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HomeMy WebLinkAboutLA168216 - 18871 Houston Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C F 6 : 1 2 P I T C H C C 6 " 1'-0" 6 " 1'-0" 6 : 1 2 6 : 1 2 6 " 1'-0" 6 " 1'-0" 6 " 1'-0" 6" 6 " 1'-4" 6 : 1 2 6 : 1 2 6 : 1 2 6 : 1 2 6 : 1 2 A A B B B B A A C C 3 6 ' R I D G E V E N T 11' RIDGE VENT 8 ' R I D G E V E N T 3'-4" 6 : 1 2 R O O F P L A N 1 / 8 " = 1 ' - 0 " 3 - C A R A T F R O N T O N L Y 1 / 2 " = 1 ' - 0 " T Y P I C A L W D W & D O O R T R I M 3 1/2" TRIM 5 " T R I M 3 1/2" TRIM 5 " T R I M 5 " T R I M A T F R O N T W / S H U T T E R S 1 / 2 " = 1 ' - 0 " T Y P I C A L W D W T R I M 5 " T R I M HARRISO N ' A ' F R O N T 3-CAR GAR A G E 1x XXXXXADDRESS NUMBER STEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOP F F 1 ' - 0 " 7 7/16" 6 1 2 6:12 PITCH6"FF D 1 . 0 X 2 0 8 6 0 K E N B R I D G E C O U R T , S U I T E 1 0 0 L A K E V I L L E , M N 5 5 0 4 4 ( 9 5 2 ) 9 8 5 - 7 2 7 2 5 4 6 5 - A - 3 . 1 H A R R I S O N D R A W N : 1 2 - 4 - 2 0 1 5 - A W R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W S P E C / R E S I D E N C E 1 8 8 7 1 H O U S T O N W A Y AMERICA N C L A S S I C RAIN DIVERTERE 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 6:12 PITCH P E R M I T / C O N S T . P L A N S L O T 8 , B L K 5 , C H O K E C H E R R Y H I L L 4 t h 1 8 8 7 1 H O U S T O N W A Y R I G H T E L E V A T I O N 1 / 8 " = 1 ' - 0 " 6 126121'-0"7 7/16"1'-0"7 7/16"A 6:12 PITCHLEFT ELEVATION1/8"=1'-0" R E A R E L E V A T I O N 1 / 8 " = 1 ' - 0 " 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 6 " 6 " 6 : 1 2 P I T C H F L A S H O V E R A L L E X T O P G S A S P H A L T S H I N G L E S A 1 ' - 0 " 7 7/16" 6 1 2 6 : 1 2 P I T C H 6 " 7 7/16" 6 1 2 A 1 ' - 0 " A 6:12 PITCHA6" 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 F F126 1 ' - 0 " 7 7/16"6 1 2 1 2 6 1 ' - 4 " P E R M I T / C O N S T : 4 - 1 5 - 2 0 1 9 - L J S 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 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 4 / 2 6 / 2 0 1 9 d m a t h e w s 36'-0"6'-8"42'-8"24'-4" 16'-0"24'-0" 42'-0" 8'-2" 18'-4"49'-0" 2 0 ' - 8 " 2'-2 1/2" 2 ' - 2 1 / 2 " 1 6 ' - 3 " 13'-6 1/2"13'-7 1/4"3 1/2"FUTUREFAMILY RMUP16RUNE X C A V A T E D 3'-8"15'-10" F U T U R E B E D R M BASEMENT P L A N 1/4"=1'-0"TYP. WINDOW HEAD HEIGHT AT 7'-0" U . N . O . NOTE:8'-4" HIGH POURED CONC. FOUNDATIO N W A L L T Y P I C A L WDW SIZES GIVEN IN FEET AND INCH E S ( W I D T H x H E I G H T ) BEAM & HEADER SIZES TO BE VERIFIE D B Y S U P P L I E R / M F R 1 0 ' - 0 " 2'-0" 18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16"x8" CONC. FTG.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS 10" TREAD CUT POURED CONC. WALL 8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH 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 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB (OMIT CURB AT GA R A G E D O O R O P E N I N G S ) 6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE1 6 ' - 3 " M . O . 6" CURB, 2" LEDGE POURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE 16'-0"6'-0"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG 6" HALF-HIGH CURB TREATED BOTTOM PLATE 2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL 6 " C U R B , 2 " L E D G E P O U R E D C O N C . W A L L 1 6 " x 8 " C O N C . F T G . 8 " T H I C K M I N . 3 ' - 6 " B E L O W G R A D E 4'-0" 1 0 ' - 0 " 8 ' - 3 " M . O . 7 1 / 2 " 8 ' - 3 " 1 ' - 1 1 / 2 " 2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LB S . 2-8 HDR 4'-2"18'-4"These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 2 . 0 X 8"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16'-6"19'-6"RADONVENT PIPE12'-0"COCKSILLSUMP WHF.D.MECH./STORAGE AC HV 8'-2" 2-6 3'-10"4'-0" 1 5 4 S Q . F T . 3 4 x 4 8 F B G L S H W R 3 6 " 2'-6"5-0 R / I 3 / 4 B 6 8 S Q . F T . 2-6 HDR 2 - 4 8 " 9 ' - 9 1 / 4 " 5 ' - 4 3 / 4 " 2 X 2 F U R R W A L L 2 ' - 1 " 7'-6"10'-2"3-2x8 FLUSH BEAM3-2x8 FLUSH BEAM TREATED 2x8's16" ON CENTER6x6 TREATED POST18" CONC. PIER FTG.MIN. 3'-6" BELOW GRADE POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE8'-7"5'-5"8"8"CANT. JOISTS 1 / 2 " = 1 ' - 0 " F R O N T P O R C H L E D G E R S E C T I O N 5 3/47 1/4"7 1/4" F L A S H I N G A B O V E D O O R T H R E S H O L D G R A D E T O P O F S U B F L O O R T O T O P O F J O I S T 5 3 / 4 " F R O M 1 1/2" A N D B E L O W T R E A T E D 2 x 8 L E D G E R S T R T D 2 x 8 J O I S T S 1 6 " O . C . ( 8 ) 1 0 d C O M M O N N A I L S T R E A T E D 2 x 8 ( T O P O F F O U N D T O B O T T O M O F D E C K J O I S T ) 5 / 4 " D E C K I N G R I M B O A R D 1 - 1 / 8 " O S B 1 8 " F L O O R T R U S S E S ( 4 ) P E R D E C K , R A T E D A T 7 5 0 # E A C H S P A C E D E V E N L Y , M A X . 2 4 " F R O M E N D O F L E D G E R L A T E R A L L O A D C O N N E C T I O N : U S P L T S 1 9 - T Z w / L B P 1 2 - T Z W A S H E R 1 x 1 0 C E D A R S K I R T A T D R O P P E D B E A M 1 x 1 0 C E D A R S K I R T A T D E C K R I M J O I S T B L O C K I N G A S R E Q . F O R S K I R T S U P P O R T D R O P P E D B E A M U S P L T S 1 9 - T Z B R A C I N G A N D W O O D B L O C K I N G S E E P A G E 5 F O R D E T A I L S 2 x 1 2 B L O C K I N G 2 x 1 2 B L O C K I N G P O R C H S K I R T D E T A I L 1 / 4 " = 1 ' - 0 " P O I N T L O A D A B O V E 3 0 x 3 0 x 1 2 C O N C . F T G P O I N T L O A D A B O V E 3 0 x 3 0 x 1 2 C O N C . F T G 425 SQ. FT. 2 0 ' - 2 " TPH 2 4 " T O W E L B A R RADONVENT PIPE 2'-1" D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 5 - 2 0 1 9 - L J S 2'-3" 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 1 0 1 5 S Q . F T . 22x22x12CONC. PAD FTG. 1 0 ' - 0 " 49'-0"22x22x12CONC. PAD FTG. 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 4'-0" POINT LOAD ABOVE30x30x12 CONC. FTG(MIN. 21" DIAMETER IF CLAY SOILS) P L A N O P T I O N S . L O O K O U T E L E V A T I O N . P E R M I T / C O N S T . P L A N S 1 8 8 7 1 H O U S T O N W A 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 : - 1 5 S Q F T / 5 5 L I N F T = 0 . 2 7 R A T I O R - 1 0 R E A R F O U N D A T I O N W A L L : - 2 0 S Q F T / 3 9 L I N F T = 0 . 5 1 R A T I O L E F T S I D E F O U N D . W A L L : - 5 8 S Q F T / 3 6 L I N F T = 1 . 6 1 R A T I O R I G H T S I D E F O U N D . W A L L : - 4 8 S Q F T / 1 6 L I N F T = 3 . 0 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 5 R E Q U I R E M E N T S F O O T L O C K S F O U N D A T I O N B R A C I N G L O O K O U T : 6 T O T A L 39'-0"6'-4" 7 ' - 2 " 5 0 3 6 S L I D E R 5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL TREATED BOTTOM PLATE16x8 CONC. FTG.8" THICK, 3'-6" HIGH 14'-2"11'-4"5036 SLIDERSILL COCK 1 2 ' - 0 " 8'-0" 11'-10" 1 2 ' - 2 " BRACING FOUND.SYSTEMBRACINGFOUND.SYSTEM 4'-0"BRACING FOUNDATIONSYSTEM 4'-0"4'-0"MAX.FBS F B S 2 A N C H O R S T R A P S W I T H M I N . U P L I F T C A P A C I T Y O F 4 , 2 0 0 L B S . GROUNDING RODTHRU FTG.76(2)9-1/2 Versa-Lam ( 2 ) 7 - 1 / 4 V e r s a - L a m U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . KIT.HD-FLR 4'-8 1/2"UP16RDN16R16'-0"6'-0" 16'-0"24'-0" 42'-0" 36'-0"6'-0"42'-0"12'-0"19'-6"49'-0" 2 0 ' - 8 " 2'-8"2'-0"10'-4" 1 0 ' - 4 " 1ST FL O O R P L A N 1/4" = 1 ' - 0 " 1 0 8 1 S Q . F T . NOTE:9'-1 1/8" PLATE HEIGHT TYPI C A L WDW SIZES GIVEN IN FEET A N D I N C H E S ( W I D T H x H E I G H T ) TYP. FIRST FLOOR WINDOW H E A D H E I G H T A T 8 ' - 0 " U . N . O . BEAM & HEADER SIZES TO B E V E R I F I E D B Y S U P P L I E R / M F R GREATROOM 39'-0"6'-4"FOYERHD-FLR16x 7 O V E R H E A D D O O R WOOD PORCH18'-4"These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 3 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 5 - 2 0 1 9 - L J S W/ WOOD CAP 36" HIGH HALF WALL 2 0 ' - 2 " 10' TREAD CUT W/ 14" TRANSOM8-0 x 8-0 OPG3-0 W/3050-2 SH 20 AMP.MICRO HOODCIRCUIT RANGEDROPPED BEAM 16" WIDE DROPPED SOFFIT(SEE SECTION)11'-4"4'-8"3'-4"2'-3" G A R A G E S L O P E T O D O O R S 4 " C O N C F L O O R 6 8 6 S Q . F T . TYPIC A L 2 x 6 G A R A G E W A L L S 8 x 7 O V E R H E A D D O O R MFD TRUSSES AT 24" O.C. FLUSH BEAM 2'-0" 4'-2"FLUSH LVL BEAM6'-0"REF.2'-3"2-0FLEXCPT.DININGHD-FLR 1 0 ' - 0 " 4'-6"14" MFD I-JOISTSINSTALL PER MFRS SPECS14" MFD I-JOISTSINSTALL PER MFRS SPECS 4'-8 1/2"6'-7 1/2"TRANSOM RADONVENT PIPE 2x67'-6"10'-2"8"2'-4"1'-4"6'-8"8'-0"4-05'-0"6'-4"10'-7 3/4"7'-0"6'-0 1/2"6'-4 1/4"DWSINK2X4 WALLS FRAMED34 1/2" A.F.F.12" OVERHANGTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN 6068 SGD126 SQ. FT. 14" MFD I-JOISTS INSTALL PER MFRS SPECS 5 ' - 3 " 4 ' - 9 " 3'-1"3 1/2"6'-1 1/2" 3 ' - 3 " 3'-7"6'-8" 4 ' - 9 1 / 4 " 3 0 4 0 S H 7'-6" 2 - 8 5'-9" 2 - 4 4 ' - 7 3 / 4 " 3-0 x 8-0 OPG 9'-11" 1 / 2 B H D - F L R TPH 2 4 " T O W E L B A R H D - F L R W . I . C . 2 - 8 9 ' - 5 " 9 ' - 5 " M U D R M H D - F L R 2 - 4 P E D . 5 ' - 1 0 " 2 X 6 W I N D O W & D O O R S C H E D U L E C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C 3 - 0 D O O R 0 . 3 1 # 1 F O Y E R 0 . 2 3 2 W 3 0 5 0 S H 1 F L E X 2 W 3 0 5 0 S H 1 G R E A T R O O M 6 0 6 8 S G D W / T R A N S . 1 D I N I N G 3 8 . 2 5 " X 9 5 . 