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LA176714 - 7709 205th St W Permit Pack
RESIDENTIAL 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 7709 205th Street West Lakeville MN 55044 New Single Family Home 3030-C Master Plan None $211,383.00 2/4/20 5/21/20 7 1 Cedar Crossing n n n bmhareid@drhorton.com Same as Contractor D.R.Horton, Inc - Minnesota 605657 n/a 952-985-7806 20860 Kenbridge Court Lakeville MN 55044 Silvertree 058743 651-900-7039 1335 Mendota heights Rd Mendota Hgts MN 55120 Sabre 763-473-2267 15535 medina Road Plymouth MN 55447 MB003392 9/15/20 DSM 651-480-1355 IR652046 12/31/19 Cole Feriancek 1/6/20 8 Cole Feriancek 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 I C E & W A T E R A L U M I N U M F L A S H I N G B E H I N D S T O O P 1 x 1'-0"9 7/16"XXXXXADDRESS NUMBE R STEEL PANEL OVERHEAD DOOR A 6 : 1 2 P I T C H 6:12 PITCH 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 3 0 - C 1 C A M E R O N D R A W N : 1 - 3 1 - 2 0 1 7 - A W R E V I S E D : 8 - 2 - 2 0 1 8 - L L S P E C H O M E C U S T : A D I V I S I O N O F D . R . H O R T O N I N C 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 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 DAAD 3 1/2" TRIM 5 " T R I M 3 1/2" TRIM 5 " T R I M 8 1 2 8 12 P O R C H C O L U M N 1 / 4 " = 1 ' - 0 " 2 X 6 C A P 2 X 6 B A S E 8 X 8 R E A L W O O D C O L U M N 4 X 4 R E A L W O O D A N G L E D B R A C K E T 2 X 6 C A P 2 X 6 B A S E 8 X 8 R E A L W O O D C O L U M N 4 X 4 R E A L W O O D A N G L E D B R A C K E T D E T A I L R A I N D I V E R T E R 7 ' - 1 " 1 3 ' - 6 " 7 7 0 9 2 0 5 T H S T W L O T 7 , B L K 1 , C E D A R C R O S S I N G S P E R M I T / C O N S T . P L A N S 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 " 4 R O O F V E N T S 4 R O O F V E N T S 8 : 1 2 8 : 1 2 8 : 1 2 8 : 1 2 3 ROOF VENTS G R A D E E L E V = 9 8 6 . 4 0 GRADE ELEV. = 987.73 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 1 x C E D A R 1 ' - 0 " 7 7/16" 1'-0"7 7/16" 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 6 : 1 2 P I T C H 6 : 1 2 P I T C H 6 1 2 6 12 A A A A 1 ' - 3 " 8 15/16" 8 : 1 2 P I T C H 8:12 PITCH 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 8 : 1 2 P I T C H G R A D E E L E V . = 9 8 4 . 2 0 G R A D E E L E V . = 9 8 6 . 4 0 G R A D E E L E V . = 9 8 5 . 2 0 GRADE ELEV. = 9 8 4 . 2 0 GRADE ELEV. = 987.73GRADE ELEV. = 985.20 P E R M I T / C O N S T : 1 - 2 - 2 0 2 0 - C F S e c u r e d o o r c l o s e d u n t i l d e c k i s c o n s t r u c t e d w i t h a s e p a r a t e p e r m i t . C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 1 / 1 3 / 2 0 2 0 d m a t h e w s 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 . 0 X D R A W N : 2 - 2 - 2 0 1 7 - A W C A M E R O N 3 0 3 0 - C 1 - G R P C # 6 5 6 : 5 - 1 - 2 0 1 9 - L L P C # 6 9 2 : 1 0 - 1 5 - 2 0 1 9 - L L 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 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 M 0 . 3 2 1 3 0 5 0 S H 0 . 3 1 3 6 " x 6 0 " F A M I L Y R M 0 . 3 1 1 6 0 6 8 S G D 0 . 3 1 7 2 1 / 8 " x 8 0 " F A M I L Y R M 0 . 