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LA175547 - 7528 205th St W Permit Pack
CANNOT HOOK TO CITY SEWER/WATER 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. 2016C R O O F P L A N 1 / 8 " = 1 ' - 0 " 6 : 1 2 6 : 1 2 6 : 1 2 6 : 1 2 6 : 1 2 6 : 1 2 C C C C A A A A B B B B 1'-0" 1'-0" 1'-0" 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1'-0" 1'-0" 1'-0" 3 ROOF VENTS 5 R O O F V E N T S 4 R O O F V E N T S ICE & WATERALUMINUM FLASHINGBEHIND STOOP 1x 1 ' - 0 " 7 7/16" 6 1 2 XXXXXADDRESS NUMBER STEEL PANEL OVERHEAD DOOR A 6:12 PITCH 6 : 1 2 P I T C H D D 1'-0"8' RAIN DIVERTERTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE 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 3 0 1 0 - B - 3 . 3 R U S H M O R E D R A W N : 3 - 2 9 - 2 0 1 6 - A W P E R M I T / C O N S T R U C T : 9 - 2 7 - 1 9 - L L S A L E S M O D E L C U S T : A D I V I S I O N O F D . R . H O R T O N I N C RUSHMORE - 301 0 B F R O N T P L A N S L O T 7 , B L K 4 , M E R I D I A N F I E L D S 1 8 0 0 F I E L D D R I V E P E R M I T / C O N S T R U C T I O N R E F S I D I N G L E G E N D A L A P S I D I N G " B " ( C O L O R 1 ) L A P S I D I N G " A " ( C O L O R 1 ) P R O D U C T C B D 5 " T R I M N O T U S E D 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 S A L E S M O D E L C E D A R C R O S S I N G 1 x 1 ' - 0 " 7 7/16" 6 1 2 X X X X X A D D R E S S N U M B E R 6 : 1 2 P I T C H D D 8 ' R A I N D I V E R T E R LEFT ELEVATION1/8"=1'-0" R E A R E L E V A T I O N 1 / 8 " = 1 ' - 0 " R I G H T E L E V A T I O N 1 / 8 " = 1 ' - 0 " 2x T R E A T E D 42" MIN BELOW FINISHED GRADE ALL EXTERIOR FTGS TO BE A 1 ' - 0 " 7 7/16" 6 1 2 A 1'-0"7 7/16"6 12A 1 x C E D A R FLASH 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 6 : 1 2 P I T C H 6 : 1 2 P I T C H 1'-0" 1 ' - 0 " 1 ' - 0 " 6 : 1 2 P I T C H 1 ' - 0 " 6:12 PITCH1'-0"1'-0"7 7/16"40% TO 5 0 % N E A R R I D G E VENT 1/3 0 0 t h O F R O O F A R E A REMAIN D E R I N S O F F I T PER IRC S E C T I O N R 8 0 6 . 2 W / S I D E W A L K G A R A G E S E R V I C E D O O R 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 1 0 / 2 2 / 2 0 1 9 d m a t h e w 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 UNFINISHEDCRAWL SPACE 4 6 ' - 0 " 6 ' - 6 " 50'-0"38'-0"12'-0" 50'-0" 28'-0"22'-0" 20'-0"2'-0"16'-3"11'-9" 4 6 ' - 0 " 17'-0" 2 9 ' - 0 " 1 9 ' - 2 " 9 ' - 1 0 " 5'-6"5'-10"1'-5 1 / 2 " 1 6 ' - 3 " 1 ' - 5 1 / 2 " 8 1 / 2 " 8 ' - 3 " 1 0 1 / 2 " 1 6 ' - 3 " M . O . 8 ' - 3 " M . O . 17'-0" 2 9 ' - 0 " 8 ' - 6 " U P 7 R 2 - 8 2 - 8 6'-8"5'-4"POURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGH U N E X C A V A T E D 6 " C U R B ( O M I T C U R B A T G A R A G E D O O R O P E N I N G S ) 6 " T H I C K 1 6 " x 8 " F T G . P O U R E D C O N C . W A L L M I N . 3 ' - 6 " B E L O W G R A D E 6 " C U R B , 2 " L E D G 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 . 8 " T H I C K M I N . 3 ' - 6 " B E L O W G R A D E 6 " C U R B , 2 " L E D G E 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 M I N . 3 ' - 6 " B E L O W G R A D E 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 . P O U R E D C O N C . W A L L A N C H O R B O L T S A T 6 ' O . C . T R E A T E D B O T T O M P L A T E 1 8 x 8 C O N C . F T G . 8 " T H I C K , 3 ' - 6 " H I G H ACCESSPROVIDE A N C H O R S A T 6 ' - 0 " O . C . 1 4 x 8 C O N C F T G 4 " 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 4 S T U D S A T 1 6 " O . C . 2 x 4 B R N G W A L L 4 ' - 8 " 2 3 ' - 1 0 " 1 0 ' - 0 " 12'-9"3'-6"3'-6" 8'-3" TREATED 2x8's16" ON CENTER16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE 6x6 POST5'-8"2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM2-2x8 FLUSH BEAMThese 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. 2016C 2 X R U S H M O R E - 3 0 1 0 - B - 3 . 4 - G R P C # 6 7 3 : 7 - 2 2 - 2 0 1 9 - L L P C # 6 4 6 : 3 - 2 6 - 2 0 1 9 - L L P E R M I T / C O N S T R U C T : 9 - 3 0 - 1 9 - L L R E V I S E D : 1 0 - 3 0 - 1 9 - C F N O T E : 3 ' - 6 " 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 B A S E M E N T P L A N S C A L E : 1 / 4 " = 1 ' - 0 " 6'-0"6'-1"8"POURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADE 1 3 ' - 1 0 " 11 7/8" MFD I-JOISTSINSTALL PER MFRS SPECSANCHORS AT 6'-0" O.C.14x8 CONC FTG 4" HALF-HIGH CURB TREATED BOTTOM PLATE 2x4 STUDS AT 16" O.C.2x4 BRNG WALL8'-0"5'-0"4'-0"DROPPED HDRANCHORS AT 6'-0" O.C.14x8 CONC FTG 4" HALF-HIGH CURB TREATED BOTTOM PLATE 2x4 STUDS AT 16" O.C.2x4 BRNG WALL8'-0"5'-0"4'-6"DROPPED HDR 11 7/8" MFD I-JOISTSINSTALL PER MFRS SPECS11 7/8" MFD I-JOISTSINSTALL PER MFRS SPECS 12'-9"14'-10 3/4"10'-4 1/4" 5 ' - 5 1 / 2 " 1 ' - 0 " U T I L I T Y 1 4 3 S Q . F T . A C H V W H F . D . S U M P E R V W D 1 2 ' - 7 3 / 4 " 1 ' - 1 1 / 2 " 9 ' - 9 1 / 4 " D R O P P E D H D R S & W SLEEVE 1 ' - 1 1 / 2 " DBL JOIST ATCOLUMN ABOVEDBL JOIST ATCOLUMN ABOVE 3'-0" COCK SILL 694 SQ. FT. 