2 5 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 7 2 1 / 8 " X 9 4 " 0 . 3 2 3 0 4 0 S H 1 W . I . C . 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 2'-8"3'-6"3050-2 SH 13'-4" 4'-0" 1 0 ' - 0 " 49'-0"ON ALL WALLS & CEILING GYP. BOARD NOTE: B O O T B E N C H w / C O A T R A C K A B V . FLOORIN G A T TOP LANDI N G T O MATCH GR E A T R M 6'-4" 4'-0" F L O O R L I N E A B O V E G I R D E R T R U S S P O I N T L O A D F R O M A B O V E D R O P P E D B E A M C H A N G E I N W A L L H E I G H T S 22'-0" 2 2 x 3 0 A T T I C A C C E S S P L A N O P T I O N S C O R N E R G A S F I R E P L A C E W O O D F L O O R @ G R E A T R O O M P E N D A N T S P A C K A G E B O O T B E N C H w / C O A T R A C K A B O V E T I L E D B A C K S P L A S H P E R M I T / C O N S T . P L A N S 1 8 8 7 1 H O U S T O N W A Y G R E A T R O O M L E D F L U S H M N T L I G H T P K G D I N I N G R O O M L E D F L U S H M N T L I G H T P K G . HD-FLR 6'-4"4'-5 3 / 4 " 4'-11 3/4" CORNER S L 7 5 0 G A S F P R.O. 42"x4 0 1 / 8 " TILEDBACKSPLASH TILEDBACKSPLASHGAS (2)9-1/2 Versa-Lam(2)9-1/2 Versa-Lam ( 2 ) 7 - 1 / 4 V e r s a - L a m (1)14" Versa-Lam(1)14" Versa-Lam(2)14" Versa-Lam (2)14" Versa-Lam (3) 1 8 " V e r s a - L a m ( 2 ) 9 - 1 / 2 V e r s a - L a m (2)1 1 - 7 / 8 V e r s a - L a m (2)7-1/4 Versa-Lam 7 7 7 5 5 5 Shearwall 7 6 6 7PFG P F G 39'-0"3'-6"11'-4" 7 ' - 1 " 7 ' - 6 " 2'-6" 1 4 ' - 7 " 7'-10"36'-0"4'-0"40'-0"11'-8"12'-6"11'-10" 2'-6"13'-2" 40'-0" 8'-6 3/4"15'-9 1/4" 39'-0" 2 0 ' - 8 " 5 ' - 6 " 5 ' - 6 " 18'-4" 6 ' - 0 " O W N E R S B E D R M C P T . 2ND FLOO R P L A N 1/4"=1'-0"BEAM & HEADER SIZES TO BE VERI F I E D B Y S U P P L I E R / M F R 1 4 4 1 S Q . F T . L I V I N G A R E A NOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INC H E S ( W I D T H x H E I G H T ) TYP. SECOND FLOOR WINDOW HEA D H E I G H T A T 6 ' - 1 0 1 / 2 " U . N . O . M F D T R U S S E S A T 2 4 " O . C . G I R D E R T R U S 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. 2014C 4 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 5 - 2 0 1 9 - L J S 72"W.I. C . CPT.BEDRM #3CPT.BEDRM #4CPT. B E D R M # 5 C P T . G A M E R O O M C P T . 10'-2" 5'-8" 7'-8"3'-6"4'-8"6'-6" 6 ' - 6 " 4'-9"1'-9"3'-8"7'-0"2'-6"3'-8"2'-8"2'-6"13'-2" 3 ' - 8 " 1 1 ' - 6 " 9 ' - 2 " 4 ' - 8 " 6 ' - 4 " 1 2 ' - 6 " 2-4 2 - 4 2-62-42-6 2 - 6 2 - 6 5-04-04-0 4 - 0 HD-FLR BATH #2 D N 1 6 R MFD TRUSSES AT 24" O.C. 34x60 FBGLSHWR 7 2 " OW N E R S BA T H HD-FL R 2 - 4 4 2 x 6 0 F B G L T U B 3'-9" 3 0 4 0 S H T E M P G L 2 ' - 7 3 / 4 " 5 ' - 1 3 / 4 " 2 ' - 6 " 3 1/2"5'-1 3/4" 3 0 5 0 S H 3 0 5 0 S H 6'-10"6'-4" 3 0 5 0 - 2 S H 3050 SH42" HIG H H A L F W A L L W / W O O D C A P 4'-7"7'-0"RADONVENT PIPE 5-0TUB/SHWR 2x6 WALL 5'-10" 1'-11"1'-9"2'-9"6'-2"22x30ATTICACCESS 2 - 8 H D - F L R L A U . W A S H D R Y 2 x 6 W A L L 3'-11" 6 " S P L A S H 7'-1 3/4"1'-6"3'-4 1/2"135°135°TPH 24" TOWEL BARTPH24" TOWEL BAR W I N D O W & D O O R S C H E D U L E C A L L - O U T U - F A C T O R R O U G H O P E N I N G L O C A T I O N S H G C # 1 B E D R M # 4 2 W 3 0 5 0 S H 1 O W N E R S B E D R M 3 0 5 0 S H 1 G A M E R O O M 3 0 5 0 S H 1 B E D R M # 3 3 0 4 0 S H 1 O W N E R S B A T H 3 0 5 0 S H 1 B E D R M # 5 0 . 3 1 0 . 3 1 0 . 3 1 0 . 3 1 7 2 1 / 8 " X 6 0 1 / 4 " 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 6 0 1 / 4 " 0 . 3 1 0 . 3 1 3 6 1 / 4 " X 4 8 " 0 . 3 1 3030-2 FX 3050 SH 2'-6"9'-2" 3 0 5 0 S H 3 6 1 / 4 " X 6 0 1 / 4 " 1 B E D R M # 4 0 . 3 1 0 . 3 1 2 W 3 0 3 0 F X 7 2 1 / 8 " X 3 6 1 / 4 " P L A N O P T I O N S . O P T I O N A L L A V @ B A T H # 2 . P E R M I T / C O N S T . P L A N S 1 8 8 7 1 H O U S T O N W A Y W . S . ( 2 ) 7 - 1 / 4 V e r s a - L a m (2)7-1/4 Versa-Lam V e r i f y l o a d s w i t h g i r d e r t r u s s s p e c s , m a y r e q u i r e r e m o v a l o f t o p p l a t e s a t b e a r i n g d u e t o c r u s h i n g . 4 4 4 4 4 4 4 4 - 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 ) . FUTUREFAMILY RM U N E X C A V A T E D F U T U R E B E D R M These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 5 . 0 X RADONVENT PIPE 1 / 4 " = 1 ' - 0 " EL E C T R I C A L P L A N UNFI N I S H E D B A S E M E N T A/CWPL O W V O L T A G E SYS T E M R E C E P T A C L E S D SEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE 15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLE GFISUMPWHF.D.AC HVMECH./STORAGE R / I 3 / 4 B D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 2 - 2 0 1 9 - L J S SS SMA R T H O M E SYSTE M R E C E P T A C L E B S M N T . F L O O R P L A N O P T I O N S . L O O K O U T E L E V A T I O N . 1 8 8 7 1 H O U S T O N W A Y KIT.1/4"=1'-0"GREATROOMFOYERGARAGEPORCHThese 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 D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 5 - 2 0 1 9 - L J S FLEX DININGRADONVENT PIPEELECTRICAL PLAN 1ST FLOOR DISP.DW PHUSBS STCHIME S WPSSSSSWPS 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 GFIS C E I L I N G F A N R O U G H - I N S S S S D S D S D S S S D / C M D C S S O W N E R S B E D R M 1 / 4 " = 1 ' - 0 " B E D R M # 3 B E D R M # 4 W . I . C . B E D R M # 5 G A M E R O O M B A T H # 2 L A U . O W N E R S B A T H E L E C T R I C A L P L A N 2 N D F L O O R S S D S S S D / C M D S S S G F I S G F I S S 2 2 x 3 0 A T T I C A C C E S S F A N L F A N L L L R A D O N V E N T P I P E S F A N L L L L L L 1/2 B SFA N SGFI CSSSSS W.I.C.MUDROOMSHCP S G F I SSS SMART HOMESYSTEM RECEPTACLE 2 2 x 3 0 A T T I C A C C E S S D D D D D L L L L L L L L L L LL W A S H D R Y SS LL LLLLPEND.PEND.S 1 s t F L O O R P L A N O P T I O N S C O R N E R G A S F I R E P L A C E W O O D F L O O R @ G R E A T R O O M P E N D A N T S P A C K A G E B O O T B E N C H w / C O A T R A C K A B O V E T I L E D B A C K S P L A S H 1 8 8 7 1 H O U S T O N W A Y G R E A T R O O M L E D F L U S H M N T L I G H T P K G D I N I N G R O O M L E D F L U S H M N T L I G H T P K G . 2 n d F L O O R P L A N O P T I O N S . O P T I O N A L L A V @ B A T H # 2 . CD C D TECHTUBE G F I These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 7 . 0 X D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 2 - 2 0 1 9 - L J S 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 M F D T R U S S 1 ' - 0 " 6 1 2 7 7/16" M F D T R U S S 3 6 ' - 0 " 1 / 4 " = 1 ' - 0 " C R O S S S E C T I O N A - A 9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8" 3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR 14" MFD I-JOISTS M F D T R U S S 1 ' - 0 " 6 1 2 7 7/16" MFD TRUSS 6 12 36'-0"1/4"=1'-0"CROSS SECTION B-B 4" CONC. FLOOR GIRDER TRUSS4'-0" 1 ' - 0 " 6 1 2 GARAGE F O Y E R GAMEROOMGRE A T ROO M 1 ' - 4 " 6 ' - 0 " D R O P P E D B E A M G R E A T R O O M B E D R M # 4 F L U S H B E A M B E D R M # 3 OWN E R ' S BED R M 1 8 " M F D F L O O R T R U S S E S 1 4 " M F D I - J O I S T S 1 6 " W I D E D R O P P E D S O F F I T V E R I F Y D E P T H P E R B E A M S I Z E 1 ' - 4 " P O U R E D C O N C . W A L L 1 8 " x 8 " C O N C . F T G . 8 " T H I C K M I N . 3 ' - 6 " B E L O W G R A D E 2 x 8 J O I S T S 5 / 4 " D E C K I N G 2 - 2 x 8 D R O P P E D B E A M 6 ' - 0 " 6 ' - 8 " T O P O F T H R E S H O L D T O T O P O F J O I S T 5 - 3 / 4 " F R O M S E T O N 6 " T H I C K P O U R E D C O N C . W A L L C O N C . S I D E W A L K C A N T . J O I S T S 8 " W O O D P O R C H 18" MFD FLOOR TRUSSES 1'-4"6 122'-0"10'-5 3/8"1'-4"1'-1 7/8" 6 1 2 9 7/8" These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C 8 . 0 X TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN 5/4" x 10" - WOODGRAIN 9 1/2"9 1/2"6x6 POST BLOCKING 2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0" G A R A G E S L A B L E D G E D E T A I L 1 / 2 " S H E A T H I N G M I N . R - 2 0 I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . H O U S E W R A P S I D I N G P E R E L E V . B A R R I E R P A S T A C O U S T I C A L S E A L A N T E X T E N D P O L Y V A P O R 1 - 1 / 2 " T H E R M A X 2 - 1 / 4 " X 1 2 " D U C T I N S U L A T I O N ( R - 1 0 x 2 ) 1 / 2 " = 1 ' - 0 " W A L L D E T A I L 1 / 2 " = 1 ' - 0 " T H E S L O P I N G O F T H E F L O O R B E P R O T E C T E D W H E R E V E R 4 " C O N C . G A R A G E F L O O R R I G I D I N S U L A T I O N M U S T C R E A T E S A N E X P O S U R E . 5 / 8 " G Y P . B D . T Y P I C A L W A L L S E C T I O N 1 / 2 " = 1 ' - 0 " 9'-1 1/8" T R U S S E S P E R P L A N 3 / 4 " S U B F L O O R V A R I E S S E E P L A N V A R I E S 1 2 2 x 6 S T U D S A T 1 6 " O . C . B L O C K A T M I D P O I N T 2 x 6 B E A R I N G W A L L 1 4 x 8 C O N C . F T G . 6 " H A L F H I G H C O N C . C U R B . B L K . 1 / 2 " A N C H O R B O L T S O M I T B E A R I N G W A L L A T S T E E L O R L V L B E A M R - 4 9 I N S U L . M F D T R U S S E S A I R C H U T E S A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S N O T E D U N L E S S O T H E R W I S E N O T E D U N L E S S O T H E R W I S E O V E R 1 / 2 " S H E A T H I N G S H I N G L E S O V E R F E L T P A P E R R I G I D W I N D W A S H I N S T A L L E D E X T E N D I N G B A R R I E R M U S T B E T O W I T H I N 1 - 1 / 2 " t o 2 " F R O M B O T T O M O F R O O F S H E A T H I N G 4 M I L . P O L Y V A P O R / A I R B A R R I E R A L U M I N U M C O R N I C E V E N T S 5 0 % T O 8 0 % N E A R R I D G E V E N T 1 / 3 0 0 t h O F R O O F A R E A R E M A I N D E R I N S O F F I T P E R I R C S E C T I O N R 8 0 6 E X T . S P R A Y - O N W A T E R P R O O F I N G W A T C H D O G + E N E R G Y S Y S T E M T R E A T E D S I L L P L A T E A P P R O V E D A N C H O R P E R C O D E ( I R C R 4 0 3 . 