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CITY OF SANTA ANA <br />DInr%r,ir,fi n I -Pb no r-x <br />-1 ­� <br />� <br />1 'qX <br />-2 <br />i .. <br />2.1/2" MIN. a <br />�� D/2 <br />1 Iul II III Iy U <br />, Vu111LW,1 � t.1C. <br />•-'� <br />�t.y <br />4 24„ 5 <br />D/2 „ n 1 <br />4 2 ii MIN. TYP. � N <br />co 0 <br />u i D/2 z_I­- <br />-------------------�Q �- <br />± 22 1/2" w ■ O�� <br />II HOOK co O <br />I N ALT. TO VENT BLOCK F.G. F.G. � • <br />E ITIISSAN E <br />5" 4 1/4" 2„O U z. • I- I i- I II I I I I I� I I I -I Im - I -III <br />1. TYP. EDGE NAILING. � -I I I I of III -III -III III III II <br />---- TYP.---AX_-------J 2. A35@16"O.C.FORVENT 1 Qp <br />DONG ENGINEERING, INC. <br />ROOF TRUSS CONDITION SPACING OF 6'-0" (2-A35's PER o NOTES: <br />- - - ADJACENT BLK's.), AND @ 12" 0 � 0 w 7661 GARDEN GROVE BLVD., <br />p z - SEE DETAIL #1 FOR INFORMATION . _ <br />O.C. FOR VENT SPACING OF 4'-0" - NOT SHOWN. L J 11 aster I D . <br />0 o GARDEN GROVE, CA 92841 <br />(3-A35's PER ADJACENT BLK's.). a. O _ REBAS TO <br />SKIP A35's @ VENT BLOCKING. 1 2 0 w INTO EXTERIOR ORFOOTING MIIN. 24" 3 W W 10 • <br />Date. TEE- 714-617-5979 <br />3. SCREEN FOR VENTILATION. SEE NOTE #1 • INFO DONGENGINEERING.COM <br />+ 14 1/2' 6 SSTB BOLT INSTALLATION SSTB BOLT INSTALLATION <br />_ 4. 8d COMMON EDGE NAILS <br />@ 4" O.C. FOR VENT W @ SW @ EXT. FTG/SLAB @ SW @ INT. FTG/SLAB <br />2"0 - RESTRICTIVE NOTICE <br />THESE DESIGNS, DRAWINGS, AND <br />I SPACING OF 6'-0". 7 SPECIFICATIONS ARE THE EXCLUSIVE <br />NOTES: (U.N.O.) ``' � U.N.O. <br />I MAX. @ 3" O.C. FOR VENT o U <br />c� SPACING OF 4'-0". 1. LAP 1. POST PER PLAN <br />5. ADJOINING FULL HT. 1. 1 1/ 2" CLEAR OR BARS MAY BE IN - 54 BAR DIAM. #10 THRU #11 2. P.T.D.F SILL PLATE PROPERTY IN S CA ENGINEERING. <br />I BLOCKING PER SHEAR CONTACT IF WIRED TOGETHER. - 40 BAR DIAM. #8 THRU #9 3. CONT. FTG. REINF. PERP LAN THESE DRAWINGS CANNOT BE COPIED, <br />6 5 TRANSFERRED, OR REPRODUCED NOR <br />5" 4 1/4" +1 TRANSFER DETAILS. 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 CAN ANY OTHER STRUCTURES BE BUILT <br />- - - - - - - - TYP. 6. (3) BAYS OF FLAT BLK'G. ON THE SAME PLANE. 2. "D" = BEND DIAMETER 6" FOR #3 AND EMBEDMENT <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 />ROOF CONVENTIONAL CONDITION CENTERED @SCREEN. 3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO -POUR SYSTEM). BEND <br />RRC21 FNC07 FNC08 BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION 18" <br />TYPICAL VENT BLOCK 15 REINF. STD. HOOK, LAP 10 TYPICAL EXTERIOR TIE BEAM 6 #4HREBAR; .@12'OT .C.EA.WAYDCABLE. o Z REVISIONS <br />6. #4 HORIZ. @ 12' O.C. EA. WAY - - --- -- -- ------ <br />7. HOLD DOWN BOLT THREADED ROD PER TABLE. • •_' I - - -- <br />:'v' Er-1 I iviJ SCALE: 8. SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR F.G. <br />��� N0: DATE REVISIONS <br />2-0" MIN. <br />2 PANEL WIDTH THREADED ROD BOLT DIAMETER AND EMBEDMENT. __ _ 18" DOWEL <br />9. EDGE OF PAD FTG. -I I -I I I I fL� II III III- I I -III -III 01 03/27/2025 PLAN CHECK <br />ko\ <br />_-----------____= 1. SHEAR PANEL PER PLAN. 10. EDGE OF CONC. SLAB <br />-- ------11. EDGE OF CONT. FTG. <br />2. EDGE NAIL (E.N.) SHEAR <br />�8 --� 7 9 i i 1 3 i PANEL TO ALL SHEARWALL SIMPSON SSTB (PER ICC ESR-2611) <br />v EDGES. <br />1 i i WHEN PANEL EXTEND TO <br />i i 4 i TRIMMER, E.N. BOTH TRIMMER 1/8„ <br />7 , AND KING STUDS. <br />9 1 1. 2X ROOF RAFTER PER PLAN. i i i i 1 3. FIELD NAIL @ 12" O.C. <br />6 2. DBL. TOP PLATE OR i i i i 4. 2X OR MULTIPLE KING STUD 2 0 1 <br />DROP BM. PER PLAN. i i i i PER FRAMING NOTE W/ 16d <br />5 i A� 11 3. 