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HomeMy WebLinkAboutPLANS - 20-00517 - 916 Pine Brook Ln - Rasmussen New SFRTO MAIN R E F . D . W . W A S H D R Y L . W . C . L. L . L . W.C.W.C. K I T C . S I N K T/S T C.O.C.O. C . O . TO SEWER 4 " H O U S E T R A P A N D C . O . TO MAIN B I B 2 " V E N T 2" VENT1/2" H. W.1/2" C. W.3/8" C. W.4" WASTE/VENT3/8" C. W.SHWR 3 / 4 " H . W . 3 / 4 " C . W . 1 / 2 " C . W . 1 / 2 " H . W . 1 / 2 " C . W . 1 / 2 " H . W . 3 / 8 " C . W . 3 / 4 " M A I N 3 / 4 " G A S R N G . 1 / 2 " H . W . 1 / 2 " C . W . B I B W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 6 P L U M B I N G P L A N R A S M U S S E N H O M E P L A N FIRST FLOOR - PLUMBINGSCALE: 1/4" = 1'-0" S C A L E : 1 /4 " = 1 '-0 " D 1 7 U P D 1 9 D 1 9 D 1 9 D 1 8 D 1 8 D 1 8 D 1 8 D 1 8 2'-5 1/2"9'-8"6'10'-5"6'-5 1/2"18'-1"16'-11"34'-11 1/2"1 0 ' - 5 1 / 2 " 2 ' - 3 1 / 2 " 4 ' 1 1 ' - 6 1 / 2 " 1 0 ' - 9 " 1 7 ' - 1 0 " 6 2 ' - 4 " 2 3 ' - 4 " 7 ' - 1 1 / 2 " 6 2 ' - 4 " 1 8 ' - 6 1 / 2 " 1 3 ' - 2 1 / 2 " 2 4 ' - 3 1 / 2 " 6 ' - 3 1 / 2 " 34'-11 1/2" 9'-11 1/2"8'-1 1/2"16'-11" 2'-1"1'-8" 4'3'-3 1/2" 1 5 ' - 9 1 / 2 " 1 9 ' - 7 " 4 ' 3 ' - 4 1 / 2 " 7 ' - 1 " 3 ' - 9 1 / 2 " 8 ' - 2 " 1 0 ' 10' 2'-11 1/2" 7'-1" 3'-9 1/2"1 ' - 8 " 1 6 ' - 3 " 3 ' - 5 1 / 2 " 3'-8 1/2" 2' 5' 5' C C C C C B A S E M E N T S C A L E : 1 / 4 " = 1 ' - 0 " W I N D O W S C H E D U L E T A G 3 T Y  R  O  D E S C R I P T I O N 9 3 ' 2 - 1 / 2 " X 4 ' 2 - 1 / 2 " S T A N D A R D F I R S T F L O O R W I N D O W , S T Y L E & M A K E T B D 1 3 ' 2 - 1 / 2 " X 3 ' 2 - 1 / 2 " K I T C H E N W I N D O W A B O V E S I N K , S T Y L E & M A K E T B D 5 4 ' 2 - 1 / 2 " X 4 ' 2 - 1 / 2 " B A S E M E N T E G R E S S W I N D O W , S T Y L E & M A K E T B D C B A DOOR SCHEDULETAG3TYSI<ER ODESCRIPTIOND113' X 6' 8"3' 2-1/2" X 6' 10-1/2"FRONT ENTRY, EXTERIOR, MAKE & STYLE TBDD213' X 6' 8"3' 2-1/2" X 6' 10-1/2"GARAGE TO MUD ROOM, EXTERIOR, MAKE & STYLE TBDD313' X 6' 8"3' 2-1/2" X 6' 10-1/2"GARAGE SIDE, EXTERIOR, MAKE & STYLE TBDD416' X 6' 8"6' 2-1/2" X 6' 10-1/2"KITCHEN BUMPOUT - DOUBLE OPENING, EXTERIOR, MAKE & STYLE TBDD516' X 6' 8"6' 2-1/2" X 6' 10-1/2"MASTER BEDROOM - DOUBLE OPENING, EXTERIOR, MAKE & STYLE TBDD616' X 6' 8"6' 2-1/2" X 6' 10-1/2"GARAGE - DOUBLE OPENING, EXTERIOR, MAKE & STYLE TBDD713' X 6' 8"3' 2-1/2" X 6' 10-1/2"MASTER BEDROOM, INTERIOR, MAKE & STYLE TBDD813' X 6' 8"3' 2-1/2" X 6' 10-1/2"MASTER BATH, INTERIOR, MAKE & STYLE TBDD932' 8" X 6' 8"2' 10-1/2" X 6' 10-1/2"STANDARD, INTERIOR, MAKE & STYLE TBDD1013' X 