1 . 6 ) 1 6 x 8 C O N C . F T G . R U N I N T O S U M P B A S K E T C O N T I N U O U S D R A I N T I L E W H E R E A P P L I C A B L E T R E A T E D S I L L P L A T E V E R T I C A L R E I N F O R C I N G A S S O I L C O N D . R E Q U I R E W / S I L L S E A L E R M I N . 4 2 " B E L O W F I N I S H E D G R A D E A L L E X T E R I O R F O O T I N G S T O B E 4 " I N C H C L E A N A G G R E G A T E O R C O N C R E T E S L A B A N D P R E P A R E D S U B G R A D E 6 M I L P O L Y V . B . W / L A P P E D S E A M S 1 2 " B E T W E E N A P P R O V E D G A S - P E R M E A B L E L A Y E R P A S S I V E S U B - S L A B D E P R E S S U R I Z A T I O N S Y S T E M R E Q U I R E D P E R M I N N E S O T A R E S I D E N T I A L E N E R G Y C O D E 1 3 2 2 . 2 1 0 0 P O U R E D C O N C . W A L L 8 " T H I C K , 8 ' - 4 " H I G H 2 x 6 L O O K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . 8 " T H I C K , 4 2 " H I G H P O U R E D C O N C . W A L L 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 2 x 6 W A L K O U T W A L L 2 x 6 S T U D S A T 1 6 " O . C . A N C H O R B O L T S A T 6 ' O . C . P O U R E D C O N C . W A L L ( 6 " C U R B , 2 " I N T . L E D G E ) 1 6 x 8 C O N C . F T G . T R E A T E D B O T T O M P L A T E 8 " T H I C K , 4 2 " H I G H O P E N I N G S , J O I N T S A N D S U M P S F O U N D A T I O N W A L L & S L A B S E A L J O I N T B E T W E E N 3 - 1 / 2 " C O N C . F L O O R S E A L E D A T 8'-1 1/8" 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . J O I S T S P E R P L A N 3 / 4 " S U B F L O O R S E E P L A N V E R T I C A L C L E A R A N C E O F N O T L E S S T H A N T H E E X T E R I O R W A L L T O P P L A T E T O T H E R O O F S H E A T H I N G S I X I N C H E S F R O M T H E O U T S I D E E D G E O F 6" MIN. HEEL 6 ' - 0 " O F I C E & W A T E R S H I E L D I N S T A L L P E R M F R ' S S P E C S T E R M I N A T E 1 2 " A B O V E R O O F 2 x 6 S U B F A S C I A S E A L A N T B Y C A R P E N T E R P R I O R T O S H E A T H I N G P R O V I D E R E C E P T A C L E F O R F U T U R E R A D O N F A N V E N T P I P E S H A L L B E I N S T A L L E D W I T H A M I N I M U M 2 4 " H O R I Z O N T A L C L E A R A N C E A N D 3 6 " V E R T I C A L C L E A R A N C E T O A L L O W F O R F U T U R E I N S T A L L A T I O N O F R A D O N F A N ( A C T I V E S Y S T E M ) A P P L I E D O N W A R M - I N - W I N T E R S I D E O F T H E R M A L I N S U L A T I O N A T A B O V E G R A D E F R A M E D W A L L S , R I M J O I S T S , F L R S A N D C L G S 4 M I L . P O L Y V A P O R / A I R B A R R I E R W / A P P R O V E D S E A L A N T G Y P . B D . W / V A P O R B A R R . 1 / 2 " S A G - R E S I S T A N T 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . 1 / 2 " G Y P . B D . S E A L B E H I N D P O L Y . S E A L B E H I N D P O L Y . P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " P A S S I V E R A D O N V E N T L A B E L O N E A C H F L R " R A D O N R E D U C T I O N S Y S T E M " T O E A C H S I D E O F " T " F I T T I N G I N A G G R E G A T E 1 0 ' S E C T I O N O F P E R F O R A T E D P I P E C O N N E C T E D 1 / 2 " O S B o r 1 / 2 " T R E A T E D P L Y W D A T G R O U N D L E V E L A P P L I C A N T I O N S T O M A I N T A I N P E R M A N E N T C O N T A C T W I T H T H E U N D E R S I D E O F T H E S U B F L O O R D E C K I N G F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E F I N I S H E D G R A D E W I L L V A R Y J O I S T C A N T I L E V E R D E T A I L ( R - 3 0 . 5 ) ( S T C - 4 1 ) 5 " M I N . P O L Y U R E T H A N E F O A M 2 x 6 E X T E R I O R W A L L ( S E E O S W E L L E N G I N E E R I N G ) R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 1 / 2 " E X T . S H E A T H I N G 5 - 1 / 2 " B A T T I N S U L A T I O N 2 x 6 S T U D S A T 1 6 " O . C . W / H O U S E W R A P S I D I N G P E R E L E V . R - 0 . 6 2 R - 2 1 R - N / A R - N / A I N S I D E A I R F I L M R - 0 . 6 8 1 / 2 " G Y P B D . R - 0 . 4 5 O U T S I D E A I R F I L M R - 0 . 1 7 2 x 6 E X T E R I O R W A L L 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 3 . 5 " M I N . P O L Y U R E T H A N E F O A M A T P E R I M E T E R R = 2 0 G Y P . B D . E X C E P T 8 0 S F A T 1 / 2 " S A G - R E S I S T A N T R U N N I N G T H R U U N C O N D I T I O N E D S P A C E S T O H A V E R - 4 I N S U L . ( M I N ) V E N T P I P E R - 1 0 R I G I D I N S U L A T I O N I N T E N D E D F O R E X T E R I O R U S E A S T M C 5 7 8 , C 6 1 2 o r C 1 0 2 9 I N S T A L L E D P E R M F R ' S S P E C S A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R A L L N O N - B E A R I N G P A R T I T I O N W A L L S T O B E F R A M E D A T 1 6 " O N C E N T E R 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E T H E M E C H A N I C A L R O O M O F F O U N D A T I O N W A L L 1 6 x 8 C O N C . F T G . 5 0 0 0 P S I T E S T E D - O R - A P P R O V E D A D M I X T U R E ( I F R E Q U I R E D P E R F O U N D A T I O N E X T E N D O V E R S I L L P L A T E R - 5 R I G I D I N S U L A T I O N ( A T R I G H T A N D L E F T S I D E O F H O M E O N L Y ) S E A L E D A N D T A P E D A T T O P C A L C U L A T I O N S , R 4 0 2 . 2 . 8 . A ) R - 5 R I G I D I N S U L A T I O N ( A T S I D E L O O K O U T F O U N D A T I O N O N L Y , N O T A T R E A R L O O K O U T W A L L S ) R - 5 R I G I D I N S U L A T I O N - O N I N S I D E T A P E & S E A L A T T O P F L A S H I N G O V E R X P I N S U L A T I O N . X P T O R U N M I N . 6 " B E L O W G R A D E D R A I N T I L E A T W A L K O U T W A L L S ( H I L L C R E S T O N L Y ) W / R - 1 0 D R A I N A G E B O A R D R O L L - O N W A T E R P R O O F I N G W A L L E D G E , A C R O S S T H E T O P , A N D E X T E N D F R O M T O P I N T E R I O R 6 " D O W N T H E E X T E R I O R W A L L F A C E W / V A P O R B A R R . 5 / 8 " G Y P . B D . 9'-1 1/8"10'-3 7/8"9'-8 1/4"8'-1 1/2"8'-1 1/8"39'-0" 3 1 / 2 " C O N C . F L O O R 6'-8"MIN HEADROOM HAND RAIL ALL STAIRS PROVIDE MIN. 6'-8" HEADROOM 3) LSL STRINGERS 7 3/4" MAX RISE 10" TREAD CUT STAIR DATA 3 / 4 " 2 5 0 S U B F L O O R 1 4 " M F D I - J O I S T S 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 18 " M F D F L O O R T R U S S E S 1/4"=1'-0"LONGITUDNAL CROSS SECTION C-C L A U . BATH#26'-8"MIN HEADROOM L I G H T F I X T U R E S 1 / 2 " = 1 ' - 0 " B L O C K I N G A T 7 - 1 / 4 " 12" 4" 4 " D I A . H O L E 14" TO TOP 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 . 10" SQUARE COLUMN DETAILSSCALE VARIES D R A W N : 1 2 - 4 - 2 0 1 5 - L L H A R R I S O N 5 4 6 5 - A - 3 . 1 - G R - L O R E V I S E D : 7 - 3 0 - 2 0 1 8 - A W P O R C H F T G : 3 - 2 1 - 2 0 1 9 - L L P E R M I T / C O N S T : 4 - 1 2 - 2 0 1 9 - L J S S S C O P E O F W O R K : I N D E X : S1 - S c o p e , I n d e x , a nd C e r t i f i c a t i o n S2 - G e n e r a l N o t e s S3 - S t a n d a r d B e a r i n g W a l l D e t a i l S4 - S t a n d a r d N o n - B e a r i ng W a l l J o i s t B l o c k i n g D e t a i l S5 - B o t t o m C h o r d B e a r i ng T r u s s N o n - B e a r i n g W a l l D e t a i l S6 - T o p C h o r d B e a r i n g T r us s N o n - B e a r i n g W a l l D e t a i l M A T E R I A L S : C o n c r e t e : Mi n i m u m 2 8 d a y c o m p r e ss i v e s t r e n g t h ( F ' c ) o f 3 0 0 0 p s i f o r w a l l s Mi n i m u m 2 8 d a y c o m p r e ss i v e s t r e n g t h ( F ' c ) of 5 0 0 0 p s i f o r f o o t i n g s M a s o n r y : Mi n i m u m 2 8 d a y p r i s m st r e n g t h ( F ' m ) o f 1 5 0 0 p s i B a c k f i l l S o i l : Sa n d - 3 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Sa n d y C l a y - 4 5 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Cl a y - 6 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e S I T E A D D R E S S : St r e e t : Ci t y : St a t e : M N Z i p : Cr a i g O s w e l l , P E ( M N # 4 2 3 4 1 ) O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : S c o p e o f W o r k , I n d e x , a n d C e r t i f i c a t i o n Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) 34 Th e d r a w i n g s a r e t o o n l y b e u s e d b y t h e B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) an d i t s m e m b e r s . R e f e r to B A M ' s w e b s i t e f o r t h e m o s t c u r r e n t v e r s i o n o f t h es e d r a w i n g s . T h e s e d r a w i n g s a r e t o b e p r o v i d e d t o t h e bu i l d i n g i n s p e c t i o n d e p a r t m e n t a s p a r t o f t h e p e r m i t p a c k a g e . I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d pr o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f t h e s t a t e of M i n n e s o t a . Pa g e S 1 o f S 6 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m 2 0 1 9 B A M T o p o f F o u n d a t i o n W a l l S u p p o r t G u i d e 1/ 1 / 2 0 1 9 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 Fo o t i n g s m a y b e 3 0 0 0 p s i i f a n a p p r o v e d a d m i xt u r e i s u s e d t o a c h i e v e a w a t e r a n d v a p o r re s i s t a n c e e q u i v a l e n t t o 5 0 0 0 p s i Th e s e d r a w i n g s a r e a n i l l u s t r a t i v e r e p r e s e n t a t i o n o f a n a l t e r n a t i v e o p t i o n t o t h e t o p o f w a l l s u p p o r t in f o r m a t i o n c o n t a i n e d i n t h e 2 0 1 2 I n t er n a t i o n a l R e s i d e n t i a l Co d e ( I R C ) s e c t i o n 4 0 4 . 