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FOUNDATION PLAN NOTES FOOTING (F) SCHEDULE SHEAR WALL (SW) SCHEDULE FRAMING PLAN NOTES
<br /> A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L.AND/OR CIVIL PRIOR TO1 1Q SEE PLAN AND DETAILS A. ALL SHEAR WALL FRAMING 54ALL BE 2x U.N.O. FRAMING MAY BE WIDER THAN SPECIFIED, A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L.PRIOR TO CONSTRUCTION.
<br /> CONSTRUCTION. RESOLVE DISCREPANCIES WITH ARC441TECT. _ _ FOR EMBEDDED ITEMS EXCEPT 50TTOM PLATES ON WOOD 51-IALL BE SIZED PER TP15 SCHEDULE. RE5OLVE DISCREPANCIES WITH ARCHITECT.
<br /> AND CONSTRUCTION
<br /> 5. VERIFY LOCATION AND SIZE OF ALL INSERTS AND OPENINGS IN SLAB WITH ARCH-L,MECH., III III ABOVE FOOTING B. PROVIDE (2)FULL HEIGHT END 5TUD5 (MIN)EAC4 END OF SHEAR WALL UN.O.ON PLAN OR B. SEE TYPICAL DETAILS FOR FRAMING REQUIREMENTS AT OPENINGS IN ROOF. ALL y
<br /> PLUMBING, AND ELECT.PRIOR TO CONSTRUCTION. III III DETAILS. STITCH NAIL STUDS w/ (2) I6d AT 6" OPENINGS MAY NOT NECESSARILY SHOWN ANS
<br /> oc.STAGGERED. AT MULTIPLE END 5TUD5, OECERLBE OOPL . o
<br /> � I I I—IIIw �- –
<br /> O �2 REBAR FASTEN w/ (2) I6d AT 4" oc.STAGGERED, EACH MEMBER „
<br /> C. ALL FOOTINGS SHALL EXTEND IS INCHES MIN.BELOW PAD GRADE. PAD GRADE 15 C. _ DENOTES TOP OF PLATE/PARAPET ELEVATION. rn
<br /> DEFINED A5 TOP OF SLAB FOR INTERIOR FOOTINGS, LOUDEST ADJACENT COMPACTED - — 3Q WIDTH /LENGTH C. SHEAR WALL PANELS SHALL NOT BE LE55 THAN 4 FT,x 8 FT.EXCEPT AT BOUNDARIES cc-
<br /> SUBGRADE (PAD GRADE BEFORE LANDSCAPING)OR NATURAL GRADE WITHIN 5 FEET OF —� -1 =1 i ) ,;I Iii i iI I AND CHANGES IN FRAMING AND MAY BE INSTALLED EITHER WORM OR VERT.U.N.O.ON D. EXTERIOR WALL FRAMING 54ALL BE 2x6 STUDS AT 16” oz.U.N.O. INTERIOR LOAD BEARING � � �ti
<br /> -III
<br /> BUILDING FOR PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVING OR CONCRETE WHERE n, 2 3" CLR ® THICKNE:55 PER SCHEDULE PLAN OR WHERE SPECIFICALLY REQ'D.BY THE MFR ALL PANEL EDGES SHALL BE AND NON-LOAD BEARING WALL$ $14ALL BE 2x6 AT 16" oc.UN.O. "�. � o
<br /> EXTERIOR PAVING OR CONCRETE 15 PERMANENTLY LOCATED DIRECTLY ADJACENT TO OR EMBEDMENT DEPTH CENTERED ON AND FASTENED DIRECTLY TO STUDS AND SOLID BLOCKING U.N.O. W Q