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 POURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGH W I N D O W & D O O R S C H E D U L E - W A L 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 6 0 6 8 S G D 0 . 3 1 7 2 1 / 8 " X 8 0 " L O C A T I O N S H G C F A M I L Y R O O M 0 . 3 2 # 1 0 . 3 1 1 0 . 3 1 B E D R O O M 3 0 5 0 S H 3 6 1 / 4 " X 6 0 1 / 4 " T H E F R A M E R W I L L I N S U L A T E , P O L Y & I N S T A L L B E F O R E F R A M I N G F U L L O S B S H E A T H I N G O N T H E H E I G H T 2 x 4 F U R R I N G W A L L E X T E R I O R 2 X 6 S I D E - W A L L FULL HEIGHT 2x4 FURRING WALL 2x6 EXTERIOR WALL R O O M I S F I N I S H E D , N O T E : W H E N F A M / R E C 10'-0" 6 - 0 S G D 3 0 5 0 S H 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 . 8 " P O U R E D C O N C . W A L L A N C H O R B O L T S A T 6 ' O . C . T R E A T E D B O T T O M P L A T E 6 " C U R B , 2 " L E D G E 1 6 x 8 C O N C . F T G . M I N . 3 ' - 6 " B E L O W G R A D E 1 0 ' - 6 " F A M . / R E C . R M 3 0 0 S Q . F T . 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 1 2 ' - 0 " 2 - 8 5 - 0 B E D R O O M 1 5 2 S Q . F T . 1 7 ' - 0 " 3 ' - 6 " 7 ' - 6 " 4 ' - 6 " 1 4 6 3 S Q . F T . 4'-0"1'-4" R A D O N V E N T P I P E P E R F O R A T E D ' T ' P I P E T O & C R A W L S P A C E S L A B S E X T E N D U N D E R H O U S E T H E F R A M E R W I L L I N S U L A T E , P O L Y & I N S T A L L W A L L B E F O R E F R A M I N G F U L L O S B S H E A T H I N G O N T H E H E I G H T 2 x 4 F U R R W A L L G A R A G E / H O U S E 2 X 6 C O M M O N S I L L C O C K P L A N S 7 5 2 8 2 0 5 t h S T R E E T W P L A N O P T I O N S . W A L K O U T B A S E M E N T P E R M I T / C O N S T R U C T I O N R E V I S E D : 1 0 / 3 0 / 1 9 A D D F I N I S H E D L . L . B A T H B A T H 7 3 S Q . F T . 2 - 8 TPH 24" TOWEL BAR 3 6 " 5 - 0 F B G L T U B / S H W R 2'-7" 4'-0" F R A M E D D O W N S O F F I T . H O L D A S C L O S E T O M E C H . D U C T S A S P O S S I B L E F I N I S H E D L . L . B A T H ( 2 ) 9 - 1 / 2 V e r s a - L a m ( 2 ) 7 - 1 / 4 V e r s a - L a m ( 2 ) 1 1 - 7 / 8 V e r s a - L a m (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (1)11-7/8 Versa-Lam 8 7 5 . 5 5 . 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 . 46'-0"17'-0"29'-0"11'-9"5'-7" 1 1 ' - 8 " 8'-0"3'-9" 3 ' - 8 " 8 ' - 0 " 50'-0"38'-0"12'-0"5'-10"6'-0"6'-0" 50'-0" 28'-0"22'-0" 2'-10 1/2"10'-0" 20'-0"2'-0"10'-1"2'-8"15'-3" 2'-8"3'-6"3'-6"2'-8"5'-7"8'-8"4'-1" 4 ' - 0 " 7 ' - 8 " 4'-8" 2 3 ' - 1 0 " 10'-4" 1 3 ' - 6 " 6'-4"10'-8"5'-6"5'-2"46'-0"17'-0"29'-0"19'-2" 9 ' - 1 0 " 5'-6"10'-10"4'-6"12'-6"UP8RDN7R B E D R M # 2 BEDRM #3 O W N E R S B E D R M BA T H # 2 FOYER LIVINGROOMKITCHEN 6068 SGD3050 SH 3 0 5 0 S H 3050 SH 3-0 2-8 2-8 2-8 2-85'-10"1' - 1 0 " 10'-4"5 1/2"HD-FLR HD-FLR CPT CPT C P T C P T HD-FL R VAULTEDVAULTEDVAULTED20 AMP.MICRO HOODCIRCUIT RANGEREF.30"PANTRY DWSINK 12" OVERHANG2x4 WALL16x7 OVERHEAD DOOR 8 x 7 O V E R H E A D D O O R GARAGESLOPE TO DOORS 4" CONC FLOOR 618 SQ. FT.TYPICAL 2x6 GARAGE WALLS NOTE: COVERED PORCH113 SQ. FT.5-0 FBGLTUB/SHWR1ST FLOOR PLAN 1 4 6 3 S Q . F T . 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 . 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 6 ' - 1 0 1 / 2 " 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 SCALE: 1/4"=1'-0"9'-7"9'-7" 4 ' - 1 0 " 5 ' - 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. 2016C 3 X OWNERSBATHHD-FLR 2-8 2 - 8 2-8 4-0 4 - 0 2 - 8 2-8 W.I.C.CPT 3'-8"2'-0"4'-0"7'-8"5'-8"6'-1"3'-6"3050-2 SH 18'-2"14'-0"24'-0" 2'-4 1/2" 3 0 5 0 S H 3 0 5 0 S H 10'-1"22x30ATTICACCESSGARAGE-TO-HOUSE COMMON WALL 5/8" GYP. BOARD ONTO UNDERSIDE OF ROOF SHEATHING 8'-1 1/8" CEILING 9"3'-6"1'-6"RADONVENT PIPETYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE 8"DROPPED BEAM 16" WIDE DROPPED SOFFIT(SEE SECTION)8"30"48"SL R U S H M O R E - 3 0 1 0 - B - 3 . 4 - G R P C # 6 7 3 : 7 - 2 2 - 2 0 1 9 - L L P C # 6 4 6 : 3 - 2 6 - 2 0 1 9 - L L P E R M I T / C O N S T R U C T : 9 - 3 0 - 1 9 - L L 24" TOWEL BAR 24" TOWEL BAR TPHTPHW/ WOOD CAP 42" HIGH HALF WALL 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 5 3 3 / 4 " X 8 3 1 / 4 " F O Y E R 0 . 