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_ _ _ _ . .
<br /> . _ _ _ _ _ __ __ _ _ ___
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<br /> _ ___ . _ �
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<br /> �
<br /> RIMJOISTTOTOPF�,TOENAIL -----------------------------------10d@6„oC •� I1r{.'h.�te�.'lUr�
<br /> . ��1../�1..!
<br /> TRUSSES,JOIS7S OR RAFTERS AT ALL BEARING POINTS O[I�OI�S��tI C�Ig
<br /> STAINLESSSTLEXPANSIONANCHOR51N2500PSIMINCONC TOENAILSEACHSIDE--------------------------------------•----(2)10d
<br /> TRUSSES,JO�STS OR RAFTERS TO SIDE OF STUDS
<br /> - ANCHOR MIN EIGHT(8)INCH JOlSTS OR LESS ----•---------- - -- (3)16d ,
<br /> ANCHOR NOMINAL ���EDGE MIN MIN CONC INSTALL FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST------•------------(1)16d .
<br /> : &PfLOT
<br /> TYPE DiSTANGE SPACING TWCKNES TOR
<br /> S UE BLOCKW BETWE
<br /> EMBED Q G EN JOIS7S OR RAFTERS:
<br /> HOLE DIA H� C� $m� H� (FT-LB) TO JOIST OR RAFTERS-TOE NAILS EA SIDE,EA END--------------------(2)14d ?�I 3O FOURTH ST
<br /> ' - TO JOIST OR RAFTER BEARINGS-TOE NAILS EA SIDE--- -- -- (2j 10d SAN RAFAEL, CA 94901
<br /> - HILTI BLOCKING BETWEEN STUDS,EACH END TOE NAILS----------------(2)10d OR(2)16d
<br /> ; KWIK BOLT TZ %z,• 3y4" 5� 6" 6" 40 BRIDGING TO JOIST.-roe Nai��cH Erv�--------------- ----- ---- ------�2�aa PHONE (415)457-6035 ,
<br /> (ICGESR 1917) 2"SUBFIOOR TO JOIST OR GIRDER.BLIND�FACE NAlL------------ ---------(2}16d �A}( t4�5� t��j7-(�Q3(j
<br /> SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL--•------- ----- - --16d @ 16"oc
<br /> SOLE PLATE TO JOIST OR BLOCKING AT
<br /> ANCHORPERPLAN BRACEDWALLPANELS---------------------------------- (3)16d@16"oc P.O.BOX�SOS39
<br /> _ BASER� �S�DETAILS TOPPLATETOSTUD,EtVONA(L---- - - - ------------------ --------(2)16d
<br /> TOPOF—� � STUDTOSOLEPLATE,TOENAIL--------- --- -- --------- ----------(4)8d SAN RA�AEL,.CA94915
<br /> : CONC , �.. ; O � DOUSLESTUDSATEXTERIOR�IVALLS,FACENAIL----------------------16d@12"oc
<br /> ' : u i; o x u� DOUBLESTUDS,FACENAIL------ ---- ------- -------- - -•-16d@24"oc
<br /> EDGEOF .; I � S F.: n. DOUBLETOPPLATES,FACENAIL-- ------------- •--- - - ---16d@12"oc
<br /> � ��
<br /> CONC RS � F TOP PLATES,LAPS&WTERSECTIONS;FACE NAIL------•-------------------(3}16d
<br /> OCCURS � ' a W CONTINUOUS HEADER,TWO PIECES --- ---- --16d @ 16"oc ALONG EACH EDGE
<br /> � -��� G1 DOUBLE TOP PLATE LAP AT CORNER-----�--- -- -- ------------ -- (3)16d CHARLES PICK� ARCHITECT
<br /> CONTINUOUSHEADERTOSTUD,TOENAIL------ ------- --------------- (4)8d
<br /> NOT�S? CEILING JOlSTS.LAPS OVER PARTtTIONS�FACE NAIL----- - --------------(3)16d
<br /> 1. INSTALL EXPAN510N ANCHORS PER MANUFACTURER'S INFORMATION AND ICC CEILING JOISTS TO PARALLEL RAFiERS,FACE NAIL-------------�----------(3)16d
<br /> ' REPORT INSTRUCTlQNS. SPECIAL WSPECTION(S REQUIRED PER SEGTION'1705 AND . BUII�T-UP CORNER STUDS -------------------------•-------------16d @ 12"oc
<br /> THE REQUIREMENTS OF THE IGC REPORTS. RIBBONS TO STUDS:
<br /> ONE(1}INCHR�BBONS ----------------------------------------(3)8d
<br /> 2. CONTRACTOR TO VERIFY MiNIMUM EDGE DiSTANCES.SPACING AND THICKNESS ARE TNO(2}1NCH RIBBQNS -----------------------------------------=(3)16d �
<br /> IN ACCORDANCE W!SCHEQULE PRIOR TO INSTALLING ANCHOR.
