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HomeMy WebLinkAboutLA175084 - 18831 Houston Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C R O O F P L A N 1 / 8 " = 1 ' - 0 " JORDAN 'B' FRON T A T F R O N T O N L Y 1 / 2 " = 1 ' - 0 " T Y P I C A L W D W & D O O R T R I M 4" TRIM 4" TRIM 6 " T R I M 6 " T R I M 1 - 1 / 2 " 1 " H A R D B O A R D T R I M H A R D B O A R D S I D I N G H A R D B O A R D S I D I N G 2 - S I D E D O U T S I D E C O R N E R 2-3/4" .96" 3 - 1 / 2 " S H E A T H I N G HDBD TRIM 1 - S I D E D O U T S I D E C O R N E R 3 - 1 / 2 " H A R D B O A R D S I D I N G V I N Y L S I D I N G " J " C H A N N E L H A R D B O A R D T R I M 1 . 0 X 2 0 8 6 0 K E N B R I D G E C O U R T , S U I T E 1 0 0 L A K E V I L L E , M N 5 5 0 4 4 ( 9 5 2 ) 9 8 5 - 7 2 7 2 5 4 7 0 - B - 3 . 1 J O R D A N D R A W N : 1 0 - 2 - 2 0 1 5 - A W R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W S P E C H O M E C U S T : NORTHERN CRAFTSMA N JORDAN 'B' FRON T F 128STEEL PANEL OVERHEAD DOOR XXXXX FF D1'-0"1'-4"10 1/8"HEEL1'-4"ADDRESS NUMBER D 128 6:12 PITCH4:12 SADDLE1x4:12 PITCH 4 : 1 2 P I T C H D 2020 FX2020 FX 1 ' - 4 " 10 1/8" HEEL 1 2 8 6 1/4" 6 - 1 / 4 " F R O M T O P O F T H R E S H O L D T O T O P O F J O I S T 1'-4"10 1/8"HEEL1'-4"10 1/8"HEEL8" TRIM 2"NORTHERN CRAFTSMA N 5'-0" R A I N D I V E R T E R I C E & W A T E R A L U M I N U M F L A S H I N G BEHIND STOOP E R E F A V I N Y L L A P S I D I N G P R O D U C T C B D 5 / 4 X 6 C E M E N T B D . T R I M R E F M A T E R I A L L E G E N D E C E M E N T B D . S I D I N G P R O D U C T G F H C E M E N T B D . S H A K E S 5 / 4 X 8 C E M E N T B D T R I M N O T U S E D N O T U S E D C . B . B O A R D - N - B A T T E N H H LEFT ELEVATION1/8"=1'-0" R I G H T E L E V A T I O N 1 / 8 " = 1 ' - 0 " M A I N T A I N 6 " M I N S E P A R A T I O N W O O D t o E A R T H 42" MIN BELOW FINISHED GRADE ALL EXTERIOR FTGS TO BE MAINTAIN 6" MIN SEPARATION WOOD to EARTH R E A R E L E V A T I O N 1 / 8 " = 1 ' - 0 " 42" MIN BELOW FI N I S H E D G R A D E ALL EXTERIOR F T G S T O B E 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 1 x C E D A R A F A 1 ' - 0 " 1 ' - 4 " A 1 ' - 0 " A S P H A L T S H I N G L E S F L A S H O V E R A L L E X T O P G 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 8 : 1 2 P I T C H F A 8:12 PITCH8:12 PITCH 1 ' - 0 " 1'-4"1'-4"7 7/16"126 8 : 1 2 P I T C H 10 1/8"HEEL 6 : 1 2 P I T C H 1 2 8 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 P E R M I T / C O N S T : 9 - 2 6 - 2 0 1 9 - C F 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 8 : 1 2 4 : 1 2 6 : 1 2 8 : 1 2 8 : 1 2 4 : 1 2 S A D D L E A A A A B B B B C C C C E E E E D D D D 8 : 1 2 8 : 1 2 8 : 1 2 6 : 1 2 30' RIDGE VENT 2 4 ' R I D G E V E N T 14' RIDGE VENT 4 : 1 2 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 / 3 0 / 2 0 1 9 d m a t h e w s MFD FLOOR TRUSSESINSTALL PER MFRS SPECS7'-7"5'-4"5'-3 1/2"5'-6 1/2"UP16R 7'-4" A / C 12'-11"11'-6"49'-0"7'-0"24'-0"18'-0"25'-0"50'-0" 1 9 ' - 0 " 19'-6"11'-6"1'-7 1/2"1'-7 1/2"1'-4 1/4"1'-10 3/4" 35'-0" 12'-6" 10'-0"4'-0" 49'-0" 3'-6"10'-0"5'-0"18'-0"12'-0"10'-0"5'-9" 1 3 ' - 2 " 16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"8'-3" M.O.8'-3"6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE 6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALL T Y P . W I N D O W H E A D H E I G H T A T 7 ' - 0 " U . N . O . N O T E : 8 ' - 4 " H I G H P O U R E D C O N C . F O U N D A T I O N W A L L T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R BASEMENT PLAN1/4"=1'-0"FUTURE BEDRM226 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM791 SQ. FT. U N F I N I S H E D S T O R A G E / M E C H . R/I3/4B52 SQ. FT.TPH 36"16"x8" CONC. FTG.6" CURB, 2" LEDGE POURED CONC. WALL 8" THICK, 8'-4" HIGH2'-0"19'-6"11'-0"6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH 2-8 2-62-4HDR2-4 DROPPED BEAM CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12 A N C H O R S A T 6 ' - 0 " O . C . B L O C K A T M I D P O I N T 1 4 x 8 C O N C F T G 6 " H A L F - H I G H C U R B T R E A T E D B O T T O M P L A T E 2 x 6 S T U D S A T 1 6 " O . C . 2 x 6 B R N G W A L L 2x6 BRNG WALL 2x6 BRNG WALLUNEXCAVATED S U M P 1 6 " x 8 " C O N C . F T G . P O U R E D C O N C . W A L L 8 " T H I C K , 8 ' - 4 " H I G H 16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGHThese plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 2 . 0 X 6'-0" OF MAIN LEVEL SUBFLOOR FRAME WALL TO UNDERSIDE A C H V W H F . D . B R A C I N G F O U N D A T I O N S Y S T E M B R A C I N G F O U N D A T I O N S Y S T E M BRACING FOUND.SYSTEM 4'-0"MAX FB FULL/LO BSMT B R A C I N G F O U N D A T I O N S Y S T E M B R A C I N G F O U N D A T I O N S Y S T E M BRACING FOUND.SYSTEM 4'-0"BRACING FOUNDATIONSYSTEMMAX.BRACING AT FOUND. C O C K S I L L 2'-0" 1 3 ' - 2 " 17'-6 1/2" 5'-9" P O U R E D C O N C . W A L L 1 6 " x 8 " C O N C . F T G . 8 " T H I C K , 8 ' - 4 " H I G H 4'-11 1/2" DROPPED BEAM 30x30x12CONC. PAD FTG. B.P. D R O P P E D B E A M ( c o n t ) 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 36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOM POINT LOAD FROM ABOVE 42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOM POINT LOAD FROM ABOVE 34x48 FBGLSHOWERSURROUND16"x8" CONC. FT G . POURED CONC. W A L L 8" THICK, 8'-4" HI G H 4'-0" 4'-6" C A N T . J O I S T S TREATED 2x8's 16" ON CENTER 1 6 " C O N C . P I E R F T G 6 x 6 T R E A T E D P O S T M I N . 