3 2 1 48'-0" 1 9 ' - 0 " 6'-0"7'-0" 5 ' - 1 " 6 ' - 1 1 1 / 2 " 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 6 ' - 1 1 1 / 2 " 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 5 ' - 1 0 " 5'-5"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 SEWER & WATER SLEEVE DBL JOIST AT COLUMN ABOVE DBL JOIST AT COLUMN ABOVE 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 78"7 14 " F L A S H I N G A B O V E 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 6 7 / 8 " F R O M A N D B E L O W T R E A T E D 2 x 8 L E D G E R 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 ( A T L T S 1 9 - T Z S T R A P ) 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 R I M B O A R D 1 - 1 / 8 " O S B 11-7/8" I-JST 3/4" 1st FLOOR WALLSSUBFLOOR 8'-1 1/8" FOUNDATION WALL 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 L A G S C R E W T O B E M I N . 2 " F R O M E D G E 2 1 " O . C . U P T O 8 ' - 0 " S P A N 1 6 " O . C . U P 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 U S P L T S 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 " D I A . L A G 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 ) I N 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 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 - O R - 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 ) O U T S I D 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 1 4 " O . C . O V E R 1 0 ' - 0 " S P A N U S P L T S 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 " D I A . L A G 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 ) I N T E R I O R S T R A P S S P A C E D E V E N L Y - O R - 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 ) O U T S I D 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 ( 8 ) 1 0 d C O M M O N N A I L S ( T O P R O W ) 2 X 4 X 2 4 B L O C K I N G 2 X 4 X 2 4 B L O C K I N G N A I L S S T A G G E R E D 1 " 11-7/8" I-JST 1 / 2 " D I A . L A G S C R E W S 3 / 8 " D I A . L A G B O L T S 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 . T O S U B F L O O R W / A T T A C H 1 - 1 / 8 " R I M B D . 8 D N A I L S @ 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 AC HV F.D.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS FINISHEDFAM./REC. RMFINISHEDBEDRM204 SQ. FT. U N F I N I S H E D C R A W L S P A C E 57'-0" 44'-0"13'-0" 57'-0"35'-0"22'-0"20'-0"2'-0"15'-6"19'-6"29'-0"19'-2"9'-10"1'-5 1/2"16'-3"1'-5 1/2"8 1/2"8'-3"10 1/2"16'-3" M.O.8'-3" M.O.UP7R 2-8 404 SQ. FT. 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 UNEXCAVATED6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL ANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH ANCHORS AT 6'-0" O.C.16x8 CONC FTG 6" HALF-HIGH CURB TREATED BOTTOM PLATE 2x6 STUDS AT 16" O.C.2x6 BRNG WALL5'-6"23'-0"9'-6"13'-6"15'-9"3'-6"12'-3" 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 BASEMENT P L A N SCALE: 1/4"=1'-0"11 7/8" MFD I-JOISTSINSTALL PER MFRS SPECSMECH105 SQ. FT.2-8 2-82-8 2-8 W.I.C.DROPPED BEAM5'-10" 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 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 15'-9"14'-3"14'-0" 5'-9"13'-9"15'-6"7'-6"1'-0"8'-6"6'-0"3'-6"10'-3"8'-6"1'-0"3'-6"5036 SLIDER 9'-6"10'-0"5'-0"10" 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 7 ' - 6 " 5 ' - 0 " 7 ' - 6 " 5 ' - 0 " 7 ' - 0 " 6 ' - 8 " CONC PAD FTG 3-2x6 POST30x30x12 CONC PAD FTG 4-2x6 POST30x30x12 D R O P P E D H D R D R O P P E D H D R RADONVENT PIPE 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 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 