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CITY OE CiANTA 2.1/2"MIN. Planning a uen y D/2\� D/2 4 24" 5" 3 MIN. TYP. co 0 rr� �LHOOK w 4 i2 0 2 5 0 e d r 2 0 F.G. - F.G. - R ' T45SUA N 1 =z - • -I IrF1 I' Iilwj� - =III- �� f- o III- III -III - 1 2 00 N NOTES: r m DOING ENGINEERING, INC. ° LL o 0 I W 7661 GARDEN GROVE BLVD., = 0 p z - SEE DETAIL #1 FOR INFORMATION I 11 5 0 w ? NOT SHOWN ste r ID: GARDEN GROVE, CA 92841 LIJa. - TIE BEAM REBARS TO CONTINUE W W 10 2 � • INTO EXTERIOR FOOTING MIN. 24" 3 j j j j TEL- 714-617-5979 SEE NOTE #1 1 Date: INFO DONGENGINEERING.COM 6 SSTB BOLT INSTALLATION SSTB BOLT INSTALLATION W @ SW @ EXT. FTG/SLAB @ SW @ INT. FTG/SLAB NOTES: o � (U.N.O.) RESTRICTIVE NOTICE 1. LAP 1. POST PER PLAN 7 SPECIFICATIONS ARE THE EXCLUSIVE 1. HDR. PER PLAN. 1. 1 1/ 2" CLEAR OR BARS MAY BE IN - 54 BAR DIAM. #10 THRU #11 2. P.T.D.F SILL PLATE PROPERTY OF DONG ENGINEERING. 2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. CONTACT IF WIRED TOGETHER. - 40 BAR DIAM. #8 THRU #9 3. CONT. FTG. REINF. PERP LAN 6 5 THESE DRAWINGS CANNOT BE COPIED, 3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR 2. CONDITION WHERE BARS OCCUR - 30 BAR DIAM. #5 THRU #7 4. SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER j TRANSFERRED, OR REPRODUCED NOR WALLS AT OPENINGS WIDER THAN 8'-0" ON THE SAME PLANE. 2. "D" = BEND DIAMETER 6" FOR #3 AND EMBEDMENT CAN ANY OTHER STRUCTURES BE BUILT 4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. THRU #8; 8" FOR #9 THRU #11. 5. 1- #4 REBAR 4'-0" LONG CENTERED ON SSTB BOLT. LOCATE APPROXIMATELY 4 FROM THEM WITHOUT WRITTEN CONSENT. 5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO -POUR SYSTEM). BEND WLC30 FNC07 FNC08 BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION 18" TYPICAL HEADER DETAIL 15 REINF. STD. HOOK, LAP 10 TYPICAL EXTERIOR TIE BEAM G #4HREBAR; .@12'OT .C.EA.WAYDCABLE. � z REVISIONS V 6. #4 HORIZ. @ 12' O.C. EA. WAY - - --- ----- - -- 7. HOLD DOWN BOLT THREADED ROD PER TABLE. o F.G. • •o 8. SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR NO: DATE REVISIONS THREADED ROD BOLT DIAMETER AND EMBEDMENT. I III I I III III- 18" DOWEL 1 01 10/16/2024 PLAN CHECK 9. EDGE OF PAD FTG. -III -III III- -III III 10. EDGE OF CONC. SLAB 2 3 11. EDGE OF CONT. FTG. 8 SIMPSON SSTB (PER ICC ESR-2611) 3 L� . . . . . 1. PANEL BOUNDARY &BOUNDARY 1/8" NAILING (B.N.) PER PLAN. 4 2. FIELD NAILING PER PLAN. 2 1 2 1 3. CONTINUOUS PANEL EDGE, NO o BLKG', E.N. PER PLAN. 4. DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 1. CONC. SLAB PER PLAN 5. FRAMING @ 24" O.C. SHOWN (16" 2. 2X TREATED SILL PLATE 1. CONC. SLAB PER PLAN HOLD DOWN BOLT (MONO -POUR) HOLD DOWN BOLT (TWO -POUR) SIMPSON HD. HOLDOWN CAPACITYMIN DIA. SSTB BOLT EMBED. (IeB) DIA. SSTB BOLT EMBED. (IeB) HDU2 3075# 5/8" SSTB 20 16 5/8" 5/8" SSTB 20 16 5/8" HDU4 4565# 5/8" SSTB 24 20 5/8" 5/8" SSTB 24 20 5/8" HDU5 5645# 5/8" SSTB 24 20 5/8" 5/8" SSTB 24 20 5/8" HDU8* HDQ8 7870# 7/8" SSTB 34 28 7/8" 7/8" SSTB 34 28 7/8" ao _z W 2 i+� o U 1. VENNER WHERE OCCURS. 2. EXTEND FOOTING AT VENEER. O.C. SIMILAR). WITH SIMPSON 2-1/2" SHOT - 2. BULLNOSE EDGES ' SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2 2X AND 3X SILL PLATES 3. 244 REBAR CONT. @ T & B (U.N.O.). 