1 , a s a d o p t e d b y t h e 20 1 5 M i n n e s o t a S t a t e B u i l d i n g Co d e . T h e s e d r a w i n g s ap p l y t o t h e c o n s t r u c t i o n o f t op o f f u l l h e i g h t c a s t - i n - pl a c e c o n c r e t e , i n s u l a t e d c o n c r e t e fo r m , a n d m a s o n r y b a s e m e n t f o u n d a t i on w a l l s f o r t y p i c a l r e s i d e n t i a l ca s e s . T h e s e d r a w i n g s a r e n o t t o s c a l e a n d a l l c o n d i t i o n s a r e t o b e v e r i f i e d b y t h e c o n t r a c t o r . M e a n s a n d me t h o d s o f c o n s t r u c t i o n f o r s h o r i n g , w a t e r - p r o o f i n g , i ns u l a t i o n , f l a s h i n g , a n d a l l o t h e r n o n - s t r u c t u r a l re q u i r e m e n t s a r e t o b e b y o t h e r s i n a c c o r d a n c e w i t h t h e C o d e a n d s t a n d a r d in d u s t r y p r a c t i c e . T h e s e dr a w i n g s a r e v a l i d t h r o u g h D e c e m b e r 3 1 , 2 0 1 9 . G G E N E R A L N O T E S : 1.2.3.4. Us e o f m u l t i p l e s i l l p l a t e s i s n o t a l l o w e d u n l e s s s p e c i f i c a l l y n o t e d . 5.6.7.8.9. 10 . 11 . * = s e e n o t e 1 1 a b o v e f o r a l t e r n a t e a n c h o r o p t i o n s O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : G e n e r a l N o t e s Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c ia t i o n o f M i n n e s o t a ( B A M ) 34 An c h o r b o l t s m a y b e s u b s t i t u t e d w i t h 1/ 2 " d i a m e t e r t h r e a d e d r o d e p o x y g r o u t e d a t sa m e s p a c i n g w i t h 7 " em b e d . Al t e r n a t e a n c h o r s m a y b e S i m p s o n M A B , S i m p s o n M A SA , U S P S T , U S P F A 3 , Si m p s o n F W A Z , o r 1 / 2 " di a m e t e r e x p a n s i o n a n c h o r s w i t h 6 " m i n i m u m e m b e d m e n t , o r a n e q u i v a l e n t m a n u f a c t u r e d a n c h o r . 1/ 1 / 2 0 1 9 Si l l p l a t e s m a y n e e d t o b e l a r g e r t h a n t h e m i n i m u m t o m e e t E n e r g y C o d e o r o t h e r r e q u i r e m e n t s . T h e ex a c t s i z e o f t h e s i l l p l a t e i s th e r e s p o n s i b i l t y o f th e c o n t r a c t o r . Do n o t b a c k f i l l u n t i l t h e c o n c r e t e h a s r e a c h e d a t l e a s t 7 0 p e r c e n t o f t h e 2 8 d a y c o n c r e t e s t r e n g t h . U s e o f ad e q u a t e s h o r i n g b y o t h e rs i s r e q u i r e d u n t i l t h e f i n a l f l oo r a n d s l a b s y s t e m s a r e i n p l a c e . Si l l p l a t e s e c t i o n s r e q u i r e a t l e a s t t w o a n c h o r s w i t h o n e w i t h i n 4 " t o 1 2 " o f e a c h e n d a n d a t a l l c o r n e r s an d i n t e r s e c t i o n s . W a l l s l e s s t h a n 2 4 " in l e n g t h r e q u i r e o n l y o n e a n c h o r . Th i s p a c k e t a p p l i e s t o f u l l h e i g h t w a l l s l e s s t h a n t e n f e e t i n c l e a r he i g h t s u p p o r t i n g u n b a l a nc e d f i l l o n l y . Th i s p a c k e t d o e s n o t a p p l y t o l o o k o u t a n d f r o s t s t y l e w a ll s . T h e d e t a i l s i n t h i s p a c k e t a r e n o t l i m i t e d b y wa l l l e n g t h o r p l a n d i m e n s i o n s . Th i s p a c k e t a p p l i e s t o t r a d i t i o n a l f l o o r j o i s t s , I - j o i s t s, a n d t r u s s e s . A l l f l o o r m e m b e r s a r e t o b e a r a t l e a s t 3. 5 " o n t h e s i l l p l a t e u n l e s s n o t e d o t h e r w i s e . S i l l p l a t e s m a y o v e r o v e r h a n g t h e f a c e o f t h e w a l l p r o v i d e d th e o v e r h a n g i s n o t l o a d e d v e r t i c a l l y a n d a l l an c h o r b o l t / c o n n e c t i o n t o l e r a n c e s a r e m e t . Al l p r e m a n u f a c t u r e d c o n n e c t o r s a n d an c h o r s a r e t o b e i n s t a l l e d i n a c co r d a n c e w i t h t h e i r m a n u f a c t u r e r ' s re c o m m e n d a t i o n s . F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o m Pa g e S 2 o f S 6 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 72 " 72 " 72 " 24 " 48 " 40 " 72 " 36 " 48 " 16 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " T T O P O F W A L L A N C H O R S P A C I N G T A B L E B B A C K F I L L H E I G H T A B O V E S L A B AN C H O R BO L T AL T E R N A T E AN C H O R * AN C H O R BO L T AL T E R N A T E AN C H O R * AN C H O R BO L T S S A N D S S A N D Y C L A Y 8' - 6 " 16 " 32 " 32 " 9' - 6 " 64 " 24 " 40 " 16 " 24 " 8" 72 " 72 " 72 " 64 " 72 " 72 " 32 " 64 " 24 " 72 " 40 " 56 " 24 " 1 1 0 '-0 " C L A Y AL T E R N A T E AN C H O R * S O I L T Y P E 72 " 7' - 6 " 5' - 6 " o r l e s s 8' - 6 " 6' - 6 " o r l e s s 7' - 6 " 6' - 6 " 48 " 16 " 7' - 6 " o r l e s s 72 " 72 " Sl o p e g r a d e 6 " m i n i m u m d o w n w a r d a w a y f r o m f o u n d a t i o n s w i t h i n f i r s t 1 0 f e e t o r p r o v i d e C o d e c o m p l i a n t sw a l e . An c h o r b o l t s 1 / 2 " o r l a r g e r i n di a m e t e r d o n o t r e q u i r e co r r o s i o n p r o t e c t i o n p e r IR C s e c t i o n R 3 1 7 . 3 . 1 , ex c e p t i o n 1 . 72 " C L E A R H E I G H T (T o p o f S l a b t o T o p o f W a l l ) 8 '-0 " o r l e s s 9 '-0 " 64 " 16 " 72 " 32 " 8" 72 " 32 " 56 " Al t e r n a t i v e t o M N C o d e T a b l e R 4 0 4 . 1 ( 1 ) 48 " 6" Min T T Y P I C A L T O P O F F O U N D A T I O N W A L L D E T A I L N N o t e s :1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide ##Description: Typical Bearing Wall Detail Project # 18.099 Client Name: Builder's A ssociation of Minne sota (BAM)34Page S3 of S61901 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m8'-0 " o r l e s s C C19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)B C16"1/1/20199'-0 "1 0 '-0 "16" A (note 7)CCA (note 7)B B B DCCCLEAR H E I G H T (T o p o f S l a b t o T o p o f W a l l )CCDD D 24"DCWood floor joist, I-jo ist, or trusses & wall framing by others F L O O R M E M B E R T O S I L L P L A T E C O N N E C T I O N T A B L E Alternate to MN Code Table R404.1(1)C L A S S (w e a k e s t t o s t r o n g e s t )D E S C R I P T I O N2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of bo th wall and sill plate is to be 2.5")C L A YBACKFILL T Y P E F L O O R M E M B E R S P A C I N G S A N D S A N D Y C L A YSee table below for connection of each floor member to sill plate Foundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)C O N N E C T I O N T Y P E DSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located withi n 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum c ontinuous bottom bracing must be provided.A B C(3)0.131" diameter x 3" long toe/top nails (3)0.148" diameter x 3" long toe/top nails USP LJC or USP MPA1/Simpson A35 (see note 4)D D19.2"24"16"19.2" J J O I S T B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 ) N O T E S : 1.2.3. To e n a i l b l o c k i n g m e m b e r s i n p l ac e a s r e q u i r e d f o r s t a b i l t y . 4.5.6. Al l n a i l s a r e t o b e s p a c e d i n m e m b e r s s u c h t h a t s p l i t t i n g d o e s n o t o c c u r . 7. Fo u n d a t i o n w a l l i s t o b e p e r C o d e b y o t h e r s . O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p o f F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : St a n d a r d N o n - B e a r i n g W a l l J o i s t B l o c k i n g D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c i a t i o n o f M i n n e s o t a ( B A M ) 34 1/ 1 / 2 0 1 9 Ba y s c o n t a i n i n g b l o c k i n g d o n o t n e e d t o b e d i r e c t l y n e x t to t h e w a l l o r e a c h o t h e r p r o v i d e d 2 x 4 s p a c e r b l o c k i n g i s in s t a l l e d b e t w e e n t h e m a s s h o w n . T o e n a i l s p a c e r s i n p l a c e a s r e q u i r e d . Fu l l h e i g h t b l o c k i n g m a y c o n t a i n 4 " d i am e t e r m a x i m u m h o l e s i f r e q u i r e d f o r e l ec t r i c a l / p l u m b i n g . P r o v i d e a t l e a s t 3 " ed g e c l e a r a n c e f o r a l l h o l e s . Pa g e S 4 o f S 6 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Bl o c k i n g s h o w n m a y b e r e p l a c e d w i t h p r e - m a n u f a c t u r e d b l o c k i n g p r o v i d e d i t c a n r e s i s t a t le a s t 1 5 0 0 p o u n d s o f l a t e r a l co m p r e s s i o n . Na i l t h e f l o o r s h e a t h i n g t o t h e bl o c k i n g w / a t l e a s t ( 1 2 ) 0. 