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LA175548 - 7554 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 " 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 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 ' - 5 " 1'-0" 6 : 1 2 5 R O O F V E N T S 3 R O O F V E N T S 3 ROOF VENTS 1 ' - 5 " ICE & WA T E R ALUMINUM FL A S H I N G BEHIND ST O O P 1xADDRESS NUMBER STEEL PANEL OVERHEAD DOOR 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 6 12XXXXX A 6 : 1 2 P I T C H 6:12 PITCH 1 ' - 0 " 7 7/16" A B BDA 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 5 / 4 " x 3 " - W O O D G R A I N O V E R 5 / 4 " x 1 0 " - W O O D G R A I N WOODGRAIN PANEL 5 / 4 " x 3 " - W O O D G R A I N 5 / 4 " x 1 0 " - W O O D G R A I N 1 0 " S Q U A R E C O L U M N 9 1 / 2 " 9 1/2" 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 ( S I D E S ) 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 ) 2 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 . 0 X 2 0 8 6 0 K E N B R I D G E C O U R T , S U I T E 1 0 0 L A K E V I L L E , M N 5 5 0 4 4 ( 9 5 2 ) 9 8 5 - 7 2 7 2 3 0 2 0 - A - 3 . 3 E V E R E T T D R A W N : 3 - 2 9 - 2 0 1 6 - A W P E R M I R / C O N S T R U C T : 1 0 - 4 - 1 9 - L L S P E C H O M E C U S T : A D . R . H O R T O N C O M P A N Y 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 P L A N S L O T 2 , B L K 4 C E D A R C R O S S I N G S 7 5 5 4 2 0 5 t h S T R E E T W P E R M I T / C O N S T R U C T I O N EVERETT - 3 0 2 0 A F R O N T 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 " 2 x T R E A T E D 4 2 " M I N 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 T G S T O B E 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 1 x C E D A R 1 ' - 0 " 7 7/16" 6 1 2 A A 6:12 PITCH 6 : 1 2 P I T C H 1'-0"7 7/16"6:12 PITCH612A 6 : 1 2 P I T C H 4 0 % T O 5 0 % N E A R R I D G E V E N T 1 / 3 0 0 t h O F R O O F A R E A R E M A I N D E R I N S O F F I T P E R I R C S E C T I O N R 8 0 6 . 2 4 0 % T O 5 0 % N E A R R I D G E V E N T 1 / 3 0 0 t h O F R O O F A R E A R E M A I N D E R I N S O F F I T P E R I R C S E C T I O N R 8 0 6 . 2 Secure door cl 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 1 0 / 2 5 / 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 U T I L I T Y U N F I N I S H E D C R A W L S P A C E 4 6 ' - 0 " 12'-0" 8 ' - 6 " 5'-6"6'-6" 54'-5" 48'-0"6'-5" 52'-0"30'-0"22'-0"20'-0"2'-0"16'-0"14'-0" 4 6 ' - 0 " 1 7 ' - 0 " 2 9 ' - 0 " 1 9 ' - 2 " 9'-10" 5 ' - 6 " 5 ' - 1 0 " 1 ' - 5 1 / 2 " 1 6 ' - 3 " 1 ' - 5 1 / 2 " 8 1/2"8'-3"10 1/2" 1 6 ' - 3 " M . O . 8'-3" M.O. 1 7 ' - 0 " 2 9 ' - 0 " 1 7 ' - 0 " 8 ' - 6 " U P 7 R 2 - 8 2 - 8 4-0 4'-0"2'-5" 6 - 0 S G D 3050 SH 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 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 , 3 ' - 6 " H I G H 1 4 5 S Q . F T . 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 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 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 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 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 ANCHORS AT 6'-0" O.C.14x8 CONC FTG 4" HALF-HIGH CURB TREATED BOTTOM PLATE 2x4 STUDS AT 16" O.C.2x4 BRNG WALL 7 ' - 8 " 2 0 ' - 1 0 " 16'-0"3'-6"3'-6"7'-0" 8'-0" TREATED 2x8's 16" ON CENTER 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 6 x 6 P O S T 5 ' - 8 " 2 - 2 x 8 F L U S H B E A M 2 - 2 x 8 F L U S H B E A M 2 - 2 x 8 F L U S H B E A M These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C 2 X E V E R E T T 3 0 2 0 - A 3 . 