2 3 1 K I T C H E N 3 0 5 0 S H 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 L I V I N G R O O M 6 0 6 8 S G D 1 0 . 3 1 7 2 1 / 8 " X 8 1 " 0 . 3 2 B E D R O O M # 3 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 O O M # 2 3 0 5 0 S H 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 D I N I N G R O O M 2 W 3 0 5 0 S H 1 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " O W N E R S B E D R M 3 0 5 0 S H 2 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 CENTRAL RETURN10'-1 1/2"7'-7 3/4" 22x30 ATTIC ACCESS 3'-0"4'-3"34x60 FBGLSHWRDININGPEAK OF VAULT VAULTED 3'-0"HD-FLR 5'-6"13'-0"HD-FLR CPTCHANGE INCEILING HGT 3" 3'-0" 2 x _ P L A T F O R M 6" P L A T F O R M F R A M I N G 1 / 4 " = 1 ' - 0 " M A G I C P A C K 2'-5 1/2" 4 2 " ( D ) X 4 2 " M I N . ( W ) 3 ' - 6 " M A G I C P A C K T O P O F P L A T F O R M T O B E F L U S H W I T H O P G F O R M A G I C P A C K A N D 3 " ( M I N ) A B O V E T H E T O P O F F O U N D 7-0 HIGH SRO 6'-0" CARPET STEPS 3'-0" 2-9 1/2" LVLS 22'-0" 20'-0"2'-0" 4 ' - 8 " 1 0 ' - 4 " 1 3 ' - 6 " 6 ' - 4 " 2 9 ' - 0 " 1 9 ' - 2 " 9 ' - 1 0 " 5 ' - 6 " F O Y E R 3 - 0 2 - 8 H D - F L R V A U L T E D C O V E R E D P O R C H 1 1 3 S Q . F T . 9 ' - 7 " 9 ' - 7 " 4 ' - 1 0 " 5 ' - 0 " 2 - 8 W . I . C . C P T 3 ' - 6 " 1 ' - 6 " S L 7'-7 3/4" 22x30 ATTIC ACCESS 2 - 2 x 1 0 S Y S T E M I R R I G A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " T E M P . S A L E S O F F I C E P L A N C E D A R C R O S S I N G N O T E : W A L L S A N D C E I L I N G S I N S U L A T E 3 - C A R G A R A G E S U P P L Y A I R 4 0 1 6 G L A S S P A N E L B O T T O M O F W I N D O W @ 6 ' - 0 " 3040 SH 7'-0"3'-9"3'-3"6'-0" 2 - 8 3'-0" SIDEWALK G L A S S D R 3 - 0 S U P P L Y A I R 6 ' - 6 " 2 - 2 X 1 0 2-2X10 3 - 0 4'-2" M A G I C P A C K R G H . O P G . M I N . 6 " 2 9 - 1 / 2 " X 2 9 - 1 / 2 " A B O V E F O U N D . W A L L 2 - 2 X 1 0 S U P P L Y A I R S U P P L Y A I R S U P P L Y A I R S U P P L Y A I R S U P P L Y A I R C A R P E T S T E P S 24" OFF FLOOR 3050 TEMP. GLASS 24" OFF FLOOR 3050 TEMP. GLASS 3 - 0 D R W / G L A S S P A N E L S 1 5 ' - 0 " O V E R A L L L E N G T H 1 2 ' - 6 " I N S I D E D I M . O F F I C E # 1 1 2 5 S Q . F T . O F F I C E # 2 1 2 0 S Q . F T . 1 2 ' - 6 " I N S I D E D I M . 9'-7 1/4" INSIDE DIM. 9'-7 1/4" INSIDE DIM. 1'-11 3/4"6'-6"3'-0"4'-8 3/4"2'-0 1/4" C L C L I S O D I S P L A Y C A B I N E T F R A M E U P T O C E I L . 2 ' - 8 " 3'-3 1/4" 6 ' - 6 " 3 - 0 G L A S S D R S A L E S C E N T E R D I S P L A Y T A B L E 1 5 ' - 2 1 / 2 " I N S I D E D I M . 6 ' - 1 1 / 2 " ( V E R I F Y L O C A T I O N ) 4 ' - 2 " 3 2 8 S Q . F T . WDW BLINDS G L A S S P A N E L S 8 ' - 0 " O V E R A L L L E N G T H W D W B L I N D S WDW BLINDS W D W B L I N D S W D W B L I N D S WDW BLINDS 3 1 / 2 " 5 ' - 1 " 3 1 / 2 " 3'-5" 5'-0" F L O O R C E I L I N G C A T 5 D I S P L A Y W A L L 1 / 4 " = 1 ' - 0 " 5 ' - 8 " F R A M E D I M E N S I O N S D U P L E X I S O C O N S T R U C T I O N P L A N S 7 5 2 8 2 0 5 t h S T R E E T W P L A N O P T I O N S - I N S U L A T E 3 - C A R G A R A G E I R R I G A T I O N S Y S T E M S Y S T E M I R R I G A T I O N 13'-11 7/8"6'-0" 2 - 8 2 - 2 X 1 0 MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.M F D T R U S S E S A T 2 4 " O . C . R E T U R N G R I L L E S O V E R O F F I C E D O O R S R E T U R N G R I L L E S O V E R O F F I C E D O O R S 3'-0" (2)7-1/4 Versa-Lam ( 2 ) 9 - 1 / 2 V e r s a - L a m (2)11-7/8 Versa-Lam (2)9-1/2 Versa-Lam 5 5.5 5 . 5 5 3PFH P F H - 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 ) . B E D R M # 2 B E D R M # 3 O W N E R S B E D R M B A T H # 2 F O Y E R L I V I N G R O O M D I N I N G K I T C H E N G A R A G E C O V E R E D P O R C H S C A L E : 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. 2016C 4 X R U S H M O R E - 3 0 1 0 - B - 3 . 