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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 TO SEE PLAN AND DETAILS A. ALL SHEAR WALL FRAMING SHALL 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 ARCHITECT. _ _ 711!0�
<br /> FOR EMBEDDED ITEMS EXCEPT BOTTOM PLATES ON WOOD SHALL BE SIZED PER THIS SCHEDULE. RESOLVE DISCREPANCIES WITH ARCHITECT.
<br /> AND CONSTRUCTION
<br /> B. VERIFY LOCATION AND SIZE OF ALL INSERTS AND OPENINGS IN SLAB WITH ARCH'L.,MECH., _ ABOVE FOOTING B. PROVIDE (2)FULL HEIGHT END STUDS (MIN.) EACH END OF SHEAR WALL UN.O. ON PLAN OR B. SEE TYPICAL DETAILS FOR FRAMING REQUIREMENTS AT OPENINGS IN ROOF. ALLPLUMBING, AND ELECT. PRIOR TO CONSTRUCTION. IDETAILS. STITCH NAIL STUDS w/ (2) 16d AT 6" o.c. STAGGERED. AT MULTIPLE END STUDS, OPENINGS MAY NOT NECESSARILY BE SHOWN ON PLANS. o0iO2 REBAR FASTEN w/ (2) 16d AT 4" o.c. STAGGERED, EACH MEMBER XX'-XX" o M
<br /> C. ALL FOOTINGS SHALL EXTEND 12 INCHES MIN. BELOW PAD GRADE. PAD GRADE IS C. DENOTES TOP OF PLATE/PARAPET ELEVATION. ` ",. L
<br /> DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS, LOWEST ADJACENT COMPACTED L3l
<br /> = O3 WIDTH / LENGTH C. SHEAR WALL PANELS SHALL NOT BE LESS THAN 4 FT. x 8 FT. EXCEPT AT BOUNDARIESNSUBGRADE (PAD GRADE BEFORE LANDSCAPING)OR NATURAL GRADE WITHIN 5 FEET OF u1 1="— "— AND CHANGES IN FRAMING AND MAY BE INSTALLED EITHER HORIZ. OR VERT. UN.O. ON D. EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS AT 16 o.c. U.N.O. INTERIOR LOAD BEARINGo ,�Cz
<br /> BUILDING FOR PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVING OR CONCRETE WHERE R ® THICKNESS PER SCHEDULE PLAN OR WHERE SPECIFICALLY REQ'D. BY THE MFR ALL PANEL EDGES SHALL BE AND NON-LOAD BEARING WALLS SHALL BE 2x6 AT 16" o.c. U.N.O. ",. = 0 6'
<br /> EXTERIOR PAVING OR CONCRETE IS PERMANENTLY LOCATED DIRECTLY ADJACENT TO OR EMBEDMENT DEPTH CENTERED ON AND FASTENED DIRECTLY TO STUDS AND SOLID BLOCKING UN.O. W Q
<br /> BUILDING AND EXTENDS AT LEAST 5 FEET FROM BUILDING. FOOTING EXCAVATIONS SHALL PER FOUNDATION PLAN FASTENERS SHALL BE PLACED NOT LESS THAN 3/6" FROM PANEL EDGE AND SHALL BE E. ® DENOTES LOAD BEARING WALLS THAT MAY NOT APPEAR OBVIOUS. =
<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 o 0
<br /> MATERIAL AT TIME OF CONCRETE PLACEMENT. CONTRACTOR SHALL COORDINATE ISOLATED / CONTINUOUS FOOTING PERMITTED w/o PRIOR WRITTEN APPROVAL OF EOR. F. KS DENOTES KING STUD. KP DENOTES KING POST. TS DENOTES TRIMMER STUD. TP '�,' °C M
<br /> FOOTING EMBEDMENT WITH CIVIL GRADING PLANS TO ENSURE THAT MINIMUM EMBEDMENT THICKNESS DENOTES TRIMMER POST. ES DENOTES END STUD. EP DENOTES END POST. MINIMUM (1) }a ) M
<br /> SPECIFIED ABOVE IS MAINTAINED. D. SHEAR WALL A.B. SIZE AND SPACING SHALL BE PER THIS SCHEDULE. SEE G.S.N. FOR KS AND (1) TS REQ'D. AT ALL OPENINGS. PROVIDE CONTINUOUS BEARING TO FOUNDATION C/)
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<br /> 1 ALLOWABLE A.B. SUBSTITUTIONS. ALL SHEAR WALL ANCHOR BOLTS AND BOLT-TYPE FOR (2) TS OR GREATER POSTS SUPPORTING FLUSH BEAM OR G.T. SHALL EXTEND TO °C o ti
<br /> D. FINISH FLOOR ELEVATION VARIES. SEE CIVIL DWGS. SUBSTITUTIONS SHALL HAVE A MIN. 0.229" x 3" x 3" PLATE WASHER (LARGER WASHER SIZE UNDERSIDE OF BOTTOMMOST TOP PLATE OF WALL. DOUBLE TOP PLATE SHALL RUN 006'
<br /> IS ACCEPTABLE). FOR PROPER WASHER PLACEMENT, SEE DETAIL BELOW. IF STANDARD CONTINUOUS OVER POST AT FLUSH BEAM OR G.T. UNLESS POST CAP IS SPECIFIED OR U.N.O.
