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HomeMy WebLinkAboutMeunier-02.02.2018 - Basement Sheet 2.0© COPYRIGHT 2017 BY MCGINNIS DESIGN GROUP. ALL RIGHTS RESERVED. NO PART OF THIS PUBLICATION MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING, OR BY ANY INFORMATION RETRIEVAL SYSTEM, WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER. ANY UNAUTHORIZED USERS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW INCLUDING ANY LEGAL FEES INCURRED BY THE COPYRIGHT OWNER. c I Lr r<; 32'-0" TOP OF GARAGE SLAB TO BE 7' 1-7/8" BELOW TOP OF HOUSE FINISHED FLOOR. THIS MEASUREMENT WILL PUT THE TOP OF PATIO SLAB 5' 1-7/8" BLEEP TOP OF PATIO SLAB. THIS MEASUREMENT IS CRITICAL FOR STAIRS TO APARTMENT AND GARAGE TO WORK. GARAGE CAN BE HIGHER, BUT C NOT LOWER FOR SITARS TO WORK. (CRITICAL) 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 13'-8" TOP OF PATIO TO BE 8" BELOW TOP OF OUR DOOR LIVING SLAB (CRITICAL) • TOP OF OUT DOOR LIVING SLAB TO BE 16" BELOW TOP OF HOUSE FINISHED FLOOR. (CRITICAL) -------------- I 7' 7-1/4" HDR. HGT. 11'-0 5/8" 44'-8" 3'-6" 3'-6" Al �,j1 7' 7_1/4 HDR. HGT_ 20'-5 7/8" B A 6 6 CANTILEVER ABOVE — — — — 9'-6 1 7'-0 1 /2" 2'-6" 3'-4" &fi i 0 l 6 k G=N r 9ii0N Subject to uumpdiianmewith alll regulatimna of State and Ilmeal Endleo Citp of Caimal 18'-3" 32'-0" 3'-9 1 43'-8" 3'-2" 1 3'-5 1/2" 9'-5 1/2" 7'-0„ _f — I I mm 13'-10" 63'-5 1 33'-2" 7'-0 1/2" 2'-6" ALL STRUCTURAL ASPECTS OF THESE PLANS TO BE VERIFIED BY BUILDER AND/OR GENERAL CONTRACTOR. MCGINNIS DESIGN GROUP DOES NOT WARRANT THE STRUCTURAL INTEGRITY OF PLANS. SQUARE FOOTAGE FIRST FLOOR = 1774 SF SECOND FLOOR = 1015 SF TOTAL = 2789 SF APARTMENT = 623 SF GARAGE SLAB = 755 SF BASEMENT SLAB = 1675 SF OUT DOOR LIVING SLAB 1 I\ SF PATIO SLAB = 318 00 o ------------------------------ —� ct 44 CZ r--� Ct F_ —-----------� ---------------� r 11'-2 3/4" ct ctct ---------------- 16'-4 3/4" 5 --- 5'-9 1 i ------- — �— � = '-3 1/2" I I I 1 1/4 1 1' 1 ' 1 � I I I I FLOOR JOIST J I C�16 0. C. I I I I I ---- I I 2x6 1 4 0 4 o I CSU I nn I WALL I 1 I I -----1 N ❑ I N THICKENED SLAB I I UNFINISHED I I 1 oO ON INT. o I I I 1 "' I CSU 1 I 1 1 1 2 I� ro BASEMENT FOOTER 1 UNEXCAVATED 1 I 1 2 6 ' I 4" CONC. SLAB OVER I 6 MIL VAPOR BARRIER I I I �, I IN I\ I I 1 9'-2 1/2 71 I 1 AVER GRANULAR FILL 1 ,� 9 BASEMENT WALL HEIGHT I 1 1 1'-51/2" CONCRETE I L I 1_ I I I 1 I N I 18-91/2 up N I I 14 I ol 2'-0" 16'-9 1/2" I I I I I I 1 UNEXCAVATEDJ L I I I I I I I 1 -------------------J N I 1 24 I I N I '��` CN CONRC. SLAB OVER I I N I I 6 MIL VAPOR BARRIER OVER GRANULAR FILL I I I I - o __ --------—----- J I F 15'-6 1/4°�-' FURN I -1 �i 1 2x6 WALL ON I 1 I 21-6 Lp 2 SLOPE FLOOR TO DOORS I I I I _ 1 I �-----------------------� I I WH ------------------- I I o r 14-6 I I INT. FOOTER 1 I BATH R I �� III 1 FLOOR JOIST I I i ii' 1 _ T)Ln UNFINISHED a ^ � o � 8'-5 1,/2" _ I I I I I I I C�16 O.C. 1 1 �' I ro BASEMENT r', ;�', U, I N I ❑ I N 1 1 I N 1 1 UNFINISHED 1 �\ ��' \��?