<br /> BUILDING AND EXTENDS AT LEAST 5 FEET FROM BUILDING. FOOTING EXCAVATIONS 54ALL O PER FOUNDATION PLAN FASTENERS 54ALL BE PLACED NOT LE55 THAN 3/8" FROM PANEL EDGE AND SHALL BE E. ® DENOTES LOAD BEARING WALLS THAT MAY NOT APPEAR OBVIOUS. �
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<br /> BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING WATER, OR UNCOMPACTED NOTES FIRMLY DRIVEN INTO FRAMING MEMBERS. SUBSTITUTION OF ALT.NAILS OR STAPLES NOT � w C= o 0
<br /> MATERIAL AT TIME: OF CONCRETE: PLACEMENT. CONTRACTOR SHALL COORDINATE: ISOLATED / CONTINUOUS FOOTING PERMITTED w/o PRIOR WRITTEN APPROVAL OF EOR F. K5 DENOTES KING STUD. KP DENOTES KING POST. T5 DENOTES TRIMMER STUD. TP x � CD-
<br /> FOOTING EMBEDMENT WITH CIVIL GRADING PLANS TO ENSURE THAT MINIMUM EMBEDMENT Q THICKNE55 DENOTES TRIMMER POST. E5 DENOTES END STUD. EP DENOTES END POST. MINIMUM (1) O U - CID
<br /> SPECIFIED ABOVE I5 MAINTAINED. I D. 54E:AR WALL A.B.SIZE: AND SPACING SHALL BE PE:R TH15 5 DULE:. SE:E: G.S.N.FDR K5 AND (I) T5 REQ'D.AT ALL OPENINGS. PROVIDE CONTINUOUS BEARING TO FOUNDATION � C/)
<br /> N
<br /> ALLOWABLE A.B.SUBSTITUTIONS. ALL SHEAR WALL ANCHOR BOLTS AND BOLT-TYPE FOR (2)T5 OR GREATER POSTS SUPPORTING FLUSH BEAM OR G.T.SHALL EXTEND TO o r�
<br /> D. FIN15H FLOOR ELEVATION VARIES. SEE CIVIL DWGS. 5U55TITUTION5 SHALL HAVE A MIN.0229" x 3" x 3" PLATE: WASHER(LARGER WASHER 51ZE UNDERSIDE OF BOTTOMMOST TOP PLATE OF WALL. DOUBLE TOP PLATE: SHALL RUN CO rn
<br /> 15 ACCEPTABLE). FOR PROPER WASHER PLACEMENT, SEE DETAIL BELOW. IF STANDARD CONTINUOUS OVER POST AT FLUSH BEAM OR G.T.UNLE55 POST CAP 15 SPECIFIED OR UND.
<br /> E. T.O.F.ELEVATION AT STEEL OR CONCRETE COLUMNS = 1'-0" BELOW F.F.UN.O. CUT WASHER 15 PLACED BETWEEN PLATE WASHER AND NUT, THE HOLE N PLATE WASHER ON PLAN.
<br /> ooMAY BE DIAGONALLY SLOTTED UP TO 1-3/4" w/WIDTH UP TO 3/16" LARGER THAN BOLT
<br /> .777
<br /> F. FI,F2,F3. ...DENOTES FOOTING PER 5C1-4EDULE THIS SHEET. TYPICAL FOOTING 6WALL BE O =i III III- o ° DIA. G. DOUBLE 2x TOP PLATE REQ'D.AT ALL BEARING WALLS. SPLICE PER DETAIL 10/50.6.
<br /> MARC FI UN O.ON PLAN. — = SHEAR WALL 5PEATPIN5 AS OCCURS AT
<br /> II = =III= =1' SHEATHING DOUBLE SIDED SHEAR WALLS TOP
<br /> SEE TYPICAL POLE IN DOUBLE TOP PLATE: DETAIL 11/50.6 FOR PENETRATIONS THROUGH
<br /> G. SC1, SC2, 5C3. ...DENOTES STEEL COLUMN PER SCHEDULE ON TH15 SHEET —� =1 I—"'--"'=1 1 TOP PLATES AT LOAD BEARING WALLS.
<br /> U 2 1/2" 1/2" MAX.
