W E L L SLEEVE DRAIN TILE P L A N S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T . W P E R M I T / C O N S T . W I N D O W & D O O R S C H E D U L E - F U L 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 2 5 4 0 C S M T 0 . 2 7 2 8 3 / 4 " X 4 8 1 / 2 " # 1 B E D R O O M 0 . 2 5 5 0 4 0 S L I D E R 0 . 2 9 6 0 " X 4 8 " 1 F A M I L Y R O O M 0 . 3 2 COCK SILLTHRU PLATES GROUNDING ROD DROPPED 8" 9 0 8 . 5 904.6908.73 D R O P P E D 8 " F O U N D A T I O N G A R A G E DROPPED 8"FOUNDATION GARAGE (2) 7-1/4" VERSA-LAM ( 3 ) 7 - 1 / 4 " V E R S A - L A M K I T . H D - F L R 4 ' - 8 1 / 2 " U P 1 6 R D N 1 6 R 16'-0"4'-0" 16'-0"22'-0"40'-0" 36'-0"4'-0" 40'-0" 12'-0"19'-6" 4 9 ' - 0 " 2 0 ' - 8 " 2 ' - 8 " 2 ' - 0 " 1 0 ' - 4 " 10'- 4 " 1 S T F L O O R P L A N 1 / 4 " = 1 ' - 0 " 1 0 8 1 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 8 ' - 0 " 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 G R E A T R O O M 3 9 ' - 0 " 6 ' - 4 " F O Y E R H D - F L R 1 6 x 7 O V E R H E A D D O O R W O O D P O R C H 1 8 ' - 4 " 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 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G W / W O O D C A P 3 6 " H I G H H A L F W A L L 2 0 ' - 2 " 10' TREAD CUT W / 1 4 " T R A N S O M 8-0 x 8-0 OPG 3 - 0 W / 3 0 5 0 - 2 S H 2 0 A M P . M I C R O H O O D C I R C U I T R A N G E 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 ( S E E S E C T I O N ) 1 1 ' - 4 " 4 ' - 8 " 3 ' - 4 " 2 ' - 3 " G A R A G E S L O P E T O D O O R S 4 " C O N C F L O O R 6 2 5 S Q . F T . T Y P I C A L 2 x 6 G A R A G E W A L L S 8x7 OVERHEAD DOOR MFD TRUSSES AT 24" O.C.FLUSH BEAM2'-0" 4'-2" F L U S H L V L B E A M 2'-0" 6'-0" R E F . 2'-3" 2 - 0 F L E X C P T . D I N I N G H D - F L R 10'-0" 4'-6" 14" MFD I-JOISTS INSTALL PER MFRS SPECS 14" MFD I-JOISTS INSTALL PER MFRS SPECS 4 ' - 8 1 / 2 " 6 ' - 7 1 / 2 " T R A N S O M R A D O N V E N T P I P E 2 x 6 9 " 9 ' - 4 " 9 ' - 1 " 8 " 2 ' - 4 " 1'-4"6'-8"8'-0" 4 - 0 5 ' - 0 " 6 ' - 4 " 10'-7 3/4"7'-0" 6 ' - 0 1 / 2 " 6'-4 1/4" DW SINK 2 X 4 W A L L S F R A M E D 3 4 1 / 2 " A . F . F . 12" OVERHANG 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 0 " S Q U A R E B O X E D C O L U M N 8 " 6 0 6 8 S G D 1 2 6 S Q . F T . 14" MFD I-JOISTSINSTALL PER MFRS SPECS5'-3"4'-9" 3'-1" 3 1 / 2 " 6 ' - 1 1 / 2 " 3 ' - 3 " 3'-7"6'-8"4'-9 1/4"3040 SH 7 ' - 6 " 2 - 8 5'-9"2-4 4 ' - 7 3 / 4 " 3-0 x 8-0 OPG 9 ' - 1 1 " 1/2 BHD-FLR 6'-8" TPH 24" TOWEL BAR HD-F L R W.I . C . 2-8 9 ' - 5 " 9'-5"BOOT BENCHMU D R M HD-FL R 2 - 4 PED.5'-10"2X6 4'-8"3'-6" 3 0 5 0 - 2 S H 1 3 ' - 4 " 4'-0"10'-0" 4 9 ' - 0 " O N A L L W A L L S & C E I L I N G G Y P . B O A R D N O T E : 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 G R E A T R M 7 ' - 6 " P L A N O P T I O N S C O R N E R F I R E P L A C E C . T . B A C K S P L A S H A T K I T C H E N B O O T B E N C H w / C O A T R A C K H D - F L R TILE BACKSPLASH 6 ' - 4 " 4 ' - 5 3 / 4 " 4'-11 3/4" G A S F P R G H O P G 4 2 " x 4 0 1 / 8 " P L A N S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T . W P E R M I T / C O N S T . 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 # 1 F O Y E R 0 . 2 3 3 0 5 0 S H 1 B E D R M # 2 2 W 3 0 5 0 S H 1 F L E X 2 W 3 0 5 0 S H 1 G R E A T R O O M 6 0 6 8 S G D W / T R A N S . 1 D I N I N G 3 8 . 2 5 " X 9 5 . 2 5 " 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 7 2 1 / 8 " X 9 4 " 0 . 