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<br /> NOTES: 1. PIPE -ANY PENETRATION THROUGH OR EMBEDDED 6. WRAPPED PIPES SHALL HAVE 1/2 CLEAR FROM
<br /> Architecture
<br /> IN FOUNDATION STRUCTURE. WRAPPING TO REINF.SLEEVED PIPES SHALL HAVE R T .
<br /> 2. "PIPE"EMBEDDED W CONC TO BE PROVIDED W/ 1'/2" MINIMUM CLEAR TO REINF.WRAP W/ '/g"FOAM L 1 & nsultin
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<br /> FLEXIBLE COUPLINGS AT ENTRYiEXIT POINTS. SHEET, (8)LAYERS MINIMUM. CONCRETE COVER TO
<br /> 3. SLEEVES SHALL BE PVC, ID TO BE 2"LARGER BE 1"MINIMUM.
<br /> THAN PIPE OD 7. CLEARANCE BETWEEN "PIPES"TO BE 3" MIN TYP.
<br /> 4. NO"PIPE"TO RUN PARALLEL IN FOOTINGS, STEM 8. NOTIFY ENGINEER FOR REPAIRS IF(E)REINF
<br /> OR CURB. STEEL IS DAMAGED IN CONC REMOVAL. THICKEN AT"PIPE"AS REQD 2130 FOURTH ST
<br /> 5. PVC CONDUIT("PIPE")EMBEDDED IN CURB/STEM 9. ALL PIPES THOUGH FOOTINGS TO BE TO PROVIDE CLEARANCE TO
<br /> MAY BE WIRE TIED TO HORIZ REINF. WRAPPED OR SLEEVED REINF&CONC COVER TO SAN RAFAEL, CA 94901
<br /> °PIPE��PRovi�E�HORiz PHONE (415) 457-6035
<br /> AT��PIPE° FAX (415) 457-6036 �
<br /> VERT"PIPE"(WRAPPED) I '� 12�� #3 x 18"DOWEL AT 2x
<br /> NO"PIPES"PARALLEL TO SLAB REBAR SPCG - -�'� -
<br /> 12"MIN II �I II kl FTG THIS AREA TO (E)CONC PER� (E)WALL AS OCCURS P.O.BOX 150539
<br /> � <, � S1.1
<br /> ii ii PIPE THRU FTG �� ii S�B - - SAN RAFAEL, CA 94915
<br /> "PIPE°THRU �(E)CURB AS OCCURS MINIMUM BAR LAPS FOR REINFORCING STEEL
<br /> II �� �� SLAB REINF CONCRETE STRENGTH:2500 PSI OR GREATER STAGGER SPLICES)
<br /> FOOTING IN
<br /> w �� �� 12"MIN =�k�k— PER PLAN �(E)SLAB AS OCCURS �
<br /> � ►- cfl II ll "PIPE"SLEEVE �� �� _ "PIPE°IN
<br /> W O � _--- �� BACKFILLED SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH
<br /> o- II I I 1T lT . .
<br /> Z ,��� �,� w ~ TO REMAIN =��_ � TRENCH-LOC '
<br /> O � ONLY ABV �� ,� ��
<br /> � 6" MIN U a' Z � _ �_ �i� #3 14 #6 38 #9 94
<br /> �
<br /> , SLOPED LINE -
<br /> I�'�, `� _ _ �►_ � �� `- CHARLES PICK, ARCHITECT
<br /> � � �.;. ��o
<br /> ���PIPE" �i —— ____ —— 2 , � #4 24" #7 60" #10 112��
<br /> � � 1 �
<br /> �(E) FDN �� � -- ___— -- ��L
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<br /> 1 � \ T / REMOVE E CONC rJ`� #5 36 -)E- #8 76" #11 132
<br /> 2 � � DEEPEN FTG W/ L - - -� " (E)FTG
<br /> "U"BARS, SIZE TO MATCH FTG AND REPLACE LEAN CONC ��I E ��\ 18 ' � ��—
<br /> ' (CLASS B TOP BAR)
<br /> TYP FTG REINF(#6 MAX), �� ,� W/CONC AFTER WHERE DEEPER � M�N � BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4".