<br /> P. PLACE 5LA5(5)ON GRADE OVER SUBGRADE AND VAPOR BARRIER(AS REQ'D)PER THE: M 13'.'. CLR MAX. (SEE NOTE BELOW) 1. 5W1, 5W2, 5W3. ...DENOTES SHEAR WALL TYPE PER SCHEDULE THIS SHEET. ALL SHEAR
<br /> GEOTECHNICAL REPORT REFERRED ON THE G.5N. 3Q PLATE: WASHER STANDARD CUT WASHER, WALLS SHALL BE CONSIDERED LOAD BEARING U.N.O. Store:
<br /> A5 REQ'D
<br /> YOSEMITE & COTTAGE
<br /> I. INTERIOR CONCRETE SLAB ON GRADE SHALL BE 5" THICK w/ 04 AT 18" oc.EACH WAY. THICKENED SLAB FOOTING EDS J. "D =" DENOTES AXIAL FORCE DUE TO WIND OR SEISMIC FORCES (WORKING STRESS LEVEL,
<br /> PLACE RE INF.2" CLR.FROM I TOP OF SLAB. TENSION OR COMPRESSION)TO BE INCLUDED IN APPROPRIATE LOAD COMBINATION BY �ANTECA, CA 9533fi
<br /> TRUSS OR JO15T DESIGNER. FASTEN SHE:ATHI1NCx FULL LENGTH OF DRAG MEMBER w/(1)ROW
<br /> J. INSTALL SLAB CONTROL JOINTS PER DETAIL 04/50.5. MATCH CLOSURE POUR(WHERE OF BOUNDARY FASTENERS AS NOTED BELOW. PROVIDE (2)ROWS OR REDUCE THE
<br /> PRESENT)CONTROL JOINTS WITH SLAB CONTROL JOINTS. MARK WITH LENGTH THICKNESS FOOTING REBAR NOTES ' FASTENER SPACING BY HALF (e.g, (o" oc.TO 3" oz.)AT ALL INTERIOR DRAG MEMBERS Restaurant #RC529
<br /> NOTE. AT DOUBLE 51DED SHEAR WALLS w/FRAMING LARGER THAN 2x6, IT 15 U.N.O.ON PLAN.
<br /> K ANCHOR BOTTOM PLATE: AT CONCRETE w/ 5/6" MIN.DIA. "J" BOLT w/ROUND CUT WASHER FI 1'40" CONT. T-0" (3)05 CONT.TOP & BOTTOM ACCEPTABLE TO STAGGER BOLTS SUCH THAT ONE HALF OF THE WASHERS ARE WITHIN
<br /> AND NUT w/7 MIN.EMBEDMENT. PROVIDE MIN.(2)A.B.PER SOTTO"4 PLATE PIECE. I/2" OF ONE: FACE AND THE OTHER HALF ARE WITHIN 1/2" OF THE OTHER FACE. K ALIGN (3)5TUD5 (MIN)BENEATH ALL GIRDER TRUSSES AT BEARING WALL. NAIL STUDS Professional of Record: NAME
<br /> LOCATE: A.B.WITHIN 12" OF EACH END OF EACH PIECE. A.B.SPACING 54ALL NOT EXCEEDTOGETHER PER TYPICAL NAILING SCHEDULE. HIP GIRDERS w/UP TO V-0" SETBACK AND
<br /> 48" oc.AT LOAD-BEARING WALLS AND "12" oz.AT INTERIOR NONLOAD-BEARING WALLS. F2 2'-6" CONT. 2'-6" (4)'5 CONT.TOP& BOTTOM E. 51.4E:AR WALL LENGTHS NOTED ON PLAN ARE MINIMUM LENGTHS, WHERE "STK" SPECIFIED UP TO 20'-0" SPAN MAY HAVE (I) STUD, U.N.O. PROVIDE: CONTINUOUS BEARING TO
<br /> HOLDOUN ANCHORS DO NOT COUNT AS REPLACING ANCHOR BOLTS. SEE SHEAR WALL ON PLAN,MIN.SHEAR WALL LENGTH SHALL MATCH SHEAR WALL BELOW AND HOLDOUNS, FOUNDATION FOR ALL BEAMS AND GIRDER TRUS5E5 SUPPORTED BY (2)2x OR LARGER
<br /> SCHEDULE ON FRAMING PLAN FOR ADD'L.ANCHORAGE REQUIREMENTS AT E4EAR WALLS. F3 1'40" CONT. 1'40" (2)S CONT.TOP & BOTTOM WHERE SPECIFIED, SHALL BE FASTENED TO SHEAR WALL END 5TUD5/PO5T5 BELOW. POSTS.