3 ' - 6 " B E L O W G R A D E T Y P I C A L : P O R C H A B O V E (2) 2x10 DROPPED BEAMCANT. JOISTS 8"4'-9" 6'-6" 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'-3 1/2" 8 " 1 2 ' - 0 1 / 2 " C A N T . B E A M 5'-4"8" 24" TOWEL BAR J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F 1 3 0 2 S Q . F T . 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 1 / 2 " = 1 ' - 0 " P O R C H S K I R T D E T A I L 1 / 2 " = 1 ' - 0 " F R O N T P O R C H L E D G E R S E C T I O N 6 1/4"7 1/4"6 3/4" F L A S H I N G A B O V E D O O R T H R E S H O L D G R A D E T O P O F S U B F L O O R T O T O P O F J O I S T 4 - 1 / 2 " F R O M 1 1/2" A N D B E L O W 2 x 8 & 2 x 1 0 T R T D L E D G E R S T R T D 2 X 8 J O I S T S 1 6 " O . C . ( 8 ) 1 0 d C O M M O N N A I L S T R T D . 2 X 1 0 R I P P E D ( T O P O F F O U N D T O B O T T O M O F D E C K J O I S T ) 5 / 4 " D E C K I N G R I M B O A R D 1 - 1 / 8 " O S B 1 8 " F L O O R T R U S S E S ( 4 ) P E R D E C K , R A T E D A T 7 5 0 # E A C H S P A C E D E V E N L Y , M A X . 2 4 " F R O M E N D O F L E D G E R L A T E R A L L O A D C O N N E C T I O N : U S P L T S 1 9 - T Z w / L B P 1 2 - T Z W A S H E R 1 x 1 0 C E D A R S K I R T A T D R O P P E D B E A M 1 x 1 0 C E D A R S K I R T A T D E C K R I M J O I S T B L O C K I N G A S R E Q . F O R S K I R T S U P P O R T D R O P P E D B E A M U S P L T S 1 9 - T Z B R A C I N G A N D W O O D B L O C K I N G S E E P A G E 5 F O R D E T A I L S 30x30x12CONC. PAD FT G . 3 4 x 3 4 x 1 4 CON C . P A D F T G . R A D O N V E N T P I P E 2'-6 1/2"2'-10 1/2"1'-11"3 1/2x5 1/2 VERSA COLUMN5-1/4x5-1/ 4 V E R S A C O L U M N 1 / 2 " = 1 ' - 0 " F R O N T P O R C H L E D G E R D E T A I L 18" FLOOR TRUSSES 3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 3 / 4 " S U B F L O O R 6 1/4"7-1/4" 2 x 8 P O R C H L E D G E R 2 x 6 E X T E R I O R W A L L . 2""MIN. . . 5 1/4" 2" FROM TOP L A G S C R E W T O B E M I N . 2 " F R O M E D G E 1 6 " O . C . U N D E R 1 0 ' - 0 " S P A N 1 2 " O . C . O V E R 1 0 ' - 0 " S P A N S U B F L O O R T O T O P O F L E D G E R OF LEDGER 1 9 . 2 " O . C . F L O O R T R U S S E S B L O C K I N G , L A I D F L A T ( 2 ) T R T D 2 x 1 2 ( 8 ) 1 6 D N A I L S O N I N S I D E B L O C K I N G , L A I D F L A T T R T D ( 2 ) 2 x 1 2 ( 8 ) 1 6 D N A I L S P E R S I D E ( 8 ) 3 0 D N A I L S O N O U T S I D E L A G S C R E W S 1 / 2 " D I A M E T E R I N S T A L L E D S T A G G E R E D I N 2 R O W S L A G S C R E W S W / W A S H E R T O B E U S P L T S 1 9 - T Z S T R A P S T O B E A T T A C H E D T O D E C K J O I S T O R 2 X 1 2 B L O C K I N G A N D A N C H O R E D I N T O F L O O R T R U S S . ( 4 ) S T R A P S P E R D E C K / P O R C H , R A T E D A T 7 5 0 # E A C H , T O B E S P A C E D E V E N L Y . M A X 2 4 " F R O M E N D O F D E C K L E D G E R M I N I M U M 3 " P E N E T R A T I O N T H R U O S B R I M & F L O O R T R U S S ( 3 ) 2 x 1 0 D R O P P E D B E A M COCK SILL 6 ' - 8 " 1 ' - 0 " 6'-11"16'-4" 1 4 ' - 2 " 2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH 5036 SLIDER5036 SLIDER5036 SLIDER 50'-0"12'-7"8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.THRU PLATES GROUNDING ROD F O U N D A T I O N I N S U L A T I O N F R O N T F O U N D A T I O N W A L L : - 2 0 S Q F T / 5 0 L I N F T = 0 . 4 0 R A T I O R - 1 0 R E A R F O U N D A T I O N W A L L : - 3 1 S Q F T / 5 0 L I N F T = 0 . 6 2 R A T I O R I G H T S I D E F O U N D . W A L L : - 5 7 S Q F T / 3 5 L I N F T = 1 . 6 2 R A T I O L E F T S I D E F O U N D . W A L L : - 6 4 S Q F T / 2 5 L I N F T = 2 . 5 6 R A T I O - F O U N D A T I O N I N S U L A T I O N R A T I N G S A R E B A S E D O N L E S S T H A N 2 . 6 A I R C H A N G E S P E R H O U R D U R I N G T H E A I R L E A K A G E T E S T R - 1 0 R - 1 5 R - 1 5 R E Q U I R E M E N T S 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . W I N D O W & D O O R S C H E D U L E - L O O K O U T C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 5 0 3 6 S L I D E R 0 . 2 9 6 0 " X 4 2 " B E D R O O M 0 . 3 2 1 5 0 3 6 S L I D E R 0 . 2 9 6 0 " X 4 2 " F A M I L Y R M . 0 . 3 2 2 P L A N O P T I O N S L O O K O U T B A S E M E N T 55 5 (2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam ( 3 ) 1 1 - 7 / 8 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 . 35'-0" 12'-6" 36'-6"5'-0"18'-0"49'-0"6'-4"7'-0"24'-0"11'-8"25'-0"50'-0" 1 9 ' - 0 " 19'-6"11'-6" 1 9 ' - 6 " 1 3 ' - 2 " 6'-4" 6 ' - 6 " 6 ' - 8 " 9'-9"9'-9"5'-5 3/4"6'-0 1/4" R E F . END PANEL 1 0 ' - 8 " 2 ' - 6 " 3'-6"1'-11" 1 8 ' - 6 " 18'-0"5'-2"8'-4"6'-0"19'-6"11'-0"2'-0"12'-0"10'-0"4'-8" 5'-4"4'-8" 49'-0" 4'-6"3'-10"1'-7 3/4"3'-10 3/4"4'-8 1/2"2-42-816x7 OVERHEAD DOOR 8x7 OVERHEAD DOOR FLOOR LINE ABOVEDROPPED BEAM 1 2 ' - 0 1 / 2 " 6'-3 1/2" 8" 2 ' - 1 1 " 3'-5" 6"6" 18'-0"4'-6" 5'-9"4'-0"4'-0" 1 4 ' - 2 " 2 - 0 3-0 2 W 3 0 6 0 S H 3 0 4 0 S H 3060 SH3060 SH3060 SH2W 3060 SH D I N I N G FAMILYROOMCPT.GARAGESLOPE TO DOORS 4" CONC FLOOR 715 SQ. FT.TYPICAL 2x6 GARAGE WALLS OWNERSENTRYHD-FLRFOY E R HD-FLR P A N T R Y H D - F L R 2-8 12" DROPPED SOFFIT 12" DROPPED S O F F I T STEPS14" MFD I-JOISTSINSTALL PER MFRS SPECS C A N T . B E A M D R O P P E D B E A M 8 " W O O D P O R C H 1 6 " W I D E D R O P P E D S O F F I T ( S E E S E C T I O N ) DROPPED BE A M DN16R 2 x 6 B R N G W A L L 2x6 BRNG WALL2x6 BRNG WALL FLUSH BEAMDROPPED BE A M WOOD RAILING6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0" 1 4 2 3 S Q . F T . N O T E : 9 ' - 1 1 / 8 " P L A T E H E I G H T T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) T Y P . F I R S T F L O O R W I N D O W H E A D H E I G H T A T 7 ' - 1 1 3 / 8 " U . N . O . B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 3 . 