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HomeMy WebLinkAboutMeunier-02.02.2018 - Basement Sheet 2.1© 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. 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 NOT LOWER FOR SITARS TO WORK. (CRITICAL) F—I----------------------------------- 13 1 -8" ---------------------------------- 13'-8" C TOP OF PATIO TO BE 7 8" BELOW TOP OF OUR DOOR LIVING SLAB (CRITICAL) -------r—j-----l--r—j ---- • TOP OF OUT DOOR LIVING SLAB TO BE 16" BELOW TOP OF HOUSE FINISHED FLOOR. (CRITICAL) --------------------r- 11'-0 5/8" 44'-8" 3'-6" 3'-6" ---- 7'7-1/4Q'HDR.HGT.---------- 1 7'7_1/4 DR ___--- 0 - 20'-5 7/8" B 6 CANTILEVER - ABOVE ABOVE — — — — 1 7'-0 1/2" 2'-6„ 3'-4" Subjeulto uumpdiianmewith alll regulatimna of State and lmeal Endes Citp at Caimal 18'-3" 32'-0" 3'-9 1 43'-8" 3'-2" 3'-5 1/2" 9'-5 1/2" r L - 7'-0„ J'—�J mm 13'-10" 0� 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 FINISHED BASEMENT = 996 SF OUT DOOR LIVING SLAB = 215 SF PATIO SLAB 1 i SF 4_ �'zT Lo ctCZt t Ct � bUA 08 ct ct C5 16'-4 3/4 -3 1/2" 5 9 1 10 -10 1 /4 1 4" I I 19 1 1'10 i6F BASEMENT WALL HEIGHT FLOOR JOIST___@1s O.C. n I I I ----- 2x6 WALL ONCI 4 0 4 0 SUM INT. FOOTER iNTHICKENED SLAB i\ o I 1 \ Lo SUM I z I I �, UNEXCAVATED I I I� 1 2 , 6 I ;1, N I i9-21/2 1 'I 1'-5 1/2" I I 1 I L 1 r 1al 1 CN_ 18'-9 1/2" I I I J UP ICo � 2'-0" 16'-9 1 /2" I N I I r-- _ I I I I I °° L__________________J UNEXCAVATEDJ 2 -CAR GARAGE I 1 I i I I I CN N 4" CONC. SLAB OVER I I 1 N N 1 _ \� ���_ I I w I71F-------- I v,—-------GFI 15-6 1/4�- FURN 6 MIL VAPOR BARRIER OVER GRANULAR FILL I I I I I _ o 14'-0 1/2" I J w� i 1 2x6 WALL ON I 1 1 2I 6 2' SLOPE FLOOR TO DOORS I I I -� oN I ^ I I INT. FOOTER 1 W H I I o NFINISHED 1I I I FLOOR JOIST W I 1 -BASEMENT = 25 -1 3/ „ �m _ o I I I I I I_❑ ASEMENT 16 O.C. 3r BASEMENT UNDERSLAB 1 I I ❑ I C) o w �'�' 1 I I PLUMBING ONLY I I 4 ONC. SLAB OVER i o _-_ 1 1 �' N _ 1 6 MI VAPOR BARRIER ;� I I M LOCATE PLUMBING I I QVE GRANULAR FILL xMANIFOLD IN FIELD I I I N 1 I I J N I 19 BASEMENT WALL HEIGHT I 1 9$;;;-N/4" I I CONCRETE 2x6 WALL ON 10 I 6x6 POST ON �� 4 CONC. SLAB OVER C.I I INT. FOOTER a 1 1 36"x36" INT. FOOTER JdMidrn 6 MIL VAPOR BARRIER I 4'- 1/4" N I 1 = I— 1 OVER GRANULAR ILL 9 BASEMENT WALL HEIGHT 1 UNEXCAVATED I I LOCATION OF SERVICE DOOR i T 1 1 CONCRETE 1 1 DOOR TO STEP INTO PLATFORM DOOR I I N DROPPED BEAM \ I I Co TAIRS FOR STAIRS— 1 I I I1/4"I I (SIZED BY 7-10 1 1 I I I 1 — — — — — — — J N I I 1 SUPPLIER) \ o - UNFINISHED BASEMENT I I I I I CO - 1---------------------------------- —� 1 T ;� I I� UNFINISHED 1 1 z JACK STUDS Co I I I I STORAGE 1 1 777/07/r1 ----— — — — — — — — — — — — — — — — — — — — — — — — — — — — CN 7-101/2 8- i 1 I 1 --- — — — — CN _ 13/4"I - 13'-6 I I I7 1 1 1 I -------- - I L_I N I I 1 in — — — — NO FLOOR JOISTS _j IN DUCT SPACE — — J — — — — — — — — — —16 1 1 FLOOR JOIST 1 ----P4 1L-------- VF_8 O.C. N-' 8" 1 I I-------------� 0 16'-21/2" 4" CONC.SLABOVER 1 1 14'-6 1/2" 1 — — — —J 8'_4" `i' I _ I _ AVER GRANULAR FILL 1 1 1 \ �, - \ 0 0 0 UNEXCAVATED 1 9 BASEMENT WALL HEIGHT I I o I L----------------- 1� 111111111111111111111111111111111111777777711111111111117771 3'-4" Subjeulto uumpdiianmewith alll regulatimna of State and lmeal Endes Citp at Caimal 18'-3" 32'-0" 3'-9 1 43'-8" 3'-2" 3'-5 1/2" 9'-5 1/2" r L - 7'-0„ J'—�J mm 13'-10" 0� 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 FINISHED BASEMENT = 996 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 2.1 U 0 � �� ---� O'� ;:3 � OMMOO U`pin0 4_ �'zT bA ctCZt t Ct � bUA 08 ct ct C5 Designed For: Direct Scale: 1/4" = 1'-0" Date 07.05.17 File Name: meunier.dwg 2.1 U r--1 Ct 4� Designed For: Direct Scale: 1/4" = 1'-0" Date 07.05.17 File Name: meunier.dwg 2.1