<br /> L. SEE G.S.N.FOR ANCHOR BOLT SUBSTITUTIONS AND HOLDOUN ANCHORAGE. F4 3'-0" CONT. 2'-6" (4)S CONT.TOP& BOTTOM F. BOTTOM PLATE NAILS SHALL BE I6d COMMON OR I6d BOX. STAGGER BOTTOM PLATE L. ROOF SHEATHING AND FASTENERS SHALL BE AS FOLLOWS (UN.O.ON PLAN):
<br /> FASTENERS AT ELEVATED SHEAR WALLS. 1. 15/32" PLYWOOD PER G.S.N. FFAA
<br /> M. SEE AR04'L.AND/OR CIVIL DWGS.FOR EXTERIOR SLABS, WALLS, ETC. 2. $d AT 6" oz.BOUNDARY FASTENERS (DIAPHRAGM BOUNDARIES, SHEAR PANEL DESIGN
<br /> F5 4'-6" �✓'-6" T-0" (I1)S E.W.TOP & BOTTOM G. PROVIDE SOLID 2x BLOCKING AND EDGE NAILING AT EDGES OF EXHAUST VENT (8" x 8" BLOCKING, SOLID BLOCKING AND DRAG MEMBERS AS NOTED ON FRAMING DETAILS).
<br /> N. SEE DETAIL 02/50.5 AND 23/50.6 FOR PIPES/CONDUIT AT FTC-6. PIPES/CONDUIT 54ALL NOT MAX) IN SHEAR WALL. 3. 8d AT 6" oz.EDGE FASTENERS (AT SUPPORTED PANEL EDGES).
<br /> PA55 THRU NOR BE LOCATED 5ENEAT4 ISOLATED PAD FOOTINGS. F6 3'-0" 41-0" 2'-0" (8)$5 E iU.TOP& BOTTOM 4. ed AT 12" oc.FIELD FASTENERS (ALONG INTERMEDIATE FRAMING MEMBERS).
<br /> H. SEE DETAIL 13/50.6 FOR FRAMING REQUIREMENTS AT ADJOINING SHEAR WALL PANEL EDGES. 5. ALTE I; NATE: FASTENERS. I6 GAUGE x 0.0625" DIA.x 1 3/4" LONG (w/'1/I6" MIN.CROWN A r c h i t e c t u r a
<br /> O. SEE DETAIL 3011562 FOR TYPICAL TRASH ENCLOSURE WALLS. WIDTH)STAPLES ORIENTED LENGTH W15E PARALLEL w/FRAMING MEMBER. SPACING TO Solutions Group
<br /> MASONRY LINTEL (MLS SCHEDULE I. ALL PLYWOOD SHEAR WALL SHEATHING SHALL BE INSTALLED PRIOR TO FRAMING REMAIN AS NOTED ABOVE.
<br /> P. REFER TO DETAIL 119/54.3 FOR TYPICAL 51TE: POLE: FOUNDATION PERPENDICULAR WALLS AND POPOUTS. 6. " j HATCHED AREA INDICATES BLOCKED DIAPPR4GM w/ 10d AT 4" oc.AT TE VE
<br /> PARK,
<br /> 38 EXECUTIVE
<br /> ' EDGES AND BOUNDARIES AND 12" oz.FIELD UN.O.