0 X ON ALL WALLS & CEILING GYP. BOARD NOTE: 22x30ATTICACCESS 10" FROM HOUSE DROP PLATES 6'-4"3-4 x 8-0 OPG.2'-6 1/2"CPT.HD-FLR3'-6" 1 1 4 S Q . F T . 8'-7"50'-0"1 1/2"CPT.UP15R UP1R2X8 WALL 10'-2"7'-10" DROPPED BE A M 5'-4" 2 x 6 B R N G W A L L 3'-9 1/2"DROPPED BEAM10" FROM HOUSE DROP PLATES2'-0"D I N E T T E H D - F L R 2 - 4 H D R 10'-0"4'-0" SUBFLOOR TO 43 1/2" FROM TOP OF SET KITCHEN WINDOW RGH.OPG. OF WINDOW 6"WOOD STEPS 5'-0" T Y P I C A L P O R C H C O L U M N : 6 x 6 T R E A T E D P O S T W I T H I N 1 6 " T A P E R E D T O 1 2 " B O X E D C O L U M N O V E R 1 6 " ( F R A M E D ) S Q U A R E S T O N E B A S E 14" MFD I-JOISTSINSTALL PER MFRS SPECS 14" MFD I-JOISTS INSTALL PER MFRS SPECS K I T . H D - F L R 2 4 x 6 0 B A S E 7'-0" 8 ' - 0 1 / 2 " 3 ' - 5 " T O P 3 4 1 / 2 " A . F . F . 2 x 4 W A L L S F R A M E D 4'-4" 5'-0" CABTS. J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F R A D O N V E N T P I P E SINK 5'-4" TOP 5'-10" 5'-1" WALL VERSA-LAM COLUMN 5-1/4" x 5-1/4"LAM COLUMN 5-1/4" x 7" VERSA-6-1/2" BEARING REQ'DMFD TRUSSES AT 24" O.C.TPH 24" TOWEL BAR 9'-8"3'-10"2-4 BEDRM #6CPT.BATH #4HD-FLR36"2-6 4-07'-2"4'-6"3'-1"34x48 FBGLSHOWERSURROUND 11'-0"6'-11"4'-1"2'-6"14" TRAN S O M 6068 SGD W / 6 0 6 8 S G D W / T R A N S 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 9 4 " 0 . 3 2 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 . 2 5 " X 8 3 . 2 5 " F O Y E R 0 . 2 3 1 2 W 3 0 6 0 S H D I N I N G R O O M 1 B E D R O O M # 6 2 W 3 0 6 0 S H 1 D I N E T T E F A M I L Y R O O M 3 0 6 0 S H 1 K I T C H E N 3 0 4 0 S H 1 3 0 . 3 1 7 2 1 / 8 " X 7 2 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 7 2 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 7 2 " 0 . 3 1 2'-0"1'-6"14"x24" SOFFIT14"x24" SOFFIT 2'-0" 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . 2 0 A M P . M I C R O H O O D C I R C U I T C O O K T O P D W O V E N G A S KITCHEN BACKSPLASH TO OUSIDEVENT MICROHOOD INSTALL TILE 1/3 OFFSET GAS FPRGH. OPN.3'-1 1/2"3'-1 1/2"7'-0"5 1/2"INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING2'-0"FRAME SOFFIT AT 7'-6 1/8" FROMTOP SBFLR TO BTM FRAMING42" X 40-1/8" H D - F L R P L A N O P T I O N S G A S F I R E P L A C E S I G N A T U R E K I T C H E N K I T . B A C K S P L A S H S T A I R R A I L I N G (2)7-1/4 Versa-Lam(3)7-1/4 Versa-Lam(2)7-1/ 4 V e r s a - L a m (2)14" Versa-Lam(2)24" Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam (2)7-1/4 Versa - L a m 6 6 5 66 65 5 6PFHPFH 11'-6"7'-0"5'-0"11'-6" 6'-4"11'-2" 35'-0"6'-0" 41'-0" 50'-0" 1 3 ' - 6 " 15'-2"50'-0" 1 3 ' - 6 " 5 ' - 6 " 8'-2"10'-9 1/2" 1 9 ' - 0 " 12'-0 1/2"18'-11 1/2"25'-0"16'-0"41'-0"3'-0"13'-0"2'-6"5'-6"4'-6"8'-6 1/2"3'-4 1/4" 5 ' - 9 1 / 2 " 5 ' - 6 " 8 ' - 0 " 6 ' - 6 " 7 ' - 0 " 2 ' - 7 " 2'-1 1 " 6'-0 1/4"6'-0 1/4"6'-7 3/4"1'-10 1/4" 7 ' - 0 " 6 ' - 6 " 7' - 8 " 7'-6"2ND FLOOR PLA N 1/4"=1'-0" 1 5 8 0 S Q . F T . L I V I N G A R E A N O T E : 8 ' - 1 1 / 8 " P L A T E H E I G H T T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) T Y P . S E C O N D F L O O R W I N D O W H E A D H E I G H T A T 6 ' - 1 1 3 / 8 " U . N . O . B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R 2 - 6 2 - 6 11'-6 3/4"3'-4"2'-2"LINEN 2W 3050 SH 2 W 3 0 5 0 S H 3 0 5 0 S H 2W 3050 SH 2'-3"8'-11"DN16R2-6 2-0 2-6 B E D R M # 2 C P T . B E D R M # 3 C P T . BEDRM #4CPT.W.I.C.CPT.W/ WOOD CAP 42" HIGH HALF WALLThese plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 4 . 0 X 3040 SHTEMP GL GAMEROOMCPT. 3 0 5 0 S H 36'-6"10'-0"3'-8 3/4"24" TOWEL BAR72"14'-2"7'-2"7'-1"7'-1"2-48'-4 1/4"2W 3050 SH2-4 2-4 OWNERSBEDRMCPT.W.I.C.CPT.OWNERSBATHHD-FLR 2 - 8 W A S H D R Y 135013502-4 7'-6"4'-0" 3 ' - 6 " 2 - 4 W.I.C.CPT. W . I . C . C P T . W . I . C . C P T . 2 - 4 INSIDE FRAMING 2 - 4 2 x 6 W A L L 2-4 7'-6"3'-8"3'-6"2x6 WALLTPH18'-0"GIRDER TRUSS2020 FXTEMP GL 2020 FXTEMP GL MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.2'-3 1/2" T E M P 5 - 0 F B G L T U B / S H W R 22x30 ATTIC ACCESS R A D O N V E N T P I P E CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR O W N E R S B A T H W / 1 / 2 " = 1 ' - 0 " S H O W E R B A S E F I B E R G L A S S B A S E 18" D E T A I L ' A ' 3 4 X 6 0 F I B E R G L A S S C L 1 6 " @ 3 4 " S H W R 4'-0" C L S H O W E R C O N T R O L TO CENTER OF SHOWER VALVE SEATS & TOE LEDGES 1 0 - 3 / 4 " 3 6 " V A L V E 1 7 - 3 / 1 6 " @ 3 6 " S H W R J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F W I N D O W & D O O R S C H E D U L E - U P P E R L E V E L C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 2 W 3 0 5 0 S H 1 W . I . C . 1 B E D R M # 4 G A M E R O O M 1 2 W 3 0 5 0 S H 2 W 3 0 5 0 S H O W N E R S B R 1 3 0 4 0 S H O W N E R S B A T H 1 2 0 2 0 F X 2 2 W 3 0 5 0 S H 1 B E D R M # 3 1 B E D R M # 2 O W N E R S B A T H 3 0 5 0 S H 3 0 5 0 S H 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 2 4 " X 2 4 " 0 . 3 1 0 . 