6. DIRECTION OF FACE GRAIN PIN PDPA250 @ 32" O.C. -_ -il - - - - 4. CONC. SLAB. PERPENDICULAR TO SUPPORT. _ -"> PER ICC ESR-2138 _- I I I 5. OPT. POUR JOINT (N/A @ MONO POUR) W/ ' ' ' ' . . 6 NOTES: _ I I I I III- SEE SHEET S.0 FOR MORE III III I III III I I I I I I III_ - STAGGER JOINTS AS SHOWN. -III-III-III-III-III -III -III- INFORMATION. FIRST POUR. 1 - MIN. SIZE OF SHEET SHALL BE "A" "A" 6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA 2 FT 2 FT 1 3/4� g PER PLAN. FOOTING DIMENSIONS # OF STORIES W WIDTH D DEPTH 1 12" 18" 2 15" 24" 3 18" 24" Cie, ;zg Lr_/ c Z -------------- CV ♦♦Q^ l i i i 8. SIMPSON HOLDOWN o0 F.G. I I I I I I I I I -III-III-III MSTI60 8 j g PER PLAN. 9.WHEN HOLDOWNS U 1 U c1 = - - SEE PLANS FOR HOLDOWN TYPES. --I -1L- CONNECTED TO KING STUD, I SEE DETAIL #1 FOR INFORMATION NOT SHOWN. N N REPLACED SIDS SCREWS W/ - - -I i _-1L- ----Lz�I��- - REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT U U LONGER LENGTH TO GET 2 1/2" g z_ - SHOWN. X X NOTES: PENETRATIONS TO TRIMMER. - - MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO • • N N _ 1. POST W/ HOEDOWN `" WHERE OCCURS CENTERLINE OF BOLT). NOTES: 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 2. STUD FRAMED BOX COL. - SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. 2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. 3. MIN. 2-A.B. (OR ALT. - SEE DETAIL #1 FOR MSTI60 - FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X W INFORMATION NOT SHOWN. STAMP 3. STAGGER NAILS THAT ARE SPACED 2" O.C. MASA) PER SILL STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C. _ IN LIEU OF ANCHOR BOLTS USE 2-2X C.J. 4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN &SCHEDULE. 4. 2X P.T.D.F. SILL PLATE STAGG. (2" O.C. STAGG. FOR HDQ8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) SHOT PINS AS PER GENERAL 2X BLK'G 2X BLK'G Al 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. 5 5.444 VERT. 1 @ EACH POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF �(FESS/ON 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL NOTES FOR NON- SHEAR WALLS. Q 4� SEE PLAN CORNER THOSE SPECIFIED FOR SOLID POST ATTACHMENT. G cc,/, LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. Q RRC17 WLC08 FNC17 FNC12-NEW FNCO2 GO m TYPICAL ATTIC ACCESS OPENING 17 SHEAR PANEL ASSEMBLY DETAIL 12 BOX COLUMN DETAIL 8 TYPICAL HOLDOWN INSTALLATION 4 INTERIOR FOOTING DETAIL 2 Exp. 0313116 26 *. ST CIV1\, �TFOF CA��FO� PANEL JOINT. 3/8" TYP. 1 2 1. 5/8" THREADED BOLT DATE SIGNED: 10/16/24 1 1. SIMPSON HOLDOWN HDU, SEE 2. 2X STUD WALL PER PLAN. SLOPE PER ARCH 3 PLANS FOR HOLDOWN TYPES. 2 3. 2X SOLE PLATE W/ 16d @ 6" 1 2. SIMP. ATR 5/8" 0 F1554 GR. 36 O.C. U.N.O., SEE NAILING PER ° F.G. SHEET DESCRIPTION A.B.. SHEARWALL SCHDL. z 3. 2X STUD WALL PER PLAN. 4. CONC. SLAB.. 4 a o 1 2 j 2 5 4. 2X SOLE PLATE W/ 16d @ 6" O.C. 4 5. 9/16" DIA. HOLE FILLED W/ -_ - - STRUCTURAL DETAILS .. a _ III U.N.O., SEE NAILING PER SIMPSON "SET-XP" EPDXY ��-7 „- - OFFSET EDGE SUPPORT 4 SHEARWALL SCHDL. 3 TIE. III -III 0'-6" 1. ROOF SHEATHING AND NAILING 5. CONC. SLAB. PER NAILING SCHDL. 6. 9/16" DIA. HOLE FILLED W/ WHEN APPLICABLE: VERIFY 2. JOIST. z SIMPSON "SET-3G" EPDXY TIE, j` W/ POST TESION ENGINEER 3. 