<br /> PIPE „ „ �
<br /> � � �
<br /> 18"oc, (2)MIN EXCEPT WHERE PIPES ARE TRENCH IS REQD �� NEW SLAB TO EXISTING FOOTING �E-WHERE COVER NOT LESS THAN 1'/z" #5 LAP LENGTH =30"
<br /> FTG HAS ONLY(1)BAR T&B INSTALLED L _ _ J � A �
<br /> '
<br /> I' TYPfCAL PIPE THROUGH FOOTING \ #3 x �s°DOWEL AT CONC COVER FOR REINF STL - - - - - - - - - - - - - - - - -'CLR'
<br /> 2x SLAB REBAR SPCG _ _ _ _ _ _ _ _ _ _g��
<br /> ; 3/4" = 1'-0" �2-0o-oz CAST AGAINST EARTH OR GR
<br /> - - - - - - - - - - - - - - - - - -
<br /> SLAB TO(E) CONC PER�
<br /> I o 12" MIN S1.1 EXPOSED TO EARTH (FORMED)OR WEATHER
<br /> SLAB REINF -� - - - - - - �'/2"
<br /> ai �� (E)SLAB #5&SMALLER- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> PERPLAN - - - - - - - - - -2,�
<br /> � ; #6&LARGER - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> NOTE: � � . � — ; NOT EXPOSED TO EARTH OR WEATHER
<br /> SAWCUT NO PIPES ALLOWED THROUGH (E) '
<br /> ` #5&SMALLER- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��,
<br /> E SLAB FOUNDATIONS IF PIPE LOCATION MUST i '
<br /> AT PIPE BE AT(E) FOUNDATION REMOVE& � #6&LARGER,&ALL BM STIRRUPS, COL TIES&SPIRALS _ _ . . - - 1'/z"
<br /> �E� REPLACE{E}FOUNDATION PER g ' ALL REINF BARS SHALL EXTEND AS FAR AS POSSIBLE& CONSULTANT
<br /> S�qg S1.1 #4 CONT END IN A STD 90° OR 180° HK UNLESS DETAILED OTHERWiSE
<br /> �' � _ .
<br /> 8�� 4�� ZFA STRUCTURAL ENGINEERS
<br /> 180° HOOK 7801 folsom boulevard suite 204 zfa.com
<br /> -(E)FTG� B NEW DEPRESSED SLAB � a �
<br /> ' N sacramento ca 95826 916.924.7024
<br /> I - - zfa job no. 17053 copyright O 2017
<br /> �
<br /> I . . . . . . ._... . .... . . ...... . .... ._._.. . , . T
<br /> Z #3 x 18"DOWEL AT 2x R=3 db FOR#3 TO#8 `
<br /> PIPE � SLAB REBAR SPCG ,��� -- R=4 db FOR#9 TO#11 Q�oFESS�oN
<br /> E NON-BRG WALL o .�•� �••.'�l
<br /> 5 � )
<br /> SMD TO (E)CONC PER a �, ,•
<br /> �1' 9� HOOK 4 , DENNIS
<br /> AS OCCURS �, .'
<br /> .
<br /> ' S1.1 � �
<br /> _
<br /> SLAB f-- ,r-4 db OR 2 1/2"MIN �: FA '•.�'
<br /> � < . z
<br /> SLAB REWF {E)SLAB '
<br /> '�
<br /> PER PL.AN
<br /> - � STANDA D OOKS & BENDS ��•�..s U AL..��.�.
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<br /> I = � N _ � _ J' •.,No. 01,.•
<br /> ' M V r- PIPE SEE ' � � — { 6 LAP TqTF�F WPSH�NG��
<br /> _/ NOTES ON 8 (2)#4 �/ _ �� '�_
<br /> PAD GRADE �
<br /> CONC A S1.1 CONC , . : _ ' I � 1 �� 03-30-2017
<br /> I �
<br /> �2�� � � WIRE TOGETHER AT EA END
<br /> A * NO TENSION
<br /> #4 coNr COL BAR & STRUCT OFFSET SPLICE
<br /> TE T G RE U RED
<br /> 8,� 4�,
<br /> S IN Q I
<br /> �
<br /> 6 NEW PIPE AT EXISTING FOUNDATION 4 NEW SLAB TO EXISTING SLAB ,) TYPICAL REINFORCING DETAILS fc = 2500 si MIN
<br /> "_ ' " "_ " "_ ' " DRAWING REVISION LOG
<br /> 3I4 1-0 ,2-00-0� 3/4 1'-0 �2-o�-oa 3/4 1 -0 30-00-01 ,
<br /> STUD WALL STUD WALL I
<br /> � SHTG AS
<br /> 2x PTDF SILL R W/ �OCCURS
<br /> 5/8"0 x 6"GALV I
<br /> CONC INFILL---,�� 4" , 12" 4" EPDXY ANCHOR I
<br /> �\ —� 2x PTDF SILL R W/
<br /> SAW CUT(E)SLAB & #4 CONT HILTI X-CP 72 OR @ 48°oc PER� i
<br /> (E)SLAB SIMPSON PDPWL- UNO ON SW S1.1 (
