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1. EDGE NAILING 1. B.N. 1. BOUNDARY NAILING 1. EX'G CONCRETE FOOTING 1. CONCRETE SLAB & REINFORCING, 1. C�S ITY& EI �CII�JN A
<br />2. EX'G CONCRETE SLAB PER PLAN P P N
<br />9
<br />2. ROOF SHEATHING 2. 2x BEVELED BLOCKING w/ A35's AT 2. 2x BEVELED BLOCKING w/ A35's AT
<br />3. ROOF JOISTS, PER PLAN 16" o/c TO TOP PLATE. SHEAR WATOPLATE,SCHEDULE N.O. IN 11 ? 6 3 3. CONCRETE SLAB &REINFORCING, 2. #4 DOWELS AT 18"o/c, SECURED TO SLAB UNDERLAYMENT, PER PL N
<br />PER PLAN EX'G CONCRETE WITH SIMPSON SET�lann*n
<br />3. ROOF SHEATHING. 3G EPDXY (ICC-ES ESR-4507) a n a u i din e n
<br />4. 2x STUD WALL w/ SHEAR PANEL, 1 2 3 4 3. ROOF SHEATHING `�
<br />PER PLAN. 4. ROOF RAFTERS, PER PLAN. 10 4. SLAB UNDERLAYMENT, PER PLAN 3. SLAB UNDERLAYMENT, PER PLAN 4. SHEAR WALL, AS OCCURS, PER PLAN
<br />1 2 3 4. ROOF RAFTERS, PER PLAN 24" LAP -
<br />5. MIN. 8"x8" THICKENED EDGE 1 5 3
<br />5. A35's PER SHEAR WALL SCHEDULE 5. CEILING JOISTS, AS OCCUR. MIN (5) 9 4. COMPACTED SUBGRADE i „ 5. 2x OR 3x P.T.D.F. SILL PLATE w/ 5/8"
<br />FOR ENTIRE LENGTH OF WALL 1 2 1 3 4 10d NAILS AT RAFTER 5. CEILING JOISTS, AS OCCUR. MIN (8) 6. #4 DOWELS AT 18"o/c, SECURED TO MAX A.B. PER SHEAR WALL SCHEDULE
<br />10d NAILS AT RAFTER AND FOUNDATION NOTES ON SN1 S STRUCTURAL
<br />EX'G CONCRETE w/ SIMPSON SET 11
<br />6. BEAM, PER PLAN • • 3G EPDXY, PER ICC-ES ESR-4507 INCORPORATED
<br />- - 6. 2x STUD WALL I I 6. TOP OF NATU .GRADE OR
<br />7. 6" LONG SM TO EACH
<br />RAF SCREW ' • ° 'I 7. I I COMPACTED m p i c Drive
<br />FROM BEAM TO EACH RAFTER 7. SHEAR WALL, AS OCCURS, PER s L Beach, CA 92646
<br />C PLAN I I 7. #4 DOWELS 1pr
<br />8. 2x FASCIA BOARD w/ (2) 16d NAILS `%\\�\\\/ I I 8" 8 EXOLD G SLAB AND OOTIWHERE ONG WERE J 2 1 - (18"INTO SLAB & 12 INT 7 1 4- 4 9 6 6 7 7 2
<br />TO EACH ROOF JOIST 8. SIMPSON 'H1' AT EACH ROOF JOIST i / MONOLITHICALLY POURED, REBAR �" 18 R)
<br />TO TOP PLATE \� DOWEL & A.B. EMBEDMENT MAY BE FOR & 2) #�� I
<br />/ 9. 1x T&G STARTER BOARD \//\\�j MEASURED FROM THE TOP OF SLAB. • •
<br />11 10. 2x FASCIA BOARD w/ (2) 16d NAILS 5 J\j� 9. 2x STUD WALL 4„ RpFESS,
<br />2 6 �pe0� KU 9I9
<br />M 5 10 TO EACH RAFTER \\/\\� 2 q
<br />8 /\/ 10. 2x P.T.D.F. SILL PLATE w/ 5/8"0 �� Qs
<br />8 7 /� \//\ AB's AT 48"o/c, U.N.O. IN SHEAR 2
<br />11. DROP BEAM / HEADER, AS OCCURS, j�• �,