3 2 3 0 4 0 S H 1 C O M M A N D C E N T E R 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 G A S W/ COAT RACK D R O P P E D 8 " W O O D S T E P S W / H A L F W A L L S h e a r w a l l 5 / S 1 P F G 4 / S 1 5 5 5 6 6 7 7 7 1 0 5 (2) 9-1/2" VERSA-LAM (3) 14" VERSA-LAM ( 2 ) 1 4 " V E R S A - L A M ( 2 ) 1 4 " V E R S A - L A M 5-1/4" x 7" VERSA - L A M 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M (2) 7-1/4" VE R S A - L A M ( 2 ) 9 - 1 / 2 " V E R S A - L A M ( 2 ) 9 - 1 / 2 " V E R S A - L A M ( 1 ) 1 4 " V E R S A - L A M 22x30 ATTIC ACCESS 3 9 ' - 0 " 3 ' - 6 " 1 1 ' - 4 " 7 ' - 1 " 7'-6" 2 ' - 6 " 14'-7" 7 ' - 1 0 " 36'-0"4'-0" 40'-0" 11'-8"12'-6"11'-10" 2'-6"13'-2"40'-0"8'-6 3/4"15'-9 1/4" 3 9 ' - 0 " 2 0 ' - 8 " 5 ' - 6 " 5'-6" 1 8 ' - 4 " 6 ' - 0 " OW N E R S BE D R M CPT . 2 N D F L O O R P L A N 1 / 4 " = 1 ' - 0 " 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 1 4 4 1 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 0 1 / 2 " U . N . O . M F D T R U S S E S A T 2 4 " O . C . GIRDER TRUSSThese 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 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G 7 2 " W . I . C . C P T . B E D R M # 3 C P T . B E D R M # 4 C P T . BEDRM # 5 CPT. G A M E R O O M C P T . 10'-2" 5'-8" 7'-8"3'-6" 4'-8" 6 ' - 6 " 6 ' - 6 " 4 ' - 9 " 1 ' - 9 " 3'-8" 7 ' - 0 " 2 ' - 6 " 3 ' - 8 " 2 ' - 8 " 2 ' - 6 " 1 3 ' - 2 " 3 ' - 8 " 11'-6" 9 ' - 2 " 4 ' - 8 " 6'-4" 1 2 ' - 6 " 2 - 4 2 - 4 2 - 6 2 - 4 2 - 6 2 - 6 2 - 6 5 - 0 4 - 0 4 - 0 4-0 H D - F L R B A T H # 2 D N 1 6 R MFD TRUSSES AT 24" O.C. 3 4 x 6 0 F B G L S H W R 7 2 " O W N E R S B A T H H D - F L R 2 - 4 4 2 x 6 0 F B G L T U B 3'-9" 3 0 5 0 - 2 S H 3 0 4 0 S H T E M P G L 2 ' - 7 3 / 4 " 5 ' - 1 3 / 4 " 2 ' - 6 " 3 1 / 2 " 5 ' - 1 3 / 4 " 3 0 5 0 S H 3050 SH 6 ' - 1 0 " 6 ' - 4 " 3050-2 SH 3 0 5 0 S H 4 2 " H I G H H A L F W A L L W / W O O D C A P 4'-7"7'-0" R A D O N V E N T P I P E 5 - 0 T U B / S H W R 2x6 WALL 5'-10" 1 ' - 1 1 " 1'-9" 2 ' - 9 " 6'-2" 2 2 x 3 0 A T T I C A C C E S S 2-8HD-FLR LAU.WASHDRY 2x6 WALL3'-11"WIRE SH. 6 " S P L A S H 7 ' - 1 3 / 4 " 1'- 6 " 3 ' - 4 1 / 2 " 135° 1 3 5 ° T P H 24" TOWEL BAR TPH 24" TOWEL BAR N O T O P P L A T E S A T G I R D E R T R U S S P L A N S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T . W P E R M I T / C O N S T . P L A N O P T I O N S 2 N D S I N K A T B A T H # 2 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 # 2 W 3 0 5 0 S H 1 B E D R M # 4 2 W 3 0 5 0 S H 1 O W N E R S B E D R M 3 0 5 0 S H 1 G A M E R O O M 3 0 5 0 S H 1 B E D R M # 3 3 0 4 0 S H 1 O W N E R S B A T H 3 0 5 0 S H 1 B E D R M # 5 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 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 4 4 4 4 4 4 4 45-1/4" x 5 1/4" VERSA-LAM 1.7 2 6 5 0 S P ( 2 ) 7 - 1 / 4 " V E R S A - L A M (2) 7-1/4" VE R S A - L A M F U T U R E F A M I L Y R M U N E X C A V A T E D F U T U R E B E D R M R A D O N V E N T P I P E 1 / 4 " = 1 ' - 0 " 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 A / C W P 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 D 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 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G 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 S U M P W H F . D . A C H V M E C H . / S T O R A G E R / I 3 / 4 B S 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 S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T . W P E R M I T / C O N S T . P L A N O P T I O N S C O N C R E T E E G R E S S W E L L K I T . 1/4"=1'-0"GREATROOMFOYERGARAGEP O R C H F L E X D I N I N G R A D O N V E N T P I P E ELECTRICAL PLAN 1ST FLOOR DISP. D W P H U S B S S T CHIME S WPSSSSSWPSSPRINKLERSYSTEMRECEPTACLEGFI S C E I L I N G F A N R O U G H - I N S S S S D S D S D S S S D / C M D C P H S S O W N E R S B E D R M 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 6 . 0 X B E D R M # 3 B E D R M # 4 W . I . C . B E D R M # 5 G A M E R O O M B A T H # 2 L A U . O W N E R S B A T H E L E C T R I C A L P L A N 2 N D F L O O R S S D S S S D / C M D S S S G F I S G F I SS S S 2 2 x 3 0 A T T I C A C C E S S F A N L F A N D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G R R R R A D O N V E N T P I P E S F A N L 1/2 B SFANSGFICSSSSS W.I.C.MUDROOMSHCP S G F I S C / D C / D P E N D . P E N D . 