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4(d) OR Ile EQ. EQ. 1. SIMPSON MST136 OR ST6224. 16d SILL
<br />R 8 d) 2 1/2" MIN. SHEAR EDGE FIELD SHEAR A35 / LTP4 A. B. SPECIAL I S P E CITPR O F SAP A
<br />( 2. BEAM PER PLAN. PANEL SHEATHING NAILING NAILING CAPACITY SPC'G PLATE NAIL SPC'G
<br />TYPE (COMMON) (COMMON) (PLF) (IN. o/c) SPC'G (IN. o/c)
<br />8(d) R 3. (2) 2X TOP PLATE. (IN. o/c)
<br />4. SIMPSON'A35' AT TOP & BOTT. SPECIAL INSPECTION Planning and B u i d n g Cy
<br />90° BEND 1800 BEND 8�- 2 1 A 8d6"o 280 16 6 32
<br />5. POST PER PLAN. @ /c 1. A FINAL REPORT FOR ALL ITEMS REQUIRING SPECIAL INSPECTION SHALL BE SUBMITTED TO
<br />BEND R= 3(d) FOR #3 THRU #8 2 4
<br />R= 4(d) FOR #9 THRU #11 7 9 6. SILL PLATE. 2 8d's 430 12 4 32 THE CITY OR COUNTY INSPECTION DEPART ENT
<br />48(d) * R= 5(d) FOR #14 THRU #18 Outer third of 3 7. POST OR MULT. STUD. @ 4"o/c (3x SILL) 2. ALL SPECIAL INSPECTORS SHALL BE ON THE NPPROVED LIST OF THE CITY OR COUNTY WITH JJS STRUCTURAL
<br />span only "" STRUCT 1 8d s THE APPROPRIATE CERTIFICATION FOR THE ORK TO BE PERFORMED
<br />8. (3) 16d EA. SIDE. B @ 12"o/c INCORPORATED
<br />* INCREASE LENGTH BY 30% FOR TOP 8d s 550 12 3 24 3. ALL SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIOOlympic D r i v e
<br />BARS (HORIZONTAL BARS SO 9. 2X STUDS. @ 3"o/c (3x SILL) IN ACCORDANCE WITH SECTION 1705.3 AN TABLE 1705.3, AS FOLOA gton Beach, CA 92h46
<br />PLACED THAT MORE THAN 12" OF ppero 7 1 4- 4 9 6- 6 7 7 2
<br />FRESH CONC. IS CAST IN THE
<br />WIRE TIE END MEMBER BELOW, EXCLUDE WALLS) 5 A 8d's 16
<br />LAP SPLICE 6 4 4 @ 2"o/c 730 8 2 (3x SILL) TYPE F MC
<br />J �fEc1j T I o AN"
<br />i:c
<br />113 Joist I SP C ON I N
<br />1/4 Joist depth. Max.
<br />?' a� 10d's 10d's 12 INSPECT REINFORCEMENT, INCLUDING
<br />'Lim O b` depth, Max. (� 2" Min. �" STRUCT I 870 6 2 PRESTRESSING TENDONS, AND VERIFY PLA EMENT X FtOFESS/0
<br />? @ 2"o/c @ 12"o/c (3x SILL) �Q SKU� Ny
<br />ZPIP j�0 EQ. EQ. REINFORCING BAR WELDING:
<br />Z O { 2 Min. 8d's 8d's %4"xb" SDS 12 > s G)
<br />3 1100 6 @ 5"o/c, VERIFY WELDABILITY OF REINFORCING BA Xo C67712 z
<br />Q CROSSTIE 1/3lolst Uj m
<br />depth, Max. DBL @ 3"o/c @ 12"o/c STAGG. (3x6 SILL) OTHER THAN ASTM A706; uJ xp.06/30/25 m
<br />F-- 1/6 Joist
<br />Q 10 depth, Max. . . �______ . s �Q
<br />p " STRUCT 1 8d's 8d's A34's @ XN6" SDS 8 +� ter I X I CIV1�
<br />� Z A 32 1460 @ 3"o/c, INSPECT SINGLE -PASS FILLET WELDS, MAXI U 7F OQ�
<br />�F C A��F
<br />STAGG.