<br /> J. WHERE STAGGERED 51MP50N 5DW5 SCREWS ARE SPECIFIED, SEE DETAILS BELOW: IRVINESUITE
<br /> 310
<br /> 92614
<br /> VERT.WALL REINFORCING M. FASTENERS SHALL BE PLACED NOT LE55 THAN 3/8" FROM PANEL EDGES AND SHALL BE
<br /> HOOK BOTTOM END. FIRMLY DRIVEN INTO FRAMING MEMBERS. PANEL JOINT SHALL BE CENTERED ON FRAMING
<br /> �✓/8" I x/16° CENTER MEMBER. NO UNBLOCKED PANELS LESS THAN 24" WIDE SHALL BE USED. PROVIDE: 1/8"
<br /> SCREWS N GAP BETWEEN ROOF SHEATHING PANELS.
<br /> UPRIGHT
<br /> MEMBERS N. REFER TO DETAIL 16/50.1 FOR TYPICAL NON-LOAD BEARING PARTITION ATTACHMENT TO
<br /> (2)2x OR 3x ROOF FRAMING.
<br /> MIN.AT 5UJ20 NEER
<br /> p-w AND 5UJ21 O. TYPICAL CANOPY ROOF DECK SHALL BE 11/2 x 20 GA.5-36 DECK PER G.S.N.U.N.O.
<br /> a DECK ATTACHMENT TO ROOF FRAMING, INCLUDING EDGES OF OPENINGS AND
<br /> +— w
<br /> DRAG/COLLECTOR ELEMENTS NOTED ON PLAN, SHALL BE A5 FOLLOWS U.N.O. U A d0
<br /> REINFORCEMENT FLAT MEMBER BELOW PLYWOOD UPRIGHT MEMBERS BELOW PLYWOOD co W Q o
<br /> PER SCHEDULE SUPPORTS PERPEND.TO DECK SPAN: (5)PUDDLE WELDS PER SHEET w 2 J N
<br /> SUPPORTS PARALLEL TO DECK SPAN: PUDDLE WELDS AT I2" oz, p p Q o ti C
<br /> —`4- MARK SHEATHING MATERIAL EDGE NAILNG FIELD NAILING BOTTOM PLATE A B. AT CONG 51DF SEAM CONNECTIONS: BUTTON PUNCHES AT 12" o4,
<br /> Q BOTTOM PLATE NAIL AT WOOD
<br /> PUNCHLOK II (NERCO DECK ONLY)AT 24 oz.,
<br /> / T //_ 15/32„ PLYUJD IOd AT 4 oc. 5/8 DIA.A.B.AT I3 oc. OR DELTAGRIP (A5C DECK ONLY)AT 24" oz. .91 313
<br /> "' ONE: 51DE OF WALL. STAGGER AT (BOTTOM PLATE MUST BE 2x)
<br /> 5W12 BOTTOM PLATE 10d AT 12" oz, 5DW522400D5 SCREWS AT P. DENOTES FUTURE SOLAR ZONE PER ARC4'L.TRU55 MFR TO DE51GN TRU55
<br /> 3x FRAMING & ADJOINING 4" oz.STAGGERED �TOP CHORD FOR ADDITIONAL 5.0.P5F DEAD LOAD
<br /> SHORE LINTEL UNTIL GROUT ADJOINING PANEL EDGES PANEL EDGES (BOTTOM PLATE MUST BE 2x)
<br /> REACHES DESIGN STRENGTH I0d AT 2" oc. a REFER TO DETAIL 234/555 FOR KITCHEN HOOD ANCHORAGE AND ATTACHMENTS
<br /> 15/32" PLYUJD. STAGG.EER AT 5/8 DIA. A.B. AT 11 oc.