3 - G L P E R M I T / C O N S T R U C T : 1 0 - 4 - 1 9 - L L P C # 6 5 5 : 5 - 2 - 2 0 1 9 - L L 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 ' - 6 " 5'-10"8" 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'-6 1/2" 2 ' - 8 1 / 2 " 5 ' - 0 " 6 ' - 1 1 / 2 " 1 0 ' - 3 1 / 4 " 12'-1 3/4"13'-4"2'-8" D R O P P E D B E A M 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 18'-0" 8 " 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 8 ' - 0 " 5 ' - 0 " D R O P P E D H D R 4 ' - 0 " 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 8 ' - 0 " 5 ' - 0 " D R O P P E D H D R 4 ' - 0 " 16'-0"13'-6"18'-6" S & W SLEEVE 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS A C H V W H F . D . SUMP E R V DBL JOIST AT COLUMN ABOVE 3'-0"COCKSILL 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 , 3 ' - 6 " H I G H A N C H O R S A T 6 ' - 0 " O . C . 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 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 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 " 3 0 x 3 0 x 1 2 C O N C . P A D F T G . 3 0 x 3 0 x 1 2 C O N C . P A D F T G . THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULL OSB SHEATHING ON THEHEIGHT 2x4 FURRING WALL EXTERIOR 2X6 SIDE-WALLFULL HEIGHT 2x4 FURRING WALL2x6 EXTERIOR WALL IS FINISHED,NOTE: WHEN BEDROOM F A M . / R E C . R M BEDR M 172 SQ. FT. 3 5 1 S Q . F T . 2 - 8 8'-6"5'-6" 3'-0" 6'- 0 " 6'-8" C P T CPT D W BATH50 SQ. FT.24" TOWEL BAR TPH 30"5-0 FBGL TUB/SHWR 2-8HD-FLR 2 X 6 1 6 X 1 2 F R A M E D D O W N S O F F I T 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 4'-0"1'-4" T H E F R A M E R W I L L INSULATE , P O L Y & I N S T A L L WALL BEFO R E F R A M I N G F U L L OSB SH E A T H I N G O N T H E HEIGH T 2 x 4 F U R R W A L L GARAGE/HO U S E 2 X 6 C O M M O N S I L L C O C K C O N S T R U C T I O N P L A N S 7 5 5 4 2 0 5 t h S T R E E T W P L A N O P T I O N S . F I N I S H E D L O W E R L E V E L B A T H W A L K O U T B A S E M E N T 1 5 556 6 ( 2 ) 9 - 1 / 2 V e r s a - L a m (2)7-1/4 Versa-Lam ( 2 ) 1 1 - 7 / 8 V e r s a - L a m (1)11-7/8 Versa-Lam (1)11-7/8 Versa-Lam ( 2 ) 7 - 1 / 4 V e r s a - L a m ( 2 ) 7 - 1 / 4 V e r s a - L a m 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 . 4 6 ' - 0 " 1 7 ' - 0 " 2 9 ' - 0 " 1 3 ' - 6 " 15' - 6 " 7 ' - 0 " 6 ' - 6 " 54'-0" 48'-0"6'-0" 18'-5 7/8" 4'-0"2'-0" 52'-0"30'-0"22'-0"3'-0"7'-6"20'-0"2'-0"6'-0"2'-6"10'-6" 3'-6"3'-6"7'-0" 4'-0"9'-11" 7 ' - 8 " 2 0 ' - 1 0 " 6 ' - 1 " 12'-2" 5 ' - 4 " 1 1 ' - 8 " 6 ' - 1 " 5 ' - 7 " 4 6 ' - 0 " 1 7 ' - 0 " 2 9 ' - 0 " 1 9 ' - 2 " 9'-10" 4 ' - 6 " U P 8 R D N 7 R BEDR M # 2 O W N E R S B E D R M B A T H # 1 F O Y E R L I V I N G R O O M D I N I N G 6 0 6 8 S G D 2 W 3 0 5 0 S H 3 0 5 0 - 2 S H 3 - 0 2 - 8 2 - 8 2 - 8 5 ' - 1 0 " 5 1 / 2 " H D - F L R H D - F L R C P T CPT C P T H D - F L R V A U L T E D 8 ' - 1 1 / 8 " C E I L I N G F L A T C E I L I N G 1 6 x 7 O V E R H E A D D O O R 8x7 OVERHEAD DOOR 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 1 8 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 N O T E : C O V E R E D P O R C H 1 1 1 S Q . F T . 5 - 0 F B G L T U B / S H W R 1 S T F L O O R P L A N 1 6 9 5 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 S C A L E : 1 / 4 " = 1 ' - 0 " 9 ' - 7 " 9 ' - 7 " 4'-10 " 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 E V E R E T T 3 0 2 0 - A 3 . 3 - G L P E R M I T / C O N S T R U C T : 1 0 - 4 - 1 9 - L L P C # 6 5 5 : 5 - 2 - 2 0 1 9 - L L O W N E R S B A T H H D - F L R 2 - 8 W . I . C . C P T 7 ' - 2 1 / 2 " 3 0 5 0 - 2 S H 10'-8"37'-4" 3050 SH 3050 SH 16'-0" 18'-0" 2 ' - 4 " 5 ' - 4 " 4 - 0 2 - 0 2'-1" 7'-4"11'-0" 2 - 8 2 ' - 7 " 4-0 4 - 0 2 - 8 2 - 0 4 8 " 6 0 " BEDRM # 3 CPT8'-0"3'-0" 2 - 8 12'-6" 1 0 ' - 1 1 1 / 4 " 8 ' - 8 3 / 4 " K I T C H E N H D - F L R V A U L T E D 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 R E F . 