<br />C
<br />STIRRUP 0 � � DBL EACH FACE @ 2"o/c @ 12"o/c 4"o/c (3x6 SILL) AND
<br />06�J N D= 4(d) FOR #3 THRU # \/ 2 1 %4"x6" SDS INSPECT ALL OTHER WELDS : X
<br />? Q D= 6(d) FOR #6 THRU # 10d's 10d's A34's @ b
<br />sr,2i�2 1740 @ 3"o/c,
<br />?� 7 q DBL @ 2"o/c @ 12"o/c 3"o/c STAGG. (3x6 SILL) INSPECT ANCHORS CAST IN CONCRETE X
<br />�%i Z NOTE: RESTRICTIVE NOTICE
<br />INSPECT ANCHORS POST -INSTALLED IN H DENED
<br />U O 1 1. FRAMING AT ADJOINING PANEL EDGES FOR SHEAR WALL TYPES 2, 3, 4 & 5 SHALL BE 3" NOMINAL CONCRETE MEMBERS.
<br />Z N 1. PUT CROSSTIE W/ EACH STIRRUP
<br />Z "C� OR WIDER. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. OF JJS STRUCTURAL, INC. AND MAY NOT BE
<br />LL ALT.135°BENDS NOTCHING / BORING - SAWN JOISTS 9 TYP. POST TO BEAM CONNECTION ✓ CONSENT
<br />FANOFTCEROFOURFIR EN
<br />Q � 2. STUDS MUST BE SPACED AT 16"o/c, MAX. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY X CONSENT OF AN OFFICER OF OUR FIRM. THE
<br />p 2. ALL BENDS SHALL BE MADE COLD 3. 8d COMMON NAILS ARE 2"'x0.131" & MUST HAVE A MIN. PENETRATION OF 1a" INTO FRAMING OR UPWARDLY INCLINED ORIENTATIONS TO RESIST PLANS ARE ONLY TO BE USED FOR THIS
<br />i SUSTAINED TENSION LOADS SPECIFIC PROJECT AND ARE NOT APPLICABLE
<br />4. 10d COMMON NAILS ARE 3"x0.148" & MUST HAVE A MIN. PENETRATION OF 1q" INTO FRAMING TO ANY OTHER STRUCTURE.
<br />TIE OR HOOK 2 8 1 3 1. DOUBLE TOP PLATE 5. USE 3"x3"x0.229" PLATE WASHERS AT ALL SHEAR WALL ANCHOR BOLTS
<br />6. DBL SIDED SHEAR WALLS SHALL BE FRAMED WITH 2X6 STUDS AT 16"o/c, MIN. MECHANICAL ANCHORS AND ADHESIVE ANCHORS X
<br />2. 2X FULL HEIGHT STUDS AT 16"o/c 7 OFFSET PANEL JOINTS ON OPPOSITE FACES OF DBL SIDED SHEAR WALLS NOT DEFINED ABOVE REVISIONS DATE
<br />RE BA R LAP/BENDS 13 3. 2X CRIPPLE STUDS AT 16"o/c VERIFY USE OF REQUIRED DESIGN MIX X
<br />DO PRIOR TO CONCRETE PLACEMENT, FABRICATE 1Q PLAN CHECK 03/17/25
<br />4. HEADER, PER PLAN SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP
<br />1. REINFORCING MAY E CONTINUOUS L = 30 BAR DIAMETERS (CONCRETE) ► SHEAR WALL SCHEDULE 1 X
<br />OR ADD BARS OF THE SAME SIZE &SPACING L = 40 BAR DIAMETERS (MASONRY) - 5. FULL HEIGHT KING STUD, EACH AND AIR CONTENT TESTS, AND DETERMINE THE
<br />AS THE WALL / FOOTING REINFORCING SIDE W/ (4) 16d NAILS TO HEADER TEMPERATURE OF THE CONCRETE
<br />L
<br />Notch d INSPECT FORMWORK FOR SHAPE, LOCATION AND
<br />L 1 1 depth < 1/4d 6. 2X TRIMMER, U.N.O. ON PLANS
<br />Hole edge 2 1 4 3 DIMENSIONS OF THE CONCRETE MEMBER BEING X
<br />Outer
<br />distance > 5/8",�� 7. 2X WINDOW SILL, WHERE OCCURS 1. RIM JOIST OR BLOCKING. FORMED
<br />--- �4
<br />^I span onlmyy of O _ 8. LOCATE 2X CRIPPLE STUD BELOW 2. FRAMING CLIPS PER PLAN. USE 3.1. EXCEPTIONS: SPECIAL INSPECTIONS AND TESTS SHALL NOT BE REQUIRED FOR:
<br />Hole diameter WINDOW SILL AND ABOVE ENDS A35's AT ROOF LEVEL AND LTP4's AT
<br />3.1.1. ISOLATED SPREAD CONCRETE FOOTINGS OF BUILDINGS 3-STORIES OR LESS ABOVE
<br />< 2/5d OF HEADER FLOOR LEVEL.