<br /> E. T.O.F. ELEVATION AT STEEL OR CONCRETE COLUMNS = 1'-0" BELOW F.F. U.N.O. CUT WASHER IS PLACED BETWEEN PLATE WASHER AND NUT, THE HOLE IN PLATE WASHER ON PLAN.
<br /> MAY BE DIAGONALLY SLOTTED UP TO 1-3/4" w/ WIDTH UP TO 3/16" LARGER THAN BOLT
<br /> F. Fl,F2,F3. . . . DENOTES FOOTING PER SCHEDULE THIS SHEET. TYPICAL FOOTING SHALL BE 0 1=I =III - I, DIA. G. DOUBLE 2x TOP PLATE REQ'D. AT ALL BEARING WALLS. SPLICE PER DETAIL 10/50.6.
<br /> MARK "FI" U.N.O. ON PLAN. — fF SHEAR WALL SHEATHING AS OCCURS AT
<br /> H. SEE TYPICAL HOLE IN DOUBLE TOP PLATE DETAIL 11/50.6 FOR PENETRATIONS THROUGH
<br /> G. 501, 502, 5C3. . . . DENOTES STEEL COLUMN PER SCHEDULE ON THIS SHEET � III=III= I I-I I I=I I11I' SHEATHING DOUBLE SIDED SHEAR WALLS
<br /> "-111-'' TOP PLATES AT LOAD BEARING WALLS.
<br /> 1/2" 1/2' MAX.
<br /> H. PLACE 5LA5(5) ON GRADE OVER SUBGRADE AND VAPOR BARRIER (AS REQ'D)PER THE cn 3" CLR MAX. (SEE NOTE BELOW) I. SWI, 5W2, 5W3. . . . DENOTES SHEAR WALL TYPE PER SCHEDULE THIS SHEET. ALL SHEAR
<br /> GEOTECHNICAL REPORT REFERRED ON THE G.SN. PLATE WASHER STANDARD CUT WASHER, WALLS SHALL BE CONSIDERED LOAD BEARING U.N.O. Store:
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<br /> I. INTERIOR CONCRETE SLAB ON GRADE SHALL BE 5" THICK w/ 04 AT 18" o.c. EACH WAY. EDGE AS REQ'D J "D =" DENOTES AXIAL FORCE DUE TO WIND OR SEISMIC FORCES (WORKING STRESS LEVEL, KETTLEMAN & L. SACRAMENTO
<br /> PLACE REINF, 2" CLR.FROM TOP OF SLAB, THICKENED SLAB FOOTING TENSION OR COMPRESSION)TO BE INCLUDED IN APPROPRIATE LOAD COMBINATION BY
<br /> TRUSS OR JOIST DESIGNER FASTEN SHEATHING FULL LENGTH OF DRAG MEMBER w/ (1) ROW LODI, CA 95242
<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 WIDTH LENGTH THICKNESS FOOTING REBAR NOTES FASTENER SPACING BY HALF (e.g., (o" o.c. TO 3" o.c.) AT ALL INTERIOR DRAG MEMBERS Restaurant #RC576
<br /> NOTE: AT DOUBLE SIDED SHEAR WALLS w/FRAMING LARGER THAN 2x6, IT IS U.N.O. ON PLAN.