1 3 1 " d i a m e t e r x 3 " l o n g na i l s e v e n l y s p a c e d Wa l l f r a m i n g , j o i s t s , & s t r u c t u r a l ri m b y o t h e r s Fl o o r s h e a t h i n g i s t o b e 3 / 4 " m i n i m u m t h i c k O S B / p l y w o o d i n s t a l l e d i n a s t a g g e r e d p a t t e r n . N a i l t o f l o o r m e m b e r s w i t h 0. 1 3 1 " d i a m e t e r x 3 " l o n g n a i l s a t 6 " o . c . a t a l l p a n e l e d g e s / p e r i m e t e r a n d 1 2 " o . c. a t a l l i n t e r m e d i a t e s u p p o r t s o r a n ap p r o v e d e q u i v a l e n t . Us e C l a s s D c o n n e c t i o n f r o m S 3 fo r b l o c k i n g t o s i l l Se e n o t e 4 f o r s p a c e r s a s re q u i r e d a t m e c h a n i c a l o n l y In s t a l l f u l l h e i g h t 2 x o r I - j o i s t bl o c k i n g a s r e q u i r e d t o ac h i e v e t h e n a i l i n g n o t e d (m i n i m u m o f t w o s p a c e s ) , sp a c e s u s e d d o n o t n e e d t o be n e x t t o e a c h o t h e r i f sp a c e s b e t w e e n a r e b l o c k e d pe r n o t e 4 2x 6 m i n i m u m s i l l p l a t e w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & 2 " w i d e x 1 / 8 " th i c k s q u a r e o r r o u n d co u n t e r s u n k f l u s h w a s h e r s o r al t e r n a t i v e a n c h o r ( s e e t a b l e o n S2 f o r s p a c i n g ) ( A n c h o r b o l t cl e a r a n c e b e t w e e n e d g e o f b o t h wa l l a n d s i l l p l a t e i s t o b e 2 . 5 " ) , N O T E : S i l l p l a t e m a y h a v e t o b e i n c r e a s e d t o 2 x 8 t o f i t C l a s s D c o n n e c t o r s B B O T T O M C H O R D B E A R I N G T R U S S B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 ) N O T E S : 1.2.3. To e n a i l b l o c k i n g m e m b e r s i n p l a c e a s r e q u i r e d f o r s t a b i l t y . 4.5.6. Al l n a i l s a r e t o b e s p a c e d i n m e m b e r s s u c h t h a t s p l i t t i n g d o e s n o t o c c u r . 7. Fo u n d a t i o n w a l l i s t o b e p e r C o d e b y o t h e r s . 8. Do n o t c u t r i m t r u s s b o t t o m c h o r d f o r a n y r e a s o n . O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 B A M T o p of F o u n d a t i o n S u p p o r t G u i d e De s c r i p t i o n : No n - B e a r i n g W a l l B o t t o m C h o r d B e a r i n g Tr u s s B l o c k i n g D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 0 9 9 Cl i e n t N a m e : B u i l d e r ' s A s s o c i a t i o n o f M i n n e s o t a ( B A M ) 34 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 1/ 1 / 2 0 1 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Pa g e S 5 o f S 6 Ba y s c o n t a i n i n g b l o c k i n g d o n o t n e e d t o b e d i r e c t l y n e x t t o t h e w a l l o r e a c h o t h e r p r o v i d e d 2 x 4 s p a c e r b l o c k i n g i s i n s t a l l e d be t w e e n t h e m a s s h o w n . T o e n a i l s p a c e r s i n p l a c e a s r e q u i r e d . OS B / p l y w o o d b l o c k i n g m a y c o n t a i n 4 " d i a m e t e r m a x i m u m h o l e s i f r e q u i r e d f o r e l e c t r i c a l / p l u m b i n g . P r o v i d e a t l e a s t 3 " e d g e cl e a r a n c e f o r a l l h o l e s . Na i l t h e f l o o r s h e a t h i n g t o t h e bl o c k i n g w / a t l e a s t ( 1 2 ) 0 . 1 3 1 " di a m e t e r x 3 " l o ng n a i l s e v e n l y sp a c e d Wa l l f r a m i n g , t r u s s e s , & st r u c t u r a l r i m b y o t h e r s 2x 6 m i n i m u m s i l l p l a t e w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & 2 " w i d e x 1/ 8 " t h i c k s q u a r e o r r o u n d co u n t e r s u n k f l u s h w a s h e r s o r al t e r n a t i v e a n c h o r ( s e e t a b l e o n S2 f o r s p a c i n g ) ( A n c h o r b o l t cl e a r a n c e b e t w e e n e d g e o f b o t h wa l l a n d s i l l p l a t e i s t o b e 2 . 5 " ) , N O T E : S i l l p l a t e m a y h a v e t o b e i n c r e a s e d t o 2 x 8 t o f i t C l a s s D c o n n e c t o r s Fl o o r s h e a t h i n g i s t o b e 3 / 4 " m i n i m u m t h i c k O S B / p l y w o o d i n s t a l l e d i n a s t a g g e r e d p a t t e r n . N a i l t o f l o o r m e m b e r s w i t h 0 . 1 3 1 " di a m e t e r x 3 " l o n g n a i l s a t 6 " o . c . a t a l l p a n e l e d g e s / p e r i m e te r a n d 1 2 " o . c . a t a l l i n t e r m e d i a t e s u p p o r t s o r a n a p p r o v e d eq u i v a l e n t . Se e n o t e 4 f o r s p a c e r s a s re q u i r e d a t m e c h a n i c a l o n l y In s t a l l 2 x 4 m i n i m u m f l a t bl o c k i n g b e t w e e n t r u s s e s a s re q u i r e d t o a c h i e v e t h e n a i l i n g no t e d ( m i n i m u m o f t w o s p a c e s ) , sp a c e s u s e d d o n o t n e e d t o b e ne x t t o e a c h o t h e r i f s p a c e s be t w e e n a r e b l o c k e d p e r n o t e 4 In s t a l l 3 / 4 " m i n i m u m th i c k O S B / p l y w o o d t o on e s i d e o f 2 x 4 b l o c k i n g w / ( 6 ) 0 . 1 3 1 " di a m e t e r x 3 " l o n g n a il s t o p & b o t t o m O R 1/ 2 " m i n i m u m t h i c k O S B / p l y w o o d t o e a c h si d e w / ( 4 ) 0 . 1 3 1 " d i a m e t e r x 3 " l o n g n a i l s to p & b o t t o m Us e C l a s s D c o n n e c t i o n f r o m S 3 fo r b l o c k i n g t o s i l l Na i l r i m t r u s s b o t t o m c h o r d t o si l l p l a t e w / 0 . 1 4 8 " d i a m e t e r x 3 " lo n g n a i l s @ 6 " o . c . Bl o c k i n g s h o w n m a y b e r e p l a c e d w i t h p r e - ma n u f a c t u r e d b l o c k i n g p r o v i d e d i t c a n re s i s t a t l e a s t 1 5 0 0 p o u n d s o f l a t e r a l co m p r e s s i o n . T T O P C H O R D B E A R I N G T R U S S B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 )N O T E S :1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in member s such that splitting does not occur.4.Foundation wall is to be per Code by others.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide Description:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099 Client Name: Builder's Assoc iation of Mi nnesota (BAM)34 1/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spaced Wall framing, trusses, & structural rim by others Page S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate su pports or an approved equivalent.1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3Additional sill plates as required by others to match truss top chord depth Install treated double 2x blocking ripped to fit height of sill plates in first bay P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m S S C O P E O F W O R K : I N D E X : S1 - S c o p e , I n d e x , a nd C e r t i f i c a t i o n S2 - G e n e r a l N o t e s S3 - S t e p F o o t i n g D e t a i l S4 - F r o s t W a l l D e t a i l S5 - L o o k o u t W a l l D e t a i l S6 - F u l l H e i g h t W a l l D e t a i l M A T E R I A L S : R e i n f o r c i n g S t e e l :: Gr a d e 4 0 ( 4 0 k s i ) f o r # 4 a n d s m a l l e r b a r s Gr a d e 6 0 ( 6 0 k s i ) f o r # 5 b a r s a n d l a r g e r R e b a r S u b s t i t u t i o n N o t e s : 1. Tw o # 4 ' s b u n d l e d m a y b e u s e d t o s u b s t i tu t e ( 1 ) # 6 a n d v i c e v e r s a p r o v i d e d th e y a r e o f t h e s a m e g r a d e s t e e l . 2. Fo r v e r t i c a l b a r s o n S 6 , # 5 ' s m a y b e u s e d i n l i e u o f # 6 ' s a t t w o - t h i r d s o f t h e n o t e d s p a c i n g . C o n c r e t e : Mi x d e s i g n i s t o b e p r e p a r e d b y t h e c o n c r e t e s u p p l i e r t o m e e t t h e pr o j e c t ' s r e q u i r e m e n t s Mi n i m u m 2 8 d a y c o mp r e s s i v e s t r e n g t h o f 3 0 0 0 p s i f o r w a l l s Mi n i m u m 2 8 d a y c o m pr e s s i v e s t r e n g t h o f 50 0 0 p s i f o r f o o t i n g s B a c k f i l l S o i l : Sa n d - 3 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Sa n d y C l a y ( S C ) - 4 5 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e Cl a y - 6 0 p s f / f t e f f e c t i v e l a t e r a l p r e s s u r e S I T E A D D R E S S : St r e e t : Ci t y : St a t e : M N Z i p : Cr a i g O s w e l l , P E ( M N # 4 2 3 4 1 ) O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : S c o p e o f W o r k , I n d e x , a n d C e r t i f i c a t i o n Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e NE # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s 1/ 1 / 2 0 1 9 Th e d r a w i n g s a r e t o o n l y b e u s e d b y t h e co n t r a c t o r n o t e d b e l o w o r h i s a u th o r i z e d s u b - c o n t r a c t o r s / c l i e n t s . Th e s e d r a w i n g s a r e t o b e p r o v i d e d t o t h e b u i l d i n g i n s p e c t i o n d e p a r t m e n t a s p a r t o f t h e p e r m i t p a c k a g e . Th e s e d r a w i n g s a p p l y t o t h e c o n s t r u c t i o n o f c a s t - i n - p l a c e c o n c r e t e f o u n d a t i on w a l l s f o r t y p i c a l r e s i d e n t i a l ca s e s . T h e s e d r a w i n g s a r e n o t t o s c a l e a n d a l l c o n d i t i o n s a r e t o b e v e r i f i e d b y t h e c o n t r a c t o r . M e a n s a n d me t h o d s o f c o n s t r u c t i o n f o r s h o r i n g , w a t e r - p r o o f i n g , i n s u la t i o n , f l a s h i n g , c o n t r o l a n d c o n s t r u c t i o n j o i n t s , an d a l l o t h e r n o n - s t r u c t u r a l r e q u i r e m e n t s a r e t o b e b y ot h e r s i n a c c o r d a n c e w i t h t h e C o d e a n d s t a n d a r d in d u s t r y p r a c t i c e . T h e s e d r a w i n g s a r e v a l i d u n t i l t h e e n d o f 2 0 1 9 . 