<br />Stud Single Stud Hole diameter -_-_-_ • __-_-_• -_- -__ -_____ GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK
<br />J : r----Tr---_I.r---� r---Tr---�T---- 3. PROVIDE EDGE NAILING (E.N.) AT 3.1.2. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS 3-STORIES
<br /><3/5d 7
<br />Double Stud ^_ _ ^ 9. 2X SILL PLATE I I I I I'
<br />. I LI LI I I LI LI I . ALL PANEL BOUNDARIES. OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OF ROCK
<br />1 I II II I' I II II I
<br />LI LI I I LI LI I Plate ------ -- _ 4
<br />WHERE:
<br />F_ 1T r --IDOUBLE 2x TOP .
<br />3.1.2.1. THE FOOTINGS SUPPORT WALLS OF LIGHT -FRAME CONSTRUCTION
<br />Ll Hole edge I I I I I
<br />I• I I I I I I distance > 5/8" 5. ADJOINING PANEL EDGE w/ (2) 3.1.2.2. THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A COMPRESSIVE
<br />I I I I I I I LI LI I .I LI LI I
<br />I I I I I I I I I• I I I I I I ROWS OF E.N. STRENGTH, f'c, NOT MORE THAN 2500psi, REGARDLESS OF THE COMPRESSIVE
<br />SINGLE LAYER INTERSECTION SINGLE LAYER CORNER I I I I I I.I I.I I .I I.I I.I I • STRENGTH SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS OR
<br />I I I I I I I I I r I I I I I I ' 6. FIELD NAILING (F.N.) PER SHEAR
<br />USED IN THE
<br />FOOTING CONSTRUCTION.> WALL SCHEDULE. 3.1.2.3. NON-STRUCTURAL CONCRETE SLABS, PATIOS, DRIVEWAYS AND SIDEWALKS
<br />L .I 7. END POST, PER PLAN. USE 2-2x4 ON GRADELI
<br />MIN.
<br />I I I I I I I I I I I I' I I I I I I �
<br />Li LI I .I Li
<br />I• I I I I I 8. SILL PLATE OR MUD SILL PER SHEAR 4. SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT CD
<br />I Li LI I .I Li LI I
<br />I I I I I• I I I I I WALL SCHEDULE AND LOAD -BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THIS N
<br />I.I I.I I .I I.I I.I I • 9. 2X STUDS AT 16"O/C, MAX. SECTION 1705.6. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION 0`
<br />I I I I I• I I I I
<br />DOCUMENTS PREPARED BY JJS STRUCTURAL SHALL BE USED TO DETERMINE COMPLIANCE. Q
<br />110. HOLDOWN, PER PLAN. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS
<br />9 I I I • I I I I I AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED b
<br />� 1 I LI LI I .I LI LI I C
<br />I I I I I 11. ANCHOR BOLTS OR SILL NAILING GEOTECHNICAL REPORT. Q
<br />NOTCHING BORING -STUDS 10 TYPICAL STUD WALL OPENING 6 ii ii ii ii i PER SHEAR WALL SCHEDULE 4.1. EXCEPTION: WHERE A SOILS REPORT IS NOT REQUIRED, THE SPECIAL INSPECTOR SHALL d
<br />I.I I.I I .I I.I I.I 12. REFER TO SHEAR WALL SCHEDULE VERIFY THAT THE IN -PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN
<br />I II II I' I II II I
<br />I.I I.I I.I I.I FOR REQ'D POST SIZE 90% OF THE MAX. DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN Ul)
<br />I.1 I 1 i.i i.i ACCORDANCE WITH ASTM D1557 ,
<br />1. TYPICAL ROOF OR FLOOR JOIST 1. 16d SINKER NAILS AT 8"o/c. MIN. (8) I I I I I I Iv