3 2 2 4 " T O W E L B A R L I N E N 1 8 " B A T H # 2 H D - F L R TPH 6 0 " L A U N D H D - F L R NO TOP PLATESNO TOP PLATES 5-1/4x5-1/4 VERSACOL.5-1/4x5-1/4 VERSACOL. N O T E S : A L L T O E L E D G E S A N D S E A T S A R E 1 8 " O F F T H E S U B F L O O R B A T O E L E D G E S A R E M O D E L B T - 1 7 B Y B E T T E R B E N C H S Y S T E M S D M I X E R V A L V E I S A L W A Y S C E N T E R E D B E L O W S H O W E R H E A D C H E I G H T O F S H O W E R S H E L V E S T O B E D E P E N D A N T O N T I L E S E L E C T I O N S W I R E S H E L F W/ 36" GLASS PANEL 2x4 WALL, 48" HIGHW/ CT SURROUND 34x60 FBGL BASE42x60FBGL TUBPROVIDEACCESS6" SPLASH 3'-8"TOELEDGESHWRSHELF 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . P L A N O P T I O N S T I L E D S H W R . S U R R O U N D 2 N D S I N K I N B A T H # 2 - 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 ) . 5 5 These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 5 . 0 X J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F P O R C H A B O V E ELECTRICAL PL A N S E P E R A T E 1 5 A M P C I R C U I T W / S I N G L E R E C E P T A C L E SDS G F I 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 BASEMENT W P S U M P A / C 1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FU T U R E FAMI L Y R M U N F I N I S H E D S T O R A G E / M E C H . R/I3/4BUNEXCAVATED A C H V W H F . D . SMART HOMESYSTEM RECEPTACLE LOW VOLTAGESYSTEM RECEPTACLE W A T E R S O F T R E C E P T A C L E 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . P L A N O P T I O N S L O O K O U T B A S E M E N T ELECTRICAL PLAN1/4"=1'-0"1ST FLOOR C D I N I N G FAMILYROOMGARAGEOWNERSENTRYFOYER P A N T R Y K I T . W O O D P O R C H These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 6 . 0 X J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F DINETT E E L E C T R I C A L P L A N 1 / 4 " = 1 ' - 0 " B E D R M # 2 O W N E R S B E D R M 2 N D F L O O R B E D R M # 3 B E D R M # 4 W . I . C . W . I . C . W . I . C . W . I . C . W . I . C . B A T H # 2 L S W P SSSSS S W P GFI TSSSSPRINKLERSYSTEMRECEPTACLE U S B S S SS S S D S S S S R O U G H - I N C E I L I N G F A N S S G F I GFI S SS S G F I S S S C S D / C M D S D S D S D / C M D S S S D S G F I F A N SDSSGFI BEDRM #6BATH #4FANL S S S F A N O W N E R S B A T H L S F A N L L L L SD/CMDSCHIMESHCP S S S SS2nd SMAR T HOME REC E P T . D D D D D D D G A M E R O O M L L L L L L L LLLL L L L L L L D L STECH TUBE S P E N D . P E N D . 7'-6 1/2"3'-0" 7 ' - 7 1 / 2 " 4'-0"4'-7 1/2"LL CLSLLLL D I S P . S S L SS C D 1 8 8 3 1 H O U S T O N W A Y P E R M I T / C O N S T . P L A N S L O T 4 , B L K 5 , C H O K E C H E R R Y H I L L 4 T H A D D . P L A N O P T I O N S G A S F I R E P L A C E S I G N A T U R E K I T C H E N K I T . B A C K S P L A S H S T A I R R A I L I N G K I T . P E N D A N T L I G H T I N G F A M I L Y R M . L I G H T I N G P K G . D I N E T T E L I G H I T N G P K G . T I L E D S H W R . S U R R O U N D 2 N D S I N K I N B A T H # 2 TO OUSIDEVENT MICROHOOD 7 . 0 X J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 9'-1 1/8"10'-3 7/8"CONC WALL 9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR S L O P E T O D O O R S W.I.C. G A R A G E 2 4 ' - 0 " 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A - A 25'-0"OWNERSENTRY 4 " C O N C . F L O O R BEDRMOWNERSBEDROOM #6 D R O P P L A T E S 1 0 " A T 2 - C A R P O R T I O N O F G A R A G E 10" 8'-4 7/16" 2 0 ' - 0 " 4 1 2 7'-6 7/16" 14" MFD I-JOISTS18" MFD FLOOR TRUSSES MFD TRUSS 1'-4"1267 7/16" 1 ' - 4 " 126 7 7/16" 1 / 4 " = 1 ' - 0 " CROSS S E C T I O N C - C 9'-1 1/8"10'-3 7/8" C O N C W A L L 9'-8 3/4"8'-2"8'-1 1/8" 3 / 4 " S U B F L O O R 3 / 4 " S U B F L O O R 8 ' - 4 " P O U R E D C O N C W A L L 3 1 / 2 " C O N C . F L O O R D I N I N G PA N T R Y KITCHEN W.I.C.BA T H # 2 B E D R M # 3 BEDRM #2 9'-1 1/8" 10'-3 7/8" C O N C W A L L 9'-8 3/4" 8'-2"8'-1 1/8" 3 / 4 " 2 5 0 S U B F L O O R 3 / 4 " 3 5 0 S U B F L O O R 8 ' - 4 " P O U R E D C O N C W A L L 3 1 / 2 " C O N C . F L O O R 1 4 " M F D I - J O I S T S S L O P E T O D O O R S W . I . C . G A R A G E 2 2 ' - 0 " 2 3 ' - 0 " 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N B - B 5 ' - 0 " B E D R M # 4 4 " C O N C . F L O O R R O O M G A M E R O O M F A M I L Y 1 8 ' - 0 " 35'-0" 1 / 4 " = 1 ' - 0 " L O N G I T U D I N A L S E C T I O N D - D 9'-1 1/8" 10'-3 7/8" C O N C W A L L 9'-8 3/4" 8'-2"8'-1 1/8" 3 / 4 " 2 5 0 S U B F L O O R 3 / 4 " 3 5 0 S U B F L O O R 8 ' - 4 " P O U R E D 3 1 / 2 " C O N C . F L O O R K I T C H E N O W N E R S B A T H O W N E R S E N T R Y W . I . C . B A T H # 2 W . I . C . H A N D R A I L A L L S T A I R S P R O V I D E M I N . 6 ' - 8 " H E A D R O O M 4 ) L S L S T R I N G E R S 7 3 / 4 " M A X R I S E 1 0 " T R E A D C U T S T A I R D A T A F L A T F R A M E F O R L I G H T I N G F I X T U R E 1'-0" 1 8 " M F D F L O O R T R U S S E S 1 4 " M F D I - J O I S T S 1 8 " M F D F L O O R T R U S S E S 1 ' - 4 " 1 2 4 4 3/4" 1 8 ' - 0 " 4 ' - 0 " 1 6 " W I D E D R O P P E D S O F F I T V E R I F Y D E P T H P E R B E A M S I Z E 1 ' - 4 " D R O P P E D B E A M 6 ' - 0 " 6 1/4" 1 8 " M F D F L O O R T R U S S E S 1 4 " M F D I - J O I S T S DROPPED BEAM 6'-8" MIN HEADROOM 2 x 8 J O I S T S 5 / 4 " D E C K I N G ( 2 ) 2 x 8 D R O P P E D B E A M 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 S E T O N 1 0 " T H I C K P O U R E D C O N C . W A L L C O N C . S I D E W A L K T O P O F T H R E S H O L D T O T O P O F J O I S T 6 - 1 / 4 " F R O M 8 " 5 ' - 4 " C A N T . J O I S T S 4 1 ' - 0 " 1 ' - 4 " 10 1/8" HEEL GIRDER TRUSS 8 1 2 6'-8" MIN HEADROOM 1 4 " D R O P P E D B E A M R I M B O A R D 9'-11 3/8" R I P P E D 4 1 ' - 4 " 4 3/4" 5 ' - 4 " 1 2 8"2'-7 1/2" These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 8 . 