4 - G R P C # 6 7 3 : 7 - 2 2 - 2 0 1 9 - L L P C # 6 4 6 : 3 - 2 6 - 2 0 1 9 - L L P E R M I T / C O N S T R U C T : 9 - 3 0 - 1 9 - L L O W N E R S B A T H 2 2 x 3 0 A T T I C A C C E S S E L E C T R I C A L P L A N 1 S T F L O O R S S D S D S D S D / C M D S S S S S C S G F I S F A N S S P R I N K L E R S Y S T E M R E C E P T A C L E S G F I S S S SS S L L L S D I S P . D W ST R/IBATH UNFINISHEDCRAWL SPACEUNEXCAVATEDSCALE: 1/4"=1'-0"UTILIT Y AC HV W H F.D. S U M P ERVS & W SLEEVEELECTRICAL PLAN UNFINISHED BASEMENT A / C W P SEPERATE 1 5 A M P C I R C U I T W/ SINGL 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 GFI LOW VOLTAGESYSTEM RECEPTACLE S W P SS L L L L C USB C S D W P S S 22x30 ATTIC ACCESS S S G F I F A N L S 6 ' - 0 " S WPFAM./REC . R M L L L L SD/CMD BEDROOMSSDS D D D L L L L L DSSMART HOMESYSTEM RECEPTACLE C H I M E S H C P S S C W . I . C . L L S M A R T H O M E R E C E P T A C L E F O Y E R W . I . C . S S P R I N K L E R S Y S T E M R E C E P T A C L E G F I S S S 22x30 ATTIC ACCESS L L S Y S T E M I R R I G A T I O N S A L E S O F F I C E E L E C . P L A N T E M P O R A R Y G A R A G E S C A L E : 1 / 4 " = 1 ' - 0 " S L L L L L L L L L O F F I C E # 1 S A L E S C E N T E R S T 3'-9"3'-9"EQUAL EQUAL 4 ' - 0 " 4 ' - 0 " 7 ' - 2 1 / 2 " I N C E I L I N G M A G I C P A C K D I M M E R I N C E I L I N G D D D D O F F I C E # 2 S S L C O N S T R U C T I O N P L A N S 7 5 2 8 2 0 5 t h S T R E E T W P L A N O P T I O N S W A L K O U T B A S E M E N T I N S U L A T E 3 - C A R G A R A G E I R R I G A T I O N S Y S T E M SS S Y S T E M I R R I G A T I O N 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. 2016C 5 X R U S H M O R E - 3 0 1 0 - B - 3 . 4 - G R P C # 6 7 3 : 7 - 2 2 - 2 0 1 9 - L L P C # 6 4 6 : 3 - 2 6 - 2 0 1 9 - L L P E R M I T / C O N S T R U C T : 9 - 3 0 - 1 9 - L L 8'-1 1/8"8'-1 1/8" 1 ' - 0 " 1 2 6 7 7/16" M F D T R U S S 4 " C O N C . F L O O R 3 / 4 " 2 5 0 S U B F L O O R 1 1 7 / 8 " M F D I - J O I S T S 4 " C O N C . F L O O R G A R A G E O W N E R S B E D R M B E D R M # 2 2 2 ' - 0 " 2 8 ' - 0 " 3 ' - 6 " P O U R E D C O N C W A L L 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A - A 3 1/2" CONC. FLOOR 3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS 8'-1 1/8" 1 ' - 0 " 1 2 6 7 7/16" 1'-0"7 7/16"2x8 JOISTS 5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE SET ON 10" THICKPOURED CONC. WALL CONC. SIDEWALK DROPPED BEAM L I V I N G R O O M KITCHENUNFINISHEDCRAWL SP A C E M F D T R U S S 3 1 2 38'-0"6'-0"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION B - B DINING 16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE 1'-4"1'-4"2'-0"3'-2"WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAIN W O O D G R A I N P A N E L 4/4" x 3" - WOODGRAIN(FRONT & REAR) 6 x 6 P O S T B L O C K I N G 2 x 4 T R E A T E D 1 / 2 " O S B 4 / 4 " x 3 " - W O O D G R A I N C O R N E R T R I M ( F R O N T & R E A R ) 4 / 4 " x 2 " - W O O D G R A I N C O R N E R T R I M 11 1/4" AT TOP 1 1 1 / 4 " A T T O P 1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAME BEAM 1/2" OSBOVER 2xTREATED FRAME WOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAP S T O N E C A P TAPERED COLUMN WITHSTONE PIER 1/4"=1'-0"1/4"=1'-0" 2 " = 1 ' - 0 " 2"=1'-0" ( S I D E S ) 1 6 " A T B A S E 16" AT BASE1/2"=1'-0"FRONT PORCH LEDGER SECTION 6 78"7 14 "FLASHING ABOVEGRADE TOP OF SUBFLOORTO TOP OF JOIST 6 7/8" FROMAND BELOW TREATED2x8 LEDGER TRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILS (AT LTS19-TZ STRAP)1/2"=1'-0"FRONT PORCH LEDGE R D E T A I L RIM BOARD 1-1/8" OSB11-7/8"I-JST 3/4"1st FLOOR WALLSSUBFLOOR8'-1 1/8"FOUNDATIONWALL 3 / 4 " S U B F L O O R 6-7/8"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...2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE 21" O.C. UP TO 8'-0" SPAN16" O.C. UP TO 10'-0" SPAN S U B F L O O R T O T O P O F L E D G E R OF LEDGER19.2" O.C.I-JOISTSUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACH LATERAL LOAD CONNECTION:OPT #1: 3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY L I N E S U P W I T H B O T T O M B O T T O M O F L E D G E R O F S I L L P L A T E 1 / 2 " D I A M E T E R L A G S C R E W S INSTALLED STAGGERED IN 2 ROWS LAG SCREWS W/ WASHER TO BE-OR- OPT #2: 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER 14" O.C. OVER 10'-0" SPANUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACH LATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER (8) 10d COMMON NAILS (TOP ROW)2X4X24 BLOCKING2X4X24 BLOCKING NAILS STAGGERED 1"11-7/8"I-JST1/2" DIA. LAG SCREWS3/8" DIA. LAG BOLTS 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 T O P / S I L L P L A T E W / A T T A C H R I M B O A R D T O 8 D N A I L S @ 6 " O . C . TO SUBFLOOR W/ATTACH 1-1/8" RIM BD.8D NAILS @ 6" O.C. T O T O P & B O T T O M O F A T T A C H 1 - 1 / 8 " O S B R I M B D E A C H F L O O R M E M B E R W / 8 D N A I L S F A M I L Y / R E C R O O M U T I L I T Y 2-2x8FLUSH BEAM5'-0" 8'-1 1/8"8'-1 1/8" 1 ' - 0 " 1 2 6 7 7/16" M F D T R U S S 4 " C O N C . F L O O R 3 / 4 " 2 5 0 S U B F L O O R 1 1 7 / 8 " M F D I - J O I S T S 4 " C O N C . F L O O R G A R A G E B E D R M # 3 2 2 ' - 0 " 2 8 ' - 0 " 3 ' - 6 " P O U R E D C O N C W A L L 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A 1 - A 1 B E D R O O M 3 / 4 " S U B F L O O R 1 1 7 / 8 " M F D I - J O I S T S M U D R M 8'-1 1/8" F R A M E D D O W N C E I L I N G 12'-10 3/4" O S B S H E A T H I N G & P O L Y B Y F R A M E R S 9'-3 1/4"9'-3 1/4" 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. 