<br /> BREAK OUT CONC, � 300MG @ 16"oc SCHED
<br /> DO NOT OVERCUT ,\ � I
<br /> __� ` � LAB� � WALL PEN
<br /> J ,
<br /> � i B (E)CONC S
<br /> ' � )
<br /> E N SLA
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<br /> ' #3 x 12"DOWELS @ � � � _ u
<br /> � ., ,_ _ , �_
<br /> s2"oc STGR DRILL& ''~=•:,.:. � VAPOR BARRIER ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE r
<br /> DRIVE INTO 3/"R1 HOLE PER SPECIFICATIONS I' I
<br /> ANCHOR MIN
<br /> PIPE ADHESIVE PILOT EMBED �`i1�N EDGE MIN MIN CONC
<br /> TYPE THRD HOLE UNO DISTANCE SPCG DEPTH
<br /> REBAR VERIFY NO COLD
<br /> FILL WI SAND ROD Hef Cm� `Smin Hm� JOINT BLW SILL F'L
<br /> SIMPSON SET- 3/a"!� #3 '/2"0 3" 13/4" 3" 5"
<br /> PROJECT NAME:
<br /> XP (ICGESR '/z"0 #4 5/$"0 4�� �3�4n 3�� 6,�2„
<br /> 2sos) 5�8„� #5 3/4"� 5° 13/�" 3° s��4^ A NON-BEARING WALL g BEARING WALL CLUBHOUSE
<br /> HILTI HIT- 3/s"0 N/A '/,6"0 3�� �3��� �,�8,� 4,��� � �
<br /> HY200R N/A #3 %2"� 3" 13/° 1'/8" 4'/�� BUILDING L �.
<br /> (ICC-ESR '/2"R� NIA a/,6"0 4" �3�° 2%z" 5,/"
<br /> 7 NEW PIPE AT EXISTING SLAB 3187� N/A #a 5�8��� a° �3�° 2'�2" 5,�4�� 2 NEW STUD WALL AT EXISTING SLAB
<br /> 3/4��= I�'��� 72-01-03 3/4��- 1����� �2-01-0�
<br /> ANCHOR PER
<br /> PLAN&DETAILS
<br /> I II II =
<br /> TOP OF
<br /> corvc PROJECT LOCATION:
<br /> �I`�C�'min `Smin
<br /> I STUD PER PLAN .
<br /> I-`—EDGE OF CONC 2x PTDF SILL W!
<br /> AS OCCURS 5�8 0X8�AB @ CLEAN(E)SURFACE 824 W CASI NO ROAD
<br /> 48"oc(2 MIN) � EVERETT, WA 95204
<br /> NOTES: CURB TO #4x18"DRILL&DRIVE
<br /> 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT. MATCH STUD 4" INTO '/2"f� HOLE
<br /> WIDTH CURB
<br /> 2. CONTRACTOR TO VERiFY MINIMUM EDGE DISTANCES, SPACING,AND THICKNESS ARE #4 CONT � �
<br /> IN ACCORDANCE W/SCHEDULE PRIOR TO INSTALLING ANCHOR. �
<br /> p ii ROUGHEN � ii � !
<br /> Q ' �� �- SURFACE TO '/4" �--- '
<br /> 3. HOLES TO BE DRILLED W/ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING � � ,' � ��'
<br /> RE�NFORCINU BARSR MA N�TA N A iREA ONAB�L�E CLEARANOCE BETWEENG THE EXISTING N rl I- AMPLITUDE � SHE�'TITLE:
<br /> REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/HIGH (E)SLAB—'� /.� � (E)SLAB� �pICAL CONCREfE
<br /> STRENGTH GROUT. � �
<br /> #4 @ 16'bc(2MIN) � (E)CURB AS D�AI LS
<br /> 4. SPECIAL INSPECTION iS REQUIRED PER IBC SECTION 1705 AND THE REQUIREMENTS � OGCURS
<br /> OF THE ICC REPORTS. THE SPECIAL INSPECTOR MUST BE ON THE JOB SITE ADHESIVE ANCHOR � —
<br /> PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE,ANCHOR TO(E)CONC PER � A
<br /> DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE EXCEPT EMBED �5�1.�11 (E) FDN�
<br /> COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), AS NOTED
<br /> ANCHOR SPACING(S), CONCRETE THICKNESS,AND ADHESIVE WJECTION.
<br /> . 5 ADHESIVE ANCHOR IN CONCRETE 3 NEW CURB AT EXISTING SLAB �
<br /> 3/4"= 1'-0" ��_ � ��
<br /> 30-01-04 3/4 �-0 72-01-02A
<br /> Copyright 2016 by Charles Pick, Architect and Basis Architecture �t Consulting Inc. .
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