3 0 " P A N T R Y I N S I D E F R A M I N G S T U D Y C P T 3 ' - 0 " 5 ' - 2 " 3'-8" 6'-10" 4 ' - 6 " 3 ' - 8 " 3 ' - 9 " 5 ' - 1 1 " 3 ' - 2 " 6'-6 1/2" 3 ' - 0 " 8 " D O O R 2 ' - 1 0 " 2 ' - 6 " 11'-0" 2 2 x 3 0 A T T I C A C C E S S 1 ' - 0 " 1'-8" 8 ' - 1 1 / 8 " C E I L I N G 2x6 WAL L 2x6 WALL 2040 S H 7 ' - 6 " 8'-0" G A R A G E - T O - H O U S E C O M M O N W A L L 5 / 8 " G Y P . B O A R D O N T O U N D E R S I D E O F R O O F S H E A T H I N G 8 ' - 1 1 / 8 " C E I L I N G R A D O N V E N T P I P E 5" 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 16" WIDE DROPPED SOFFIT (SEE SECTION) 5 " 1 6 ' - 1 0 " 5 " 5" TPH T P H 24" TOWEL BAR 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 3 8 1 / 4 " X 8 3 1 / 4 " F O Y E R 0 . 2 3 1 S T U D Y 2 W 3 0 5 0 S H 1 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 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 O W N E R S B A T H 1 0 . 3 1 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 2 W 3 0 5 0 S H 1 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " ( 2 ) 2 - 6 5'-0 1/8"5'-0 1/8" G A S F P W / W O O D C A P 4 2 " H I G H H A L F W A L L 5 ' - 1 " 4'-1 1/8" 4 ' - 1 1 / 8 " C E N T R A L R E T U R N 2 0 4 0 S H 2 4 " X 4 8 " 6 ' - 6 " 3 0 5 0 S H 6 ' - 0 " 10'-0"13'-4 1/8" VAULT VAULT 13'-4 1/8" L I V I N G R O O M 3 0 5 0 S H 1 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " FLAT CEILING 10 1/8" V A U L T E N D S H E R E V A U L T E N D S H E R E CPT.HD FLR 1'-0" 18'-10 1/8" 2 2 x 3 0 A T T I C A C C E S S 5 ' - 0 " 8" 3 7 " x 3 4 - 3 / 4 " S / R G A S F I R E P L A C E E L E V A T I O N 1 / 4 " = 1 ' - 0 " 2'-10 3/4" R G H O P G D V 3 7 3 2 G A S F P F I R E P L A C E T R I M K I T 2 x 8 P L A T F O R M 8"2'-10 3/4" 24" TOWEL BAR3'-1"SHWR34x60 FBGL 5'-10 1/4" 6'-11" DW SINK 12" OVERHANG 2x4 WALL CABINETS TEMP T E M P C - C D - D 6 ' - 0 " 3'-6" C O N S T R U C T I O N P L A N S 7 5 5 4 2 0 5 t h S T R E E T W P L A N O P T I O N S . - F I R E P L A C E (2)7-1/4 Versa-Lam ( 2 ) 9 - 1 / 2 V e r s a - L a m ( 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)9-1/2 Versa-Lam ( 2 ) 1 1 - 7 / 8 V e r s a - L a m P F H P F H 5 5 6 65 - 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 ) . C S S S D / C M D 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 15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLE GFI B E D R M # 2 O W N E R S B E D R M B A T H # 1 F O Y E R L I V I N G R O O M D I N I N G 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 E V E R E T T 3 0 2 0 - A 3 . 3 - G L P E R M I T / C O N S T R U C T : 1 0 - 4 - 1 9 - L L P C # 6 5 5 : 5 - 2 - 2 0 1 9 - L L O W N E R S B A T H B E D R M # 3 K I T C H E N S T U D Y 22 x 3 0 AT T I C AC 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 SSSSTCHIME SS S W P SDISP. DW S D S D S D S S G F I F A N S G F I G F I F A N S S S S S UTILITY U N F I N I S H E D C R A W L S P A C E UNEXCAVATEDSCALE: 1/4"=1'-0" S & W SLEEVE AC HVWHF.D.SUMPERVELECTRICAL PLA N UNFINISHED BASEM E N T LOW VOLTAGESYSTEM RECEPTACLE S WPA/CWPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE SD BEDRMSSD/CMDS SS S L L L L C USB G F I S D W P CBATHSGFIS L L L L L L 2 2 x 3 0 A T T I C A C C E S S FAM./REC. RMLL LL C S L S L I G H T F I X T U R E S C H E D U L E D O M E L I G H T L E D D I S C L I G H T R E C E S S E D L I G H T L R P E N D . P E N D A N T L I G H T S W A L L F I X T U R E S C E I L I N G L I G H T D D D D D L L L L L L L D SFANS S H C P SMART HOMESYSTEM RECEPTACLEL C L S S S C W . I . C . L L WATER SOFTRECEPTACLE S M A R T H O M E R E C E P T A C L E C O N S T R U C T I O N P L A N S 7 5 5 4 2 0 5 t h S T R E E T W P L A N O P T I O N S F I R E P L A C E F I N I S H E D L O W E R L E V E L B A T H W A L K O U T B A S E M E N T 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 E V E R E T T 3 0 2 0 - A 3 . 