0 X J O R D A N - 5 4 7 0 - B - 3 . 1 P C # 6 4 7 : 4 - 1 7 - 2 0 1 9 - L L P C # 6 6 5 : 5 - 2 8 - 2 0 1 9 - L L P C # 6 3 7 : 8 - 1 5 - 2 0 1 9 - C F P C # 6 6 6 : 9 - 2 5 - 2 0 1 9 - C F A T T I C V E N T I L A T I O N H O U S E : 1 6 3 3 S Q . F T . 3 9 1 . 9 2 N E T F R E E V E N T N E E D E D A T R I D G E 5 4 ' ( L I N . F T . R I D G E V E N T ) X 1 8 S Q . I N . ( P E R L I N . F T ) = 9 7 2 P R O V I D E D F U L L Y V E N T E D S O F F I T S V E N T 1 / 3 0 0 t h O F R O O F A R E A 5 0 % T O 8 0 % N E A R R I D G E 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 3 9 1 . 9 2 N E T F R E E V E N T N E E D E D A T S O F F I T G A R A G E : 5 0 6 S Q . F T . 1 2 1 . 4 4 N E T F R E E V E N T N E E D E D A T R I D G E 1 4 ' ( L I N . F T . R I D G E V E N T ) X 1 8 S Q . I N . ( P E R L I N . F T ) = 2 5 2 P R O V I D E D F U L L Y V E N T E D S O F F I T S 1 2 1 . 4 4 N E T F R E E V E N T N E E D E D A T S O F F I T G A R A G E S L A B L E D G E D E T A I L 1 / 2 " S H E A T H I N G M I N . R - 2 0 I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . H O U S E W R A P S I D I N G P E R E L E V . B A R R I E R P A S T A C O U S T I C A L S E A L A N T E X T E N D P O L Y V A P O R 1 - 1 / 2 " T H E R M A X 2 - 1 / 4 " X 1 2 " D U C T I N S U L A T I O N ( R - 1 0 x 2 ) 1 / 2 " = 1 ' - 0 " W A L L D E T A I L 1 / 2 " = 1 ' - 0 " T H E S L O P I N G O F T H E F L O O R B E P R O T E C T E D W H E R E V E R 4 " C O N C . G A R A G E F L O O R R I G I D I N S U L A T I O N M U S T C R E A T E S A N E X P O S U R E . 5 / 8 " G Y P . B D . 2-PLY 24" VERSALAM BEAM 10"14" MFD I-JOISTS2'-0"1'-2"(BOISE-EWP ONLY) T Y P I C A L W A L L S E C T I O N 1 / 2 " = 1 ' - 0 " 9'-1 1/8" T R U S S E S P E R P L A N 3 / 4 " S U B F L O O R V A R I E S S E E P L A N V A R I E S 1 2 2 x 6 S T U D S A T 1 6 " O . C . B L O C K A T M I D P O I N T 2 x 6 B E A R I N G W A L L 1 4 x 8 C O N C . F T G . 6 " H A L F H I G H C O N C . C U R B . B L K . 1 / 2 " A N C H O R B O L T S O M I T B E A R I N G W A L L A T S T E E L O R L V L B E A M R - 4 9 I N S U L . M F D T R U S S E S AI R C H U T E S A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S N O T E D U N L E S S O T H E R W I S E N O T E D U N L E S S O T H E R W I S E O V E R 1 / 2 " S H E A T H I N G S H I N G L E S O V E R F E L T P A P E R R I G I D W I N D W A S H I N S T A L L E D E X T E N D I N G B A R R I E R M U S T B E T O W I T H I N 1 - 1 / 2 " t o 2 " F R O M B O T T O M O F R O O F S H E A T H I N G 4 M I L . P O L Y V A P O R / A I R B A R R I E R A L U M I N U M C O R N I C E V E N T S 4 0 % T O 5 0 % N E A R R I D G E V E N T 1 / 3 0 0 t h O F R O O F A R E A R E M A I N D E R I N S O F F I T P E R I R C S E C T I O N R 8 0 6 E X T . S P R A Y - O N W A T E R P R O O F I N G W A T C H D O G + E N E R G Y S Y S T E M T R E A T E D S I L L P L A T E A P P R O V E D A N C H O R P E R C O D E ( I R C R 4 0 3 . 1 . 6 ) 1 6 x 8 C O N C . F T G . R U N I N T O S U M P B A S K E T C O N T I N U O U S D R A I N T I L E W H E R E A P P L I C A B L E T R E A T E D S I L L P L A T E V E R T I C A L R E I N F O R C I N G A S S O I L C O N D . R E Q U I R E W / S I L L S E A L E R M I N . 4 2 " B E L O W F I N I S H E D G R A D E A L L E X T E R I O R F O O T I N G S T O B E 4 " I N C H C L E A N A G G R E G A T E O R C O N C R E T E S L A B A N D P R E P A R E D S U B G R A D E 6 M I L P O L Y V . B . W / L A P P E D S E A M S 1 2 " B E T W E E N A P P R O V E D G A S - P E R M E A B L E L A Y E R P A S S I V E S U B - S L A B D E P R E S S U R I Z A T I O N S Y S T E M R E Q U I R E D P E R M I N N E S O T A R E S I D E N T I A L E N E R G Y C O D E 1 3 2 2 . 2 1 0 0 P O U R E D C O N C . W A L L 8 " T H I C K , 8 ' - 4 " H I G H 2 x 6 L O O K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . 8 " T H I C K , 4 2 " H I G H P O U R E D C O N C . W A L L 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 2 x 6 W A L K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . P O U R E D C O N C . W A L L ( 6 " C U R B , 2 " I N T . L E D G E ) 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 8 " T H I C K , 4 2 " H I G H O P E N I N G S , J O I N T S A N D S U M P S F O U N D A T I O N W A L L & S L A B S E A L J O I N T B E T W E E N 3 - 1 / 2 " C O N C . F L O O R S E A L E D A T 8'-1 1/8" 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . J O I S T S P E R P L A N 3 / 4 " S U B F L O O R S E E P L A N V E R T I C A L C L E A R A N C E O F N O T L E S S T H A N T H E E X T E R I O R W A L L T O P P L A T E T O T H E R O O F S H E A T H I N G S I X I N C H E S F R O M T H E O U T S I D E E D G E O F 6" MIN. HEEL 6 ' - 0 " O F I C E & W A T E R S H I E L D I N S T A L L P E R M F R ' S S P E C S T E R M I N A T E 1 2 " A B O V E R O O F 2 x 6 S U B F A S C I A S E A L A N T B Y C A R P E N T E R P R I O R T O S H E A T H I N G P R O V I D E R E C E P T A C L E F O R F U T U R E R A D O N F A N V E N T P I P E S H A L L B E I N S T A L L E D W I T H A M I N I M U M 2 4 " H O R I Z O N T A L C L E A R A N C E A N D 3 6 " V E R T I C A L C L E A R A N C E T O A L L O W F O R F U T U R E I N S T A L L A T I O N O F R A D O N F A N ( A C T I V E S Y S T E M ) W / V A P O R B A R R . 