<br />\i WALL SCHEDULE z
<br />7 `� yVo. C67712 PER PLAN //, �/� w &xp. 06 7125 m
<br />4 6 7 X 11. SHEAR PANEL, AS OCCURS, PER
<br />\\\ \\� ;\\\ \\\ \\\ \` PLAN 4 3
<br />%% %/ //\\ 8 w� Master ID: *r�T
<br />• • m V ~ F OF CA1�F�
<br />NOTES: Date:
<br />1
<br />REFER TO DETAIL 1/SD1 FOR ADD'L
<br />INFORMATION a. REFER TO FOUNDATION NOTES
<br />12" ON SN-1 FOR ADD'L INFO. RESTRICTIVE NOTICE
<br />OF JJS SHEAR TRANSFER 26 SHEAR TRANSFER 21 SHEAR TRANSFER 16 SLAB OVERPOUR 11 SLAB CONNECTION 6 TYPICAL EXTERIOR FOOTING 1 CONSENT
<br />FFIEROFOUNC. AND FIRM.TY NOT E
<br />REPRODUCED WITHOUT THE WRITTEN
<br />CONSENT OF AN OFFICER OF OUR FIRM. THE
<br />PLANS ARE ONLY TO BE USED FOR THIS
<br />SPECIFIC PROJECT AND ARE NOT APPLICABLE
<br />1. 2X FASCIA BOARD W/ (2) 16d NAILS TO ANY OTHER STRUCTURE.
<br />1. ROOF SHEATHING 1. DROP BEAM, PER PLAN TO EACH OUTRIGGER 1. SHEAR WALL END POST, PER PLAN 1. NEW POST, PER PLAN. 1. CONCRETE SLAB & REINFORCING
<br />PER PLAN
<br />1 2. EDGE NAILING 2. FULLY NAILED SIMPSON 'MSTA30' 2. B.N. 2. SIMPSON HOLDOWN, PER PLAN 2. 2x OR 3x P.T.D.F. SILL PLATE w/ REVISIONS DATE
<br />2 STRAP, U.N.O. ON PLANS (MAX. HDU2) 1 5/8"0 ALL -THREADS PER SCHEDULE 2. SLAB UNDERLAYMENT, PER PLAN
<br />3. 2X BEVELED BLK'G W/ A35's AT 3. 2X BLK'G W/ 16d NAILS AT 4"o/c TO PER SCHED. BLW. PROVIDE A 3" SQ.
<br />24"o/c, U.N.O. IN SHEAR WALL 3. DOUBLE TOP PLATE TOP PLATE 3. EXISTING CONC. FOUNDATION x 0.229"THK. PLATE WASHER AT EA. �� 3. 2x STUD WALL 1Q PLAN CHECK 03/17/25
<br />3 4 SCHEDULE (f'c=2500psi) ANCHOR. \%
<br />4. 2X STUD WALL 4. ROOF RAFTER, PER PLAN. PROVIDE 4. SHEAR WALL, AS OCCURS, PER PLAN
<br />4. ROOF JOISTS, PER PLAN (2) 16d NAILS TO OUTRIGGER 4. 5/8"0 ASTM F1554 GR. 36 ALL- 3. NEW SHEAR WALL, PER PLAN. 1 5 3
<br />5. POST, PER PLAN ��r """ THREAD SECURED w/ SIMPSON SET 5. 2x OR 3x P.T.D.F. SILL PLATE w/ 5/8"
<br />5. 2X STUD WALL EQ.
<br />EQ.
<br />9 5. OUTRIGGERS PER TABLE BELOW 3G EPDXY q 2 4. EXISTING FLOOR FRAMING. A.B. PER SHEAR WALL SCHEDULE
<br />6. ALTERNATE LOCATION OF STRAP AND FOUNDATION NOTES ON SN1
<br />6. SHEAR PANEL, PER PLAN 7 2 3 8 5 4 6. SHEAR WALL, AS OCCURS 5. COLD JOINT, AS OCCURS. 5. E.N.
<br />2 AT SINGLE POUR FOUNDATIONS, 6. TOP OF NATURAL GRADE OR
<br />7. CEILING JOISTS, PER PLAN w/'LUS' 2 1 7. 1x T&G STARTER BOARD FOOTING DEPTH AND BOLT 6. TOP OF NATURAL GRADE OR COMPACTED FILL.