6' 8"3' 2-1/2" X 6' 10-1/2"MUD ROOM TO KITCHEN, INTERIOR, MAKE & STYLE TBDD1112' 8" X 6' 8"2' 10-1/2" X 6' 10-1/2"PANTRY, INTERIOR, MAKE & STYLE TBDD1246' X 6' 8"6' 2-1/2" X 6' 10-1/2"STANDARD CLOSET BI-FOLD, INTERIOR, MAKE & STYLE TBDD1312' 8" X 6' 8"2' 10-1/2" X 6' 10-1/2"MUD ROOM HALF BATH, INTERIOR, MAKE & STYLE TBDD1412' X 6' 8"2' 2-1/2" X 6' 10-1/2"MUD ROOM CLOSET, INTERIOR, MAKE & STYLE TBDD15116' X 8'16' 2-1/2" X 8' 1-1/2"GARAGE DOOR - DOUBLE, EXTERIOR, MAKE & STYLE TBDD16112' X 8'12' 2-1/2" X 1-1/2"GARAGE DOOR - SINGLE, EXTERIOR, MAKE & STYLE TBDD1713' X 6' 8"3' 2-1/2" X 6' 10-1/2"BOTTOM OF STAIRS, INTERIOR, MAKE & STYLE TBDD1852' 8" X 6' 8"2' 10-1/2" X 6' 10-1/2"STANDARD BASEMENT, INTERIOR, MAKE & STYLE TBDD1936' X 6' 8"6' 2-1/2" X 6' 10-1/2"STANDARD BASEMENT CLOSET BI-FOLD, INTERIOR, MAKE & STYLE TBD W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 1 1 E L E C T R I C A L P L A N R A S M U S S E N H O M E P L A N S C A L E : 1 /4 " = 1 '-0 " B A S E M E N T - E L E C T R I C A L S C A L E : 1 / 4 " = 1 ' - 0 " FLOW FLOW F L O W 1 8 X 8 18 X 8 16 X 8 6 X 1 2 C E I L I N G R E G I S T E R T Y P . 8 " R O U N D D U C T T Y P . CONDITIONED SPACE:FIRST FLOOR:2060.4 S Q . F T . BASEMENT: 1890.3 S Q . F T . TOTAL: 3950.7 S Q . F T . W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 9 H V A C P L A N R A S M U S S E N H O M E P L A N S C A L E : 1 /4 " = 1 '-0 " BASEMENT - HVACSCALE: 1/4" = 1'-0" F U R . W . H . TO MAIN C . O . TO SEWER 4 " H O U S E T R A P A N D C . O . 3 / 8 " C . W . 2 " V E N T 1 / 2 " C . W . 3 / 4 " C . W . M A I N 4 " H O U S E M A I N 1 / 2 " H . W . 1 / 2 " C . W . TO MAIN 3 / 4 " G A S M A I N W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 7 P L U M B I N G P L A N R A S M U S S E N H O M E P L A N BASEMENT - P L U M B I N G SCALE: 1/4" = 1'-0" S C A L E : 1 /4 " = 1 '-0 " 4 " R E I N F O R C E D C O N C . S L A B 4 " M I N . G R A V E L O R C R U S H E D R O C K B A C K F I L L U N E X C A V A T E D E X P A N S I O N J O I N T R E B A R R E I N F O R C E M E N T P E R C O D E 4" CONC. SLABVAPOR BARRIERTYP.4" MIN. CRUSHEDROCK/GRAVEL BASE SILL SEALER 2" R.F. INS. F I R E B L O C K I N G P E R C O D E JOIST HANGER 2 X 12 P.T. LEDGERSTAGGERED 5.5"LAG BOLTSPRESSURE TREATED SILL DAMPPROOFINGTYP.FINISHEDGRADE8" MIN.TOPSOILBACKFILLCOURSE GRAVEL4" DRAIN TILE 2X6 P.T. SILL PLATESILL SEALERANCHOR BOLTS@ 6' OC9'-3 1/2"CAVITY INS.R.F. INS. WITHALL EDGES CAULKEDFILTER FABRIC 6" MIN.SHEATHINGAIR BARRIER CAVITYINSULATIONVAPOR RETARDER WALL FINISHCAVITY INS. C O U R S E G R A V E L C A V I T Y I N S . 