5 / 8 " G Y P . B D . A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S 4 M I L . P O L Y V A P O R / A I R B A R R I E R W / A P P R O V E D S E A L A N T G Y P . B D . W / V A P O R B A R R . 1 / 2 " S A G - R E S I S T A N T 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " T O E A C H S I D E O F " T " F I T T I N G I N A G G R E G A T E 1 0 ' S E C T I O N O F P E R F O R A T E D P I P E C O N N E C T E D 1 / 2 " O S B o r 1 / 2 " T R E A T E D P L Y W D A T G R O U N D L E V E L A P P L I C A N T I O N S T O M A I N T A I N P E R M A N E N T C O N T A C T W I T H T H E U N D E R S I D E O F T H E S U B F L O O R D E C K I N G F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E F I N I S H E D G R A D E W I L L V A R Y J O I S T C A N T I L E V E R D E T A I L ( R - 3 0 . 5 ) ( S T C - 4 1 ) 5 " M I N . P O L Y U R E T H A N E F O A M 2 x 6 E X T E R I O R W A L L ( S E E O S W E L L E N G I N E E R I N G ) R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 2 x 6 E X T E R I O R W A L L 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 G Y P . B D . E X C E P T 8 0 S F A T 1 / 2 " S A G - R E S I S T A N T R U N N I N G T H R U U N C O N D I T I O N E D S P A C E S T O H A V E R - 4 I N S U L . ( M I N ) V E N T P I P E R - 1 0 R I G I D I N S U L A T I O N I N T E N D E D F O R E X T E R I O R U S E A S T M C 5 7 8 , C 6 1 2 o r C 1 0 2 9 I N S T A L L E D P E R M F R ' S S P E C S A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E T H E M E C H A N I C A L R O O M O F F O U N D A T I O N W A L L 1 6 x 8 C O N C . F T G . 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E ( I F R E Q U I R E D P E R F O U N D A T I O N E X T E N D O V E R S I L L P L A T E R - 5 R I G I D I N S U L A T I O N ( A T R I G H T A N D L E F T S I D E O F H O M E O N L Y ) S E A L E D A N D T A P E D A T T O P C A L C U L A T I O N S , R 4 0 2 . 2 . 8 . A ) R - 5 R I G I D I N S U L A T I O N ( A T S I D E L O O K O U T F O U N D A T I O N O N L Y , N O T A T R E A R L O O K O U T W A L L S ) R - 5 R I G I D I N S U L A T I O N - O N I N S I D E T A P E & S E A L A T T O P F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E D R A I N T I L E A T W A L K O U T W A L L S ( H I L L C R E S T O N L Y ) W / R - 1 0 D R A I N A G E B O A R D R O L L - O N W A T E R P R O O F I N G W A L L E D G E , A C R O S S T H E T O P , A N D E X T E N D F R O M T O P I N T E R I O R 6 " D O W N T H E E X T E R I O R W A L L F A C E 9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8" 3 / 4 " S U B F L O O R 3 / 4 " S U B F L O O R 8 ' - 4 " P O U R E D C O N C W A L L 3 1 / 2 " C O N C . F L O O R 1 8 " M F D F L O O R T R U S S E S 1 4 " M F D I - J O I S T S GARAGE4" CONC. FLOOR1/4"=1'-0"LONGITUDINAL SECTIO N E - E 30'-6" B E D R M # 3 1'-4"8 1211'-6 1/2"18'-11 1/2" 1 9 ' - 6 " F O Y E R D I N I N G BEDRM #4DROP PLATES 10"AT 2-CAR PORTION OF GARAGE 10"10 1/8"HEEL W . I . C . 8 129'-11 3/8"3/4" RIGID INSUL.MIN. R-30 BATT. INSUL. 1 ' - 4 " 10 1/8" HEEL 8 1 2 1'-4"10 1/8"HEELDROPPED BEAM SEE LP ORBOISE PLANS FOR SIZE1'-4"2'-0"3'-2"WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL 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 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAME BEAM 1/2" OSBOVER 2xTREATED FRAME WOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE 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 ) 16" AT BASE16" AT BASE L I G H T F I X T U R E S 1 / 2 " = 1 ' - 0 " B L O C K I N G A T 7 - 1 / 4 " 12" 4" 4 " D I A . H O L E 14" TO TOP OFSTONE VENEER 1 " = 1 ' - 0 " W A L L D E T A I L L O O K O U T F I N I S H 2 x 6 T R E A T E D S I L L P L A T E 1 x 6 S I L L P L A T E 2 x 4 I N T E R I O R W A L L 2 x _ T R E A T E D B L O C K I N G 1 / 2 " G Y P . B D . 1 / 2 " G Y P B D L E D G E 6 - 1 / 2 " C A P B O A R D S H O E P E R I M E T E R W I N D O W F R A M E E X T E R I O R S H E A T H I N G R - 1 0 E X T E R I O R I N S U L A T I O N R - 5 I N T E R I O R I N S U L A T I O N ( I F R E Q ' D P E R C O D E ) 1 / 2 " = 1 ' - 0 " F L O O R D E T A I L D E N S E P A C K F I B E R G L A S S 3 / 4 " S U B F L O O R 6 " R O U N D D U C T W O R K M A N U F A C T U R E D I - J O I S T S R - 8 I N S U L A T I O N W R A P N E T R - 3 0 S P R A Y F O A M I N S U L . 4 . 3 4 " A R O U N D D U C T W O R K ( R - 6 . 9 P E R I N C H ) B L O W N - I N I N S U L A T I O N 1 " C L O S E D - C E L L S P R A Y F O A M 5 / 8 " G Y P . B D . 