3 - G L P E R M I T / C O N S T R U C T : 1 0 - 4 - 1 9 - L L P C # 6 5 5 : 5 - 2 - 2 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 B E D R M # 3 B E D R M 2 0 ' - 0 " 3 0 ' - 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 1 ' - 0 " 1 2 6 7 7/16" B E D R M # 2 O W N E R S B A T H B A T H 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" 2x8 JOISTS 5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE SET ON 6" THICKPOURED CONC. WALL CONC. SIDEWALK DROPPED BEAM L I V I N G R O O M KITCHENUNFINISHEDCRAWL SPAC E 48'-0"6'-5"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTI O N B - B DINI N G FLEXROOM 9'-3 1/4" 1/2"=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 P O R C H L E D G E 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 TOP LAG SCREW TO BEMIN. 2" FROM EDGE 21" O.C. UP T O 8 ' - 0 " S P A N 16" O.C. UP T O 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 . I - J O I S T S USP LTS 1 9 - T Z , ( 4 ) P E R D E C K R A T E D @ 7 5 0 # E A C H L A T E R A L L O A D C O N N E C T I O N : 3/8" DIA. LAG B O L T M I N . 3 " P E N E T R A T I O N ( T H R U S I L L P L A T E S ) IN T E R I O R S T R A P S S P A C E D E V E N L Y 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 S T A G G E R E D I N 2 R O W S LAG SCRE W S W / W A S H E R T O B E -OR- 3/8" D I A . A N C H O R B O L T S ( T H R U F O U N D A T I O N ) OUTSID E S T R A P S M A X . 2 4 " F R O M E N D O F L E D G E R 14" O.C. OV E R 1 0 ' - 0 " S P A N USP 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 BLOCKING 2 X 4 X 2 4 B L O C K I N G NAILS STAGGERED 1"11-7/8"I-JST1/2" DIA. LAG SCREWS3/8" DIA. LAG BOLTS6 7/8" 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 M F D T R U S S 3 1 2 13'-4 1/8" 1 0 ' - 0 " 1 3 ' - 4 1 / 8 " 11'-5 3/16" 2-2x8FLUSH BEAM5'-0" 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A 1 - A 1 M F D T R U S S 4 " C O N C . F L O O R 3 / 4 " 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 2 0 ' - 0 " 3 0 ' - 0 " 3 ' - 6 " P O U R E D C O N C W A L L 1 2 6 M U D R M 9'-3 1/4" 8'-1 1/8"8'-1 1/8" 1 ' - 0 " 1 2 6 7 7/16" O W N E R S B E D R 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 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 F A M I L Y / R E C R O O M These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C 6 X E V E R E T T 3 0 2 0 - A 3 . 3 - G L P E R M I T / C O N S T R U C T : 1 0 - 4 - 1 9 - L L P C # 6 5 5 : 5 - 2 - 2 0 1 9 - L L 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 . 11 7/8" MFD I-JOISTS 3/4" 250 SUBFLOOR4'-9 5/8" 3 1 / 2 " C O N C . F L O O R 3 / 4 " 3 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'-4 1/8"8'-1 1/8"8'-1 1/8" 8'-1 1/8" 3 ' - 6 " P O U R E D C O N C W A L L L I V I N G R O O M 1/4"=1'-0"CROSS SECTION C-C 4" CONC. FLOOR U N F I N I S H E D CR A W L S P A C E BEDRM #3 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 . B E D R M 11'-5 3/16" 1'-5 5/8" 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 F A M I L Y / R E C R O O M L I V I N G R O O M O W N E R S 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 4 8 ' 0 " 1 J2 5 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 8 ' 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 8 ' 0 " 1 Ca 1 1 2 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 SE E U P P E R LE V E L F R A M I N G 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 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 B 2 B1 B1 C a 1 C a 1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 J1 J2 6 ' 5 " 4 8 ' 0 " 5 4 ' 5 " 2 ' 0 " 2 0 ' 0 " 3 0 ' 0 " 17 ' 0 " 19 ' 2 " 9' 1 0 " 46 ' 0 " Sheet: 1 of 3DWG: Main LevelFile: Plan #3020By: 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.Revisions: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 #3020-A-GL 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 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 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J2 