4 " D R A I N T I L E A N C H O R B O L T S @ 6 ' O C 2 X 6 P . T . S I L L P L A T E S I L L S E A L E R A I R B A R R I E R S H E A T H I N G C A V I T Y I N S . C A V I T Y I N S U L A T I O N V A P O R R E T A R D E R R . F . I N S . W I T H A L L E D G E S C A U L K E D W A L L F I N I S H 44" MAX 4'-2.5" R.O. R . F . I N S . E G R E S S W I N D O W W E L L G R A D E B A C K F I L L 4" MIN. G R A V E L B A S E P O R O U S F I L L 4 " D R A I N T I L E T O F O U N D . D R A I N F I L T E R F A B R I C 4'FOUND. WEEP SCREED METAL LATH 2 LAYERS WATERRESISTANT BARRIEREXTENDING MIN. 6"ABOVE TOP OF STONE SHEATHING TYP.STONE VENEER4" MIN.ABOVEGRADE TOP OF WALLFLASHING EXTENDINGOVER FACE OF STONE BEDDING SEAL J-MOLD FLASHING LAPPEDOVER T.O. WALL FALSHING SIDING TYP.DAMPPROOFINGTYP. T O P S O I L BACKFILL C O U R S E G R A V E L 4 " D R A I N T I L E 2X6 P.T. SILL PLATESILL SEALERANCHOR BOLTS@ 6' OC F I L T E R F A B R I C S H E A T H I N G F I N I S H E D G R A D E FINISHED FLOOR 3' MIN. 4" REINFORCED CONC. SLAB4" MIN. GRAVELOR CRUSHED ROCK S I D I N G T Y P . 1 " R I G I D F O A M I N S U L A T I O N 1 " R I G I D F O A M I N S . 1 / 2 " M I N . D R I P W / F L A S H I N G S O F F I T C L O S U R E B A T T I N S . C O N T I N U O U S B E A D S E A L A N T B L O C K I N G 6'-8" 33° 7" 1 0 1 / 2 " 1 4 ' - 1 0 1 / 2 " 10'-1 1/2" 1 2 ' - 2 1 / 2 " 3' R U N RISE 3'-6" T O T A L R U N O P E N I N G MIN. HANDRAIL / HALF-WALL HEIGHT HEADROOM HEIGHT HANDRAIL HEIGHT W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 4 B U I L D I N G D E T A I L S R A S M U S S E N H O M E P L A N S E C T I O N C - C = T Y P . W I N D O W S C A L E : 1 / 2 " = 1 ' - 0 " SECTION A-A = TYPICALSCALE: 1/2" = 1'-0"SECTION B - B = H O M E / G A R A G E SCALE: 1/2" = 1'-0" N O T E : C O N T R A C T O R T O V E R I F Y L O C A T I O N O F A L L E X I S T I N G U T I L I T I E S F I N A L G R A D E T O S L O P E A W A Y F R O M W A L L A M I N I M U M O F 6 " I N 1 0 ' P R O V I D E P O S I T I V E D R A I N A G E A W A Y F R O M B U I L D I N G F I N A L G R A D E T O C O N V E Y S U R F A C E D R A I N A G E T O W A R D R O C K C H A N N E L S A N D D I S P E R S I O N T R E N C H E S SECTION D-D = STONE DETAILSCALE: 3/4" = 1'-0"SECTIO N E - E = G A R A G E E X T . SCALE: 1/2" = 1 ' - 0 " S C A L E : V A R I E S D E T A I L - C A N T I L E V E R T Y P . S C A L E : 1 " = 1 ' - 0 " D E T A I L - S T A I R S S C A L E : 1 / 2 " = 1 ' - 0 " W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 