<br />HANGERS TO LEDGER 5 4 EMBEDMENT MAY BE MEASURED COMPACTED FILL.
<br />8. ROOF SHEATHING FROM THE TOP OF SLAB. I I 7. #4 DOWELS AT 18"o/c
<br />7 5 8. 2x LEDGER w/ (2)-(3) 16d NAILS AT IUI 3v 5 7. EXISTING CONC. STEM WALL I I (18" INTO SLAB & 12" INTO
<br />16"o/c, TO STUDS, AS SHOWN 9. INTERMEDIATE RAFTER, FIRST POUR).
<br />Ill AS OCCURS. DOUBLE _ _ 6 8. EXISTING CONC. FOOTING
<br />9. SIMPSON'DTT1Z' AT 16"o/c, EACH 11 I11111 UP AND NOTCH FOR NOTES 9 8. (2) #4 TOP & (2) #4 BOTTOM
<br />SIDE w/ 3/8' 0 ALL -THREAD I w y OUTRIGGERS. 9. SECURE ANCHOR BOLTS w/ • •
<br />BETWEEN, AS SHOWN. OK TO ,� - - SPECIAL INSPECTION IS REQUIRED. I - _ SIMPSON SET 3G EPDXY
<br />DRILL LEDGERS AND SHEAR 7 PANEL. OVERHANG (O.H.) BACKSPAN (B.S.) 10. FULL HT. STUD WALL 321
<br />. 2 6
<br />\ V'C,
<br />REFER TO ICC-ESR ES 4057 FOR SET
<br />6 11. DOUBLE TOP PLATE \��\�x`
<br />XP INSTALLATION INFORMATION.
<br />1 6 10 Zi j,\\i\\i�: 6"MIN.
<br />12. DROP BEAM / HEADER, AS OCCURS ALL PT TENDONS MUST BE LOCATE
<br />• 1 2 Cn
<br />PRIOR TO DRILLING INTO FOUND.
<br />2" MIN. ALL MAINTAIN
<br />TENDONS.
<br />6" CLEAR OF
<br />A OUTRIGGERS O.H. B.S.
<br />- THE HOLE DIAMETER SHALL BE 3/4".
<br />2x4 AT 24"o/c 12" 16" MIN. DISTANCE FROM BOLT
<br />8 8 9 2x6 AT 24"o/c 18" 24" CENTERLINE TO END OF SLAB IS 18"
<br />12"MIN.
<br />2x6 AT 16"o/c 24" 24" 21 IF MIN. DIMENSIONS ARE NOT MET,
<br />REFER TO DETAIL X/XXX
<br />7 00
<br />NOTES
<br />EQ EQ SPECIAL INSPECTION IS REQUIRED. 8
<br />g REFER TO [CC -ES ESR-4507 FOR • • M v ~CD
<br />EPDXY INSTALLATION INFO.
