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HomeMy WebLinkAboutDRB17-0011_A310_1484846280.pdf i tiofz041 ,. ii rc• ivil ,. , ' 1t PROVI6, r_691 1. 2:00.0 S-r4 8/201 r..- :le �', MASTER ►•I� NI BEDROOM , ��, NOT VALID FOR lijslwts BUILDING PERMIT FIRST LEVEL 7.••••., '� — — — — �� EL. +9-6" (8165'-0") ' ' WITHOUT UNIT#2 . EXTERIOR ARCHITECTS WET �� ►�� – — — J STAMP ❑ • 4' STONE CLADDING • STONE PAVERS I- -40 .kl' 11%,' :1 n . ...yr -0. toll A EXTERIOR ❑ A : © KHWEBB n WOODEN SILL @ TOP OF ��, + ARCHITECTS PC - 4" FOUNDATION WALL . ...,:...,-,. .. ..,,_<........ . STONE CLADDING , / .10 _ O COPYRIGHT 2013 ' / ►�,� TYP. DEMISING WALL o; SLOPE ��': STEEL BEAM; / --.4--- J' REFER TO STRUCTURAL • GARAGE . /\/\/ 2 = b i // � // � \ \ °° BEDROOM I 4: GARAGE ,\ /\ /j D . GARAGE FLOOR WPM; GARAGE FLOOR WPM; BITUTHENE TO COVER \/\\ VEHICULAR-GRADE POLYURETHANE TRAFFIC VEHICULAR-GRADE POLYURETHANE TRAFFIC EDGE OF SLAB& COLD / /I EXISTING WOOD •_ _ CAOTING SYSTEM (VENTED METAL DECK BELOW) CAOTING SYSTEM (VENTED METAL DECK BELOW) JOINT BETWEEN BOTTOM\/\\/\\ FLOOR ON 14"JOISTSOF SLAB&TOP OF WALL&j� 471 1 v7 .0 5" CONCRETE SLAB ON5" CONCRETE SLAB ON CREATE MIN. 6' OVERLAP ° 2" METAL DECKING 2" METAL DECKINGLOWER LEVEL ° LOWER LEVEL LOWER LEVEL W/ NEW PREPRUFE ON\ - �' �����\�\�\�\\�\�\\�\� — — — �' EL. +0-0" (8155'-6") • o ° o —� EL. +0-0" (8155'-6") T — — — - EL. +0-0" (8155'-6")> /\\/ o , e SLOPE TO DRAIN p I SLOPE TO DRAIN ` INTERIOR SIDE OF WALL \ REMOVE & REPLACE SOIL& / ° —r —°, a P p° ° PAVEMENT TO\STAL\\X\\\\�I pL-n /i \/ I _a° ° �� ° \\/\\/\\/\\/J COMMON o T T T i \ / 9,1 MECHANICAL A ill \\ \\ \ � TOP OF STRUCTURAL WALL IS M - ° °° _ M7.50 — f — M U) > / //1,1 — _ \ \\ �'01, LIMITED BY STRUCT ATTACHMENT 111 / \/ ��' OF LOWER LEVEL FRAMING TO EXG 0� . FOUNDATION WALL o °� �, _ . 4 T.O. SLAB D ° U \ ►���" %*' +8153' S") CON INUE DRYWALL ABOVE I CONTINUE DRYWALL ABOVE /\ � TERMINATION BAR, SECURE ° D D %— DRO"PED CEILING TO PROVIDE UNIT I GARAGE ° D ° ��, DROPPED CEILING TO PROVIDE D /j"�1 @ 80.C. °� °° V � THE'MAL BARRIER OVER SPF p „e THERMAL BARRIER OVER SPF , G) Q g', 'C ' ' 7 '1.0- .1 i / 1 4 \ // P 7 ,,, % 10 I '410 1 /- ° -I V/ .,,, • V\ \ \ `�\ ,� // '4-- \<DROPPED GWB CEILING / / F. ,i.A \ \/ ° .411D DROPPED GWB CEILING DROPPED GWB CEILING L' o a /\ ,r P41, 12' MIN. HIGH-DENSITY(2.0 PCF) .V:-. Q \ ° p % �—'1 i�. N oo / . /� '�': CLOSED-CELL SPF IN CAVITY // ��►. Ig MIN. HIGH-DENSITY (2.0 PCF) I MIN. HIGH-DENSITY(2.0 PCF) , . / �� �� � CLOSED-CELL SPF IN CAVITY _ CLOSED-CELL SPF IN CAVITY �� -� ?