<br /> CEILING STRIPPING(2x MIN)------------ --16d AT 45 SLANT,16d AT 90°TO Sl7PPORTS
<br /> 3. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING REINFORCED CONCRETE,USE NAILING SCHEDULE � � �
<br /> CARE AND CAUTiON TO AVOID CUTTING OR DAMAGING THE EXISTING ftEiNFORCING 1
<br /> BARS. MAINTAIN A REASONABLE CLEARANCE BETNEEN REIN�ORCEMENT AND THE 3/4"=1'-0°
<br /> DRILI.ED-IN ANCHOR. FILL ABANDONED HOLES W/NIGH STRENGTH GROUT. -
<br /> 4. THE SPECIAI INSPECTOR MUS7 BE ON THE JOB SITE PERIODICALLY DURING
<br /> ANCHOR INSTAlLAT10N TO VERIFY ANCHOR TYPE,ANCHOR DIMENSIONS,HOLE
<br /> C�EANLINESS,EMBEDMENT DEPTH,CONCRETE TYPE,CONCRETE COMPRESSIVE � NAIL SPCG JST OR BM
<br /> S7RENGTH,DRILL BIT DIAMETER,HOLE DEPTH,EDGE D(STANCE(S),ANCHOR �`
<br /> SPACWG(S),CONCRETE THICKNES3.AND TIGHTENING TORQUE• I--�— PNLJT CONSULTANT
<br /> � -�- ,— —
<br /> . EXPANSION ANCHOR IN CONCRETE I v2~ _ � ' ._.-• - 3/8„ _
<br /> : _ 4' s�a°=1�-0° ar4°�_ =='----�— ��i2° ZFA STRUCTURAL ENGINEERS
<br /> RT 4x MEMBER AT 3x MEMBER 78Ut fotsom boutevacd 1 suite 204 zFa.can
<br /> : �' PLAN VIEW AT CLOSE NAIL SPACING �a o�no�17o5�4.3 c�pr�9hto-zoii
<br /> :;;
<br /> (3"oc OR LESS SPACING AT FLOOR ORROOF)
<br /> {4„oc OR LESS SPACING AT SHEAR WALL)
<br /> , . fi- 3/8"AT2x FRMG
<br /> , YB"GAP—` i"� 314"AT 3x FRMG Q�ty��ssfoy
<br /> -. ,
<br /> . �I � ���:........ ,, q�
<br /> ��.: FANNIS •. �n
<br /> . . . . - � . . . . � . � . - . . . . . . . . .. r..:. •,�� -
<br /> : 1%z"MIN PEN�TRATION AT 8d "i . ';z
<br /> 1 y%"MIN PENETRATION AT lOd
<br /> INTO JST,STUD OR BLKG . �"
<br /> s u �:
<br /> � �.� � . _ � �- . . � - . . . . . . . . . - � . . . . � .. . . . . . : . . . � . . � - . . �s�,'�•.No. ot.:'ti� _ _ . .
<br /> �TF OF WASN����
<br /> _ SECTlON AT TYP NAfL SPACING ' 04-07-2017
<br /> NOTE:
<br /> SHEATHWG SHE�TS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS.