2016C 6 X R U S H M O R E - 3 0 1 0 - B - 3 . 4 - G R P C # 6 7 3 : 7 - 2 2 - 2 0 1 9 - L L P C # 6 4 6 : 3 - 2 6 - 2 0 1 9 - L L P E R M I T / C O N S T R U C T : 9 - 3 0 - 1 9 - L L 1/4"=1'-0"CROSS SECTION C-C 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 - J O I S T S P E R P L A N 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 W A T E R P R O O F I N G W A T C H D O G 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 I 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 / F O A M S I L L S E A L 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 T Y P I C A L W A L L S E C T I O N ( 4 - 1 2 - 2 0 1 6 ) 1 / 2 " = 1 ' - 0 " P O U R E D C O N C . W A L L 8 " T H I C K , 3 ' - 6 " 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 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 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 . 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 . W / A P P R O V E D S E A L 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 . 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 A B O V E G R A D E P R O T E C T I O N O F I N S U L A T I O N E X T E N D I N G 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 A B O V E G R A D E P R O T E C T I O N O F I N S U L A T I O N E X T E N D I N G 6 " B E L O W G R A D E ( W H E R E A P P L I C A B L E ) 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 - 1 9 R - N / A R - N / A T O T A L R - V A U L E : = 2 0 . 9 2 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 3 " 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 = 1 9 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 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 ) 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 ( O N L Y I F R E Q U I R E D P E R F O U N D A T I O N C A L C U L A T I O N 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 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 " R - 5 R I G I D I N S U L A T I O N T A P E & S E A L A T T O P 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 3'-6" V E N T P I P E R U N N I N G G Y P . B D . 1 / 2 " S A G - R E S I S T A N T 8'-1 1/8" 8'-1 1/8" ( O N L Y I F R E Q U I R E D P E R F O U N D A T I O N C A L C U L A T I O N S ) I N S U L A T E , P O L Y & I N S T A L L B E F O R E F R A M I N G F U L L O S B S H E A T H I N G O N T H E H E I G H T 2 x 4 F U R R I N G W A L L E X T E R I O R 2 X 6 S I D E - W A L L F I N I S H E D , F R A M E R W I L L N O T E : W H E N L . L . I S 11 7/8" MFD I-JOISTS 3/4" 250 SUBFLOOR4'-9 5/8"3 1/2" CONC. FLOOR 3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS4'-3 13/16" 8'-1 1/8"8'-1 1/8" 8'-1 1/8"3'-6" POUREDCONC WALL LIVINGROOM4" CONC. FLOOR UNFINISHEDCRAWL SPACE O W N E R S B E D R M G A R A G E S L A B L E D G E D E T A I L 1/2" SHEATHING MIN. R-20 INSULATION 2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANT EXTEND POLY VAPOR 1-1/2" THERMAX2-1/4"X12" DUCT INSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL 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 . 1 " = 1 ' - 0 " D E T A I L ( L . L . B E D R M ) L O O K O U T F I N I S H W A L L 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 / 4 " = 1 ' - 0 " C R O S S S E C T I O N D - D 1 1 7 / 8 " M F D I - J O I S T S 3 / 4 " 2 5 0 S U B F L O O R 4'-9 5/8"4'-4 1/8" B E D R O O M 4 " C O N C . F L O O R U N F I N . C R A W L S P A C E B E D R O O M L I V I N G R O O M R - 2 0 M i n R - 2 0 M i n 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 1 0 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 8 ' 0 " 1 J2 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 0 ' 0 " 1 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 6 ' 0 " 2 B2 1 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 1 Ca 1 1 0 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 ST A I R W A Y 