1 0 E L E C T R I C A L P L A N R A S M U S S E N H O M E P L A N S C A L E : 1 /4 " = 1 '-0 " FIRST FLOOR - E L E C R I C A L SCALE: 1/4" = 1'-0" 3'-9 1/2" 10'-5" 8'-7 1/2"1'-10"6'-8" HEADER HEIGHTFINISHED FLOOR T.O. FOOTING TO T.O. GARAGE FOUNDATION GRADE G A R A G E H E A D E R H E I G H T 6'-8" 8' GARAGE DOOR TO GRADE 8'-1 1/2" T. O. WALL 11'-4 1/2"STONE VENEER S H A K E S I D I N G R O O F I N G T B D S I D I N G T Y P . C O N T R A C T O R T O D E T E R M I N E S I Z E / N U M B E R O F A T T I C V E N T S W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 1 2 E X T E R I O R E L E V A T I O N S R A S M U S S E N H O M E P L A N S C A L E : V A R I E S EXTERIOR ELEVATION - FRONTSCALE: 1/4" = 1'-0"EXTERIOR ELEVATION - RIGHTSCALE: 1/8" = 1'-0" E X T E R I O R E L E V A T I O N - R E A R S C A L E : 1 / 8 " = 1 ' - 0 " E X T E R I O R E L E V A T I O N - L E F T S C A L E : 1 / 8 " = 1 ' - 0 " D . W . R N G . R E F . AA A A A A A A A A A B 8 0 ' 15'-1"8'-6" 1 6 ' - 5 1 / 2 " 1 2 ' 1 1 ' - 9 1 / 2 " 1 6 ' - 3 " 7'-6 1/2"7'-6 1/2" 4 ' - 7 " 4 ' 4 ' 6 ' 6 ' 7 ' - 0 1 / 2 " 4 ' - 8 1 / 2 " 8 ' 8 ' - 3 " 54' 27'-4"8'-10 1/2"10'7'-10" 8 0 ' 8 ' - 4 " 1 8 ' - 6 1 / 2 " 1 3 ' - 1 1 / 2 " 4 0 ' 1 6 ' - 4 1 / 2 " 11'-4"12'-4" 4 ' - 4 1 / 2 " 4 ' 5 ' - 1 0 1 / 2 " 2 ' - 2 " 5'-8 " 5'-8"6'6'-4"56'17'-7"5'-4 1/2"15'-6"2'-8"10'-2"4'-9" 3 ' - 6 " 2 ' 9 ' - 3 1 / 2 " 7 ' - 8 1 / 2 " 8'-10 1/2"17'-4 1/2" 6 ' - 1 " 1 1 ' - 7 " 5 ' - 1 0 1 / 2 " 1 ' - 6 " 2' 14' TO OPENING 2'2'2'-6" 11'-1"4'15'-2" 3 ' - 1 0 1 / 2 " 3'-9 1/2"5'- 3 " 2'-3 1/2"2'-11 1/2" 45°4'4'1'-8"10'1'-2"MECH.9'-10"10'-11 1/2"2'-6 1/2"4'-7 1/2"12'-7"3'-3"3'-10"4'-1 1/2"4'-4"1'-11 1/2"2'5'9'-7"4'-3 1/2"3'-2 1/2"7'-2 1/2"2'-11 1/2"2' 2'17'-2 1/2" 1 2 ' - 2 1 / 2 " D 1 3'-8" 3 ' - 3 1 / 2 " D 3 D 2 D9 D5 D 4 D 6 D7 D8D9D9 D 1 3 D 1 0 D 1 1 D12D12 D12 D12 D 1 4 17'-7" D O W N 26'-10 1/2" 45° D 1 5 D 1 6 W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 2 F I R S T F L O O R P L A N R A S M U S S E N H O M E P L A N FIRST FLOORSCALE: 1/4" = 1'-0" S C A L E : 1 /4 " = 1 '-0 " WINDOWBLOCK OUTWINDOWBLOCK OUTWINDOWBLOCK OUT W I N D O W B L O C K O U T G A R A G E D O O R B L O C K O U T G A R A G E D O O R B L O C K O U T U N E X C A V A T E D - 4 " M I N . R E I N F O R C E D S L A B O V E R 4 " M I N . C R U S H E D R O C K / G R A V E L B A S E D O O R B L O C K O U T D O O R B L O C K O U T 8 0 ' 8 0 ' 40' 4 0 ' 5 ' 1 6 ' - 2 1 / 2 " 4 ' - 4 " 1 2 ' - 2 1 / 2 " 2 ' - 3 " 15'-5 1/2"4'-2 1/2" 2 0 ' - 4 " FOOTING FOR L O A D B E A R I N G W A L L B E A M P O C K E T 4 . 