<br /> JOINTS ARE TO BE CENTERED OVER BEARING. NAiL HEADS SHALL BE DRIVEN
<br /> FLUSH W/3HEATHING. MINIMUM SHEATHING WIDTH!S 72"AT WALLS. DRAWING REVISI�N LOG
<br /> . 2 SHEATNWG NAILING
<br /> _..__..� `
<br /> 1 1I2"=1'-0"
<br /> ,,r
<br /> � . SS-ADHESIVE AN�HOR!N 25flfl PSi MIN CONCiZE7E
<br /> ANCHOR MIN
<br /> ADHE$1VE PI�OT EMBEO tv11N EDGE MIN MIN CONC
<br /> TYPE THRD HOLE UNO DISTANCE SPCG DEPTH
<br /> _ REBAR
<br /> RQD Ner Cmn `Smii Hm�n
<br /> HILTI HIT-
<br /> , _ MY200R 5/e"2f N)A '/4"� _ 6yz.� q•� 4„ a„ PRO.�ECT N/�ME: `
<br /> (fCGESR
<br /> _ 3,$>> ss AVAIRE APARTMENT
<br /> . �LDGS CRAWL SPACE
<br /> .
<br /> . VOLUNTARY SE(SMIC
<br /> ANGHOR PER—� UPL7�H�E�
<br /> PLAN 8�DETAILS �'�
<br /> TOP OF � I I i I =
<br /> � .
<br /> CONG
<br /> � i � . . . . - . _ . _ . .. . . . . . . .. . � . . . . . - -- � - . .. . . . . . . . . . . . . _ . . . � C.min (�I. . . � � . . . . .
<br /> . . . . .. . . . . . � . - � � . . . � . . � � � . � - � - . .. . - . . � � . . . . . � . . . . . . - . � . � . . . � � - - � - .
<br /> PROJECT L T
<br /> OCA lON:
<br /> EDGE F
<br /> F'— O CI�NC
<br /> AS o���Rs 824 W CA511 N0 R�AD
<br /> NOTES: _
<br /> 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND(CC REPQRT. EVER�� WA 7�2�
<br /> I 2. CONTRACTOR TO VERIFY MINIMUM EDGE QISTANCES,SPACING,AND THICKNESS ARE
<br /> - IN ACCORDANCE WI SCHEDULE PRfOR 1'O fi�STAtLfiVG ANCNOR.
<br /> 3. HOLES TO BE DRILLED W/ROTARY DRfLL ONLY. WHEN DRILIWG HOLES IN EXISTING
<br /> I, CONCRETE,USE CARE AND CAUTION TO AVOlD GUTTING OR DAMAGING THE EXISTING
<br /> _ ' REINFORCING BARS. MAINTAIN A REASONABLE.CLEARANCE BETYVEEN SHEET TITLE:
<br /> il
<br /> REINFORCEMENT AND THE DRILLEQ-IN ANCHOR. FILL ABANDONED HOLES W/HIGH
<br /> STRENGTH GROUT.
<br /> � TYPlCAL DETAILS
<br /> 4. SPECIAL INSPECTION IS REQUIRED PER IBC SECTION 1705 AND THE REQUIREMENTS
<br /> , OF THE ICC REPORTS. THE SPECIAL INSPECTOR MUST BE ON THE JOB SITE
<br /> il' PERIODICALLY DURING ANCHQR INSTAILATION TO VERIFY ANCHOR TYPE;ANCHOR
<br /> D�MENSIONS,HOLE CIEANLINESS,EMBEDMENT DEPTH,CONCRETE TYPE,CONCRETE �
<br /> i COMPRESSIVE STRENGTH,DRILL BIT.DIAMETER,HOLE DEPTH,EDGE DISTANCE(S),
<br /> , ANCHOR SPACING(S),CONCRETE THICKNESS,ANO ADHESIVE WJEC710N.
<br /> I 3 ADHESNE ANCHOR IN CONCRETE � ;
<br /> 314.,_y,_�,
<br /> I i
<br /> �
<br /> Copyright 2016 by Charles Pick,Architect and Basis Architecture �Consulting Inc. :
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