SILLCOCK2'-0"THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULL OSB SHEATHING ON THEHEIGHT 2x4 FURRING WALL EXTERIOR 2X6 SIDE-WALL FAMILY/REC. RM & W.I.C.NOTE: WHEN FRAMING2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL ANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHA/C 72X12 FRAMEDDOWN SOFFIT FRAME 2X4 FURR WALLUP TO BOTTOM OF6'-0"CPT CPT3'-6" 9'-0" LAUND.WHSUMP ERV DW4'-0"1'-4"THE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULL OSB SHEATHING ON THEHEIGHT 2x4 FURR WALL GARAGE/HOUSE 2X6 COMMON 48'-0"10'-0"6'-6" 2 5 ' - 0 " 23'-0"6'-6"6-0 SGD3050 SH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALL ANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE6" CURB, 2" LEDGE18x8 CONC. FTG.MIN. 3'-6" BELOW GRADE COCK SILLBATH24" TOWEL BAR TPH30"49 SQ. FT.5-0 FBGLTUB/SHWRTHRU PLATES GROUNDING RODDROPPED FOOTING D R O P P E D F O O T I N G 7 7 0 9 2 0 5 T H S T W L O T 7 , B L K 1 , C E D A R C R O S S I N G S P E R M I T / C O N S T . P L A N S P L A N O P T I O N S W A L K O U T B A S E M E N T F I N I S H E D L O W E R L E V E L B A T H GARAGE DROPPED 8"985.20 9 8 4 . 2 0 9 8 6 . 4 0 987.73 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 1 / 2 " = 1 ' - 0 " P O R C H S K I R T D E T A I L D R O P P E D B E A M ( 4 ) S I M P S O N D T T 1 Z T I E S W / S D W H S C R E W S O R E Q U I V . M E T H O D S D W H S C R E W S O R E Q U I V . I N S T A L L E D 2 4 " ( M A X ) F R O M E D G E A N D S P A C E D E Q U A L L Y S D W H S C R E W S T O H A V E M I N . 3 " T H R E A D P E N E T R A T I O N O V E R W I D T H O F D E C K . ( L E D G E R N A I L I N G P A T T E R N N O T S H O W N F O R C L A R I T Y ) 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 : - 6 2 S Q F T / 5 7 L I N F T = 1 . 0 8 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 : - 5 1 S Q F T / 4 8 L I N F T = 1 . 0 6 R A T I O R I G H T S I D E F O U N D . W A L L : - 4 5 S Q F T / 4 4 L I N F T = 1 . 0 2 R A T I O L E F T S I D E F O U N D . W A L L : - 6 3 S Q F T / 3 5 L I N F T = 1 . 8 0 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 0 R E Q U I R E M E N T S S T E P I N F O O T I N G S T E P I N F O O T I N G STEP IN F O O T I N G D E E P E R F O O T I N G S 8877 U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . (2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)9-1/2 Versa-Lam(1)11-7/8 Versa-Lam(1)11-7/8 Versa-Lam 48'-0" 2 5 ' - 0 " 23'-0"10'-8"12'-4"6'-4"4'-4"4'-4"8'-0" 57'-0" 44'-0"13'-0" 6'-0"7'-0" 57'-0"35'-0"22'-0"3'-0 5/8"10'-0"20'-0"2'-0"10'-8"6'-1"15'-9" 3'-6"3'-6"4'-11"4'-8" 13'-1"7'-8"5'-6"23'-0"9'-6"13'-6" 5 ' - 2 " 1 3 ' - 1 0 " 7 ' - 1 " 6 ' - 9 " 48'-0" 1 9 ' - 0 " 29'-0"19'-2"9'-10" 5 ' - 1 " 1 3 ' - 8 " 5'-6" 9 ' - 0 " U P 8 R D N 7 R BEDRM #2BEDRM #3OWNERSBEDRM F O Y E R L I V I N G R O O M DI N I N G K I T C H E N 6068 SGD3050 SH3050 SH 3 0 5 0 - 2 S H 3 - 0 2-8 2-8 2-8 2-85'-10"5'-6" 4 1 / 2 " 4 ' - 3 1 / 4 " 4 1 / 2 " H D - F L R H D - F L R C P T CPT CPTCPT P E A K O F V A U L T V A U L T E D V A U L T E D VAU 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 . D W S I N K 1 2 " O V E R H A N G 2 x 4 W A L L 16x7 OVERHEAD DOOR 8x7 OVERHEAD DOOR GARAGESLOPE TO DOORS 4" CONC FLOOR 618 SQ. FT.TYPICAL 2x4 GARAGE WALLS ON ALL WALLS & CEILING GYP. BOARD NOTE: C O V E R E D P O R