-410.:0 AGAINST FDN WALL& MIN. 1" \ D � AGAINST FDN WALL& MIN.�" ° ° � o Q \\ ` ' �;: BEHIND STUDS (HOLD STUDS \\ \ ° �" z 4- k AGAINST FDN WALL& MIN.2" ti / iii' MIN. OFF CONCRETE _ / / �� BEHIND STUDS (HOLD STUDS g i-,;' BEHIND STUDS (HOLD STUDS �' \ ° �' MIN. OFF CONCRETE N ° ° !�: ;' MIN. OFF CONCRETE r ii 4 / p ( � i HYDRODUCT 220 M // ° ° ° 4%�A. - - i 41 �/\ \/ jl � PREPRUFE 160R / 'j \/ �, - ° 4* Lll \/ 5" CAST-IN-PLACE CONCRETE �/ I �� • iii,. .I' 4,- /,_...„4 =i01:. WALL; HORIZ&VERT. /01) °�� ii ° �✓ T.O. SLAB �i :i \� �,I %4REINFORCEMENT PER ENGINEER %� ���i. HOME THEATER:'. i% 8150' 6") IL> '�'I. 1 + ° �i EXISTING FOUNDATION DRAIN\ %� EXISTING FOUNDATION DRAIN ° i� O %�' - l� \� \� \ Uri.. TO REMAIN (WHERE EXISTS) ` %%s DE NEEF IN ECT() TO REMAIN (WHERE EXISTS) „�'I \\ \ \\ ° ��� J $, DE NEEP INJECT()TUBE & ° D �. // , ,� TUBE & FLEX LV GROUT; / .�. FLEX LV GROUT; / �i D iii \ \ ° 41, �l HAND-PLACE AND PACK \52 \ ° ° ° ,'�, HAND PLACE AND PACK- \\/ 4. J °'�7 _ U �\ � S TOP OF NEW WALL � p <": ° ° o/ �� ° � ' / — % rn EXISTING FOUNDATION DRAIN/ DETAIL WATERPROOFING /�•1. i. �o �i TO REMAIN (WHERE EXISTS) /\/ \.1 _ DE NEEP INJECT()TUBE & D tA \\� ° r ���; AROUND EACH REBAR PIN W/ i✓� \ \ j LIQUID MEMBRANE (SEE PRE-049) rn j /_ % �' HOME THEATER / \/ \ FLEX LV GROUT; — N ii; /y�� HAND-PLACE AND PACK � \ �'� REBAR DOWELS; EPDXY INTO GAME ROOM \ \ = ° %�> \ \E @TOP OF NEW WALL �/ Vii,j A �. V \ �i7 _� � V 01 EXISTING & NEW FOUNDATIO; SIZE \ / Do 4��A FOUNDATION WALL& /\/\ '� FOUNDATION WALL& V N To / %i & SPACING PER STRUCTURAL //� v� i�,� O bA (� �,,, .�, ,) FOOTING; CAST-IN-PLACE \ .� FOOTING; CAST-IN-PLACE C1 L.L.I '�� FOUNDATION WALL& FOOTING; �.� CONCRETE m j\\ \ - -- \ �� CONCRETE \ �= . _:4.2,1°, CAST-IN-PLACE CONCRETE OR HYDRODUCT 200 DRAINAGE MAT 6" , � HYDRODUCT 200 DRAINAGE MAT r °12"TO I6" STRIPS @ 4'-0" O.C.; / d i� FURRING WALL ' 2 iii FURRING WALL ON ' •— EXTEND DOWN INTO CONTINUOUS \ � SHOTCRETE (ONLY WHERE PREPRUFE 160R MEMBRANE PREPRUFE 160R MEMBRANE �� ��� tt(-w------���• ) \ °�,� A (REFER TO PLANS) \ \ 6 �i'� (REFER TO PLANS) — , l COVERED W/ PREPRUFE ��- OHYDRODUCT COIL 600 / 6" PREPRUFE BACKCOVER / ,r6" PREPRUFE BACKCOVER , 44 cau/ / CARPETING .:FURRING WALL � ��� 4.� J `�\ \ TEMPORARY ANCHOR \ r TEMPORARY ANCHOR \ CARPETING OTEMPORARY ANCHOR D REFER TO PLANS \\/AM, ✓ STEGO WRAP 15 MIL i� / �" CARPETING / / �t► (TAPE TO WALL; INSTALL // �® ��� A: �� '� STEGO WRAP 15 MIL TAPE TO C / ��0 a !