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CITY OF SANTA ANA ncy NOTE: 1. TTHE NEW FOOTING SHALL NOT UNDERMINE THE EXISTING FOOTING. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED PLYWOOD AT SHEAR WALL--- CABLE WHILE DRILLING FOR NEW ANCHORS. WHERE OCCURS, SEE PLAN �� SIMPSON SSTB24 ANCHORS 4x4 POST SIMPSON HOLD-DOWN MODEL NO. SIDS SCREWS ANCHOR BOLTS AT CONC. SLAB MINIMUM WOOD MEMBER THICKNESS 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. T,A _ Pi Ywnnn AT 1:�14F_AP WAi i I IF09P mm&vrlyjA _ F HDU5 14-SDS4"x2j" 5/8" 0 3" BOLT (SSTB28 AT GARAGE V �� WHEREv OCCURS, SEE PLAN CURB) ICC ESR-261 1 2x STUD PLYWOOD AT SHEAR WALL 5/8 "� A. B THRU PT. B.N. PER SHEAR (E) 2x STUD WHERE OCCURS, SEE PLAN SILL PLATE PER WALL SCHED. SIMPSON HD HOLDOWN SHEAR WALL SCHED. • SEE FOUNDATION PLAN �� 4x4 POST PLABTE PER SHEAR PT.SILL Laster ID: SCHEDR BOLTS. S.O.G. SEE PLAN SHEAR SEE PLANTYP O& NOTES 2x BLK'G W/ 2-16d EA. ENDS #4 DOWEL @ 16 " 0. C. B N. WALL R SCHED. a t®I C K E f 1 G 111 E E R 1 A G FOR ANCHOR BOLTS HOLD-DOWN DRILL & EPDXY ON (E) 2x SILL PLATE FIG L ° 2x OR 3x SILL STUD BOLTS 8„ ° _ ° (E) CONC. SLAB S. 0. G. SEE PLAN �° z ° 00 III III ° -1i PLATE A B.N. °' �p -FG Irvine � -- � 111- - � _ _ ° � ° I_ III- CA 92614 Ld °° ° a -- -- -III- #4 @ 18" O.C. o t: 310.433.7927 00 ° SUBGRADE z I___ ° " III ° J e: smobed@nicken Ineerin com z 2- #5 CONT. ° PER PLAN ° ° - - C0 ° ° ° N z o m g 9 @ T & B ° #4 @ 18" O.C. ° ° 6 I ° a PER PLAN 2- #4 CONT. z N a ° IIII III1 _ ° @ T & B ° 8" SUBGRADE o N PER PLAN o ° U 1 1Y2" SEE PLAN Z 12 SIMPSON SSTB24 ANCHOR ' J (E) FOOTING 1- #4 CONT. BOLT (SSTB28 AT GARAGE (VIF) @ T & B 12" CURB) ICC ESR-261 1 � _ _ SECTION A - A 907. COMPACTED SOIL 1 10/25/25 PCC1 REV DATE DESCRIPTION SECT. AT HOLDOWN IN NEW FOUNDATION 7 SECTION 4 SECTION 1 PROJECT NOTE: NOTE: NOTE: 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED NOTE: 1. THE NEW FOOTING SHALL NOT UNDERMINE THE EXISTING FOOTING. THE NEW PLYWOOD CAN BE INSTALLED EITHER SIDE OF THE STUD WALL. CABLES WHILE DRILLING FOR NEW ANCHORS. 1. THE NEW PLYWOOD CAN BE INSTALL EITHER SIDE OF THE EXISTING WALL. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED CABLE WHILE DRILLING FOR NEW ANCHORS. 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. CABLE WHILE DRILLING FOR NEW ANCHORS. 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. Tea Residence 4. CENTER OF THE NEW FOOTING SHALL BE AT THE CENTER OF THE NEW 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. WSWH AT BOTH WAY. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. 5. SEE SHEET WSWH1 FOR MORE INFORMATION. 2-#4 DOWEL @ T & B 2233 W Hall Ave. 2x STUD PLYWOOD AT SHEAR DRILL & EPDXY 8„ 6" �WALL WHERE OCCURS, Santa Ana CA 92704 WSWH-AB 1 HIGH STRENGTH WSWH PER PLAN SEE PLAN ANCHOR BOLT (DRILL & EPDXY) ° SPECIAL INSPECTION REQ'D #4 DOWEL @ 24" O.C. SHEATHING AT SHEAR WALL » B.N. PER SHEAR (DRILL &EPDXY) WHERE OCCURS, SEE PLAN ° °° ° I 5/8 0 A.B AT SHEAR WALL (E) S.0.G 0 18" ° ° -__� a i THRU PT. SILL PLATE PER WALL SCHED. ° TYP. 6" (E) 2x STUD 5/8"0 A.B THRU PT. SILL PLATE ° � � �� (E) FOOTING SHEAR WALL SCHED. PER SHEAR WALL SCHED. S.O.G. SEE PLAN DE a • ° ----J 2x4 BLK G W/ 2-16d a 61' _ EA. ENDS NG TYP. a° B.N. (N) FOOTIA °41 ° ° (E) 2x SILL PLATE Ir z • ° ° - III a�-III- - - I - (E) S. 0. G #4 DOWEL @ 16 0. C.