C H 1 0 2 S Q . F T . G A S F P 5-0 FBGLTUB/SHWR1ST FLOOR P L A N 1 8 5 6 S Q . F T . N O T E : 8 ' - 1 1 / 8 " P L A T E H E I G H T T Y P I C A L W D W S I Z E S G I V E N I N F E E T A N D I N C H E S ( W I D T H x H E I G H T ) T Y P . F I R S T F L O O R W I N D O W H E A D H E I G H T A T 6 ' - 1 0 1 / 2 " U . N . O . B E A M & H E A D E R S I Z E S T O B E V E R I F I E D B Y S U P P L I E R / M F R SCALE: 1/4"=1'- 0 " 9'-7"9'-7"4'-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 . 0 X D R A W N : 2 - 2 - 2 0 1 7 - A W C A M E R O N 3 0 3 0 - C 1 - G R P C # 6 5 6 : 5 - 1 - 2 0 1 9 - L L P C # 6 9 2 : 1 0 - 1 5 - 2 0 1 9 - L L OWNERSBATHHD-FLR 2-8 4-0 4-02-8 W.I.C.CPT 5'-8"7'-9"3'-6" 1 0 ' - 6 " 3 0 5 0 S H 15'-11 7/8" 11'-8"32'-4" 2'-8 3/8"3050 SH 3050 SH 15'-9"W.I.C.HD-FLR 2-02-0 2-8 2-8 3'-8"3'-8"7'-0"1'-0"2'-6" 2'-3" 1 3 ' - 1 0 " 2 W 3 0 5 0 S H 6 ' - 5 1 / 2 " 7 ' - 5 " 8'-4 1/2" 2 ' - 8 " 2 ' - 6 " ( 2 ) 2 - 6 S T U D Y C P T OWNERSENTRYHD-FLR 2'-8" 9'-0"13'-0"13'-1"2'-8"30"4'-0"8'-8"4'-10"2'-4"3'-0"6'-6"2'-4" 5 ' - 1 " 4'-1 1/8" 4 ' - 1 1 / 8 " 16'-4 1/8" W / W O O D C A P 4 2 " H I G H H A L F W A L L 1'-0" 1'-8" RADONVENT PIPE CENTRALRETURN 6'-0 1/8" E N D V A U L T 22x30ATTICACCESS 3" 3 " T Y P I C A L P O R C H C O L U M N : 1 3 ' - 8 " 5'-9" 1 3 1 / 4 " 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 ) 8 x 8 M F D C O L U M N W / 2 x 6 C A P & B A S E A N D 4 x 4 A N G L E D B R A C E BATH#2HD-FLR24" TOWEL BAR TPHTPH60" 12'-9" 1 3 ' - 2 1 / 4 " I N S I D E F R A M I N G 8 ' - 1 1 / 8 " C E I L I N G 8 ' - 1 1 / 8 " C E I L I N G E Q . E Q . HD- F L R C P T . H D F L R W I N D O W & D O O R S C H E D U L E C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 3 - 0 D O O R 0 . 3 1 F O Y E R 0 . 2 3 1 2 W 3 0 5 0 S H S T U D Y 1 3 0 5 0 S H L I V I N G R O O M 1 D I N I N G R O O M 1 6 0 6 8 S G D B E D R M # 3 1 3 0 5 0 S H B E D R M # 2 1 3 0 5 0 S H O W N E R S B E D R M 2 3 0 5 0 S H 3 8 1 / 4 " X 8 3 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 7 2 1 / 8 " X 8 1 " 0 . 3 2 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " L I V I N G R O O M 1 2 W 3 0 5 0 S H 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 C E N T R A L R E T U R N 2'-9"22x30ATTICACCESS ROOF TRUSSES @ 24" 0.C. ROOF TRUSSES@ 24" 0.C.ROOF TRUSSES@ 24" 0.C.2x6 WALL 3'-1"34x60 FBGLSHWR 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" P A N T R Y 3 ' - 6 " 2 ' - 6 " 3'-0" 2'-6"GARAGE DROPPED 8" 7 7 0 9 2 0 5 T H S T W L O T 7 , B L K 1 , C E D A R C R O S S I N G S P E R M I T / C O N S T . P L A N S P L A N O P T I O N S G A S F I R E P L A C E STEPS (2)7-1/4 Ve r s a - L a m ( 2 ) 9 - 1 / 2 V e r s a - L a m ( 2 ) 9 - 1 / 2 V e r s a - L a m ( 2 ) 7 - 1 / 4 V e r s a - L a m (2)11-7/8 Versa-Lam (2)9-1/2 Versa-Lam 775 5 PFHPF H - M i n . 1 5 " c l e a r a n c e t o a n y o b s t r u c t i o n f r o m c e n t e r o f W . C . , 2 4 " i n f r o n t ( t y p ) . S W P G F I G F I B E D R M # 2 B E D R M # 3 O W N E R S B E D R M B A T H # 2 F O Y E R L I V I N G R O O M D I N I N G K I T C H E N G A R A G E C O V E R E D P O R C H G A S F P These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C 4 . 