<br />N
<br />NOTES
<br />Q
<br />a. REFER TO FOUNDATION NOTES V
<br />12" ON SN1 FOR ADD'L INFO. rr�
<br />3x6 AT 16"o/c 36" 48" c
<br />Q
<br />SHEAR TRANSFER 0 27 DRAG CONNECTION 22 SHEAR TRANSFER 17 HOLDOWN RETROFIT 12 ANCHOR BOLT RETROFIT 7 TYPICAL INTERIOR FOOTING 2
<br />41
<br />1. ROOF SHEATHING +�
<br />1. BEAM, PER PLAN 1. DROP BEAM, PER PLAN 1 1. HOLDOWN, PER PLAN 1. NEW POST, PER PLAN 1. TOP NATURAL GRADE OR (u2. BOUNDARY NAILING COMPACTED FILL. n
<br />2. SIMPSON'CC' 2. FULLY NAILED SIMPSON'MSTA30' 2. EX'G FOUNDATION 2. HOLDOWN, PER PLAN ci
<br />U.N.O. ON PLANS -- 3. CA. FRAMING 1 2. CONCRETE TIE BEAM. c
<br />3. POST, PER PLAN 3. CORE EXISTING FOUNDATION AND 3. NEW SHEAR WALL, PER PLAN
<br />3. DOUBLE TOP PLATE 4. (E) BLK'G w/ A35's AT 24"o/c TO (E) INSTALL A 5/8", 7/8" OR 1"0 ASTM 3. (2) #4 CONT. REBAR, TOP & BTM. v
<br />1 4 5 4. BEAM SPLICE TOP PLATE 1 F1554 GR.36 ALL THREAD AS SHOWN. 4. EXISTING FLOOR FRAMING 1 4.1 �
<br />4. 2x STUD WALL 2 Y
<br />5. FULLY NAILED STRAP, PER PLAN. 5. ROOF RAFTERS & CEILING JOISTS, 4. CONCRETE PAD & REINFORCMENT, 5. EDGE / BOUNDARY NAILING u u
<br />CENTER ON BEAM SPLICE. 5. POST, PER PLAN 3 PER PLAN. PROVIDE (8) 10d NAILS 3 PER PLAN. MIN. 24" SQ. x 15" THK. N
<br />AT LAP. 2 w/ (4) #4 BARS, B.E.W. 4 10 ° -�3 6. 5/8"0 ASTM F1554 GR. 36 ALL Q
<br />EQ. EQ. 6. ALTERNATE LOCATION OF STRAP THREADED SECURED w/ SIMPSON NOTES:
<br />6. SIMPSON'LUS' HANGERS 2" 5. DBL. HEX PLATE NUT W/ 2 1/2" SQ. SET 3G EPDXY Q O
<br />7. 'ECCQ' POST CAP x 3/8" THK. PLATE WASHER. 5 a. REFER TO FOUNDATION NOTES ON Z
<br />o o 2 1 8 2 1 5 7. 2x LEDGER w/ 1/4"x3" SDS SCREWS MIN. - 7. TOP OF NATURAL GRADE OR SN-1 FOR ADDITIONAL INFO.,_\ Q
<br />AT 6"o/c, STAGGERED j COMPACTED FILL - Ln
<br />- 8. (E) ROOF TRUSSES OR RAFTERS 8. EXISTING CONC. STEM WALL j�
<br />.
<br />9. (E) STUD WALL w/ SHEAR PANEL, AS 6 7 9. EXISTING CONC. FOOTING j//� Q O� c
<br />OCCURS 5 q • • a
<br />10. COMPRESSION BLOCK BELOW Q N V
<br />2 -- - SHEAR WALL END POST
<br />L
<br />6" MIN.
<br />~O _ 6 _ • • 3
<br />4
<br />8 NOTES
<br />7 7 • • • • 2" MIN. SPECIAL INSPECTION IS REQUIRED.
<br />NOTE:
<br />5 9 9 REFER TO ICC-ES ESR-4507 FOR SET 12"
<br />CONTRACTOR MUST VERIFY IF (E) 3G INSTALLATION INFORMATION.
<br />PER PLAN v SLAB IS POST TENSION. IF SO, ALL
<br />M TENDONS MUST BE LOCATED PRIOR
<br />TO DRILLING. MAINTAIN 6" CLEAR
<br />OF ALL TENDONS.
<br />POST -TO -BEAM CONNECTION 28 DRAG CONNECTION 23 SHEAR TRANSFER 18 HOLDOWN RETROFIT- EXTERIOR 13 LIGHT HOLDOWN RETROFIT - EXTERIOR 8 TIE BEAM 3
<br />1. BEAM, PER PLAN 1. ROOF SHEATHING 1. DRAG STRAP, TOP PLATE TO BTM. 1. MIN. (1) #4 DOWEL, T&B. PROVIDE 1. EX'G CONCRETE FOOTING 1. POST, PER PLAN W/ SIMPSON
<br />OF STRUT, PER PLAN. MIN. 6"EMBED. INTO EX'G CONC. & 'CBS' BOLTED CONNECTION AT BASE
<br />2. SIMPSON 'CCT','ECCLL'OR'ECCLR' 2. (2) ROWS BOUNDARY NAILING 2 SECURE w/SIMPSON SET 3G EPDXY 2. EX'G CONCRETE SLAB
<br />1 1 3. POST, PER PLAN 3. RIDGE BOARD, PER PLAN 2. ROOF SHEATHING. 3 3 3. CONCRETE SLAB & REINFORCING, 2. CONCRETE PEDESTAL.