<br />DOUBLE LAYER INTERSECTION DOUBLE LAYER CORNER I.I I.I I.I v
<br />4 1 NAILS EACH SIDE OF SPLICE, U.N.O. I I I I I• I I I I I 10 CONTINUOUS PERIODIC � �
<br />2. DOUBLE JOIST AT HEAD OUT, TYP. AND PER TABLE BELOW u _ _ _ .L1 _-u_ _iI__ .i TYPE SPECIAL SPECIAL to
<br />C 0-
<br />WALL / FOOTING INTERSECTION 14 1 2 1
<br />3. SIMPSON 'HU' HANGER, TYP. 2. TYPICAL WALL STUDS AT 16"o/c II II II it INSPECTION INSPECTION c
<br />VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS O 00)
<br />3 3. LOCATE STUD UNDER SPLICE OR q b 5 8 11 ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X
<br />PROVIDE 2X BLK'G ATTACHED TO
<br />ADJACENT STUDS W/ (3) 16d's NOTES: CAPACITY 0- u u
<br />EACH SIDE VERIFY EXCAVATIONS ARE EXTENDED TO PROPER N O O
<br />4. NUMBER OF NAILS SPECIFIED 1. NAILS SHALL BE DRIVEN TIGHT, BUT NOT FRACTURE THE SURFACE OF THE SHEATHING DEPTH AND HAVE REACHED PROPER MATERIAL X 0 L -O
<br />BETWEEN SPLICING POINTS PER 2• SEE GENERAL NOTES FOR SHEATHING TYPE, THICKNESS, RATING AND NAIL SCHEDULE Q O
<br />TABLE BELOW 3. PROVIDE MINA" EDGE DISTANCE AT FRAMING MEMBER & 16" TO EDGE OF DIAPHRAGM PERFORM CLASSIFICATION AND TESTING OF Z � b
<br />5 4. ALL PANEL EDGES SHALL BE FULLY SUPPORTED BY FRAMING MEMBERS w/ EDGE NAILING. COMPACTED FILL MATERIALS X
<br />NAIL SPLICE 5. SIMPSON STRAP PER TABLE BELOW Q
<br />In
<br />5. USE 3"x3"0.229" PLATE WASHERS AT ALL SHEAR WALL ANCHOR BOLTS M
<br />EQ EQ 6. ALTERNATE LOCATION OF STRAP VERIFY USE OF PROPER MATERIALS, DENSITIES AND � C
<br />LIFT THICKNESSES DURING PLACEMENT AND X
<br />MAX 7. CONT. LOWER PLATE AT WALL TYPICAL SHEAR WALL FRAMING 2 COMPACTION OF COMPACTED FILL Q
<br />PRIOR TO PLACEMENT FILL,;., Q SUBGRADE AND VERIFYOTHAOT SITE CTED HAS BEEN NSPECT X -
<br />cM1l V �
<br />M
<br />1. 24" MIN. UNLESS FULLY BLOCKED PREPARED PROPERLY
<br />3 3 2 NOTES: @ ALL EDGES.
<br />a. FULLY NAIL STRAP W/ 16d SINKER 5. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND
<br />6 OR 10d COMMON NAILS 2. ROOF OR FLOOR SHEATHING. DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO
<br />STRAP SPLICE b. NAILS SHALL BE STAGGERED AND
<br />AT LEAST 2 1/4" APART 3. CONT. PANEL EDGE. ADD 2x FLAT OTHER COMPONENTS OF THE SEISMIC -FORCE RESISTING SYSTEM, WHERE THE FASTENER
<br />BLK'G & E.N. WHEN BLOCKED SPACING OF THE SHEATHING IS 4"o/c OR LESS.
<br />DIAPHRAGM IS SPECIFIED.
<br />1 2 3 4
<br />A B C D E 4. DIAPHRAGM BOUNDARY w/ B.N. 6. THE SPECIAL INSPECTION AND NON-DESTRUCTIVE TESTING OF ALL STEEL CONSTRUCTION IN
<br />° ° °°, °„ ,,, ,,, PER PLAN. BUILDINGS,U AND PORTIONS THEREOF MUSTAS REQUIRED
<br />NO. OF 16d SINKER 10 16 24 36 48 CBC SECTION 1705.2 AND THE QUALITY CONTROL AND QUALITY ASSURANCE INSPECTION
<br />° 5. DISCONTINUOUS PANEL EDGE w/ REQUIREMENTS OF AISC 360, CHAPTER N.