0 X D R A W N : 2 - 2 - 2 0 1 7 - A W C A M E R O N 3 0 3 0 - C 1 - G R P C # 6 5 6 : 5 - 1 - 2 0 1 9 - L L P C # 6 9 2 : 1 0 - 1 5 - 2 0 1 9 - L L W . I . C . W . I . C . S T U D Y O W N E R S E N T R Y R A D O N V E N T P I P E E L E C T R I C A L P L A N S C A L E : 1 / 4 " = 1 ' - 0 " 1 S T F L O O R S C C 2 2 x 3 0 A T T I C A C C E S S USB S D I S P . D W SSSST L L L L L L L L SS S S W P 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 S S S S S S D S D S D S D / C M D S S S S F A N S S G F I S ELECTRICAL PLANSCALE: 1/4"=1'-0"BASEMENT SEWER & WATER SLEEVE S D L L 22x30 ATTIC ACCESS C O W N E R S B A T H F A N L A/CWP SDSSD/CMDACHVWHF.D.FINISHEDFAM./REC. RMFINISHEDBEDRM U N F I N I S H E D C R A W L S P A C E UNEXCAVATED MECH./W.I.C.RADONVENT PIPE ERV SSUMPSS15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLE GFI S S CSILLCOCKSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE LLL LLLLAUNDLLD D D D L L L L L L S C H I M E S H C P G F I S SS S M A R T H O M E R E C E P T A C L E WATER SOFTRECEPTACLE R O U G H - I N C E I L I N G F A N S LOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLE S WPFANSBATHGFISLS 7 7 0 9 2 0 5 T H S T W L O T 7 , B L K 1 , C E D A R C R O S S I N G S P E R M I T / C O N S T . P L A N S P L A N O P T I O N S W A L K O U T B A S E M E N T F I N I S H E D L O W E R L E V E L B A T H G A S F I R E P L A C E S T E P S 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 . 0 X D R A W N : 2 - 2 - 2 0 1 7 - A W C A M E R O N 3 0 3 0 - C 1 - G R P C # 6 5 6 : 5 - 1 - 2 0 1 9 - L L P C # 6 9 2 : 1 0 - 1 5 - 2 0 1 9 - L L 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 " S U B F L O O R 1 1 7 / 8 " M F D I - J O I S T S 4 " C O N C . F L O O R G A R A G E O W N E R S B E D R M B E D R M # 2 F I N I S H E D B E D R M 2 2 ' - 0 " 3 5 ' - 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 B A T H # 2 B A T H F I N I S H E D F A M . / R E C . R M 3 1 / 2 " 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 8'-1 1/8"1'-0"1267 7/16" 1 ' - 3 " 8 15/16" 2 x 8 J O I S T S 5 / 4 " D E C K I N G 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 6 " T H I C K P O U R E D C O N C . W A L L C O N C . S I D E W A L K 2 - 2 x 8 F L U S H B E A M D R O P P E D B E A M LIVINGROOMKITCHENUNFINISHEDCRAWL SPACE M F D T R U S S 3.51244'-0" 5 ' - 9 " 3 ' - 6 " P O U R E D C O N C W A L L 1/4"=1'-0"CROSS SECTION B-B S T U D Y 6 ' - 0 " 3 " 5 ' - 9 " 1 3 1 / 4 " 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 5'-0" 8'-1 1/8" S E E W A L L S E C T I O N D E T A I L S F O R F R A M I N G I N S T R U C T I O N S 3.512 9'-11 1/4" G A R A G E D R O P P E D 8 " 8'-1 1/8"8'-1 1/8" These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C 6 . 0 X D R A W N : 2 - 2 - 2 0 1 7 - A W C A M E R O N 3 0 3 0 - C 1 - G R P C # 6 5 6 : 5 - 1 - 2 0 1 9 - L L P C # 6 9 2 : 1 0 - 1 5 - 2 0 1 9 - 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 - 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 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 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 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 ) 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 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 = 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 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 7/8" MFD I-JOISTS4'-9 5/8" 3 1 / 2 " C O N C . F L O O R 