4'-0"7'-8 1/2" 7 ' - 9 " S RR RR EQ.EQ.S S TECH TUBECENTEREDABOVE FP P L A N S L O T 1 1 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 6 3 1 1 8 9 T H S T . W P E R M I T / C O N S T . P L A N O P T I O N S C O R N E R F I R E P L A C E C . T . B A C K S P L A S H A T K I T C H E N B O O T B E N C H w / C O A T R A C K 2 N D S I N K A T B A T H # 2 K I T C H E N P E N D A N T L I G H T S G R E A T R O O M R E C E S S E D L I G H T P A C K A G E GFI 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 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G 9'-1 1/8" 10'-3 7/8" C O N C W A L L 9'-8 1/4" 8'-1 1/2"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 M F D T R U S S 1 ' - 0 " 6 1 2 7 7/16" M F D T R U S S 3 6 ' - 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 1/4" 8'-1 1/2"8'-1 1/8" 3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR 14" MFD I-JOISTS M F D T R U S S 1 ' - 0 " 6 1 2 7 7/16" MFD TRUSS 6 12 36'-0"1/4"=1'-0"CROSS SECTION B-B 4" CONC. FLOOR GIRDER TRUSS4'-0" 1 ' - 0 " 6 1 2 GARAGE F O Y E R GAMEROOM G R E A T R O O M 1 ' - 0 " 7 3/16" 4 1 2 6 ' - 0 " D R O P P E D B E A M G R E A T R O O M B E D R M # 4 F L U S H B E A M B E D R M # 3 O W N E R ' S B E D R M 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 7 3/16" 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 8 J O I S T S 5 / 4 " D E C K I N G 2 - 2 x 8 D R O P P E D B E A M 6 ' - 0 " 6 ' - 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 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 " W O O D P O R C H 18" MFD FLOOR TRU S S E S 3'-0"4 12DROPPED 8"11'-5 3/8" 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 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 P E R M I T / C O N S T R U C T : 2 - 1 4 - 1 9 - M G TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN 5/4" x 10" - WOODGRAIN10" SQUARE COLUMN 9 1/2"9 1/2"6x6 POST BLOCKING 2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0" 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 . 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 5 0 % T O 8 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 , 8 ' - 4 " 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 ) 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 W / V A P O R B A R R . 5 / 8 " G Y P . B D . 9'-1 1/8" 10'-3 7/8"9'-8 1/4" 8'-1 1/2"8'-1 1/8" 39'-0"3 1/2" CONC. FLOOR 6'-8"MIN HEADROOM HAND RAIL ALL STAIRS PROVIDE MIN. 6'-8" HEADROOM 3) LSL STRINGERS 7 3/4" MAX RISE 10" TREAD CUT STAIR DATA3/4" 250 SUBFLOOR14" MFD I-JOISTS3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL 18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-C LAU. B A T H # 2 6'-8"MIN HEADROOM 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 OF STONE 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 4 ' 0 " 2 B2 2 B e a m b y o t h e r s 6 ' 0 " 1 B3 2 B e a m b y o t h e r s 4 ' 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 (3 ) 1 - 3 / 4 " X 7 - 1 / 4 " X 6 ' VE R S A L A M L V L B1 B3 B3 B 2 B 2 4 0 ' 0 " 4 ' 0 " 3 6 ' 0 " 20 ' 8 " 18 ' 4 " 39 ' 0 " 20 ' 2 " 1 6 ' 0 " 10 ' 0 " 2 ' 0 " 2 2 ' 0 " 1 6 ' 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 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B3 1 B e a m b y o t h e r s 6 ' 0 " 1 B1 B2 B3 39 ' 0 " 1 6 ' 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 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B2 1 B e a m b y o t h e r s 8 ' 0 " 1 B3 1 B e a m b y o t h e r s 4 ' 0 " 1 B3 B2 B1 39 ' 0 " 1 6 ' 0 " UNEXCAVATED4TH STALL OPT.AT THIS AREA 16' 0" 22' 0" 2' 0" 10' 0" 10' 0" 20' 8" Sheet: 1 of 4DWG: Basement BeamsFile: Plan #5465-A-GLBy: Anthony EstevezDate: 11-15-16Scale: 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 #5465-A-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 FOURTH 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 2 U S P H D 1 7 1 1 2 H2 1 2 U S P T H F 1 7 1 4 0 H3 8 U S P T H F 2 3 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 3 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 J2 1 6 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 0 " 1 J3 7 1 4 " B C I ® 6 0 0 0 s - 1 . 