<br /> K. ANCHOR BOTTOM PLATE AT CONCRETE w/ 5/8" MIN. DIA. "J" BOLT w/ ROUND CUT WASHER FI 1'-6" CONT. 2'-0" (3) «5 CONT. TOP & BOTTOM ACCEPTABLE TO STAGGER BOLTS SUCH THAT ONE HALF OF THE WASHERS ARE WITHIN P4E-HV-M SCHEME A
<br /> AND NUT w/ 7" MIN. EMBEDMENT. PROVIDE MIN. (2)A.B. PER BOTTOM PLATE PIECE. 1 1/2" OF ONE FACE AND THE OTHER HALF ARE WITHIN 1/2" OF THE OTHER FACE. K ALIGN (3) STUDS (MIN.) BENEATH ALL GIRDER TRUSSES AT BEARING WALL. NAIL STUDS
<br /> LOCATE A.B. WITHIN 12" OF EACH END OF EACH PIECE. A.B. SPACING SHALL NOT EXCEED F2 2'-6" CONT 2'-6" (4)*5 CONT. TOP & BOTTOM TOGETHER PER TYPICAL NAILING SCHEDULE. HIP GIRDERS w/ UP TO V-0" SETBACK AND Professional of Record: NAME
<br /> 46" o.c. AT LOAD-BEARING WALLS AND 72" o.c. AT INTERIOR NONLOAD-BEARING WALLS. E. SHEAR WALL LENGTHS NOTED ON PLAN ARE MINIMUM LENGTHS. WHERE "STK" SPECIFIED UP TO 20'-0" SPAN MAY HAVE (D STUD, U.N.O. PROVIDE CONTINUOUS BEARING TO
<br /> HOLDOWN ANCHORS DO NOT COUNT AS REPLACING ANCHOR BOLTS. SEE SHEAR WALL ON PLAN,MIN. SHEAR WALL LENGTH SHALL MATCH SHEAR WALL BELOW AND HOLDOWNS, FOUNDATION FOR ALL BEAMS AND GIRDER TRUSSES SUPPORTED BY (2)2x OR LARGER
<br /> SCHEDULE ON FRAMING PLAN FOR ADD'L. ANCHORAGE REQUIREMENTS AT SHEAR WALLS. F3 1'-6" CONT. I'-6" (2) 05 CONT. TOP & BOTTOM WHERE SPECIFIED, SHALL BE FASTENED TO SHEAR WALL END STUDS/POSTS BELOW. POSTS.
<br /> L. SEE G.S.N. FOR ANCHOR BOLT SUBSTITUTIONS AND HOLDOWN ANCHORAGE. FF4 3'-0" CONT. 2'-6" (4)*5 CONT. TOP & BOTTOM F. BOTTOM PLATE NAILS SHALL BE 16d COMMON OR 16d BOX. STAGGER BOTTOM PLATE L. ROOF SHEATHING AND FASTENERS SHALL BE AS FOLLOWS (UN.O. ON PLAN)- FAA
<br /> " FASTENERS AT ELEVATED SHEAR WALLS. 1, 15/32" PLYWOOD PER G.SN. DESIGN
<br /> M. SEE ARCH'L. AND/OR CIVIL DWGS.FOR EXTERIOR SLABS, WALLS, ETC. 2, Bol AT 6" o.c. BOUNDARY FASTENERS (DIAPHRAGM BOUNDARIES, SHEAR PANEL
<br /> 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 23/50.8 FOR PIPES/CONDUIT AT FTGS. PIPES/CONDUIT SHALL NOT MASONRY LINTEL (ML) SCHEDULE MAX.) IN SHEAR WALL. 3. 8d AT 6" o.c. EDGE FASTENERS (AT SUPPORTED PANEL EDGES).