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 LI V I N G R O O M 1/4"=1'-0"CROSS SECTION C-C 3 1/2" CONC. FLOOR UNFINI S H E D CRAWL S P A C E BATH#2 1 1 7 / 8 " M F D I - J O I S T S 3/4" 250 SUBFLOOR 3 / 4 " 3 5 0 S U B F L O O R 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 R - 1 0 E X T E R I O R INSULATION(R-10 x 2) I N S U L A T I O N ( I F 1/2"=1'-0"WALL DETAIL 1 / 2 " = 1 ' - 0 " T H E S L O P I N G O F T H E F L O O R B E P R O T E C T E D W H E R E V E R 4 " C O N C . G A R A G E F L O O R R I G I D I N S U L A T I O N M U S T C R E A T E S A N E X P O S U R E . 5 / 8 " G Y P . B D . 1 " = 1 ' - 0 " D E T A I L ( L . L . B E D R M ) L O O K O U T F I N I S H W A L L 2 x 6 T R E A T E D S I L L P L A T E 1 x 6 S I L L P L A T E 2 x 4 I N T E R I O R W A L L 2 x _ T R E A T E D B L O C K I N G 1 / 2 " G Y P . B D . 1 / 2 " G Y P B D L E D G E 6 - 1 / 2 " C A P B O A R D S H O E P E R I M E T E R W I N D O W F R A M E E X T E R I O R S H E A T H I N G R - 5 I N T E R I O R I N S U L A T I O N 1 / 4 " = 1 ' - 0 " R E Q ' D P E R C O D E ) 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 # 3 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 M . D I N I N G R O O M 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 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 4 ' 0 " 1 J2 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 2 ' 0 " 1 J3 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 0 " 1 J4 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 4 ' 0 " 1 B1 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 B2 2 B e a m b y o t h e r s 6 ' 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 ST A I R W A Y ST A I R W A Y PO R C H F R A M I N G BY O T H E R S UN E X C A V A T E D 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 SE E U P P E R FL O O R L A Y O U T B2 B2 B 1 C a 1 C a 1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 Ca 1 J 2 J1 J3 J4 1 3 ' 0 " 4 4 ' 0 " 5 7 ' 0 " 2 ' 0 " 2 0 ' 0 " 3 5 ' 0 " 19 ' 0 " 19 ' 2 " 9' 1 0 " 48 ' 0 " Sheet: 1 of 3DWG: Main LevelFile: Plan #3030By: Anthony EstevezDate: 2-14-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.7-17-17 AE3-9-17 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 #3030-C-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 7 1 1 - 7 / 8 " B C I ® 6 0 0 0 s - 1 . 8 3 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 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B3 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 B4 1 B e a m b y o t h e r s 6 ' 0 " 1 Ca 1 1 0 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 ST A I R W A Y ST A I R W A Y PO R C H F R A M I N G BY O T H E R S UN E X C A V A T E D ST A R T F R A M I N G H E R E JO I S T S @ 1 6 " O C ( U . N . O . ) SP A C I N G A D J U S T E D FO R P L U M B I N G , TO B E V E R I F I E D . SE E L O W E R FL O O R L A Y O U T B2 B1 B1 B 3 B 4 C a 1 C a 1 C a 1 Ca 1 Ca 1 J1 9' 1 0 " 48 ' 0 " 3 5 ' 0 " 2 0 ' 0 " 2 ' 0 " 5 7 ' 0 " 4 4 ' 0 " 1 3 ' 0 " 19 ' 2 " 19 ' 0 " 1 ' 4 " 1 ' 0 " 1 ' 0 " 1 ' 0 " 1 ' 4 " 1 ' 4 " 1 ' 4 " 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 B2 B1 48 ' 0 " Sheet: 2 of 3DWG: Upper LevelFile: Plan #3030By: Anthony EstevezDate: 2-14-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.7-17-17 AE3-9-17 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 #3030-C-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 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 2 0 ' 0 " 2 B2 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B3 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B4 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 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 PO R C H F R A M I N G BY O T H E R S LO W E R FL O O R UP P E R FL O O R ST A I R W A Y ST A I R W A Y SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S SI N G L E TR I M M E R S 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 Pt 1 Pt 1 B1 B5 B3 B4 B6 B 6 B4 B2 B6 B6 B 6 B 6 B6 1 3 ' 0 " 4 4 ' 0 " 5 7 ' 0 " 2 ' 0 " 2 0 ' 0 " 3 5 ' 0 " 19 ' 0 " 19 ' 2 " 9' 1 0 " 48 ' 0 " Sheet: 3 of 3DWG: Roof HeadersFile: Plan #3030By: Anthony EstevezDate: 2-14-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.3-9-17 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 #3030-C-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 F e b r u a r y 8 , 2 0 1 7 P r o j e c t N u m b e r : D a t e : 6 . 1 5 1 S 1 1 S h e e t s : o f 1 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . D R H o r t o n 2 0 8 6 0 K e n b r i d g e C o u r t # 1 0 0 L a k e v i l l e , M N 5 5 0 4 4 3 0 3 0 - C - 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 2 - 1 2 - 1 8 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 L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . (4-FT)(4-FT)(4-FT) (5-FT) (5-FT) (4-FT)(4-FT) (4-FT)(4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) (4-FT)(4-FT)(4-FT) B R A C E D W A L L L I N E B R A C E D W A L L L I N E BRACED WALL LINE BRACED WALL LINE ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) B R A C E D W A L L L I N E 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 O S B C O N S T R U C T P O R T A L F R A M E A S S H O W N I N 3 / S 1 P A R T I A L L O W E R L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 1 S 1 R E F E R E N C E P L A N T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O W A L K O U T F O U N D A T I O N S 1 B r a c i n g C h a n g e 1 2 - 1 2 - 1 8 ( 7 - F T ) ( 7 - F T ) ( 7 - F T ) ( 7 - F T ) (8-FT) ONE-SIDED (8-FT) 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 13-00-00 08 - 0 1 - 0 2 11 - 0 4 - 0 2 2 Page 1 of 2 Wall Summary Information 3030-Kitchen(Left elevation) BC CALC®Member Report Wall |13-00-00 |16 OCS May 28,2019 17:25:37 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 3030-Kitchen(Left elevation) BC CALC®Member Report Wall |13-00-00 |16 OCS May 28,2019 17:25:37 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 11-04-02 20 01-04-00 2 roof Unf.Lin.(lb/ft)L 00-00-00 13-00-00 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,ST02,ST03 3 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 12-00-00 ST04,S...8,ST09 6 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 10-00-00 ST10,ST11 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 13-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 14-00-00 Fire blocking is not included.Estimated quantity:13'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. 