1 9 0 1 E H e n n e p i n A v e , #2 0 1 Fo o t i n g s m a y b e 3 0 0 0 p s i i f a n a p p r o v e d a d m i xt u r e i s u s e d t o a c h i e v e a w a t e r a n d v a p o r re s i s t a n c e e q u i v a l e n t t o 5 0 0 0 p s i I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d pr o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f t h e s t a t e of M i n n e s o t a . Pa g e S 1 o f S 6 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m G G E N E R A L N O T E S : 1. W a l l t h i c k n e s s e s n o t e d a r e n o m i n a l u n l es s s p e c i f i c a l l y s t a t e d o t h e r w i s e . 2. M a x i m u m w a l l t o f o o t i n g c e n t e r l i n e o f f s e t i s 2 " . A m i n i m u m o f 2 " o f f o o t i n g i s t o e x t e n d o n e a c h s i d e o f t h e w a l l . 3. B a r l a p s w h e n r e q u i r e d a r e t o b e a t l e a s t 4 0 b a r d i a m et e r s f o r g r a d e 4 0 a n d 6 0 b a r d i a m e t e r s f o r g r a d e 6 0 . 4. B e n d h o r i z o n t a l b a r s o r p r o v i de m a t c h i n g h o o k s a r o u n d a l l wa l l c o r n e r s a n d i n t e r s e c t i o n s . 5. H o r i z o n t a l b a r s m a y b e p l a c e d a n y w h e r e w i t h i n t h e w a ll t h i c k n e s s p r o v i d e d 2 " m i n i m u m c o v e r i s p r o v i d e d . 6. A l l o w a b l e b a r p l a c e m e n t t o l e r a n c e i s 1 / 2 " . T y i n g is n o t r e q u i r e d i f t o l e r a n c e s a r e m e t a n d m a i n t a i n e d . 7.8.9. A n c h o r b o l t s 1 / 2 " o r l a r g e r i n d i a m e t e r d o n o t r e q u i r e c o r r o s i o n p r o t e c t i o n p e r I R C s e c t i o n R 3 1 7 . 3 . 1 e x c e p t i o n 1 . 10 . An c h o r b o l t s m a y b e s u b s t i t u t e d w i t h 1 / 2 " d i a m e t e r t h r e a d ed r o d e p o x y g r o u t e d a t s a m e s p a c i n g w i t h 7 " e m b e d . 11 . T h e p r e s e n c e o f f o r m o i l o n t h e r e i n f o r c i n g i s a c c e p t ab l e f o r t h e c o n d i t i o n s c o n t a i n e d i n t h e s e d r a w i n g s . 12 . S l o p e g r a d e 6 " m i n i m u m d o w n w a r d a w a y f r o m f o u n d a t i on s w i t h i n f i r s t 1 0 f e e t o r p r o v i d e C o d e a d e q u a t e s w a l e . 13 . 14 .C C O L D W E A T H E R G U I D E L I N E S : 1.2. Co n c r e t e i s t o b e d e l i v e r e d t o t h e s i t e i n a t i m e l y m a n n e r . 3. Pl a c e m e n t o f c o n c r e t e e a r l i e r i n t h e d a y t o t a k e a d v a n t a g e o f l a t e n t h e a t o f s u n l i g h t i s a d v i s e d . 4. D o n o t a d d a d d i t i o n a l w a t e r . U s i n g w a t e r - r e d u c i n g a d m i x t u r e s i s r e c o m m e n d e d w h e n r e q u i r e d . 5. F o r m s a r e t o b e f r e e o f s n o w a n d i c e . D o n o t p l a c e c o n c r e t e i n c o n t a c t w i t h f r o z e n g r o u n d , s n o w , o r i c e . 6. P r e h e a t i n g o f r e b a r i s n o t r e q u i r e d , h o w e v e r i t i s t o b e f r e e o f f r o s t , s n o w , a n d i c e . 7. O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : G e n e r a l N o t e s Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e NE # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Do w e l s m a y b e d r i l l e d a n d i n s t a l l e d a f t e r f o o t i n g p o u r u n l es s o t h e r w i s e n o t e d . V e r t i c a l b a r s m a y b e e m b e d d e d in t o f o o t i n g i n p l a c e o f d o w e l s a t t h e s a m e e m b e d m e n t . Ve r t i c a l b a r s a n d d o w e l s d o n o t n e e d t o a l i g n . D o w e l s ma y b e b e n t d o w n f o r s a f e t y a n d c o v e r i n g t h e n b e n t b a c k b e f o r e w a l l p l a c e m e n t . Th e f o l l o w i n g i n f o r m a t i o n i s g e n e r a l g u i d e l i n e s f o r t h e p l a c e m e n t o f c o n c r e t e i n c o l d w e a t h e r c o n d i t i o n s . I t i s t h e co n t r a c t o r ' s r e s p o n s i b i l i t y t o e n s u r e p r o p e r m e a n s a n d m e t h o d s a r e f o l l o w e d a n d th a t t h e f i n a l i n p l a c e p r o d u c t i s ad e q u a t e . 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 Us e o f f o r m b l a n k e t s o r o t h e r a p p r o v e d p r o t e c t i o n i s h i g h l y r e c o m m e n d e d f o r t h e t o p o f t h e w a l l a t t e m p e r a t u r e s be l o w 1 0 d e g r e e s F a n d f o r t h e w h o l e w a l l w h e n b e l o w z e r o d e g r e e s F . Th e c o n t r a c t o r i s t o w o r k w i t h t h e c o n c r e t e s u p p l i e r t o ob t a i n a m i x d e s i g n w h i c h a c c o u n t s f o r t h e c o n d i t i o n s ex p e c t e d . U s e o f e x t r a c e m e n t , e a r l y- s t r e n g t h c o n c r e t e , a n d a c c e l e r a t o r s ar e r e c o m m e n d e d a t t e m p e r a t u r e s be l o w 2 0 d e g r e e s F . Si l l p l a t e s e c t i o n s r e q u i r e a t l e a s t t w o a n c h o r s w i t h o n e w i t h i n 4 " t o 1 2 " o f e a c h e n d a n d a t a l l c o r n e r s a n d in t e r s e c t i o n s . W a l l s l e s s t h a n 2 4 " i n le n g t h r e q u i r e o n l y o n e a n c h o r . S i l l p l a t e s m a y o v e r h a n g t h e f a c e o f t h e w a l l pr o v i d e d t h e o v e r h a n g i s n o t l o a d e d v e r t i c a l l y a n d a l l a n c h o r b o l t / c o n n e c t i o n t o l e r a n c e s a r e m e t . Do n o t b a c k f i l l u n t i l t h e c o n c r e t e h a s r e a c h e d a t l e a s t 7 0 p e r c e n t o f t h e 2 8 d a y c o n c r e t e s t r e n g t h . U s e o f ad e q u a t e s h o r i n g i s r e q u i r e d w h en t h e f i n a l f l o o r a n d s l a b s y s t e m s a r e n o t i n p l a c e a n d f u l l y a n c h o r e d . Ma x i m u m i n s i d e w i n d o w w e l l di m e n s i o n i s 7 2 " . W e l l w a l l s a r e t o b e a t l e a s t 8 " t h i c k p l a c ed m o n o l i t h i c a l l y w i t h ho u s e w a l l s w i t h h o r i z o n t a l b a r s e x t e n d ed i n t o t h e m a n d a r o u n d c o r n e r s . P r o v i de t w o a d d i t i o n a l v e r t i c a l b a r s a n d on e a d d i t i o n a l a n c h o r b o l t e a c h s i d e o f o p e n i n g . O p e n i n g h e a d e r b y o t h e r s . 1/ 1 / 2 0 1 9 F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o m Pa g e S 2 o f S 6 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 H H I G H F O O T I N G L O W F O O T I N G F O O T I N G S T E P D E T A I L O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 Standardized Concrete Foundation Drawings Description:Step Footing Detail (NOT TO SCALE)Project # 18.100 Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372 34Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step 6'-0" maximum step Optional control joint each end of beam section by others 24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4')High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown 1/1/2019(beam section)w w w .o s w e l l e c .c o m Page S3 of S6Phone: 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 61901 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated 6" minimum thick cast-in-place concrete foundation wall Wa l l f r a m i n g b y o t h e r s W W A L K O U T / S L A B -O N -G R A D E F R O S T W A L L D E T A I L No t e : M a x i m u m u n b a l a n c e d f i l l h e i g h t i s 3 6 " f o r 8 " t h i c k w a l l & 4 8 " f o r 1 0 " w a l l O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : Fr o s t W a l l D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e N E # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Gr a d e t o b e a t l e a s t 6 " b e l o w t o p of w a l l Si l l p l a t e b y o t he r s w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & s t a n d a r d wa s h e r s @ 7 2 " o . c . m a x o r eq u i v a l e n t m e t a l s t r a p a n c h o r s (A n c h o r b o l t c l e a r a n c e b e t w e e n ed g e o f b o t h w a l l a n d s i l l p l a t e i s to b e 2 " ) 6" m i n i m u m t h i c k c a s t - i n - p l a c e co n c r e t e w a l l Pa g e S 4 o f S 6 (1 ) # 4 c o n t i n u o u s h o r i z o n t a l b a r w/ i n 1 8 " o f t o p o f w a l l 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m #4 x 2 ' - 0 " l o n g d o w e l s @ 7 2 " o . c . ma x w / 5 " m i n i m u m e m b e d Un r e i n f o r c e d c o n c r e t e s t r i p fo o t i n g p e r C o d e b y o t h e r s , pr o v i d e f r o s t p r o t e c t i o n p e r C o d e as r e q u i r e d 1/ 1 / 2 0 1 9 Op t i o n a l s l a b l e d g e , m a x i m u m st e m h e i g h t i s 12 " w / w i d t h t o ma t c h s i l l p l a t e Wa l l f r a m i n g b y o t h e r s 6 6 " w a l l s p a c i n g : 8 "+ w a l l s p a c i n g : L O O K O U T W A L L D E T A I L O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C . Pr o j e c t N a m e : 2 0 1 9 S t a n d a r d i z e d C o n c r e t e F o u n d a t i o n D r a w i n g s De s c r i p t i o n : Lo o k o u t W a l l D e t a i l ( N O T T O S C A L E ) Pr o j e c t # 1 8 . 