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 UN E X C A V A T E D SE E U P P E R LE V E L F R A M I N G 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 B1 B1 B 2 C a 1 C a 1 C a 1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 J1 J2 1 2 ' 0 " 3 8 ' 0 " 5 0 ' 0 " 2 ' 0 " 2 0 ' 0 " 2 8 ' 0 " 17 ' 0 " 19 ' 2 " 9' 1 0 " 46 ' 0 " 28 ' 6 " 1 0 ' 0 " Sheet: 1 of 3DWG: Main LevelFile: Plan #3010By: Anthony EstevezDate: 9-6-16Scale: 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.3-4-17 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 #3010-B-GR D.R. HORTON MAIN LEVEL FRAMING DESIGN = L/480 BA S E M O D E L MA I N L E V E L F R A M I N G DE T A I L N / A DE T A I L N / A DETAIL 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 J1 1 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 8 ' 0 " 1 J2 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 4 ' 0 " 1 J3 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 2 ' 0 " 1 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 6 ' 0 " 2 B2 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 2 ' 0 " 2 B3 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 4 ' 0 " 1 Ca 1 1 0 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 UN E X C A V A T E D ST A I R W A Y 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 SE E M A I N LE V E L F R A M I N G 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 B1 B1 B 3 B 3 B2 C a 1 C a 1 Ca 1 C a 1 Ca 1 Ca 1 Ca 1 J 3 J1 J2 19 ' 2 " 17 ' 0 " 2 8 ' 0 " 2 0 ' 0 " 2 ' 0 " 46 ' 0 " 5 0 ' 0 " 3 8 ' 0 " 1 0 ' 0 " 28 ' 6 " 1 2 ' 0 " 9' 1 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 4 ' 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 8 ' 0 " 2 SE E U P P E R LE V E L F R A M I N G B2 B1 46 ' 0 " Sheet: 2 of 3DWG: Upper LevelFile: Plan #3010By: Anthony EstevezDate: 9-6-16Scale: 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.3-22-17 AE3-4-17 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 #3010-B-GR D.R. HORTON UPPER LEVEL FRAMING DESIGN = L/480 BA S E M O D E L UP P E R L E V E L F R A M I N G WA L K O U T O P T I O N DE T A I L N / A DETAIL N/A Of f s e t J o i s t f o r P l u m b i n g Bo i s e I - J o i s t c a n b e o f f s e t up t o 3 " t o a v o i d v e r t i c a l pl u m b i n g Jo i s t 3" m a x C L OJ 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 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 8 ' 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 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 2 0 ' 0 " 2 B5 1 B e a m b y o t h e r s 8 ' 0 " 1 B6 1 B e a m b y o t h e r s 6 ' 0 " 1 B7 6 B e a m b y o t h e r s 4 ' 0 " 1 Pt 1 2 P o s t b y o t h e r s 8 ' 0 " 1 ST A I R W A Y 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 RO O F T R U S S E S BY O T H E R S RO O F T R U S S E S BY O T H E R S RO O F T R U S S E S BY O T H E R S Pt 1 Pt 1 B2 B7 B6 B7 B 7 B 7 B7 B7 B1 B 5 B3 B4 1 2 ' 0 " 2 0 ' 0 " 17 ' 0 " 3 8 ' 0 " 1 0 ' 0 " 2 8 ' 0 " 28 ' 6 " 2 ' 0 " 46 ' 0 " 9' 1 0 " 5 0 ' 0 " 19 ' 2 " Sheet: 3 of 3DWG: Roof HeadersFile: Plan #3010By: Anthony EstevezDate: 9-6-16Scale: 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.7-26-18 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 #3010-B-GR D.R. HORTON ROOF HEADERS DESIGN = L/360 BA S E M O D E L RO O F H E A D E R S DE T A I L N / A DE T A I L N / A DETAIL N/A COPYRIGHT HANSON GROUP, LLC 2018© A p r i l 7 , 2 0 1 6 P r o j e c t N u m b e r : D a t e : 6 . 1 5 1 S 1 1 S h e e t s : o f 1 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 4 6 6 7 3 D a t 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 r e 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 s u 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 P r 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 o f M i n n e s o t a . D R H o r t o n 2 0 8 6 0 K e n b r i d g e C o u r t # 1 0 0 L a k e v i l l e , M N 5 5 0 4 4 3 0 1 0 - B - G R M o d e l M i n n e s o t a C o n s t r u c t i o n 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y J C P U Q P I T Q W R O P E Q O 1 ' - 5 1 2 " ± 1 6 ' - 3 " ± NOT TO EXCEED 10'-0" F A S T E N T O P P L A T E T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . ( 1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . ( V E R I F Y w / S U P P L I E R ) P R O V I D E 2 x 6 I N F I L L W A L L A B O V E H E A D E R A S R E Q ' D S I M P S O N S T H D 1 4 E M B E D D E D H O L D O W N A N C H O R A T L O C A T I O N S S