My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2201 W Seventh St - Plan
PBA
>
Building
>
ProjectDox
>
S
>
Seventh St
>
2201 W Seventh St
>
2201 W Seventh St - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2025 2:47:51 PM
Creation date
6/6/2025 1:18:30 PM
Metadata
Fields
Template:
Plan
Permit Number
101120873
Full Address
2201 W Seventh St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
PDC <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br /> <br /> <br />2 <br />2 <br />0 <br />1 <br /> <br />W <br /> <br />7 <br />t <br />h <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />. <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 24058 <br />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />07/14/2024 <br />1 <br />2 <br />3 <br />4 <br />6 <br />TYPICAL FLOOR/ROOF OPENING DETAIL <br />PROVIDE EDGE NAILING TO <br />ALL EDGES OF OPENING. <br />DOUBLE JOIST OR RAFTER <br />EACH SIDE OF OPENINGPER SCHEDULE <br />SIMPSON HANGER <br />BLOCKING WHERE <br />(PROVIDE FILLER <br />REQUIRED)NOTE: <br />JOIST OR RAFTER <br />SEE PLAN <br />OPENING <br />SEE PLAN <br />BEAM OR GIRDER <br />8'-0" MAX. <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />TYPICAL CONNECTION DETAIL <br />SIMPSON A34 <br />2x STUD AT EACH <br />SIDE w/ 16d AT <br />12"o.c. STAGGERED <br />EACH SIDE OF POST @PROVIDE SIMPSON (4)A35 <br />HI & LOW TOP PLATE. <br />POST PER PLAN CEILING JOIST PARALLEL TO WALL <br />NEW CEILING JOIST <br />PER PLAN. <br />2x8 LEDGER <br />w/ (2) 16d'S NAIL @ 16" <br /> OC INTO STUDS <br />STUDS WALL <br />CEILING JOIST PERPENDICULAR TO WALL <br />NEW CEILING JOIST <br />PER PLAN. <br />2x8 LEDGER <br />w/ (2) 16d'S NAIL @ 16" <br /> OC INTO STUDS <br />SIMPSON HANGER JOIST.1/2" DRYWALL AT <br />BOTTOM OF <br />CEILING JOISTS <br />CEILING JOIST TO WALL DETAIL <br />PERPENDIULAR TO <br />ROOF FRAMING <br />PARALLEL TO <br />ROOF FRAMING <br />2x STUD SEE <br />ARCH'L FOR <br />SIZE AND <br />SPACING <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />. <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />. <br />2x6 BLOCKING <br />W/SIMPSON "LUS" <br />HANGER EA. END <br />SIMPSON "DTC" <br />CLIP @48"o.c.SIMPSON "DTC" <br />CLIP @48"o.c. <br />CEILING <br />SEE ARCH'L <br />(2)2x TOP <br />~P'S <br />CEILING <br />JOIST <br />TYPICAL NON-BEARING PARTITION WALL <br />AT ROOF FRAMING DETAIL <br />9 <br />10 <br />11 STUD NOTCHING AND BORING <br />DBL. TOP PLATES <br />STUD, TYP. <br />BORED HOLE MAX. <br />DIAMETER 40% <br />OF STUD DEPTH <br />5/8 " MIN. <br />TO EDGE <br />NOTCH MUST <br />NOT EXCEED 25% <br />OF STUD DEPTH <br />BORED HOLES SHALL <br />NOT BE LOCATED IN <br />THE SAME CROSS <br />SECTION OF CUT OR <br />NOTCH IN STUD <br />IF HOLE IS BETWEEN 40% <br />AND 60% OF STUD DEPTH <br />THEN STUD MUST BE <br />DOUBLE AND NO MORE <br />THAN TWO SUCCESSIVE <br />STUDS ARE DOUBLE AND <br />SO BORED <br />25% <br />40%5/8 " <br />D <br />NOTCH/BORE <br />% OF STUD <br />2x4 <br />STUDS <br />2x6 <br />STUDS <br />2x8 <br />STUDS <br />25% <br />40% <br />60% <br />7/8" <br />1-3/8" <br />2" <br />1-3/8" <br />2-1/8" <br />3-1/4" <br />1-3/4" <br />2-7/8" <br />4-1/4" <br />DBL. TOP PLATES <br />STUD, TYP. <br />BORED HOLE MAX. <br />DIAMETER 60% <br />OF STUD DEPTH <br />5/8" MIN. <br />BORED HOLES SHALL <br />NOT BE LOCATED IN <br />THE SAME CROSS <br />SECTION OF CUT OR <br />NOTCH IN STUD <br />TO EDGE <br />NOTCH MUST <br />NOT EXCEED 40% <br />OF STUD DEPTH <br />40% <br />60% <br />MIN. <br />D <br />D60% <br />MIN.D <br />D <br />D <br />60%D5/8 " <br />D <br />12 <br />13 ROOF/FLOOR DIAPHRAGM LAYOUT <br />FIELD <br />NAILING <br />EDGE NAILING <br />AT ALL BLOCKED <br />EDGES <br />BLK'G. AT <br />DIAPHRAGM <br />EDGES <br />EDGE <br />NAILING <br />BLOKED <br />SHT'G. <br />UNBLOKED <br />SHT'G. <br />SHEATHING <br />ABOVE <br />FRAMING <br />MEMBERS <br />BELOW <br />FIELD <br />NAILING <br />EDGE <br />NAILING <br />NO EDGE <br />NAILING AT <br />UNBLOCKED <br />EDGES <br />NOTE: <br />1.SEE SHEET EOR PLYWOOD THICKNESS, NAILING AND ADDITIONAL NOTES. <br />2.PANELS SHALL NOT BE LESS THAN 4 FT. X 8 ET. EXCEPT AT BOUNDARIES AND <br />CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSIONS SHALL BE 24" UNLESS <br />ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY FRAMING MEMBERS <br />OR BLOCKING. <br />3.LONG DIMENSION OF PLYWOOD SHALL RUN ACROSS (PERPENDICULAR TO) JOISTS <br />OR RAFTERS. <br />4.NAILS SHALL NOT BE DRIVEN THROUGH OUTER PLY. <br />5.BLOCKED SHT'G. (WHERE INDICATED) REQUIRES ALL PANELS EDGES TO RECEIVE <br />EDGE NAILING. <br />6.WHERE JOISTS OR RAFTERS LAP SPLICE OCCURS AND PLYWOOD JOINT IS <br />CONTINUOUS. <br />VENEER TO WOOD WALL <br />STEEL ANGLE SCHEDULE <br />SIZE <br />L4x3 1/2x3/8 <br />L6x3 1/2x1/2 <br />L7x4x5/8 <br />8'-0" <br />14'-0" <br />16'-0" <br />EXTERIORSHEATHING <br />SEE ARCH. FOR <br />INSULATION ANDMEMBRANE <br />STUD WALLPER PLAN <br />BEAM ORHEADERPER PLAN <br />1/2" DIA. LAG SCREW <br />@12" O.C. WITH 2.5" <br />MIN. EMBED TO BEAM <br />OR HEADER <br />LLV STEEL ANGLE SUPPORT 3'-6" VENEER <br />HEIGHT MAX AND NEED TO EXTENT AND <br />BEAR ON EACH SIDE OF OPENING 4" MIN. <br />SEE SCHEDULE FOR SIZE <br />FERO PAC-TIE WITH 2-#6 x 2" DECK <br />SCREW AND WASHERS AS FOLLOWS: - <br />TYPICAL AT 16" HORIZONTAL AND AT <br />24" VERTICAL - AROUND OPENINGS AT <br />12" HORIZONTAL AND AT 16" VERTICAL - <br />NOT MORE THAN 12" FROM EDGE OF <br />OPENINGS. - LOCATE ROW OF TIES <br />MAX 12" ABOVE BEARING LEVEL AND 8" <br />FROM TOP OF WALL. <br />ADD 9 GAUGE WIRE JOINT REINF. @24" <br />O.C. VERTICAL FOR BUILDING IN SEISMIC <br />DESIGN CATEGORIES C, D, E, F.OPENING <br />SPAN MAX. <br />DRILLING HOLES AND NOTCHING OF THE JOIST <br />D <br />13 SPAN <br />HOLES AND <br />NOTCHES ALLOWED <br />13 SPAN <br />HOLES AND <br />NOTCHES ALLOWED <br />13 SPAN <br />HOLES AND <br />NOTCHES ALLOWED <br />D/3 (RAFT. OR C.J.) <br />D/4 (FLOOR JOIST) <br />D/ <br />6 <br />D/ <br />6 <br />MIN. <br />12"D/ <br />3 <br />MI <br />N <br />. <br />2" <br />MI <br />N <br />. <br />2" <br />D <br />D/ <br />4 <br />ALTERNATE <br />BOTTOM NOTCH <br />NOTE: <br />1.DO NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN. <br />2.MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN. <br />3.THIS DETAIL DOES NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS, THEY <br />MUST BE SPECIFICALLY DETAILED. <br />4.NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVERED SEGMENTS OF JOISTS. <br />5.REFER TO MANUFACTURER'S RECOMMENDATIONS FOR NOTCHES AND HOLES WHERE <br />I-JOIST TRUSSES ARE USED. <br />6.ANY OVER CUTS ARE TO BE INCLUDED IN THE MAXIMUM NOTCH DEPTH DIMENSION. <br />JOIST SIZE MAX. NOTCH <br />DEPTH: D/4 <br />MAX. NOTCH <br />DEPTH: D/6 <br />MAX. SIZE <br />HOLE: D/3 <br />2X6 <br />2X8 <br />2X10 <br />2X10 <br />2X14 <br />1-3/8" <br />1-3/4" <br />2-1/4" <br />2-3/4" <br />3-1/4" <br />7/8" <br />1-1/8" <br />1-1/2" <br />1-7/8" <br />2-1/8" <br />1-1/2" <br />2-3/8" <br />3" <br />3-3/4" <br />4-3/8" <br />UPPER TOP <br />PLATE <br />3/8" TYP. <br />SHEAR WALL PENETRATIONS SHEAR WALL NAILING <br />SHEATHING <br />PER PLAN <br />FIELD NAILING <br />6" <br /> <br />M <br />I <br />N <br />. <br />HOLES TO BE <br />MIN. 6" FROM <br />PLATES, TYP. <br />FOR HOLES UP TO 16" SQ., <br />PROVIDE BLKG. AND E.N., <br />HOLES LESS THAN 5" SQ. <br />DO NOT REQUIRE BLKG. OR <br />E.N. <br />EDGE <br />NAILING PER <br />PLAN, TYP. <br />FRAMING MEMBER PER <br />SHEAR WALL SCHEDULE <br />1.SHEAR WALL EDGE NAILING TO HAVE MIN. EDGE DISTANCE OF 3/8". <br />2.WHEN SHEATHING IS NAILED TO TRIMMER, TRIMMER AND KING STUD TO BE STITCH NAILED TOGETHER WITH 16D'S, SPACING TO MATCH EDGE NAILING <br />OF SHEAR WALL. <br />3.SHEAR WALL PENETRATIONS ARE TO BE IN CONFORMANCE WITH THE DETAIL BELOW. LIMIT ONE PENETRATION GREATER THAN 5" SQUARE PER STUD <br />BAY. CUTS TO BE MINIMUM 16" FROM EDGE OF SHEAR