1 0 0 Cl i e n t N a m e : O s t e r t a g C e m e n t , I n c . Cl i e n t A d d r e s s : 1 4 1 9 8 C o m m e r c e A v e N E # 3 0 0 , P r i o r L a k e , M N 5 5 3 7 2 34 Gr a d e t o b e a t l e a s t 6 " b e l o w t o p of w a l l Si l l p l a t e b y o t he r s w / 1 / 2 " di a m e t e r a n c h o r b o l t s w / 7 " mi n i m u m e m b e d & s t a n d a r d wa s h e r s @ 7 2 " o . c . m a x o r eq u i v a l e n t m e t a l s t r a p a n c h o r s (A n c h o r b o l t c l e a r a n c e b e t w e e n ed g e o f b o t h w a l l a n d s i l l p l a t e i s to b e 2 " ) Pa g e S 5 o f S 6 (1 ) # 4 c o n t i n u o u s h o r i z o n t a l b a r w/ i n 1 8 " o f t o p o f w a l l 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m Fo o t i n g e l e v a t i o n m a y v a r y b e l o w sl a b , p r o v i d e f r o s t p r o t e c t i o n p e r Co d e 8" t h i c k x 1 8 " w i d e m i n i m u m un r e i n f o r c e d c o n c r e t e s t r i p fo o t i n g ( 1 6 " w i d e m i n i m u m f o r ma x i m u m u n b a l a n c e d g r a d e o f 2 ' - 6" o r l e s s ) , l a r g e r f o o t i n g w i d t h ma y b e r e q u i r e d f o r s p e c i f i c s o i l be a r i n g c o n d i t i o n s t o b e de t e r m i n e d p e r C o d e b y o t h e r s 6" m i n i m u m t h i c k c a s t - i n - p l a c e co n c r e t e w a l l #4 x 2 ' - 0 " l o n g c e n t e r e d do w e l s w / 5 " m i n i m u m e m b e d we t s e t o r e p o x y g r o u t e d i n pl a c e 32 " o . c . m a x f o r s a n d & 2 4 " o. c . m a x f o r S C & c l a y 48 " o . c . m a x f o r s a n d , 4 2 " o . c . ma x f o r S C , & 3 6 " o . c . m a x f o r cl a y 1/ 1 / 2 0 1 9 3 ' - 2 " m a x Wood floor & wall framing by others Grade to be at least 6" below top of wall B B A S E M E N T W A L L D E T A I L T T a b l e N o t e s :(1) = (2) = A l l o w e d a l t e r n a t e a n c h o r s a r e :O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 Standardized Concrete Foundation Drawings Description: Full Height Wall Detail (NOT TO SCALE)Project # 18.100 Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372 34Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o mUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the st em wall formed is at least 6" thick & no more than 16" high Connection of floor me mbers to sill plate to be per Code by others 1/1/2019Clear Height 8 8 ' o r L e s s B B o l t s A A l t e r n a t eNANA36"(1)NA NACClay99'W W a l l T h i c k n e s s 8 8 "1 1 0 "1 1 2 "#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed S S a n d S S C C C l a y S S a n d S S CUnreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)1 1 0 'C C l e a r H e i g h t a n d S o i l T y p e S S a n d S S C C C l a y V V e r t i c a l R e b a r S p a c i n g NA NA NANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NA NANANA NA 72"48"72"24"48"18"36"(1)NA NA 72"36"60"24"36"12"48"18"S S i l l A n c h o r S p a c i n g 36"12"24"8" Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B2 2 B e a m b y o t h e r s 6 ' 0 " 1 B3 2 B e a m b y o t h e r s 4 ' 0 " 1 UN E X C A V A T E D ST A I R W A Y FL O O R T R U S S E S BY O T H E R S PO R C H F R A M I N G BY O T H E R S OP T I O N A L E G R E S S WI N D O W H E A D E R (2 ) 1 - 3 / 4 " X 7 - 1 / 4 " X 6 ' VE R S A L A M L V L B1 B3 B3 B 2 B 2 4 2 ' 0 " 6 ' 0 " 3 6 ' 0 " 20 ' 8 " 18 ' 4 " 39 ' 0 " 20 ' 2 " 1 6 ' 0 " 10 ' 0 " 2 ' 0 " 2 4 ' 0 " 1 6 ' 0 " 10 ' 0 " 4 ' 0 " 4 ' 0 " Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B2 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 2 B3 1 B e a m b y o t h e r s 6 ' 0 " 1 B1 B2 B3 39 ' 0 " 1 6 ' 0 " Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B2 1 B e a m b y o t h e r s 8 ' 0 " 1 B3 1 B e a m b y o t h e r s 4 ' 0 " 1 B3 B2 B1 39 ' 0 " 1 6 ' 0 " UNEXCAVATED4TH STALL OPT.AT THIS AREA 16' 0" 24' 0" 2' 0" 10' 0" 4' 0" 20' 8" 10' 0" Sheet: 1 of 4DWG: Basement BeamsFile: Plan #5466-A-GRBy: Anthony EstevezDate: 10-22-18Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5466-A-GR D.R. HORTON BASEMENT BEAMS DESIGN = L/360 BA S E M O D E L BA S E M E N T B E A M S WA L K O U T O P T I O N LO O K O U T O P T I O N FOURTH STALL OPTION Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 4 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B2 1 G i r d e r T r u s s b y o t h e r s 2 2 ' 0 " 1 B3 5 B e a m b y o t h e r s 4 ' 0 " 1 Pt 1 2 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 7 2 6 5 0 S P 1 0 ' 0 " 1 ST A I R W A Y SI N G L E TR I M M E R S SI N G L E TR I M M E R S RE L O C A T E W I N D O W HE A D E R A T W A L K - I N SH O W E R O P T I O N SI N G L E TR I M M E R S SI N G L E TR I M M E R S Pt 1 Pt 1 B2 B3 B1 B1 B3 B3 B3 B 3 4 0 ' 0 " 39 ' 0 " 3 6 ' 0 " 4 ' 0 " 18 ' 4 " 20 ' 8 " Sheet: 3 of 4DWG: Upper Floor HeadersFile: Plan #5466-A-GRBy: Anthony EstevezDate: 10-22-18Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5466-A-GR 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 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 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 B2 3 B e a m 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 7 U S P T H F 2 3 1 4 0 ST A I R W A Y GA R A G E RO O F T R U S S E S BY O T H E R S B1 B 2 B 2 B2 H1 H1 H1 H1 H1 H1 H1 2 2 ' 0 " 1 6 ' 0 " 10 ' 0 " 9 ' 0 " 9 ' 0 " 12 ' 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 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 2 ' 0 " 2 ST A I R W A Y FL O O R T R U S S E S BY O T H E R S UN E X C A V A T E D SE E P A G E 1 F O R WI N D O W O P T I O N S : OP T I O N A L E G R E S S , LO O K O U T O R W A L K O U T B1 3 6 ' 0 " 1 6 ' 0 " 10 ' 0 " 20 ' 2 " 2 4 ' 0 " 39 ' 0 " 4 2 ' 0 " 1 6 ' 0 " 9 ' 0 " 12 ' 0 " 9 ' 0 " Sheet: 4 of 4DWG: Upper Floor HeadersFile: Plan #5466-A-GRBy: Anthony EstevezDate: 10-22-18Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5466-A-GR D.R. HORTON SUNROOM OPTION DESIGN = L/360 SU N R O O M O P T I O N MA I N L E V E L SU N R O O M O P T I O N LO W E R L E V E L Co n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t H1 2 U S P H D 1 7 1 1 2 H2 1 2 U S P T H F 1 7 1 4 0 H3 2 1 U S P T H F 2 3 1 4 0 Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s J1 3 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 J2 1 6 1 4 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 0 " 1 J3 7 1 4 " B C I ® 6 0 0 0 s - 1 . 8 4 0 ' 0 " 1 J4 1 5 1 4 " B C I ® 6 0 0 0 s - 1 . 8 2 0 ' 0 " 1 B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 2 B2 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B3 2 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 0 ' 0 " 2 B4 4 1 - 3 / 4 " x 9 - 1 / 2 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 8 ' 0 " 2 B5 2 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 2 ' 0 " 2 B6 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 0 ' 0 " 1 B7 2 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 8 ' 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 1 4 ' 0 " 2 B9 1 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 1 B1 0 1 1 - 3 / 4 " x 1 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 ' 0 " 1 B1 1 3 1 - 3 / 4 " x 1 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 2 2 ' 0 " 3 B1 2 1 B e a m b y o t h e r s 8 ' 0 " 1 B1 3 2 B e a m b y o t h e r s 4 ' 0 " 1 Ca 1 1 2 1 - 1 / 8 " x 1 4 " B C R I M B O A R D O S B 1 2 ' 0 " 1 Bk 1 1 1 4 " B C I ® 4 5 0 0 s - 1 . 8 2 ' 0 " 1 Pt 1 1 5 - 1 / 4 " x 5 - 1 / 4 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 2 ' 0 " 1 Pt 2 1 5 - 1 / 4 " x 7 " V E R S A - L A M ® 1 . 8 2 7 5 0 S P 1 2 ' 0 " 1 Pt 3 2 P o s t b y o t h e r s 8 ' 0 " 1 ST A I R W A Y PO R C H F R A M I N G BY O T H E R S BC I 4 5 0 0 s @ 1 9 . 2 " O C BC I 4 5 0 0 s @ 1 9 . 2 " O C BC I 6 0 0 0 s @ 1 9 . 2 " O C BC I 6 0 0 0 s @ 1 9 . 2 " O C ST A R T F R A M I N G H E R E JO I S T S @ 1 9 . 2 " O C ( U . N . O . ) GA R A G E 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 3 Pt 3 Pt 1 Pt 2 B5 B 6 B8 B 6 B4 B4 B1 0 B1 3 B1 2 B9 B1 B2 B3 B 7 B1 3 B1 1 C a 1 C a 1 C a 1 Ca 1 Ca 1 Ca 1 Ca 1 Bk 1 C a 1 J 1 H 2 H1 H1 J3 J4 J2 J2 J1 J4 H2 H3 H2 H3 20 ' 8 " 18 ' 4 " 39 ' 0 " 6 ' 0 " 3 6 ' 0 " 1 ' 7 3 / 1 6 " 1 ' 4 " 10 ' 0 " 1 6 ' 0 " 10 ' 0 " 4 ' 0 " 2 4 ' 0 " 2 ' 0 " 4 2 ' 0 " GARAGE4TH STALL OPT.AT THIS AREA STAIRWAY16' 0" 10' 0" 2' 0" 24' 0" 10' 0" 20' 8" Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s B1 2 1 - 3 / 4 " x 7 - 1 / 4 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 4 ' 0 " 2 B2 1 B e a m b y o t h e r s 4 ' 0 " 1 ST A I R W A Y SI N G L E TR I M M E R S B1 B 2 39 ' 0 " 3 6 ' 0 " 1 6 ' 0 " 10 ' 0 " Sheet: 2 of 4DWG: Upper Floor FramingFile: Plan #5465v2-A-GRBy: Anthony EstevezDate: 2-2-19Scale: 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.3-5-19 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 #5465v2-A-GR D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480 BA S E M O D E L UP P E R F L O O R F R A M I N G FOURTH STALL OPTION BE D W / B A T H O P T 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 O c t o b e r 1 7 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 5 . 