5 " X 4 . 5 " 17'-7"36'-7 1/2"10'-10"4'-2 1/2"12'-2 1/2"4'-2 1/2"5'-2 1/2"16'-9"17'-11" 2 3 ' - 4 " 26' 26'-10 1/2" 6 3 ' - 4 " 1 6 ' - 8 " 5 ' - 3 " 6 ' - 2 1 / 2 " 5 ' - 3 " B B D D 25'-1"3'-2 1/2"25'-11 1/2" 4 ' - 4 " 4 ' - 2 1 / 2 " W I N D O W B L O C K O U T DOORBLOCK OUT 2 0 ' - 1 " 4 ' - 2 1 / 2 " 9 ' 4'-2 1/2"17'-3 1/2" 54'-2 1/2" 54'-2 1/2" A A C C E E W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 1 F O U N D A T I O N P L A N R A S M U S S E N H O M E P L A N FOUNDA T I O N SCALE: 1/4" = 1 ' - 0 " S C A L E : 1 /4 " = 1 '-0 " FLOW FLOW F L O W 1 8 X 8 18 X 8 16 X 8 6 X 1 2 F L O O R R E G I S T E R T Y P . 8 " R O U N D D U C T T Y P . T CONDITIONED SPACE:FIRST FLOOR:2060.4 SQ. FT.BASEMENT: 1890.3 SQ. FT.TOTAL: 3950.7 SQ. FT. W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 8 H V A C P L A N R A S M U S S E N H O M E P L A N S C A L E : 1 /4 " = 1 '-0 " FIRST FLOOR - HVACSCALE: 1/4" = 1'-0" 83' 59' 59'83'43'8'-8 1/2"8'17'6'-4"25'12'41'-5"6'-6" 2'39'-5"17'-7" 28'15'21'-11"18'-1"17'-7"DD EEFFAVAULTVAULTVAULTVAULTVAULT PEAK 8'-0"9'-0"TRAY CEILINGSTD. CEILING HEIGHTSTD. CEILING HEIGHT SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E V A U L T P E A K RAISED HEEL TYP. 1 2 6 1 2 6 12" 3 5 ' - 1 " 1 2 6 1 2 5 W A L L B E Y O N D D I N I N G B U M P O U T 1 2 6 C E I L I N G F I N I S H I N S . T O C O D E C A V I T Y I N S . 1' R A I S E D H E E L T Y P . R O O F S H E A T H I N G F L A S H I N G T Y P . F A S C I A V E N T E D S O F F I T R O O F I N G T B D V E N T I N G A S R E Q ' D M A N U F A C T U R E D R O O F T R U S S E S T Y P . F R I E Z E B O A R D S I D I N G T Y P . 1' 1 ' 1 0 ' - 7 " 2 ' 2 ' C L O S E T 1 2 6 1 2 5 W O R K D E S I G N S NOTE: WHILE EVERY ATTEMP HAS BEEN MADE TO COMPLY WITH CURRENT CODES AND STANDARDS, CONTRACTOR SHALL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 5 R O O F P L A N R A S M U S S E N H O M E P L A N ROOFSCALE: 1/8" = 1'-0"CEILINGSCALE: 1/8" = 1'-0" R O O F S L O P E S C A L E : 1 / 8 " = 1 ' - 0 " S E C T I O N D - D S C A L E : 1 / 4 " = 1 ' - 0 " F R O N T S C A L E : 1 / 1 6 " = 1 ' - 0 " L E F T S C A L E : 1 / 1 6 " = 1 ' - 0 " B A C K S C A L E : 1 / 1 6 " = 1 ' - 0 " R I G H T S C A L E : 1 / 1 6 " = 1 ' - 0 " S E C T I O N F - F S C A L E : 1 / 4 " = 1 ' - 0 " D E T A I L A - T Y P . E A V E S C A L E : 1 / 4 " = 1 ' - 0 " S E C T I O N E - E S C A L E : 1 / 4 " = 1 ' - 0 " NOTE:CONTRACTOR TO DETERMINELOCATION, TYPE, AND AMOUNTOF ATTIC VENTILATION REQ'D S C A L E : V A R I E S