<br />MIN. PLATE LAP 4 FT 4 FT 6 FT 8 FT 8 FT 5 E.N. PER PLAN.
<br />ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 MST48 MST60 ° 6. FIELD NAILING, F.N., PER PLAN. 7. PER CBC SECTION 1705.4, THE SPECIAL INSPECTION AND TESTS OF MASONRY
<br />CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALITY ASSURANCE
<br />7. 1/8" GAP, U.N.O. PROGRAM REQUIREMENTS OF TMS 402 AND TMS 602, AS SET FORTH IN TABLES 3 & 4, LEVEL 3
<br />TYPICAL JOIST HEAD OUT 11 TYPICAL TOP PLATE SPLICE 7 6 8. DIRECTION OF FACE GRAIN, REQUIREMENTS AND CBC CHAPTER 21. ADDITIONALLY, THE QUALITY ASSURANCE PROGRAM
<br />° PERPENDICULAR TO SUPPORTS. IS OUTLINED IN CBC SECTION 2105.
<br />° 7 9. ROOF OR FLOOR FRM'G MEMBERS.
<br />1 2 1. JOIST OR TRUSS BTM CHORD
<br />NOTES:
<br />2. SIMPSON'STC' AT EA, CONNECTION
<br />OR 24"o/c, MAX 161°min. ° a. STAGGER JOINTS AS SHOWN.
<br />° b. NAILS SHALL BE DRIVEN TIGHT, BUT
<br />3. 3/4" GAP BETWEEN BTM CHORD OR ° ° ° NOT FRACTURE THE SURFACE OF THE
<br />JOIST & 1 x TOP PLATE ° ° SHT'G.
<br />1. ROOF SHEATHING 4. 1x OVER 2x PLATE, TYPICAL AT NON- ° ° ° c. SEE GENERAL NOTES FOR SHT'G TYPE J
<br />4 3 BEARING WALLS. ° ° THICKNESS, RATING AND NAIL
<br />2. TYPICAL ROOF JOIST ° ° SCHEDULE.
<br />5. 2x BLOCKING AT 24"o/c w/ 16d NAIL ° d. PROVIDE MIN. 3/8" EDGE DISTANCE O
<br />3. TYPICAL BLOCK AT EACH END Q
<br />PERPENDICULAR ° AT FRAMING MEMBER & 5/16" TO
<br />4. DOUBLE OR TRIPLE UP A35's AT 6. 2x SILL PLATE w/ 16d COMMON j EDGE OF DIAPHRAGM. LL'
<br />1 6 ADJACENT BLOCK WHERE SHEAR NAILS AT 16"o/c OR 16d BOX NAILS ° ° ° e. ALL DIAPHRAGM BOUNDARIES ( ]
<br />WALL CONDITION DICTATES AT ^� AT 12"o/c TO JOIST OR BLK'G BLW. SHALL BE FULLY SUPPORTED BY �/ Q
<br />USE SHOT PINS PER NOTES ON
<br />TIGHTER SPACING THAN 24"o/c 2 5 FRAMING MEMBERS w/ B. N. LLI
<br />5. VENTILATION SCREEN SHEET SN1 AT SLAB CONDITION. f. T&G EDGE TO BE LOCATED AT CONT. J
<br />O O 6. TYPICAL EDGE NAILING J PANEL JOINT.
<br />LEI g. MAX. UNSUPPORTED SHT'G LENGTH IS 24". �
<br />/tD
<br />Q 1 8 9 PROVIDE ADEQUATE FRAMING Z U
<br />r - -
<br />MEMBERS TO LIMIT SPAN.
<br />2 4 4 TYPICAL DIAPHRAGM FRAMING 3 < }-
<br />� 4
<br />5 ti 4 ti I U
<br />ILU
<br />U i PARALLEL
<br />I
<br />� I
<br />3 3" �4Y," 4X' , 3" I 6
<br />�r )
<br />BOTTOM OF WALL
<br />TYPICAL VENT BLOCK 1121 NON -BEARING WALL 18
<br />JOB NO.: 24058
<br />ISSUE DATE: 11/07/24
<br />SCALE: N/A
<br />SHEET NO.
<br />4 SN2
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