0 5 0 S 1 1 S h e e t s : o f 1 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 1 0 - 1 7 - 1 8 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . D R H o r t o n 2 0 8 6 0 K e n b r i d g e C o u r t # 1 0 0 L a k e v i l l e , M N 5 5 0 4 4 5 4 6 6 - A - G R M o d e l M i n n e s o t a C o n s t r u c t i o n 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y  J C P U Q P I T Q W R O P  E Q O 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) (4-FT)(4-FT) (4-FT)(4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) BRACED WALL LINE BRACEDWALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E (7-FT)(7-FT) (7-FT)(7-FT) ( 6 - F T ) ( 6 - F T ) BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E (5-FT)(5-FT) ( 5 - F T ) B R A C E D W A L L L I N E BRACED WALL LINE 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 3 R D G A R A G E S T A L L O P T I O N U P P 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 3 S 1 R E F E R E N C E P L A N 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 P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S S I M P S O N S T H D 1 4 R J 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 6 / S 1 F O R A L T E R N A T I V E O P T I O N ) P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y O T H E R S H A T C H E D 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 S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " P E R F O R A T E D S H E A R W A L L R A I S E D A B O V E F L O O R S Y S T E M 5 S 1 F R A M I N G D E T A I L S I Z E & N U M B E R O F W A L L O P E N I N G S M A Y V A R Y S E E P L A N & E L E V A T I O N 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 A S S H O W N F O R B R A C E D W A L L P A N E L S B L O C K T H R O U G H F L O O R S Y S T E M A T S T R A P L O C A T I O N S A S R E Q ' D NOTEINFO A P P L I E S E Q U A L L Y T O B O T H S I D E S O F O P E N I N G . w/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSES 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 4 / S 1 O S B O S B C O N S T R U C T S H E A R W A L L A S S H O W N I N 5 / S 1 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 CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRAD E O R B E T T E R WALL STUDS (OVER 10'):SPF NO.2 GRAD E O R B E T T E R DIMENSIONAL LUMBER:SPF NO.2 GRAD E O R B E T T E R TREATED LUMBER:SYP NO.2 GRAD E O R B E T T E R LSL:134" WIDTH - 1.5 5 E O R B E T T E R LVL:134" WIDTH - 1.9 E O R B E T T E R HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT BRACED WALL LINE(5-FT)(5-FT) ( 5 - F T ) B R A C E D W A L L L I N E (5-FT) 4 T H G A R A G E S T A L L O P T I O N O S B (4-FT)(4-FT) BRACED WALL LINE 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 THE REQUIREME 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 THE REQUIREME 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 L O O K O U T F O U N D A T I O N S B R A C E D W A L L L I N E ( 7 - F T ) ( 6 . 5 - F T ) B R A C E D W A L L L I N E ( 7 - F T ) ( 6 - F T ) ( 7 - F T ) ( 7 - F T ) ( 6 - F T ) ( 7 - F T ) T H I S B R A C E D W A L L P A N E L M A Y B E R E M O V E D I F 7 - F T B R A C E D W A L L P A N E L I S A D D E D N E X T T O T H E S T A I R A S S H O W N 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 4 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 6 S 1 F R A M I N G D E T A I L 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R I N T O D O U B L E S T U D S F L O O R S Y S T E M C O N C R E T E F O U N D A T I O N B E L O W O P T I O N A L B E D R O O M ( 5 - F T ) ( 5 - F T ) ( 5 - F T ) B R A C E D W A L L L I N E 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 . 2 ' - 2 1 2 " ± 1 6 ' - 3 " ± NOT TO EXCEED 12'-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 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 ) 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 . 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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 . P A R T I A L 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 4 S A 1 R E F E R E N C E P L A N ( 3 - F T ) ( 3 - F T ) (4-FT) ( 4 - F T ) ( 1 0 - F T ) (6-FT) (6-FT) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) (6-FT)( 3 - F T ) ( 4 - F T ) ( 9 - F T ) ( 4 - F T ) ( 4 - F T ) ( 8 - F T ) B R A C E D W A L L L I N E B R A C E D W A L L L I N E BRACED WALL LINE 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 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 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 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 L O O K O U T F O U N D A T I O N S PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L ( 3 - F T ) ( 3 - F T ) (4-FT) BRACEDWALL LINE BRACEDWALL LINE BRACED WALL LINE PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLOPTIONAL BEDRO O M ( 2 . 5 - F T ) (5-FT)(7-FT) ( 3 - F T ) ( 3 - F T ) (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 P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L O P T I O N A L B E D R O O M ( 2 . 5 - F T ) ( 5 - F T ) ( 7 - F T ) 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 Cherry Hill East Plan ID 5465 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 Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.4/15/19 New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit Lakeville18871 Houston Way 170 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SB48080S17 Average U-Factor (excludes skylights and one door ) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Mi n e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Appliances Model R-value0.28 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 85 50%=88 100%=176 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 53,410 HEAT GAIN 19,532 COOLING LOAD 26,380 Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System DRH 5465 North HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday, November 16, 2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5465 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 5465 North Designed By:Michael Hoium Project Date:Thursday, November 16, 2017 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:858 CFM Per Square ft.:0.238 Square ft. of Room Area:3,603 Square ft. Per Ton:1,639 Volume (ft³):29,905 Building Loads Total Heating Required Including Ventilation Air:53,410 Btuh 53.410 MBH Total Sensible Gain:19,532 Btuh 74 % Total Latent Gain:6,848 Btuh 26 % Total Cooling Required Including Ventilation Air:26,380 Btuh 2.20 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, November 16, 2017, 2:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5465 North Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.20 1,639 3,603 19,532 6,848 26,380 53,410 626 858 858 System 1 2.20 1,639 3,603 19,532 6,848 26,380 53,410 626 858 858 10x16 Ventilation 1,093 4,397 5,490 5,942 Supply Duct Latent 241 241 Return Duct 125 109 235 680 Humidification 5,906 Zone 1 3,603 18,314 2,101 20,415 40,880 626 858 858 10x16 1-Basement 1,081 2,673 0 2,673 12,228 187 125 125 2--5 2-Main Floor 1,081 9,970 2,101 12,071 13,965 214 467 467 5--6 3-Second Floor 1,441 5,671 0 5,671 14,687 225 266 266 3--6 Thursday, November 16, 2017, 2:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5465 North Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 305 8,233 0 4,819 4,819 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 612 612 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 576 2,956 0 394 394 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2583.2 14,608 0 2,736 2,736 DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 8' floor depth 312 1,601 0 214 214 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 462 2,008 0 634 634 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1441.1 2,884 0 1,690 1,690 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 1081 2,539 0 0 0 P-32 R-32: Floor-Over open crawl space or garage, Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover 413.3 1,079 0 136 136 Subtotals for structure:37,880 0 11,235 11,235 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:0 0 0 Ductwork:3,681 351 831 1,181 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 4,397 1,093 5,490 Humidification (Winter) 16.11 gal/day :5,906 0 0 0 AED Excursion:0 0 878 878 Total Building Load Totals:53,410 6,848 19,532 26,380 Check Figures Total Building Supply CFM:858 CFM Per Square ft.:0.238 Square ft. of Room Area:3,603 Square ft. Per Ton:1,639 Volume (ft³):29,905 Building Loads Total Heating Required Including Ventilation Air:53,410 Btuh 53.410 MBH Total Sensible Gain:19,532 Btuh 74 % Total Latent Gain:6,848 Btuh 26 % Total Cooling Required Including Ventilation Air:26,380 Btuh 2.20 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, November 16, 2017, 2:17 PM 04 / 2 2 / 1 9 X KP