<br /> PASS THRU NOR BE LOCATED BENEATH ISOLATED PAD FOOTINGS, 4. 8d AT 12" o.c.FIELD FASTENERS (ALONG INTERMEDIATE FRAMING MEMBERS). A r C hi t e C t u r a
<br /> H. SEE DETAIL 13/50.6 FOR FRAMING REQUIREMENTS AT ADJOINING SHEAR WALL PANEL 5. ALTERNATE FASTENERS: 16 GAUGE x 0.0625" DIA. x 1 3/4" LONG (w/ 7/16" MIN. CROWN Solutions Group
<br /> O. SEE DETAIL 301/56.2 FOR TYPICAL TRASH ENCLOSURE WALLS. EDGES. WIDTH) STAPLES ORIENTED LENGTH WISE PARALLEL w/FRAMING MEMBER SPACING TO p
<br /> VERT. WALL REINFORCING REMAIN AS NOTED ABOVE. 1 101 Central Expressway South
<br /> P. REFER TO DETAIL 119/54.3 FOR TYPICAL SITE POLE FOUNDATION HOOK BOTTOM END. I. ALL PLYWOOD SHEAR WALL SHEATHING SHALL BE INSTALLED PRIOR TO FRAMING 6. F / HATCHED AREA INDICATES BLOCKED DIAPHRAGM w/ IOd At 4" o.c. At Suite 100
<br /> PERPENDICULAR WALLS AND POPOUTS. EDGES AND BOUNDARIES AND 12" oz.FIELD U.N.O. Allen, TX 75013
<br /> CONTACT: EVERETT FIELDS
<br /> J. WHERE STAGGERED 5IMP50N SDWS SCREWS ARE SPECIFIED, SEE DETAILS BELOW: M. FASTENERS SHALL BE PLACED NOT LESS THAN 3/8" FROM PANEL EDGES AND SHALL BE (469) 619-1164
<br /> FIRMLY DRIVEN INTO FRAMING MEMBERS. PANEL JOINT SHALL BE CENTERED ON FRAMING EFIELDS@PMDGINC.COM
<br /> CENTER MEMBER. NO UNBLOCKED PANELS LESS THAN 24" WIDE SHALL BE USED. PROVIDE 1/8"
<br /> 5/8" 17/16" SCREWS IN GAP BETWEEN ROOF SHEATHING PANELS.
<br /> 0-w UPRIGHT
<br /> LU� MEMBERS N. REFER TO DETAIL 16/50.7 FOR TYPICAL NON-LOAD BEARING PARTITION ATTACHMENT TO
<br /> =3LU (2) 2x OR 3x ROOF FRAMING.
<br /> REINFORCEMENT (y u MIN. AT 6W20
<br /> PER SCHEDULE 0 (D AND 5W21 O. TYPICAL CANOPY ROOF DECK SHALL BE 1 1/2" x 20 GA. 8-36 DECK PER G.S.N. U.N.O. \NEER
<br /> � w DECK ATTACHMENT TO ROOF FRAMING, INCLUDING EDGES OF OPENINGS AND
<br /> p DRAG/COLLECTOR ELEMENTS NOTED ON PLAN, SHALL BE AS FOLLOWS U.N.O. :
<br /> x FLAT MEMBER BELOW PLYWOOD UPRIGHT MEMBERS BELOW PLYWOOD U)z o o
<br /> SUPPORTS PERPEND. TO DECK SPAN: (5) PUDDLE WELDS PER SHEET w 2�a v N BOTTOM PLATE BOTTOM PLATE SUPPORTS PARALLEL TO DECK SPAN: PUDDLE WELDS AT 12" o.c. "" p Q o CM
<br /> Z CM
<br /> MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING SIDE SEAM CONNECTIONS: BUTTON PUNCHES AT 12" o.c.,
<br /> A.B. AT CONC. NAIL AT WOOD PUNCHLOK 11 NERCO DECK ONLY) AT 24" o.c., ~
<br /> SHORE LINTEL UNTIL GROUT 15/32" PLYWD. 10d AT 4" o.c. OR DELTAGRIP (ASC DECK ONLY) AT 24 .c
<br /> is * 5�P
<br /> STAGGER AT o . � �J3�
<br /> REACHES DESIGN STRENGTH ONE SIDE OF WALL. 1/2" DIA. A.B. AT
<br /> 5W12 (2) 2x OR 3x FRAMING AT BOTTOM PLATE 106 AT 12" o.c. 19" oc 16d AT 2" o.c. P. �DENOTES FUTURE SOLAR ZONE PER ARCH'L. TRUSS MFR TO DESIGN TRUSS
<br /> ADJOINING PANEL EDGES & ADJOINING TOP CHORD FOR ADDITIONAL 5.0. PSF DEAD LOAD
<br /> PANEL EDGES
<br /> A. EXTEND GROUT, OPEN END MASONRY UNITS AND REINFORCING 2'-0" MIN. PAST EACH EDGE IOd AT 2" oz. Q. REFER TO DETAIL 234/55.5 FOR KITCHEN HOOD ANCHORAGE AND ATTACHMENTS
<br /> OF OPENING WHERE POSSIBLE. AT WALL CORNERS OR OTHER INTERFERENCE, EXTEND 15/32" PLYWD, STAGGER AT 5DWS22400D5
<br /> REINFORCEMENT AS FAR AS POSSIBLE INTO ADJACENT MASONRY AND HOOK ENDS WITH BOTTOM PLATE lOd AT 12"
<br /> ONE SIDE OF WALL. R 1/2" DIA. A.B. AT SCREWS AT REFER TO DETAIL 233/55.4 FOR RTU UNIT ANCHORAGE AND ATTACHMENTS
<br /> STANDARD W DEGREE HOOK. SW17 (2) 2x OR 3x FRAMING AT o.c. Il" O.C. 4" o.c.