<br /> ONE SIDE OF WALL. R REFER TO DETAIL 233/555 FOR RTU UNIT ANCHORAGE AND ATTACHMENTS
<br /> (2)2x OR 3x FRAMING AT
<br /> 5W1� B&TADJO ADJOTOM INING IOd AT 12" o c. 5DWS22400DB SCREWS AT Prototype: P4 EXTENDED-HV SCHEME A
<br /> A. EXTEND GROUT, OPEN END MASONRY UNITS AND REINFORCING T-0" MIN.PAST EACH EDGE ADJOINING PANEL EDGES PANEL EDGES 4" oc.STAGGERED 5 ROOF FRAMING MEMBERS SHOWN ON PLANS INDICATE: PRE-FABRICATED WOOD TRUSSES
<br /> OF OPENING WHERE POSSIBLE. AT WALL CORNERS OR OTHER INTERFERENCE, EXTEND SPACED AT 24" oc.MAX, UN.O. Protot e Issue Date: 6.29.2020
<br /> REINFORCEMENT A5 FAR AS PO5515LE INTO ADJACENT MASONRY AND HOOK ENDS WITH 15/32" PLYWD. 5/6" DIA. AB.AT 6" oc, yp
<br /> STANDARD W DEGREE HOOK BOTH SIDES OF WALL. I0d AT 2" oc. (2 MIN) Design Bulletin Updates: INCLUDED
<br /> OFFSET VERTICAL PANEL STAGGER AT (BOTTOM PLATE: MUST BE 3x)
<br /> B. ENDS OF LINTEL TO BE BUILT INTO ADJACENT WALL OR PILASTER WITH RUNNING BOND Soo JOINTS TO FALL ON BOTTOM PLATE: IOd AT 12" oc. Date Issued: Bulletin Number:
<br /> JOINT. DIFFERENT STUDS. & ADJOINING 5DW522600D5 SCREUS,^ AT
<br /> 3x FRAMING AT PANEL EDGES 1 1/2" oc.STAGGERED
<br /> NOV. 2018 1 &2
<br /> ADJOINING PANEL EDGES (BOTTO'1 PLATE: MUST BE 3x)
<br /> MARK GROUT DEPTH REINFORCING VERTICAL REINFORCING NOTES
<br /> MLI I2" oz.AT BOTTOM �5 AT 24" o . .
<br /> STEEL COLUMN (SCS SCHEDULE 1 ST BLDG. S 11 B M ITf A�
<br /> A. FOR BASE PLATE: CONFIGURATION, A.R PATTERN, AND COLUMN-TO-BASE PLATE:
<br /> CONNECTION, SEE 19/50.1, UN.O.ON PLANS
<br /> B. STANDARD EFFECTIVE ANC14OR ROD EMBEDMENT = 5" UN.O. EFFECTIVE EMBEDMENT
<br /> SPECIFIED DENOTES MIN.DISTANCE REQ'D.BETWEEN T.O.CONCRETE: AND TO.EMBEDDED
<br /> NUT UN.O.
<br /> C. ORIENT LONG DIMENSION OF BASE PLATE PARALLEL TO WEB OF WIDE FLANGE COLUMN IIIIIIIIIIIIIIIIIIIN
<br /> UN.O. REVISIONS:
<br /> 1 08-07-20 1st. Bldg. Submittal
<br /> MARK SIZE BASE PLATE NOTES 2
<br /> SIC] UJSx3lTYPE "B" REFER TO DETAIL 3
<br /> 1" x 18" x I'-6" w/ (5) 1" DIA.A.R. 116/542 4
<br /> 5C2 H554x4x 4/4 _ REFER TO 5
<br /> DETAILS 236/555
<br /> TYPE "A" 6
<br /> 5C3 4553x3x1/4 3/6" x 7 x 0'-4" w/ SIMPSON 3/6" DIA.TITEN
<br /> REFER TO DETAIL 7
<br /> 4D ANCHORS 10 /54.1 8
<br /> TYPE "A" REFER TO DETAIL 9
<br /> 5C4 H55441/4 1/2 x 8 x 0'-5" w/ (4)SIMPSON 1/2 DIA,x 3 302/562
<br /> TITEN 4D ANCHORS(STAINLESS STEEL)
<br /> REFER TO
<br /> 5C5 H55444/4 - DETAILS 306/562
<br /> AND 3011562 Sheet Title:
<br /> TYPE "C" REFER TO DETAIL NATES AND
<br /> 5C6 H556x4x1/4 3/6 x 5" x 1'-6" w/(4)DIA.AR 122/54.3
<br /> SCHEDULES
<br /> Date: 7.23.2020
<br /> Project Number: RAC19024.0
<br /> Drawn By: CAD
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