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 4 ' 0 " 1 J3 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 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 B4 1 B e a m b y o t h e r s 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 SE E M A I N LE V E L F R A M I N G ST A I R W A Y ST A I R W A Y UN E X C A V A T E D PO R C H F R A M I N G BY O T H E R S 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 B 3 B 3 B2 B4 B1 B1 C a 1 C a 1 Ca 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 J1 J2 J3 4 8 ' 0 " 5 4 ' 5 " 2 ' 0 " 2 0 ' 0 " 3 0 ' 0 " 19 ' 2 " 9' 1 0 " 46 ' 0 " 17 ' 0 " 6 ' 5 " 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 #3020By: 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.1-11-17 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 #3020-A-GL 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 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 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 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 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 2 B6 1 B e a m b y o t h e r s 8 ' 0 " 1 B7 7 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 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 RO O F T R U S S E S BY O T H E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S Pt 1 Pt 1 B 1 B 2 B4 B7 B7 B 7 B 7 B7 B1 B4 B 6 B5 B3 B 7 B7 2 ' 0 " 17 ' 0 " 19 ' 2 " 46 ' 0 " 5 4 ' 5 " 6 ' 5 " 2 0 ' 0 " 9' 1 0 " 4 8 ' 0 " 3 0 ' 0 " Sheet: 3 of 3DWG: Roof HeadersFile: Plan #3020By: 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.5-31-19 AE2-2-17 AE11-9-16 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 #3020-A-GL 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 DETAIL N/A COPYRIGHT HANSON GROUP, LLC 2018© D e s c r i p t i o n D a t e R e v i s i o n A p r i l 1 5 , 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 1 2 - 1 2 - 1 8 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 2 0 - A - G L 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 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.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.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.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 IN 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 IN 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.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).9.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTIONFASTENED TOGETHER w/ 8d x 3" LONG NAILS @ 3" ON-CENTER. 'CALIFORNIA CORNERS' OR TRADITIONAL CORNERSARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDSFASTENED TOGETHER IN A SIMILAR FASHION.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 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 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 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 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)( 4 - F T ) 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 ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) B R A C E D W A L L L I N E ( 4 - F T ) ( 4 - F T ) 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 . 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 (4-FT)(4-FT) (4-FT)(5-FT) (5-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 (5-FT) ( 4 - F T ) (4-FT) ( 3 - F T ) ( 3 . 