/ '� PER MFQR REC.) \/ ‘ 011 WALL; INSTALL PER MFQR REC.) \ ° vi't STEGO WRAP 15 MIL (TAPE TO - p ° j ° ��A 0 -, . v l� V., WALL; INSTALL PER MFQR REC.) / '� CONCRETE SLAB PER ' CONCRETE SLAB PER \/ \ !ka CONCRETE SLAB PER / \ ? • �; STRUCTURAL \/ \ � STRUCTURAL J \\/\\ . �� STRUCTURAL 1 ° ° ° � A \\ \\ ° D 44 CLOSED CELL EXP. ()INT A-_s , BASEMENT LEVEL zFILLEORSEDE POLYURETHENEOI \ /= / � BASEMENT LEVEL Z" CLOSED CELL EXP.JOINT ./ / I ��• IA• I. ii BASEMENT LEVEL FILLER W/ POLYURETHENESEALANT ALONG TOP EDGE \/\\/\\ N D , EL. -13-2 (8142-10 ) \\/\\ - (/ ° EL. -13 2" (8142'-10") FILLER W/ POLYURETHENE \ \ (/ ° EL. -13-2" (8142'-10") SEALANT ALONG TOP EDGE 7° ° p SEALANT ALONG TOP EDGE \ \ \ a ADCOR ES WATERSTOP /\/\ IN ° -ale ° ADCOR ES WATERSTOP \ \ A'- D ° ADCOR ES WATERSTOP / / .1 ° � � � � � r LIP• � • *KO� �-� r � -- �_ v v � REVISIONS: \ • • • • •e •�! GRAVEL PER C-1) \ \ �•I•I •I•I•I� •I _' GRAVEL PER C I \ \\ \ • ••••_� ••��••••�•�•�4 GRAVEL PER C a a a a aa a a a a a a a a a a a a a a a a a o a HYDRODUCT COIL 600 • ( PROPERLY LAP PREPRUFE •r•�•�•�1�1�•�II •� ( ) PROPERLY LAP PREPRUFE •�•�•�•�•�•�•�•�•� •�•�•� ( ) \���I _ ..t PERF. PIPE (PER C I / r p �� o�, o.� PERF. PIPE (PER C I ���������������lo lite 44114114 PERF. PIPE (PER C I kov,...-.4,..._trilt-,� ) BETWEEN FOOTING &WALL ) BETWEEN FOOTING &WALL ) XXX 00.00.00 •//\ FILTER FABRIC (PER C I) n D , ° • • • FILTER FABRIC (PER C-1) \/ / v Dv • • • • FILTER FABRIC (PER C I)o HYDRODUCT COIL 600 ° - • ® HYDRODUCT COIL 600 D We •• • 90° TEE CONNECTOR FROM 4� 1 SLOPE �!.! 90° TEE CONNECTOR FROM /// I SLOPE o 14 1}11 .1 90° TEE CONNECTOR FROM 1 ° ['SLOPE D�• .• 1 of -� p • J —�° p HYDRODUCT COIL 600 TO 4"Q SCH. \ \ �4 HYDRODUCT COIL 600 TO 4"O SCH. \ \ ° �! HYDRODUCT COIL 600 TO 4"QS SCH. \ \ ° o ���i0 800 PVC PIPE (THRU FOOTING TO / \ = \\ '\ 800 PVC PIPE (THRU FOOTING TO \ PI 800 PVC PIPE (THRU FOOTING TO \ \\ \ \ �� �/ V V V V V / / / GRAVEL BELOW SLAB SEE C-1 FOR / V �„ V/ V V V V / / GRAVEL BELOW SLAB SEE C-I FOR �/ A<8,/\// �/ �/ �/ �/ �/ / /GRAVEL BELOW SLAB); SEE C-I FOR / �� // // // // )' / / _ // // // // // // / //\ )' / // // // // / //REC. LOCATIONS \ \ \ \ \ REC. LOCATIONS \ \ REC. LOCATIONS \ \/\ \/\\ \ �\ �\ �\\ �\ �\ �\ A\ ON HORIZONTAL, INSTALL 12"TO I6"WIDE / \/\ /\/\ /\ /\ �\/STRIPS OFHYDRODUCT2000VERTOPOF c\ /\ /\ /\/\/\ /\ /\ /\ /\/\/ FOOTING & EXTEND INTO GRAVEL PROJECT: xxxx DRAWN BY: MF WALL SECTION DETAIL 2 WALL SECTION DETAIL o DATE: 12.10.2016 3 (� ,� = ,� „ = ,� WALL SECTION DETAIL 0 I -0 I I -0 I I " = I '-o" 1_ WALL SECTIONS up z 0 0 cE 0 A3 1 0 b_