--1- a I - I ° as 11-I 1 I 1 I ° 1 I 11 1 I (E) FOOTING - 1 - - TO REMAIN #4 TYP. _ _ _ DRILL &EPDXY 6" 18" S.O.G. SEE PLAN FG #5 DOWELS @ 12 O.C. _ #4 @ 18" O.C. (DRILL &EPDXY) #3 TIES @ 2„ =III- - - ° N z III - a ° MIN. i - III SUBGRADE CK J 2- #4 CONT. NUT AND p a -- SUBGRADE PER PER PLAN o 2„ @ T & B U ° ° WASHER PLATE I i 8„ PLAN �-III,�IIIII II�IIIIIL� � �' 90% COMPACTED - #5(E) FOOTING (VIF) �� ' �� 1- #4 CONT. SOIL EQ EQ & BOT TOP - - (E) FOOTING @ T & B 3'-6" SECTION 10 SECTION 8 (N) FTG TO (E) FTG TYP. CONN. DETAIL 5 SECTION 2 RpFESS/ 0 NOTE: �o s 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED NOTE: �� o BLES WHILE DRILLING FOR NEW ANCHORS. CABLES WHILE DRILLING FOR NEW ANCHORS. 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED m 2. US SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. CABLES WHILE DRILLING FOR NEW ANCHORS. EXP. 75884 06.30.6.30.26 3. SPEC I INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. N, 4. CENTER F THE NEW FOOTING SHALL BE ALIGNED WITH THE CENTER OF 4. CENTER OF THE NEW FOOTING SHALL BE ALIGNED WITH THE CENTER OF 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 9TF civic- THE NEW ST. THE NEW POST. OF cA_\�_ SIMPSON HDU5 PncT pF-R P/ AN Pn.ST PFP PI AN SIMPSON "AB Z" POST fPER PLAN ,n» nrn n , , T, inrn S.O.G. SEE PLAN g„ ° ° � to of 5/8"� x 14" LONG ALL THREADED ANCHOR BOLT PLATE ,1/2"x14"x5" W/ 2 5/8 x 9 LONG ALL THPFAnFn Rnn 3/16 SIMPSON HOLD-DOWN MODEL NO. SDS SCREWS ANCHOR BOLTS AT CONC. SLAB MINIMUM WOOD MEMBER THICKNESS HDU5 ,� „ 14-SDS x2 5/8 3" POST BASE �/ o w L i nr«HuLu " "" " " #4 DOWEL @ 24" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, ANCH BOLT ° UNLESS THEY ARE ACTING UNDER THE DIRECTION 2-#4 @ TOP (E) S. (DRILL &EPDXY) OF A LICENSED PROFESSIONAL ENGINEER, DOWELS #4 @ (E) S.0.G „ TO ALTER THIS DOCUMENT. 8„ 16 O.C. (DRILL ° °° • FG 6 SIMPSON HD HOLDOWN �.P &EPDXY) - - - - - 711 SEE FOUNDATION PLAN ---------- - - - -III ° -III--III- -III I ;III-- ° ° - _ - SHEET TITLE _ _ _ _ a -- ° - - ___ ° TYP ANCHOR BOLTS WOOD POST _ ° #4 DOWELS _III -III ° ° °8 ° #3 TIES z I ° ° a SEE PLAN & NOTES �� SEE PLAN `° u 6„ n 6„ @ 16" O.C. ° @ 6" O.C. I- a 6'� ° - - FOR ANCHOR BOLTS - TYP. ° - - III CID TYP. ° a I- -1-- ° ° -1 1- 2x4 BLK'G W/ HOLD-DOWN SECTIONS AND DETAILS (E) FOOTING a ° #4 TYP.2-16d EA. ENDS STUD SCREWS TO REMAIN �____ ° ° (E) FOOTING �____ #4 TYP. `�'I� - ° _ - ° ( ) ,� � � a -III-III III_ a 4 ° ° ° E 2x SILL PLATE \\1 TO REMAI 001, 1 ° III -III- 4-#4 @ BOT #5 DOWELS @ 12" O.C. °• ° ° • #4 DOWELS @ 12" O.C. ° ° ° ° BOTH WAY (DRILL & EPDXY) ° ° 8 ° 90i COMPACTED EQ EQ ° (DRILL &EPDXY �t SOIL ° � � a� a a SHEET NUMBER SEE PLAN 04e4° ad LJ p LJ d �L a a -• I -I I I I I I -�- � � N 90% COMPACTED #4 @ 12" O.C. 90% COMPACTED 4-#5 @ TOP �� SOIL PER PLAN @ BOT. SOIL EQ EQ & BOT. ALL THREADED RODS (A572GR50) 1 S=4 3'-9" SQ SECTION Li I SECTION 9 SECTION 6 SECT. AT HOLDOWN IN EXISTING FOUNDATION 3