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PROJECT OWNER <br />NOTES: MIN. TYP. PROJECT ADDRESS <br />_______ 7.2X STUDS @ 16" O.C. (U.N.O.) <br />NOTES: - 1 8. SEE FOUNDATION PLAN FOR SUB -GRADE <br />- SEE DETAIL #1 FOR 7 <br />SEE DETAIL #1 FOR 2 I I Q BELOW SLAB. <br />INFORMATION NOT SHOWN. 7 <br />INFORMATION NOT SHOWN. I 9. (E) CONC. FOOTING NOTES: <br />- PROVIDE CONTROL JOINT AT �I-----____ I 10. (N) CONC. FOOTING - VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL <br />10'-0" EACH WAY (U.N.O.) �, �I I 11. #4 DOWELS @ 32" O.C. W/ SIMPSON SEAMS PER MANUF. (U.N.O.). <br />PROVIDE SAW CUT WITHIN 24 F.G. II _ I Q SET-XP EPDXY, ESR-2509. PERIODIC - VERIFY ALL INFORMATION PER UPDATED <br />HOURS OF POUR. -j j j=l I ° , -- J SPECIAL INSPECTION IS REQUIRED SOILS REPORT. <br />Ill Ili 11 FNC11 FNC09 ii 5 Ij I� i FNC01 O <br />NON -BEARING WALL 11 TYP. CONTROL JOINT m 6 11 10 EXTERIOR FOOTING DETAIL 1 N <br />_� 9 cn m <br />" J I I PLAN <br />CLOF POST AND PAD CLOF POST AND PAD "A" "A" Q <br />v <br />SECTION w <br />0 <br />1 1 Q <br />J THREADED ROD Q <br />i? <br />/ <br />F.G. - -III-III-I i j i 1 IIII -_. <br />=IIIII I I j j _= II=III=II I i I i =111-III <br />3 j 4 <br />I � � <br />CITY OF SANTA ANA <br />Planning a u1 qetcy <br />2.1/2" MIN. <br />_0 1 <br />D/2 <br />D/2 1 3/4" 4 24 5" <br />MIN. TYP. co O <br />D/2 Z � � F- <br />HOOK � 0lift <br />ih O <br />' U ' <br />o <br />F.G. -------- - UAN E <br />F.G. � � � • • ' <br />z_ • j j j III- I -I i-III I y NI E EhF I �'' <br />-I � � I o-- IIII I1 I I1 I I I III-1 <br />Q o _ - - w <br />DOING ENGINEERING, INC. <br />1 � O iv � � i i- NOTES: � m <br />° � U o w 7661 GARDEN GROVE BLVD. <br />o z - SEE DETAIL #1 FOR INFORMATION • _ <br />° NOT SHOWN. L J 11 a StC D: GARDEN GROVE CA 92841 <br />w p - TIE BEAM REBARS TO CONTINUE 3 VV W 10 <br />2 � w • INTO EXTERIOR FOOTING MIN. 24" E� IE-� Date: TEE- 714-617-5979 <br />SEE NOTE #1 -' 1 INFO DONGENGINEERING.COM <br />6 SSTB BOLT INSTALLATION SSTB BOLT INSTALLATION <br />W @ SW @ EXT. FTG/SLAB @ SW @ INT. FTG/SLAB RESTRICTIVE NOTICE <br />NOTES: c' (U.N.O.) THESE DESIGNS, DRAWINGS, AND <br />oU <br />1. LAP 1. POST PER PLAN 7 SPECIFICATIONS ARE THE EXCLUSIVE <br />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. <br />CONTACT IF WIRED TOGETHER. - 40 BAR DIAM. #8 THRU #9 3. CONT. FTG. REINF. PERP LAN 6 5 THESE DRAWINGS CANNOT BE COPIED, <br />2. CONDITION WHERE BARS OCCUR - 30 BAR DIAM. #5 THRU #7 4. SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER 1 TRANSFERRED, OR REPRODUCED NOR <br />ON THE SAME PLANE. 