WALL, ALL DIRECTIONS. <br />4.CONTACT ENGINEER OF RECORD FOR HOLES LARGER THAN 16" SQUARE. <br />5.TOTAL LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE TOTAL WALL LENGTH. <br />PRESSURE TREATED <br />SILL PLATE w/ A.B.'s PER <br />SHEAR WALL <br />SCHEDULE <br />HOLDOWN AS <br />OCCURS, TYP. <br />2x STUD TYP. MIN <br />3x POST AT SHEAR <br />WALL TYPES 1, 2 & <br />3. <br />SHEAR PANEL w/ <br />E.N. PER PLAN, <br />MIN. WIDTH OF <br />PANEL = 16" <br />2x4 STUDS AT <br />16"O.C. TYP., <br />U.N.O. <br />HDR. 6" DEEP & LESS PROVIDE <br />(2) 16d, TRIM. TO HDR., ADD (1) <br />16d FOR EA. ADD'L 2" OF DEPTH <br />USE LTP4 EA. SIDE WHEN <br />GREATER THAN 2x KING <br />POST <br />2x KING STUD AT NO <br />HOLDOWN CONDITION <br />OR POST PER PLAN AT <br />HOLDOWN CONDITION. <br />PER TABLE ABV. <br />HEADER PER PLAN <br />2x TRIM. U.N.O. <br />STITCH NAIL w/ 16d AT 6" o/c <br />AT SHEAR WALLS, 16d AT 12" <br />o/c AT NON-SHEAR WALLS <br />E.N. PER <br />SHEAR WALL <br />SCHEDULE <br />HOLDOWN <br />AS <br />OCCURS <br />MIN. 1/8" <br />STAGGER AT <br />2" E.N. <br />FRAMING PLATE E.N. INTO UPPER TOP PLATE <br />1/8" <br />3/8"3/8" <br />TYPICAL WALL FRAMING5 <br />SHEAR WALL/ INTERSECTION <br />PLYWOOD AT <br />INTERSECTION w/ POST <br />POST AT PER PLAN <br />INTERSECTION w/o POST <br />16d @ 12" O.C. <br />OUTSIDE CORNER w/ POST <br />NOTE: <br />SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS, <br />ORIENTATIONS AND SCHEDULE REFERENCES <br />DOUBLE 2x, MIN. <br />OUTSIDE CORNER w/o POST <br />DOUBLE-SIDED WALL <br />POST AT PER PLAN <br />16d @ 12" O.C.16d @ 12" O.C. <br />FOR 2x STUD20d @ 6" O.C. <br />FOR 3x STUD <br />PLY. CONT. THRUWALL INTERSECTIONATDOUBLE-SIDEDWALL <br />16d @ 12" O.C. <br />FOR 2x STUD <br />20d @ 6" O.C. <br />FOR 3x STUD <br />2x OR 3x STUD AS <br />REQ'D., TYP. PER <br />S.W. SCHED. <br />7 <br />8WOOD SHEARWALL SILL PLATE ANCHORAGE <br />SHEARWALL <br />WHERE OCCURS <br />SILL PLATE ANCHORAGE <br />PER SHEARWALL SCHEDULE <br />CONCRETE SLAB OR <br />PRECAST PLANK <br />SHEARWALL SHEATHING SEE <br />PLAN AND SCHEDULE <br />PLATE WASHER <br />3 GA x 3 x 3- .229" MIN THICKNESS <br />12" MAX12" MAX <br />E.Q.E.Q. <br />2x4 SHEAR WALLS AND <br />ALL DOUBLE SIDED SHEAR WALLS <br />TYPICAL NON-BEARING PARTITION WALL <br />AT ROOF FRAMING DETAIL <br />PERPENDIULAR TO <br />TRUSS FRAMING <br />PARALLEL TO <br />TRUSS FRAMING <br />2x STUD SEE <br />ARCH'L FOR <br />SIZE AND <br />SPACING <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />. <br />CL <br />R <br />. <br />SIMPSON <br />"DTC" CLIP <br />@48"o.c. <br />CEILING <br />SEE ARCH'L <br />(2)2x TOP <br />~P'S <br />TRUSS <br />BOTTOM <br />CHORD <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />2x6 BLOCKING <br />W/SIMPSON "LUS" <br />HANGER EA. END <br />SIMPSON "DTC" <br />CLIP @48"o.c. <br />TYPICAL NON-BEARING PARTITION WALL <br />AT SAWN LUMBER FRAMING DETAIL <br />FLOOR JOIST <br />PARALLEL TO WALL <br />FLOOR JOIST <br />PERPENDICULAR TO WALL <br />2x BLOCKING <br />@ 24"o.c. <br />(2)16d TOE <br />NAIL AT JOIST <br />TO PLATE <br />2x BLOCKING <br />(CONT.)(2)16d TOE NAIL <br />16d @ 24"o.c.16d @ 16"o.c. <br />TOP PLATE SPLICING, NOTCHING & BORING <br />STANDARD PLATE SPLICE CONDITION <br />ALL EXTERIOR, BEARING OR SHEAR WALLS, U.N.O. ON PLAN <br />PLATE SPLICE COND. <br />PER PLAN <br />NON-LAPPED <br />CHANNEL CONDITION <br />ALLOWABLE TOP PLATE NOTCHING AND BORING <br />ALL EXTERIOR BEARING OR SHEAR WALLS <br />2X UPPER <br />TOP-PLATE <br />(12)- 16d <br />P-NAIL (GUN) <br />EACH SIDE OF <br />SPLICE, U.N.O. <br />(ALT. CS16x36")^3 <br />2X LOWER <br />TOP-PLATE <br />LOCATE <br />STUD AT <br />ALL SPLICES <br />TYPICAL <br />UPSIZED CONDITION WHERE <br />SPECIFICALLY INDICATED ON PLANS <br />ST OR MST TYPE STRAP <br />MUST BE PLACED ON <br />TOP OF UPPER PLATE <br />THE NUMBER OF SPLICES MAY BE <br />REDUCED BY NOT CUTTING PLATES <br />AT INTERIOR WALL INTERSECTIONS <br />THE NUMBER OF SPLICES MAY BE <br />REDUCED BY NOT CUTTING PLATES <br />AT INTERIOR WALL INTERSECTIONS <br />SHIM W(2) - 16d (AT 1X PLATE COND. <br />ONLY) FOR HEIGHT ADJUSTMENT <br />LTP4 PER <br />INTERSECTION <br />CONT. 2-2X <br />TOP PLTS. <br />EXTERIOR <br />WALL <br />1X OR 2X <br />PLATE2X STUD <br />AT CHANNEL <br />EQ.EQ. <br />REQUIRED <br />TOP PALTE <br />SPLICE <br />(PER PLAN) <br />STANDARD <br />ST6224 <br />MST48 <br />CONT. DBL. <br />TOP PLATES <br />"NOTCH/BORE" DIMENSION OR +B2 B1 <br />4,5 <br />2,3STRAP NOT REQUIRED STRAP REQUIRED <br />PLAN VIEW PLAN VIEW <br />ST6236 <br />1 MIN. 1-1/4" <br />MIN. 1-3/4" <br />MIN. 2-5/8" <br />MIN. 3-1/2" <br />MIN. 2-3/4" <br />MIN. 1/2" to 1-1/4" <br />MIN. 1-3/8" to 2-5/8" <br />MIN. 1/2" to 1-3/4" <br />MIN. 2-3/8" to 3-1/2" <br />(1) - CS16 <br />(1) - CS16 <br />(1) - CS16 <br />(1) - CS16 <br />CALL ENGINEER <br />MAX. <br />2" .2" <br />TOP PLATES <br />"NOTCH/BORE" <br />CS16 W/(12)-8d <br />NAILS ON EACH SIDE <br />(WHERE REQ'D. BY <br />CHART ABOVE)NOTCH CONDITION BORE CONDITION <br />1 <br />6" <br />A <br />A B1 <br />B2 <br />48" MINIMUM LAP <br />14 <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />S0.1 <br />2201 W Seventh St <br />12/9/2024
The URL can be used to link to this page
Your browser does not support the video tag.