<br />3. 2x DRAG STRUT W/ E.N., LENGTH PER PLAN 3. 12"x12" #4'V' BAR.
<br />4. ST22 STRAPS AT 48"o/c PER PLAN. (8'-0" MIN.)
<br />6 4. SLAB UNDERLAYMENT, PER PLAN 1 4. CONCRETE FOOTING. REFER TO
<br />5. ROOF JOISTS, PER PLAN w/ (4) 4. ROOF TRUSS BEYOND, AS OCCURS. 2 24" LAP FOR SIZE AND REINFORCING.
<br />8d TOE NAIL TO RIDGE 6" 5 5. MIN. 8"x8" THICKENED EDGE Ln
<br />" S
<br />5. 2x STUD WALL. 12Q o 2 5 5. HARDSCAPE, BY OTHERS J
<br />6. 2x4 COLLAR TIES AT 48"o/c. LAP TO 1 (E) FTG. (N) FTG. 6. #4 DOWELS AT 18"o/c, SECURED TO o
<br />2 ROOF RAFTERS w/ (4) 1/4"x3" SIDS • EX'G CONCRETE w/ SIMPSON SET
<br />2 SCREWS AT EACH END
<br />0 4 7. FINISH GRADE
<br />° 5 1 W
<br />o -
<br />-71 - - - 8„ 8. COLD JOINT, WHERE OCCURS. IF Q
<br />21 EX'G SLAB AND FOOTING WERE
<br />MONOLITHICALLY POURED, REBAR 3
<br />DOWEL EMBEDMENT MAY BE
<br />O 17
<br />4 MEASURED FROM THE TOP OF SLAB. z ��//
<br />O---- a Li
<br />T_
<br />3 5 8 2 4 a --� D
<br />3
<br />NOTES: NOTES: PER PLAN
<br />-'H' IS THE DISTANCE FROM THE a. REFER TO ICC-ES ESR-4507 FOR 1
<br />CENTERLINE OF THE RIDGE TO THE PREPARATION AND INSTALLATION
<br />TOP PLATE OF SET 3G EPDXY
<br />POST -TO -BEAM CONNECTION 29 RIDGE CONNECTION 24 DRAG CONNECTION DETAIL 19 FOUNDATION CONNECTIONS 14 SLAB OVERPOUR 9 POST CONNECTION 4
<br />1. RAFTER OR TRUSS, PER PLAN. 1. REFER TO DETAIL 6
<br />1. EX'G 2x STUD WALL 1 2 1. ROOF SHT'G 1. EX'G CONCRETE FOOTING 1. HOLDOWN, PER PLAN
<br />2. B.N. 2. CONT. TYPE 2 SHEAR PANEL
<br />2. EX'G 2x TOP PLATE 2. B.N. 9 2. EX'G CONCRETE SLAB 2. SIMPSON SSTB BOLT
<br />3. MIN. 2x BOARD w/ (3) 16d NAILS TO 3. 2x SILL PLATE w/ 16d NAILS AT 6"o/c
<br />3. NEW 2x STUD WALL 3. CA. FRAMING EA. ROOF MEMBER. 11 1 6 3 3. CONCRETE SLAB & REINFORCING, SSTB24 @ HDU2 & HDU5.