<br /> ADJOINING PANEL EDGES & ADJOINING STAGGERED Prototype : P4E- HV 2020 -2.0 RELEASE
<br /> B. ENDS OF LINTEL TO BE BUILT INTO ADJACENT WALL OR PILASTER WITH RUNNING BOND PANEL EDGES S. ROOF FRAMING MEMBERS SHOWN ON PLANS INDICATE PRE-FABRICATED WOOD TRUSSES
<br /> JOINT.
<br /> SPACED AT 24" o.c.MAX, U.N.O. Prototype Issue Date: 7.14.2020
<br /> STEEL COLUMN (SC) SCHEDULE Design Bulletin Updates: --
<br /> MARK GROUT DEPTH REINFORCING VERTICAL REINFORCING NOTES Date Issued: Bulletin Number:
<br /> MLI 12" (2) *5 AT BOTTOM S AT 24" o.c. A. FOR BASE PLATE CONFIGURATION, A.R PATTERN, AND COLUMN-TO-BASE PLATE
<br /> CONNECTION, SEE 19/50.7, U.N.O. ON PLANS
<br /> B. STANDARD EFFECTIVE ANCHOR ROD EMBEDMENT = 8" U.N.O. EFFECTIVE EMBEDMENT 1ST BLDG. SUBMITTAL
<br /> SPECIFIED DENOTES MIN. DISTANCE REQ'D. BETWEEN T.O. CONCRETE AND T.O. EMBEDDED
<br /> NUT U.N.O.
<br /> C. ORIENT LONG DIMENSION OF BASE PLATE PARALLEL TO WEB OF WIDE FLANGE COLUMN
<br /> U.N.O.
<br /> MARK SIZE BASE PLATE NOTES
<br /> SCI W8x31TYPE "B" REFER TO DETAIL
<br /> I" x IS" x 1'-6" w/ (8) 1" DIA. A.R. 116/54.2
<br /> 5C2 H554x4x1/4 _ REFER TO
<br /> DETAILS 236/55.5 REVISIONS:
<br /> TYPE "A" REFER TO DETAIL 12.22.2020 1st Building Submittal
<br /> 5C3 H553x3xl/4 3/6" x 7" x V-4" w/ 5IMP50N 3/6" DIA. TITEN 107/54.1 1
<br /> HD ANCHORS 2
<br /> TYPE "A" REFER TO DETAIL
<br /> 5C4 H554x4x1/4 1/2" x 8" x U-8" w/ (4)5IMP50N 1/2" DIA. x 3" 3
<br /> TITEN HD ANCHORS (STAINLESS STEEL) 302/56 2 4
<br /> REFER TO 5
<br /> 5C5 H554x4x1/4 - DETAILS 306/562
<br /> AND 307/56.2 6
<br /> TYPE "C" REFER TO DETAIL 7
<br /> SC6 HSS6x4xl/4 3/6 x 5" x P-6" w/ (4) DIA. A.R. 122/54.3 8
<br /> Sheet Title:
<br /> NOTES AND
<br /> SCHEDULES
<br /> Date: 12.07.2020
<br /> Project Number: 202175
<br /> Drawn By: TA/CAD
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