2. "D" = BEND DIAMETER 6" FOR #3 AND EMBEDMENT CAN ANY OTHER STRUCTURES BE BUILT <br />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. <br />3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO -POUR SYSTEM). BEND <br />FNC07 FNC08 BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION 18 <br />REINF. STD. HOOK, LAP 10 TYPICAL EXTERIOR TIE BEAM G REBAR; NOT POST -TENSIONED CABLE. � REVISIONS <br />V 6. #4 HORIZ. @ 12' O.C. EA. WAY � - - --- -- -- - ---- <br />7. HOLD DOWN BOLT THREADED ROD PER TABLE. • <br />o F.G. <br />•o �- - <br />8. SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR _ N0: DATE REVISIONS <br />THREADED ROD BOLT DIAMETER AND EMBEDMENT. _ _ _ 18" DOWEL <br />9. EDGE OF PAD FTG. =1=1=1 I I -I 1= I -I 1= 1 12/12/2024 1ST PLAN CHECK <br />10. EDGE OF CONC. SLAB <br />11. EDGE OF CONT. FTG. 8 <br />SIMPSON SSTB (PER ICC ESR-2611) � 3 <br />1/8" <br />2 1 <br />2 � 1 <br />0 <br />1. CONC. SLAB PER PLAN <br />2. 2X TREATED SILL PLATE 1. CONC. SLAB PER PLAN <br />z <br />W <br />J <br />o U <br />1. VENNER WHERE OCCURS. <br />2. EXTEND FOOTING AT VENEER. <br />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.). <br />----------------------------------------- PIN PD PA250 @ 32" O.C. 4. CONC. SLAB. <br />PER (ICC ESR-2138). -I III -III- -I - I 5. OPT. POUR JOINT (N/A @ MONO POUR) W/ <br />SEE SHEET S.0 FOR MORE -III-III III-IIIIIIIIIIII=III III #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON <br />-III-III-III-III-III-III=III=III-III- INFORMATION. 1 FIRST POUR. <br />"A" "A" 6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA <br />1 3/4" 8 PER PLAN. <br />HOLD DOWN BOLT (MONO -POUR) <br />HOLD DOWN BOLT (TWO -POUR) <br />SIMPSON <br />HD. <br />HOLDOWN <br />CAPACITY <br />DIA. <br />SSTB BOLT <br />EMBED (IeB) <br />DIA. <br />SSTB BOLT <br />EMBED. (IeB) <br />HDU2 <br />3075# <br />5/8" <br />SSTB 20 <br />16 5/8" <br />5/8" <br />SSTB 20 <br />16 5/8" <br />HDU4 <br />4565# <br />5/8" <br />SSTB 24 <br />20 5/8" <br />1 5/8" <br />SSTB 24 <br />20 5/8" <br />HDU5 <br />5645# <br />5/8" <br />SSTB 24 <br />20 5/8" <br />5/8" <br />SSTB 24 <br />20 5/8" <br />HDU8* <br />HDQ8 <br />7870# <br />7/8" <br />SSTB 34 <br />28 7/8" <br />7/8" <br />SSTB 34 <br />28 7/8" <br />SIMPSON <br />HD. <br />HOLD DOWN BOLT <br />POST <br />MINIMUM <br />FOOTING <br />EMBEDMENT <br />DIMENSIONS <br />HOEDOWN <br />CAPACITY <br />DIA. <br />BOLT <br />X4 WALL <br />X6 WALL <br />(d) <br />A <br />B <br />HDU11 <br />9535# <br />1 <br />A36 THRD. ROD <br />W/ 3 X3 X3/8' <br />4X6 <br />6X6 <br />12" <br />16 1 /2" <br />15" <br />4X6 <br />6X6 <br />HHDQ11 <br />11810# <br />PLATE @ BOTT. <br />HDU14 <br />14390# <br />A36 THRD. ROD <br />ill <br />W/4"X4"X1/2" <br />4X8 <br />6X8 <br />15" <br />18" <br />18" <br />HHDQ14 <br />13710# <br />PLATE @ BOTT. <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 <br />12" <br />18" <br />2 <br />15" <br />24" <br />3 <br />21" <br />24" <br />-111 11 � = -111 111 1 11 111�' I <br />NOTES: <br />PAD & REINF. PAD & REINF. - SEE PLANS FOR HOLDOWN TYPES. <br />SEE PLAN SEE PLAN - SEE DETAIL #1 FOR INFORMATION NOT SHOWN. <br />- REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT <br />EXTERIOR PAD INTERIOR PAD FOOTING SHOWN. <br />FOOTING - MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO • • <br />1. CONC. SLAB. CENTERLINE OF BOLT). NOTES: <br />2. PAD FOOTING PER PLAN. - SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. - SEE DETAIL #1 FOR <br />3. EXTERIOR FOOTING PER PLAN. - FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X W INFORMATION NOT SHOWN. STAMP <br />4. INTERIOR FOOTING PER PLAN. 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 <br />NOTES: STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) SHOT PINS AS PER GENERAL <br />- SEE DETAIL #1 FOR INFORMATION POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF NOTES FOR NOW SHEAR WALLS. QROFESSION4 <br />NOT SHOWN. THOSE SPECIFIED FOR SOLID POST ATTACHMENT. �,� G Ccc/ <br />FNC10 FNC12-NEW FNCO2 CIO <br />PAD FOOTING 8 TYPICAL HOLDOWN INSTALLATION 4 INTERIOR FOOTING DETAIL 2 6 <br />EXP.03131126 <br />s, CIV1\_ <br />q� POST &PAD <br />1. CONC. SLAB. FOFCA\_\F <br />1 2. CONC. PORCH SLAB. <br />L L 3. 3/ 8" MIN. EXPANSION JOINT W/ JOINT <br />2 -- FILLER (N/A @ MONO POUR LOTS). <br />SEE PLAN SEE PLAN 4. #3 X 24 DOWEL @ 24" O.C. DATE SIGNED: 4/8/25 <br />(3" MIN.) (3" MIN.) <br />1 FACE OF STUDS SHEET DESCRIPTION <br />J <br />STRUCTURAL DETAILS <br />3 I o � 2 <br />SLOPE PER ARCH <br />_---� 1. REINF. MAY BE CONT. OR ADD z_ <br />�Q��O� SINGLE LAYER INTERSECTION &CORNER BARS SAME SIZE & SPACING AS it I li I I • • F.G. <br />L L L WALL/FOOTING REINF. io i j - <br />_ I=III III -III-' � � Z <br />Aw .� = - I 1-I �L J� I=1 11-111I 11I 1=I 4 - - Eo L = 30 BAR DIA. MIN. IN CONCRETE. =1I I-1 I I I I-1 I i �. III-1 I =1 I - j <br />I 107 �^ L = 40 BAR DIA. MIN. IN MASONRY ? ALT. COND. <br />No. 1 11 III - 0-6' <br />En 3 <br />Exp.12/31/20-1:0 o MIN. <br />©C���GP� J J BASE PER PLAN ROVED COLUMN 4 <br />-�� 4 DE#: 240363 <br />OF C 3. OPT CONC2. POST PER <br />PSLAB • • <br />PAD &REINF. <br />SEE PLANS NOTES: SHEET <br />4. #3 MIN. "V" BAR BENT THRU <br />STIRRUP AS SHOWN W - SEE DETAIL #1 FOR <br />DOUBLE LAYERS INTERSECTION & CORNER INFORMATION NOT SHOWN. <br />NC15 FNC16 FNC03 SD <br />I <br />OOTING/ BEAM INTERSECTION 9 COLUMN BASE 5 HOUSE FOOTING TO PORCH SLAB 3 <br />