2 x 4 W/ 16d @ 12" O.C. _ ___ ICC-ERS 4057 FOR LOCATION OF STRANDS _T _ _ WHEN PLACING DOWELS CL PANEL JOINT. 4. 2 x 4 FLAT W/ (2) 10d @ EA. END. cy) _ _ _ WHEN APPLICABLE: VERIFY W/ _ _ INTO EXISTING P.T. FTG. DO 1. (E) CONC. SLAB & FOOTING. I -I I -III -III -I POST TESION ENGINEER FOR I -III -III -III -I NOT CUT STRANDS. 2. (N) CONC. SLAB. 3/8" TYP. LOCATION OF STRANDS WHEN (E) FDN, 3. #4 DOWEL @ 24" O.C. PLACING DOWELS INTO EXISTING " INSTALL IN ACCORDANCE 4. 9/16" DIA. HOLE W/ SIMPSON "SET-XP" EPDXY. 1 6 P.T. FTG. DO NOT CUT STRANDS. 5 WITH SIMPSON STRONG -TIE RECOMMENDATIONS: NOTES: DE#: 240190 SIMPSON STRONG -TIE REQUIRED. � -SPRAY BONDING AGENT (INTRALOK OR SIM.) AT THE JOINT *INSTALL IN ACCORDANCE WITH SPECIAL INSPECTION BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. RECOMMENDATIONS: SPECIAL SHEET I 4 NSPECTION REQUIRED � WHEN APPLICABLE, VERIFY W/ POST TENSION ENG. FOR \ 1 3/4" MIN. APPLY FOR MAX. CAP. 1088 LEIS 1 3/4" MIN. LOCATION OF STRANDS WHEN PLACING DOWELS INTO OFFSET EDGE SUPPORT UPLIFT LOAD. EXISTING P.T. FTG. DO NOT CUT STRANDS. WLC04 FNA07 FNA08 FNC03 SD I BLOCKING AT EDGE SUPPORT 14 HOLDOWN ANCHOR BOLT WITH EPDXY 9 ANCHOR BOLT WITH EPDXY T5 HOUSE FOOTING TO PORCH SLAB 3 PROJECT OWNER OJ x PRECT ADDRESS - NAILS SHALL BE DRIVEN TIGHT NOTES: NOTES: MIN. TYP. r-------- 7. 2X STUDS @ 16" O.C. (U.N.O.) 5 BUT SHALL NOT FRACTURE - SEE DETAIL #1 FOR 7 7 I 8. SEE FOUNDATION PLAN FOR SUB -GRADE SURFACE OF SHEATHING. INFORMATION NOT SHOWN. 14- SEE DETAIL #1 FOR 2 I I Q BELOW SLAB. 3/4 W/ THE AVERAGE NAIL PROVIDE CONTROL JOINT AT i I 9. (E)CONIC. FOOTING NOTES: - TOLERANCE ON NAILING SHALL BE INFORMATION NOT SHOWN. --------- I 10. (N)) CONC. FOOTING -VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL SPACING OVER ANY 4 FT. LENGTH 10'-0" EACH WAY (U.N.O.) it • • I 11. #4 DOWELS @ 32" O.C. W/ SIMPSON SEAMS PER MANUF. (U.N.O.). BEING AT LEAST THAT NOTED ON - PROVIDE SAW CUT WITHIN 24 F.G. II _ I Q SET-XP EPDXY, ESR-2509. PERIODIC - VERIFY ALL INFORMATION PER UPDATED .. THE PLAN. HOURS OF POUR. SPECIAL INSPECTION IS REQUIRED SOILS REPORT. (V WLC07 FNC11 FNC09 III -III ii 5 I FNC01 M u _ • 6PLYW00D SHEATHINGLAYOUT 16 NON -BEARING WALL 11TYP. CONTROL JOINT 7 11 I 10 EXTERIOR FOOTING DETAIL � CN 9 o 2-0" MIN. 1 2 PANEL WIDTH PLAN �- 2 A A" U Q ------ 1. SHEAR PANEL PER PLAN. i 2. EDGE NAIL (E.N.) SHEAR 1 SECTION toRceaF EDGES. 1z/3v`gf` 0 7 l 3 i PANEL TO ALL SHEARWALL 2 3 A -A 3 2 1 i 3 THREADED ROD�F O Q WHEN PANEL EXTEND TO l l I FII 'F 4 i t TRIMMER, E.N. BOTH TRIMMER 7 _F' AND KING STUDS. 0 II II II l.J.". 3. FIELD NAIL @ 12" O.C. l i i 4 4. 2X OR MULTIPLE KING STUD PER FRAMING NOTE W/ 16d 1. FOR ATTIC ACCESS SEE ARCH DWG. i i 6 @ 16" O.C. TO TRIMMER. F.F. ELEV. 2. 2X CEILING JOIST PER PLAN. 5. TRIMMER PER PLAN. 3. 2-2 x CEILING BEAM PER PLAN. i i 5 _ 2X BLK'G 2X BLK'G 6. HEADER PER PLAN. z VARIES (6" MIN.) 2-2X C.J. 7. MIN. 3-16d TO END OF HEADER. 0'-2" 0'-2" SIMPSON HD. HOLD DOWN BOLT POST MINIMUM FOOTING EMBEDMENT DIMENSIONS HOEDOWN CAPACITY (d) DIA. BOLT X4 WALL X6 WALL A B HDU11 9535# 1 " A36 THIRD. ROD W/ YX373/8" 4X6 6X6 12" 16 1 /2" 15" 4X6 6X6 HHDQ11 11810# PLATE @ BOTT. HDU14 14390# A36 THIRD. ROD HHDQ14 13710# 1" Wl4"X4"X112" PLATE @ BOTT. 4X8 6X8 15" 18" 18"