H O W N ( R E F E R T O 4 / S 1 F O R A L T E R N A T I V E O P T I O N ) F O U N D A T I O N W A L L B E L O W L E N G T H O F C O N T I N U O U S H E A D E R 5 8 " Ø A N C H O R B O L T ( 7 " M I N . E M B E D ) w / 2 " x 2 " x 3 1 6 " P L A T E W A S H E R N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N M S T C 4 0 S T R A P O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . L A R G E H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P R O V I D E F A S T E N I N G O F A B O V E F R A M I N G E Q U A L T O T H A T D E T A I L E D F O R B R A C E D W A L L P A N E L S C O N T I N U O U S L S L / L V L H E A D E R T O S U P P O R T V E R T I C A L L O A D S B Y S U P P L I E R ( M I N . 3 1 2 " W I D T H & M I N . 1 1 1 4 " D E P T H R E Q ' D ) 1 ' - 5 1 2 " ± S 1 F R A M I N G D E T A I L G A R A G E F R O N T P O R T A L F R A M E 3 N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . P O S T - I N S T A L L E D H O L D O W N O P T I O N 4 S 1 F R A M I N G D E T A I L S I M P S O N H T T 5 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R C O N C R E T E F O U N D A T I O N B E L O W M A I N L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 2 S 1 R E F E R E N C E P L A N (4-FT)(4-FT) (5-FT) (5-FT)(4-FT)(4-FT) (4-FT) (4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E O S B C O N S T R U C T P O R T A L F R A M E A S S H O W N I N 3 / S 1 P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . ( 4 - F T ) ( 3 - F T ) P A R T I A L L O W E R L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 1 S 1 R E F E R E N C E P L A N T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O W A L K O U T F O U N D A T I O N S (5-FT)(5-FT) ( 5 - F T ) ( 5 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) B R A C E D W A L L L I N E B R A C E D W A L L L I N E BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E 2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLE BRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTS PROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH END FLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALL REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 3. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSES L O A D S R O O F S N O W L O A D : 3 5 - 4 2 P S F R O O F D E A D L O A D : 1 5 P S F F L O O R L I V E L O A D : 4 0 P S F F L O O R D E A D L O A D : 1 5 P S F W I N D L O A D : 9 0 M P H E X P . B C O D E 2 0 1 5 M I N N E S O T A R E S I D E N T I A L C O D E SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - SFB AND CS-SFB. (MAY SUBSTITUTE OSB/PLYWOOD SHEATHING PER NOTE 3 FOR ALL FIBERBOARD SHEATHING)A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.4.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)5.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.(MAY SUBSTITUTE FASTENMASTER 6” FRAMEFAST SCREWS FOR H2.5 CLIPS AND TOENAILS)C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRAD E O R B E T T E R WALL STUDS (OVER 10'):SPF NO.2 GRAD E O R B E T T E R DIMENSIONAL LUMBER:SPF NO.2 GRAD E O R B E T T E R TREATED LUMBER:SYP NO.2 GRAD E O R B E T T E R LSL:134" WIDTH - 1.5 5 E O R B E T T E R LVL:134" WIDTH - 1.9 E O R B E T T E R HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT D e s c r i p t i o n D a t e R e v i s i o n 1 2 - 1 2 - 1 8 L a y o u t C h a n g e 3 - 1 5 - 1 8 1 B r a c i n g C h a n g e 1 2 - 1 2 - 1 8 2 (7-FT) (8-FT) ( 5 . 5 - F T ) ONE-SIDED ONE-SIDED ( 5 . 5 - F T ) ( 5 . 5 - F T ) ( 5 . 5 - F T ) ST 0 1 1 ST 0 2 ST 0 3 ST 0 4 ST 0 5 ST 0 6 ST 0 7 ST 0 8 ST 0 9 ST 1 0 ST 1 1 ST 1 2 ST 1 3 15-00-00 08 - 0 1 - 0 2 11 - 1 0 - 0 2 2 Page 1 of 2 Wall Summary Information 3010-Kitchen(Left elevation) BC CALC®Member Report Wall |15-00-00 |16 OCS May 28,2019 17:23:52 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Page 2 of 2 Wall Summary Information 3010-Kitchen(Left elevation) BC CALC®Member Report Wall |15-00-00 |16 OCS May 28,2019 17:23:52 Build 7192 Job name:File name:3000 Series Homes -Tall Wall (Kitchen Wall) Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 wind Unf.Area (lb/ft²)L 00-00-00 11-10-02 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 15-00-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 322 lbs 9.2%115%Spruce-Pine-Fir Bottom Plate 2x 322 lbs 9.2%115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,S...4,ST05 5 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST06,S...0,ST11 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST12,ST13 2 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 08-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 15-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 16-00-00 Fire blocking is not included.Estimated quantity:15'fire blocking. NotesBCCALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Lateral Deflection:Arbitrary (1")Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2009. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide andapplicablebuildingcodes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. DRH 3010 North 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, October 3, 2019 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 3010 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 3010 North Designed By:Michael Hoium Project Date:Thursday October 3, 2019 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 North 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:753 CFM Per Square ft.:0.257 Square ft. of Room Area:2,926 Square ft. Per Ton:1,592 Volume (ft³) of Cond. Space:20,672 Building Loads Total Heating Required Including Ventilation Air:34,738 Btuh 34.738 MBH Total Sensible Gain:16,822 Btuh 76 % Total Latent Gain:5,233 Btuh 24 % Total Cooling Required Including Ventilation Air:22,055 Btuh 1.84 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 North.rh9 Thursday, October 3, 2019, 8:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3010 North 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 1.84 1,592 2,926 16,822 5,233 22,055 34,738 398 753 753 System 1 1.84 1,592 2,926 16,822 5,233 22,055 34,738 398 753 753 10x14 Ventilation 749 3,132 3,882 5,014 Humidification 4,031 Zone 1 2,926 16,072 2,101 18,173 25,693 398 753 753 10x14 1-Crawl Space 684 152 0 152 3,392 53 7 7 1--4 2-Basement 779 2,731 0 2,731 6,922 107 128 128 2--5 3-Main Floor 1,463 13,189 2,101 15,290 15,379 238 618 618 6--6 M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 North.rh9 Thursday, October 3, 2019, 8:37 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3010 North 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 0.29 200 5,398 0 4,163 4,163 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 330 1,436 0 0 0 15A-15sffc-4: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 305.3 1,036 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 251.7 1,095 0 307 307 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1484.2 8,392 0 1,285 1,285 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 1463 2,927 0 1,615 1,615 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 1463 3,437 0 0 0 Subtotals for structure:25,693 0 7,914 7,914 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:750 2,558 2,558 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 135, Summer CFM: 135 5,014 3,132 749 3,882 Humidification (Winter) 10.99 gal/day :4,031 0 0 0 AED Excursion:0 0 105 105 Total Building Load Totals:34,738 5,233 16,822 22,055 Check Figures Total Building Supply CFM:753 CFM Per Square ft.:0.257 Square ft. of Room Area:2,926 Square ft. Per Ton:1,592 Volume (ft³) of Cond. Space:20,672 Building Loads Total Heating Required Including Ventilation Air:34,738 Btuh 34.738 MBH Total Sensible Gain:16,822 Btuh 76 % Total Latent Gain:5,233 Btuh 24 % Total Cooling Required Including Ventilation Air:22,055 Btuh 1.84 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH 3010 North.rh9 Thursday, October 3, 2019, 8:37 AM 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 XR-20 XR-20 X R-21 X R-49 XR-49 XR-30 XR-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:40000 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 Location of duct or system: Select Type 96 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 68 50%=63 100%=130 NAT GAS R-410A Cooling System Rating or Size SEER or EER Tankless Output in Tons:2 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 34,738 HEAT GAIN 16,822 COOLING LOAD 22,055 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 RU160iN BA13NA024 Rinnai Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 135 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SB36040S14 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 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 7528 205th Street W Cedar Crossing Plan ID 3010 North Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location In Attic 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 11/12/19 X KP