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 1 2 ' 0 " 2 B3 3 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 " 3 B4 2 B e a m b y o t h e r s 6 ' 0 " 1 B5 1 B e a m b y o t h e r s 4 ' 0 " 1 Pt 1 1 3 - 1 / 2 " x 5 - 1 / 2 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 8 ' 0 " 1 Pt 2 1 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 8 ' 0 " 1 OP T I O N A L E G R E S S WI N D O W H E A D E R (2 ) 1 - 3 / 4 " X 7 - 1 / 4 " X 6 ' VE R S A L A M L V L ST A I R W A Y UN E X C A V A T E D FL O O R T R U S S E S BY O T H E R S PO R C H F R A M I N G BY O T H E R S Pt 2 Pt 1 B1 B3 B2 B5 B 4 B 4 4 ' 0 " 1 0 ' 0 " 3 5 ' 0 " 4 9 ' 0 " 2 4 ' 0 " 2 5 ' 0 " 19 ' 0 " 11 ' 6 " 19 ' 6 " 50 ' 0 " 4 ' 6 " 1 2 ' 0 " 11 ' 0 " 19 ' 6 " 2 ' 0 " Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B2 2 B e a m b y o t h e r s 6 ' 0 " 1 B2 B1 B2 50 ' 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 3 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 " 3 B2 1 B e a m b y o t h e r s 8 ' 0 " 1 B3 1 B e a m b y o t h e r s 4 ' 0 " 1 B2 B1 B3 50 ' 0 " Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5470-B3-GLBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.12-1-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-B3-GL D.R. HORTON MAIN FLOOR FRAMING DESIGN = L/480 BA S E M O D E L MA I N F L O O R F R A M I N G WA L K O U T O P T I O N LO O K O U T O P T I O N 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 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 3 6 ' 0 " 1 J2 1 0 1 4 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J3 1 0 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 J4 1 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 2 ' 0 " 1 J5 2 1 4 " B C I ® 4 5 0 0 s - 1 . 8 8 ' 0 " 1 B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 2 B2 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 B3 3 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 " 3 B4 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B5 2 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 2 B6 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 2 ' 0 " 2 B7 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B8 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 1 B9 2 1 - 3 / 4 " x 2 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 8 ' 0 " 2 B1 0 3 B e a m b y o t h e r s 8 ' 0 " 1 B1 1 1 B e a m b y o t h e r s 6 ' 0 " 1 B1 2 6 B e a m b y o t h e r s 4 ' 0 " 1 Ca 1 1 6 1 - 1 / 8 " x 1 4 " B C R I M B O A R D O S B 1 2 ' 0 " 1 Bk 1 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 1 ' 0 " 1 Pt 1 1 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 2 ' 0 " 1 Pt 2 1 5 - 1 / 4 " x 7 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 0 ' 0 " 1 Pt 3 2 P o s t b y o t h e r s 8 ' 0 " 1 Co n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t H1 1 8 U S P T H F 1 7 1 4 0 H2 1 U S P H D 4 1 2 I F ST A I R W A Y PO R C H GA R A G E 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 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 ST A R T F R A M I N G H E R E FO R J O I S T S O V E R GA R A G E @ 1 9 . 2 " O C SI N G L E TR I M M E R S OP T I O N A L 6 F T WI D E W I N D O W "B E A M B Y O T H E R S " Pt 2 Pt 1 Pt 3 Pt 3 B5 B4 B1 0 B1 2 B1 2 B2 B3 B1 2 B1 2 B2 B 1 2 B1 2 B1 0 B1 0 B 8 B7 B 8 B1 1 B6 B 9 B1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 Ca 1 C a 1 Ca 1 H2 J1 J3 J5 J2 J 4 B k 1 H1 H1 H 1 4 ' 0 " 1 0 ' 0 " 3 5 ' 0 " 4 9 ' 0 " 2 4 ' 0 " 2 5 ' 0 " 19 ' 0 " 11 ' 6 " 19 ' 6 " 50 ' 0 " 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 L e n g t h P l i e s B1 1 B e a m b y o t h e r s 4 ' 0 " 1 EX I S T I N G PA N T R Y HE A D E R SI N G L E TR I M M E R S B1 3 5 ' 0 " 4 9 ' 0 " Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5470-B3-GLBy: Anthony EstevezDate: 10-30-15Scale: 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.2-2-19 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 #5470-B3-GL D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480 BA S E M O D E L UP P E R F L O O R F R A M I N G DETAIL N/A OP T I O N A L P A N T R Y 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 1 G i r d e r T r u s s b y o t h e r s 2 6 ' 0 " 1 B2 4 B e a m b y o t h e r s 8 ' 0 " 1 B3 1 B e a m b y o t h e r s 6 ' 0 " 1 B4 3 B e a m b y o t h e r s 4 ' 0 " 1 Pt 1 2 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 0 ' 0 " 1 PO R C H R O O F GA R A G E R O O F ST A I R W A Y SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S Pt 1 Pt 1 B2 B4 B2 B3 B 4 B2 B2 B4 B 1 6 ' 0 " 3 5 ' 0 " 4 1 ' 0 " 1 6 ' 0 " 2 5 ' 0 " 19 ' 0 " 12 ' 0 " 19 ' 0 " 50 ' 0 " Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5470-B3-GLBy: Anthony EstevezDate: 10-30-15Scale: 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.4-3-18 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 #5470-B3-GL D.R. HORTON UPPER FLOOR HEADERS DESIGN = L/360 BA S E M O D E L UP P E R F L O O R H E A D E R S DETAIL N/A %12;4+)*6*#0510)4172..%‹ & G U E T K R V K Q P & C V G 4 G X K U K Q P ( G D T W C T [          2 T Q L G E V  0 W O D G T  & C V G       5   5 J G G V U     Q H  2 T K P V  0 C O G  5 K I P G F   . 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( 4 # / '  # 5 5 * 1 9 0  + 0    5  1 5 $ Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0' $ 4 # % ' & 9 # . .  . + 0 ' $ 4 # % ' & 9 # . .  . + 0 ' $ 4 # % ' & 9 # . .  . + 0 ' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6  Ä ( 6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0' $ 4 # % ' & 9 # . .  . + 0 ' $ 4 # % ' & 9 # . .  . + 0 ' $ 4 # % ' & 9 # . .  . + 0 ' 5470 HVAC Load Calculations for D.R. Horton Lakeville Prepared By: Kris Long Silver Tree Plumbing & Heating 3185 Terminal Dr., Suite 200 Eagan, MN 55122 651-900-7054 Tuesday, July 24, 2018 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. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5470 Designed By:Kris Long Project Date:3/15/2017 Project Comment: Client Name:D.R. Horton Client City:Lakeville Company Name:Silver Tree Plumbing & Heating Company Representative:Kris Long Company Address:3185 Terminal Dr., Suite 200 Company City:Eagan, MN 55122 Company Phone:651-900-7054 Company E-Mail Address:krisl@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,316 CFM Per Square ft.:0.297 Square ft. of Room Area:4,426 Square ft. Per Ton:1,473 Volume (ft³):36,831 Building Loads Total Heating Required Including Ventilation Air:57,560 Btuh 57.560 MBH Total Sensible Gain:29,104 Btuh 81 % Total Latent Gain:6,956 Btuh 19 % Total Cooling Required Including Ventilation Air:36,060 Btuh 3.00 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. Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 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 3.00 1,473 4,426 29,104 6,956 36,060 57,560 687 1,316 1,316 System 1 3.00 1,473 4,426 29,104 6,956 36,060 57,560 687 1,316 1,316 13x18 Ventilation 1,014 4,946 5,961 6,184 Supply Duct Latent 106 106 Return Duct 9 20 29 49 Humidification 7,456 Zone 1 4,426 28,081 1,883 29,964 43,871 687 1,316 1,316 13x18 1-Basement 1,423 5,197 0 5,197 12,594 197 243 243 2--7 2-Main Floor 1,423 12,145 1,283 13,428 14,734 231 569 569 5--6 3-Upper Level 1,580 10,738 600 11,338 16,542 259 503 503 5--6 Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 455.5 197 243 243 2--7 2-Main Floor Built-In 450 750 0.01 0.1 579.6 231 569 569 5--6 3-Upper Level Built-In 450 750 0.01 0.1 512.4 259 503 503 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 809.6 687 1,316 1,316 13x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:687 Cooling Flow:1316 Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, u-value 0.32, SHGC 0.32 439 12,227 0 10,405 10,405 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 612 612 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 3041.2 17,198 0 3,223 3,223 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth 768 3,340 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth 96 452 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM 467.4 2,032 0 480 480 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic 1580 2,749 0 2,244 2,244 21A-28: 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 28' wide 1423 2,724 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover 219 667 0 84 84 Subtotals for structure:43,361 0 17,048 17,048 People:6 1,200 1,380 2,580 Equipment:683 3,430 4,113 Lighting:600 2,046 2,046 Ductwork:559 126 131 258 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,184 4,946 1,014 5,961 Humidification (Winter) 20.33 gal/day :7,456 0 0 0 AED Excursion:0 0 4,054 4,054 Total Building Load Totals:57,560 6,956 29,104 36,060 Check Figures Total Building Supply CFM:1,316 CFM Per Square ft.:0.297 Square ft. of Room Area:4,426 Square ft. Per Ton:1,473 Volume (ft³):36,831 Building Loads Total Heating Required Including Ventilation Air:57,560 Btuh 57.560 MBH Total Sensible Gain:29,104 Btuh 81 % Total Latent Gain:6,956 Btuh 19 % Total Cooling Required Including Ventilation Air:36,060 Btuh 3.00 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. Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces East Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement *243 188 112 172 208 193 159 230 2--7 2 Main Floor *569 538 404 502 487 457 414 533 5--6 3 Upper Level 503 472 370 425 430 419 379 *507 5--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°East *1,316 *29,104 6,956 *3.00 45°Southeast 1,197 26,580 6,956 2.79 90°South 887 19,949 *6,956 2.24 135°Southwest 1,099 24,488 6,956 2.62 180°West 1,126 25,050 6,956 2.67 225°Northwest 1,069 23,847 6,956 2.57 270°North 952 21,342 6,955 2.36 315°Northeast 1,270 28,139 6,956 2.92 * Indicates highest value of all rotations. 2.2 2.4 2.6 2.8 3.0 East Southeast South Southwest West Northwest North Northeast Co o l i n g T o n s Direction Front door Faces Building Rotation Tonnage Building Net Tonnage Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5470 Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 25,000 26,000 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 41,000 42,000 43,000 44,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Bu i l d i n g N e t G a i n , B t u h Time of Day Building Rotation Hourly Net Gain Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM Date Certificate Posted x Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X R-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:4 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capacity in CFMS: High: High: Mechanical Ventilation System 90 60%=105 100%=200 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:3 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 60,344 HEAT GAIN 24,996 COOLING LOAD 31,435 Mi n e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Appliances Model R-value0.30 PROG5042NRH67PV BA13NA036 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 180 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SB48080S17 Average U-Factor (excludes skylights and one door ) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall 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 18831 Houston Way Chokecherry Hill 4th Add. Plan ID 5470 North Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location Other Please Describe Here Below Entire Slab To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Insulation Location Fo a m , C l o s e d C e l l Fo a m O p e n C e l l 98 195 10/30/19 X KP