7 5 - F T ) B R A C E D W A L L L I N E L a y o u t C h a n g e 1 - 2 7 - 1 7 1 2 B r a c i n g C h a n g e 1 2 - 1 2 - 1 8 (15-FT) ( 6 - F T ) ( 6 - F T ) ( 6 - F T ) ( 6 - F T ) ONE-SIDED 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 13-06-00 08 - 0 1 - 0 2 11 - 0 5 - 1 0 2 Page 1 of 2 Wall Summary Information 3020-Kitchen(Left elevation) BC CALC®Member Report Wall |13-06-00 |16 OCS May 28,2019 17:25:14 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 3020-Kitchen(Left elevation) BC CALC®Member Report Wall |13-06-00 |16 OCS May 28,2019 17:25:14 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 11-05-10 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 13-06-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 321 lbs 9.2%115%Spruce-Pine-Fir Bottom Plate 2x 321 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...3,ST04 4 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST05,S...9,ST10 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST11,ST12 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 14-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 14-00-00 Fire blocking is not included.Estimated quantity:14'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 3020 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 3020 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 3020 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:814 CFM Per Square ft.:0.240 Square ft. of Room Area:3,390 Square ft. Per Ton:1,692 Volume (ft³) of Cond. Space:23,656 Building Loads Total Heating Required Including Ventilation Air:38,108 Btuh 38.108 MBH Total Sensible Gain:18,183 Btuh 76 % Total Latent Gain:5,865 Btuh 24 % Total Cooling Required Including Ventilation Air:24,048 Btuh 2.00 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 3020 North.rh9 Thursday, October 3, 2019, 1:10 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3020 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 2.00 1,692 3,390 18,183 5,865 24,048 38,108 438 814 814 System 1 2.00 1,692 3,390 18,183 5,865 24,048 38,108 438 814 814 10x15 Ventilation 805 3,364 4,169 5,385 Humidification 4,209 Zone 1 3,390 17,378 2,501 19,879 28,513 438 814 814 10x15 1-Crawl Space 866 199 0 199 4,356 67 9 9 1--4 2-Basement 829 2,709 0 2,709 6,767 104 127 127 2--5 3-Main Floor 1,695 14,470 2,501 16,971 17,390 267 678 678 7--6 M:\Sales and Estimating\Heat Calcs\DRH\DRH 3020 North.rh9 Thursday, October 3, 2019, 1:10 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 3020 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 0.29 230 6,208 0 4,564 4,564 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 1,435 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 384 1,302 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 281.2 1,223 0 343 343 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1591.5 9,000 0 1,377 1,377 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 1695 3,392 0 1,871 1,871 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 1695 3,981 0 0 0 Subtotals for structure:28,513 0 8,699 8,699 People:8 1,600 1,840 3,440 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: 145, Summer CFM: 145 5,385 3,364 805 4,169 Humidification (Winter) 11.48 gal/day :4,209 0 0 0 AED Excursion:0 0 165 165 Total Building Load Totals:38,108 5,865 18,183 24,048 Check Figures Total Building Supply CFM:814 CFM Per Square ft.:0.240 Square ft. of Room Area:3,390 Square ft. Per Ton:1,692 Volume (ft³) of Cond. Space:23,656 Building Loads Total Heating Required Including Ventilation Air:38,108 Btuh 38.108 MBH Total Sensible Gain:18,183 Btuh 76 % Total Latent Gain:5,865 Btuh 24 % Total Cooling Required Including Ventilation Air:24,048 Btuh 2.00 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 3020 North.rh9 Thursday, October 3, 2019, 1:10 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 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 84 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 65 60%=76 100%=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 38,108 HEAT GAIN 18,183 COOLING LOAD 24,048 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 130 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 7554 205th Street W Cedar Crossings Plan ID 3020 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