<br />2 5 4 4. 2x CRIPPLE WALL PER PLAN MIN. EMBEDMENT, le = 20 5/8"
<br />4. NEW 2x TOP PLATE 4. ROOF RAFTERS, PER PLAN 4. MIN. 2x6 RIDGE 1 SSTB28 @ HDU8
<br />5. SIMPSON 'MSTA30' STRAP, 5. E.N. 5. ROOF SHT'G. 24"
<br />5. ROOF SHEATHING 10 LAP 4. SLAB UNDERLAYMENT, PER PLAN MIN. EMBEDMENT, le = 24 7/8"
<br />1
<br />CENTERED ON PLATE BREAK 3 6. ROOF JOISTS, PER PLAN 5. MIN. 8"x8" THICKENED EDGE 3. #4 CONT. REBAR, AS SHOWN
<br />5 4 b. CONT. TYPE 2 SHEAR PANEL 2 6. 2x RAFTERS AT 24"o/c AT CA. FRM'G. i � - - - - - -
<br />0 o USE 2x4 FOR MAX. SPAN OF 6-0" & / 6. #4 DOWELS AT 18"o/c, SECURED TO 4. CONCRETE FOOTING, PER PLAN
<br />7. 2x CRIPPLE WALL 5 2x6 FOR MAX. SPAN OF 10'-0". I EX'G CONCRETE w/ SIMPSON SET
<br />- - 6 PROVIDE (3) 8d TOE NAILS AT EACH _ ZT
<br />5 I • 3G EPDXY, PER ICC-ES ESR-4507 1%a"
<br />8. 3x BEVELED SILL PLATE w/ 1/4"x6" END. °O - MIN
<br />SIDS SCREWS AT 16"o/c TO BLK'G 3 i 7. FINISH GRADE
<br />7 BELOW 2 7. 2x PURLIN w/ 2x4 STRUTS TO LIMIT
<br />9. ROOF JOISTS, PER PLAN ° CA. FRAMING RAFTER SPAN, AS COLD JOINT, WHERE OCCURS. IF
<br />FOLLOWS (PURLINS SHALL NOT BE \ 8„ 8. EX'G SLAB AND FOOTING WERE
<br />8 ° SMALLER THAN THE RAFTERS THEY \ - MONOLITHICALLY POURED, REBAR • I� Q
<br />10. 2x STUD WALL WITH SHEAR PANEL, SUPPORT) DOWEL & A.B. EMBEDMENT MAY BE 1 ��
<br />PER PLAN 2 MEASURED FROM THE TOP OF SLAB.
<br />` - 2x4 PURLIN - MAX. SPAN = 4'-0" 3 ,p 1�
<br />° 5 11. 2x BLK'G w/ A35's AT 24"o/c, U.N.O. q 2x6 PURLIN - MAX. SPAN = 6'-0" 4 9. 2x STUD WALL
<br />IN SHEAR WALL SCHEDULE v
<br />2x4 STRUTS SHALL NOT BE LONGER 8 2 4 10. 2x P.T.D.F. SILL PLATE w/ 5/8"0
<br />12. CEILING JOISTS, AS OCCUR, PER THAN 8'-0" & NOT FLATTER THAN AB's AT 48"o/c, U.N.O. IN SHEAR
<br />12 11 PLAN w/ (10) 10d NAILS TO ROOF 45° FROM HORIZONTAL. ALL MUST WALL SCHEDULE 4 NOTES:
<br />JOISTS 1 7 BE BRACED DOWN TO BEARING JOB NO.: 24058
<br />10 WALLS OR BEAMS BELOW. 11. SHEAR PANEL, AS OCCURS, PER a. REFER TO DETAIL 1 FOR INFO. NOT
<br />EACH STRUT SHALL BE NOTCHED / PLAN w SHOWN. ISSUE DATE: 11/07/24
<br />1 3 LET -IN FOR PROPOSED PURLIN IN m U b. DEEPEN FOOTING TO ACHIEVE SCALE: varies
<br />WHICH THEY SUPPORT. PROVIDE (3 2" MIN. ANCHOR EMBEDMENT AS
<br />16d FACE NAILS AT STRUT TO REQUIRED. SHEET NO.
<br />RAFTERS AND (3) 8d TOE NAILS AT NOTES: 12" �lY2"
<br />EACH RAFTER TO PURLIN / STRUT 6 5 1 MIN C. NO COLD JOINTS ALLOWED. THIS
<br />TO TOP PLATE w/ PRESSURE BLOCK. - REFER TO DETAIL 1/SD1 FOR ADD'L DETAIL IS NOT VALID AT 2-POUR
<br />INFORMATION CONDITION. SD1
<br />DRAG CONNECTION 30 SHEAR TRANSFER 25 CALIFORNIA FRAMING CONNECTION 20 SHEAR TRANSFER 15 SLAB OVERPOUR 10 HOLDOWN ANCHORAGE 5
<br />SW TYPE
<br />A.B. SPC'G
<br />(IN)
<br />1
<br />24
<br />2
<br />16
<br />3
<br />12
<br />4
<br />8
<br />5
<br />6
<br />
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