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HomeMy WebLinkAboutDRB17-0011_A501_1484846280.pdf Wel OF gr, rTr ,.„ , .. ... iiiv E ,cil a. ci, cbigolto • •• I— H 1 PROVir r_6 kveii. ". 8/20 UNIT#1 UNIT#2 UNIT#2 b AR ELEVATOR PIT INTERIOR INTERIOR 2 UNIT T.O. SLAB T.O. SLAB ELEVATORR PIT +8153.5T.O. SLA' B NOT VALID FOR BUILDING PERMIT IV +8150.0' " +8153.5' A-310 T.O. SLAB 8'-2" 17'-48" "1 +8152.5' I2'-38" 81 6" WITHOUT SES DETAIL 1 1310 / SEE DETAIL 21310 / SEE DETAIL 21310 SIM. / SEE DETAIL 21310 SIM. ARCHITECT'S WET STAMP SEE PREPRUFE DETAILS FOR PIPE PENETRATION PRE-034 (TYP) 1 ° ° ' �1 ''° NEW PREPRUFE 16OR WPM BEHIND �° ° ° ° ° °I ° NEW FOUNDATION WALL BELOW 1 1 . . 1 1 1 EXISTING FOOTING _ © KHWEBB 11 ° ° ° ° ° \ ARCHITECTS PC COPYRIGHT 2013 1 ° 1 LI LYJ 2 UNIT#2 ` ' GARAGE II pe O 1 -N N M - ;fit - - J T.O.SLAB I o. i- IV +8153.0' 1 _J o Q UNIT#1 Q 4"SCH. 80 PVC PIPE FROM w GARAGE W HYDRODUCT COIL 600 TO GRAVEL "'LU T.O. SLAB (SEE IIA 130),TYP. T.O.WALL +8150.5' c'-') , a II r _- -- +8157.0' T.O.SLAB �� �_,___ 5-5„ +8142.33' 21310 SIM. / \ • 1 A-310 T.O. SLAB ° ::1--,'X' PREPRUFE I60R TO EXTEND THRU +8140.83' Q FOUNDATION WALL BELOW N FOOTING AND WRAP/ LAP NEW n, rn' o CD M k. z PREPRUFE I60R THAT EXTENDS FULL J cr) K ° HEIGHT ON FOUNDATION WALL o° UNIT#2 NEW PREPRUFE 160 WALL TO EXTEND FULL GARAGE HEIGHT OF FOUNDATION WALL (NEW& N 1 511 0 \ a EXISTING) INSIDE OF WALL&TO BE COVERED W/ 2 68 0 5 CONCRETE WALL OVER PREPRUFE SEE DETAIL 21310 SIM. Q N M �O % ° T.O.WALL NEW 5 THICK CORE WALL& FURRING WALL _ - PREPRUFE 160R TO EXTEND THRU ,_ a +8155.5' 4" FURRING WALL II-0" FOUNDATION WALL BELOW 1 , = o .MIN. EXTERIOR _� a J FOOTING AND WRAP I LAP NEW W0. LU ° ° , ° ° ° ° 1 PREPRUFE I60R THAT EXTENDS FULL LULU ' ' ° ' 8° HEIGHT ON FOUNDATION WALL k. o °° v+ O o z EXTEND PREPRUFE 7> 0 o 1 \K THRU WALL(12" MIN) V° �� o W 28'-92' 6'-3811 \> 7_,-, W o ` NEW FOUNDATION WALL zc W o SEE DETAIL 2/311 SEE DETAIL 2131 I SIM. EXTERIOR 2 A-311 I _ THE EXISTING WATERPROOFING ON THE EXISTING WALL IS A-311 Q L J\ c!'FF�V• p�� PREPRUFE 160R ON OUTSIDE OF 'i INLI NOT KNOWN. ITIS NOT KNOWN WHETHER WATER LEAKING c. 1 o 1- �i THROUGH THE EXISTING WALL OCCURS.WHERE EXISTING NEW FOUNDATION WALL p U LU 10 WALL IS ADJACENT TO NEW FINISHED BASEMENT, LEAKAGE "' \ �. EXTEND PREPRUFE < ct L THROUGH EXISTING WALL CAN CAUSE DAMAGE. RECOMMEND :..z? THRU WALL(12" MIN) \\ O EXISTING WALL BE EXAMINED,WATER TESTED,AND REPAIRED ' J r„) 110 0 APPROPRIATELY IF NECESSARY;TYPICAL WHERE OCCURS . WALL TO BE CONTINUOUS 4., . U Et LOCATION OF NEW PREPRUFE I60R WATERPROOFING \ a ° o N MEMBRANE FOR NEW FOUNDATION °° o o V) cd nn M - ' 1 r L �'T Q EXTERIOR 0 0:1 go 7VV EXTERIOR M QI 4 ''Cl co ,; O •c� J > O LU Lu \ rn \ I . / , NIM1 /\�\ \ \\ i / \ Q \, c; XXX REVISIONS: titi n, y , * 11* PXXX 00.00.00 e NEW PREPRUFE 160 WALL TO �o / 8'-4" / EXTEND FULL HEIGHT OF 9� ���'/p = b� SEE DETAIL 31310 �. '� FOUNDATION WALL(NEW& ��Q' EXTERIOR EXISTING) INSIDE OF WALL&TO BE S�•6 COVERED W/ NEW 5"THICK 3 CONCRETE WALL& FURRING WALL A-310 PROJECT: xxxx z DRAWN BY: MF o DATE: 12.10.2016 1— u FOUNDATION LE N cn z WATERPROOFING 0 0 A5010 0