8 4 0 ' 0 " 1 J4 6 1 4 " B C I ® 6 0 0 0 s - 1 . 8 2 2 ' 0 " 1 J5 9 1 4 " B C I ® 6 0 0 0 s - 1 . 8 2 0 ' 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 0 ' 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 4 ' 0 " 2 B3 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 B4 4 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B5 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 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 0 ' 0 " 1 B7 3 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 " 3 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 4 ' 0 " 2 B9 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 0 1 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 ' 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 4 ' 0 " 1 Ca 1 1 4 1 - 1 / 8 " x 1 4 " B C R I M B O A R D O S B 1 2 ' 0 " 1 Bk 1 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 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 ST A I R W A Y PO R C H F R A M I N G BY O T H E R S BC I 4 5 0 0 s @ 1 9 . 2 " O C BC I 4 5 0 0 s @ 1 9 . 2 " O C BC I 6 0 0 0 s @ 1 9 . 2 " O C BC I 6 0 0 0 s @ 1 9 . 2 " O C ST A R T F R A M I N G H E R E JO I S T S @ 1 9 . 2 " O C ( U . N . O . ) GA R A G E Pt 3 Pt 3 Pt 3 Pt 1 Pt 2 B5 B 6 B8 B 6 B4 B4 B1 0 B1 2 B1 1 B9 B1 B2 B3 B 7 B1 2 C a 1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 Ca 1 Bk 1 C a 1 J 1 H1 H1 H 2 H2 H2 H3 J3 J4 J2 J2 J1 J5 20 ' 8 " 18 ' 4 " 39 ' 0 " 4 ' 0 " 3 6 ' 0 " 1 ' 7 3 / 1 6 " 1 ' 4 " 10 ' 0 " 1 6 ' 0 " 10 ' 0 " 4 ' 0 " 2 2 ' 0 " 2 ' 0 " 4 0 ' 0 " GARAGE4TH STALL OPT.AT THIS AREA STAIRWAY16' 0" 10' 0" 2' 0" 22' 0" 10' 0" 20' 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 4 ' 0 " 2 B2 1 B e a m b y o t h e r s 4 ' 0 " 1 ST A I R W A Y SI N G L E TR I M M E R S B1 B 2 39 ' 0 " 3 6 ' 0 " 1 6 ' 0 " 10 ' 0 " Sheet: 2 of 4DWG: Upper Floor FramingFile: Plan #5465-A-GLBy: Anthony EstevezDate: 11-15-16Scale: 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.10-11-18 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 #5465-A-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 FOURTH STALL OPTION BE D W / B A T H O P T 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 4 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 4 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 . 7 2 6 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 RE L O C A T E W I N D O W HE A D E R A T W A L K - I N SH O W E R O P T I O N SI N G L E TR I M M E R S Pt 1 Pt 1 B2 B3 B1 B1 B3 B3 B3 4 0 ' 0 " 39 ' 0 " 3 6 ' 0 " 4 ' 0 " 18 ' 4 " 20 ' 8 " Sheet: 3 of 4DWG: Upper Floor HeadersFile: Plan #5465-A-GLBy: Anthony EstevezDate: 11-15-16Scale: 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.5-23-18 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 #5465-A-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 REVISED: USE SIMPSON DTT1Z ANCHORS PER HANSON GROUP COPYRIGHT HANSON GROUP LLC 2018© Print Name: Signed: Ryan Mack 3407 Kilmer Lane NorthSuite 4 Plymouth, MN 554416GN 612-708-3572 ofSheet: Drawing Date: Project Number: 11 5.050 May 3, 2018 SA1 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:5-3-18 46673Date: 2TQLGEV %NKGPV RevDate ADDENDUM THIS SHEET IS AN ADDENDUM TO THE FULL SIZE STRUCTURAL DRAWINGS ISSUED BY THE HANSON GROUP. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. D R Horton 20860 Kenbridge Court #100 Lakeville, MN 55044 5465-A, B, & C Models Minnesota Construction PARTIAL MAIN LEVEL HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED) REFERENCE PLAN (7 - F T ) (7 - F T ) (6-FT)BRACED WALL LINE (7-FT) THIS BRACED WALL PANEL MAY BE REMOVED IF 7-FT BRACED WALL PANEL IS ADDED NEXT TO THE STAIR AS SHOWN DRH 5465 SouthEast 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 DRH 5465 SouthEast Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 5465 SouthEast 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 Southeast 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%72 42 Check Figures Total Building Supply CFM:946 CFM Per Square ft.:0.263 Square ft. of Room Area:3,603 Square ft. Per Ton:1,530 Volume (ft³):29,905 Building Loads Total Heating Required Including Ventilation Air:53,410 Btuh 53.410 MBH Total Sensible Gain:21,418 Btuh 76 % Total Latent Gain:6,847 Btuh 24 % Total Cooling Required Including Ventilation Air:28,266 Btuh 2.36 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, 2:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5465 SouthEast 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 2.36 1,530 3,603 21,418 6,847 28,266 53,410 626 946 946 System 1 2.36 1,530 3,603 21,418 6,847 28,266 53,410 626 946 946 12x14 Ventilation 1,093 4,397 5,490 5,942 Supply Duct Latent 240 240 Return Duct 125 109 234 680 Humidification 5,906 Zone 1 3,603 20,201 2,101 22,302 40,880 626 946 946 12x14 1-Basement 1,081 2,871 0 2,871 12,228 187 135 135 2--5 2-Main Floor 1,081 10,525 2,101 12,626 13,965 214 493 493 5--6 3-Second Floor 1,441 6,804 0 6,804 14,687 225 319 319 3--6 Thursday, November 16, 2017, 2:28 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5465 SouthEast 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 0.29 305 8,233 0 7,430 7,430 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 612 612 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 576 2,956 0 394 394 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2583.2 14,608 0 2,736 2,736 DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 8' floor depth 312 1,601 0 214 214 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 462 2,008 0 634 634 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 1441.1 2,884 0 1,690 1,690 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 1081 2,539 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 413.3 1,079 0 136 136 Subtotals for structure:37,880 0 13,846 13,846 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:0 0 0 Ductwork:3,681 349 828 1,178 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 4,397 1,093 5,490 Humidification (Winter) 16.11 gal/day :5,906 0 0 0 AED Excursion:0 0 155 155 Total Building Load Totals:53,410 6,847 21,418 28,266 Check Figures Total Building Supply CFM:946 CFM Per Square ft.:0.263 Square ft. of Room Area:3,603 Square ft. Per Ton:1,530 Volume (ft³):29,905 Building Loads Total Heating Required Including Ventilation Air:53,410 Btuh 53.410 MBH Total Sensible Gain:21,418 Btuh 76 % Total Latent Gain:6,847 Btuh 24 % Total Cooling Required Including Ventilation Air:28,266 Btuh 2.36 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, 2:28 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:4 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct ChokeCherry Hill 4th - Lakeville Plan ID 5465 SouthEast 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 8631 189th Street W 170 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SB48080S17 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 85 50%=88 100%=176 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 53,410 HEAT GAIN 21,418 COOLING LOAD 28,266 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 03/14/19 X KP