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 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:60000 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 78 50%=88 90%=158 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 41274 HEAT GAIN 17046 COOLING LOAD 22396 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 155 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC36060S17 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 7709 205th St W Cedar Crossings Plan ID 3030 South 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 3030 South HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday, 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 3030 South Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:3030 South Designed By:Michael Hoium Project Date:Monday, April 03, 2017 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:762 CFM Per Square ft.:0.205 Square ft. of Room Area:3,712 Square ft. Per Ton:1,989 Volume (ft³) of Cond. Space:29,696 Building Loads Total Heating Required Including Ventilation Air:41,274 Btuh 41.274 MBH Total Sensible Gain:17,046 Btuh 76 % Total Latent Gain:5,349 Btuh 24 % Total Cooling Required Including Ventilation Air:22,396 Btuh 1.87 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 3030 South.rh9 Thursday, October 3, 2019, 2:03 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 3030 South Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.87 1,989 3,712 17,046 5,349 22,396 41,274 483 762 762 System 1 1.87 1,989 3,712 17,046 5,349 22,396 41,274 483 762 762 10x15 Ventilation 777 3,248 4,025 5,200 Humidification 4,790 Zone 1 3,712 16,270 2,101 18,371 31,284 483 762 762 10x15 1-Basement 1,856 2,996 0 2,996 13,753 212 140 140 2--5 2-Main Floor 1,856 13,274 2,101 15,375 17,531 271 622 622 6--6 M:\Sales and Estimating\Heat Calcs\DRH\DRH 3030 South.rh9 Thursday, October 3, 2019, 2:03 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 3030 South Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 247.5 6,680 0 3,939 3,939 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 280 1,437 0 142 142 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1650.7 9,334 0 1,427 1,427 DRH- R10 4ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 4' floor depth 292 1,499 0 148 148 DRH- R15 4ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 4' floor depth 212 1,088 0 107 107 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 276 1,200 0 338 338 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 1856 3,714 0 2,049 2,049 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 1856 4,360 0 0 0 Subtotals for structure:31,284 0 8,694 8,694 People:6 1,200 1,380 2,580 Equipment:901 3,638 4,539 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: 140, Summer CFM: 140 5,200 3,248 777 4,025 Humidification (Winter) 13.06 gal/day :4,790 0 0 0 Total Building Load Totals:41,274 5,349 17,046 22,396 Check Figures Total Building Supply CFM:762 CFM Per Square ft.:0.205 Square ft. of Room Area:3,712 Square ft. Per Ton:1,989 Volume (ft³) of Cond. Space:29,696 Building Loads Total Heating Required Including Ventilation Air:41,274 Btuh 41.274 MBH Total Sensible Gain:17,046 Btuh 76 % Total Latent Gain:5,349 Btuh 24 % Total Cooling Required Including Ventilation Air:22,396 Btuh 1.87 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 3030 South.rh9 Thursday, October 3, 2019, 2:03 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Cole Feriancek 01/08/2020 X KP