� 1 NC. SLAB OVERM 1 1 1 U', 1 1 I I 1 ;� I i BASEMENT I I I 6 MILOVAPOR BARRIER OVER GRANULAR FILL I i N co 1 I 1 I 1 I I •� i i 1 `� 1 L \1066" 1 i 4" CONC. SLAB OVER 2x6 WALL ON V I I ii i _ I I I r �-_� —� I I 9' BASEMENT WALL HEIGHT CONCRETE 6 MIL VAPOR BARRIER INT. FOOTER 1j 1 1 1 I OVER GRANULAR FILLI 1 1 9' BASEMENT WALL HEIGHT I I �` T I I I I I I I I I jd3XNid,n 1 1 UNEXCAVATED LOCATION OF SERVICE DOOR 1 I 1 CONCRETE ��-,��J== _`- J' i ---r--- 1 + 1 I I 1 DOOR TO STEP INTO PLATFORM I I '� I I i1 DROPPED BEAM I 1 1 1 5P-6 I I I I too FOR STAIRS 1 I -1- _1/4__ I 1 LOCATE PLUMBING 1 1 1 1 -%`- --%�- (SIZED BY 1 1 ' 1 " 1 I 1 1 2x6 WALL ON 1 I 1 MANIFOLD IN FIELD SUPPLIER 1 �i-1-__--_ $- 91/4________ - ) 1 N I I INT. FOOTER 1 °° 1---------------------------------- —� 1 NO FLOOR JOISTS i _11 1 12'-0_1_4"1 Nl-=J----- / - 1 1 1 =CN UNFINISHED 1 1 1 IN DUCT SPACE JACK STUDS �1 "'1 `� 1 I 1 I CN BASEMENT 1 1 %------ ---- — — — — — — — — — — — — — — — — — — — — — — — — — — - — 7'-10 1/2" g'-7" ; of 13'-6 3/4'�i 1 I I a, 4" CONC. SLAB OVER 1 --- — — — — a, 1 1 1 I 6 MIL VAPOR BARRIER 1 T!-1 _ �' 1 1 r i i 0' l 1 1 I ' 1 1 "' OVER GRANULAR FILL 9 BA CONCREWE LL HEIGHT 1 `� 1 CV N I I 1 I 1 1 I 1 ,---- L----- - I U, I I 1 L_1 I I 1 1 1 FLOOR JOIST I 1 N 1 ----1 ❑ 1 co 1 —J �� -- —1-----4----- I I 16 O.C. 1 1 N C-4 !s 1111111411411111177'111111A 16 7 I I _ T) 71CD "' 00 _ I I I C) J UNEXCAVATED L------ I I �— I I L------------------) I o 1 1 1 1 1 ------------- —J 111111111111777777711111111111111117'7111111111111111111111111' 3'-4" &fi i 0 l 6 k G=N r 9ii0N Subject to uumpdiianmewith alll regulatimna of State and Ilmeal Endleo Citp of Caimal 18'-3" 32'-0" 3'-9 1 43'-8" 3'-2" 1 3'-5 1/2" 9'-5 1/2" 7'-0„ _f — I I mm 13'-10" 63'-5 1 33'-2" 7'-0 1/2" 2'-6" ALL STRUCTURAL ASPECTS OF THESE PLANS TO BE VERIFIED BY BUILDER AND/OR GENERAL CONTRACTOR. MCGINNIS DESIGN GROUP DOES NOT WARRANT THE STRUCTURAL INTEGRITY OF PLANS. SQUARE FOOTAGE FIRST FLOOR = 1774 SF SECOND FLOOR = 1015 SF TOTAL = 2789 SF APARTMENT = 623 SF GARAGE SLAB = 755 SF BASEMENT SLAB = 1675 SF OUT DOOR LIVING SLAB = 215 SF PATIO SLAB = 318 SF Designed For: Direct Scale: 1/4" = 1'-0" Date 07.05.17 File Name: meunier.dwg U 0 0C ON, ;:3 C -A o 4_j MMoo O 06 U '-C +.J c:> ct 44 CZ r--� Ct O 00 ct ctct 5 Designed For: Direct Scale: 1/4" = 1'-0" Date 07.05.17 File Name: meunier.dwg U r--� Ct Designed For: Direct Scale: 1/4" = 1'-0" Date 07.05.17 File Name: meunier.dwg