2X STUD WALL PER PLAN. i i i i 6 @ 16" O.C. TO TRIMMER. <br />4. SHEARWALL PER PLAN. i i i i 5 5. TRIMMER PER PLAN. <br />2 5. FRAMING CLIP LTP4 PER 6. HEADER PER PLAN. <br />i i i i 1. CONC. SLAB PER PLAN <br />HOLD DOWN BOLT (MONO -POUR) <br />HOLD DOWN BOLT (TWO -POUR) <br />SIMPSON <br />HD. <br />HOLDOWN <br />CAPACITY <br />MIN. <br />MIN. <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 />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 />C z <br />W <br />2 �? <br />o U <br />1. VENNER WHERE OCCURS. <br />2. EXTEND FOOTING AT VENEER. <br />SHEARWALL SCHDL. @ 48 O.C. MAX. <br />6. 2X FULL DEPTH BLK'G 48" O.C. <br />@ <br />i <br />i <br />i i i <br />i i <br />i i i i <br />7. MIN. 3-16d TO END OF HEADER. <br />8. SIMPSON HOEDOWN <br />-- -- -- -- 2. BULLNOSE EDGES <br />SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2-2X AND 3X SILL PLATES. <br />3.245 REBAR CONT. @ T & B (U.N.O.). <br />3 BETWEEN RIM & 1ST JOIST. BOUNDARY <br />i <br />i 8 <br />PER PLAN. <br />=I =1 =1==- _5. <br />4. CONC. SLAB. <br />TO BLK'G. <br />� � <br />� � � <br />� � � � <br />9.wHEN HOEDOWNS <br />_ <br />-NAILS <br />I#3 <br />OPT. POUR JOINT (N/A @ MONO POUR) W/ <br />7. ROOF SHEATHING AND NAILING PER <br />i <br />i I <br />CONNECTED TO KING STUD,NAILING <br />r <br />DOWELS @ 16" O.C. EMBED MIN. 12" ON <br />SCHDL. <br />�� <br />iL-REPLACED <br />SIDS <br />S SCREWS W/ <br />1 <br />POUR. <br />8. BOUNDARY NAILS. <br />�- - <br />LONGER LENGTH TO GET 2 1/2" <br />1 3/4" „A„ A" <br />g ��II <br />6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA <br />PER PLAN. <br />----------------- <br />-- <br />PROJECT OWNER <br />9. (2) 16d SINKER OR SHORT NAILS AT NOTES: PENETRATIONS TO TRIMMER. MIN. TYP. PROJECT ADDRESS <br />EA. 2X4 FLAT. NOTES: r________ i 7. 2X STUDS @ 16" O.C. (U.N.O.) <br />77 <br />10. 2X4 FLAT @ 24" O.C. 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 7 8. SEE FOUNDATION PLAN FOR SUB -GRADE <br />2 I I <br />11. FRAMING CLIP @ ALT. LOCATION. 2. PROVIDE MIN. 2X BLK'G @ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. SEE DETAIL #1 FOR Q BELOW SLAB. <br />INFORMATION NOT SHOWN. 7 I 9. (E) CONC. FOOTING NOTES: <br />3. STAGGER NAILS THAT ARE SPACED 2" O.C. PROVIDE CONTROL JOINT AT I 10. (N) CONC. FOOTING - VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL <br />4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. - ii--------- I <br />5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. 10'-0" EACH WAY (U.N.O.), ii I 11. #4 DOWELS @ 32" O.C. W/ SIMPSON SEAMS PER MANUF. (U.N.O.). <br />6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL - PROVIDE SAW CUT WITHIN 24 F.G. u _ I = SET-3G EPDXY, ESR-4057. PERIODIC -VERIFY ALL INFORMATION PER UPDATED CAI <br />LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. HOURS OF POUR. _I I _I I_ II 5 _� , , � SPECIAL INSPECTION IS REQUIRED SOILS REPORT. <br />III I RRS10 WLC08 FNC09 FNC010 ° 11 I 10 z CD <br />SHEAR TRANSFER 16 SHEAR PANEL ASSEMBLY DETAIL 11 TYP. CONTROL JOINT 7 In ;i , EXTERIOR FOOTING DETAIL 1 �, <br />iNSERTI❑N SCALE11/12-NSERTI❑N SCALFI/24 : Of9 <br />co-J PLAN <br />�Q�,POFESSIO,yq � PANEL JOINT. "A" "A" <br />3/8" TYP. SECTION � ^ <br />0, <br />w No.6m �; TO <br />�0 v z <br />2 EXP. 3/31 /27 <br />��GPv Q THREADED ROD <br />q CHN W <br />TFOF CW`i <br />�-� - OFFSET EDGE SUPPORT <br />03/27/2025 1. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. 1. CONC. SLAB PER PLAN <br />2. JOIST. 2. 2X TREATED SILL PLATE <br />11 <br />SIMPSON <br />HD. <br />HOLD DOWN BOLT <br />POST <br />MINIMUM <br />FOOTING <br />EMBEDMENT <br />DIMENSIONS <br />HOEDOWN <br />CAPACITY <br />DWF <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 />HHDQ14 <br />13710# <br />1„ <br />W/4"X4"X1/2" <br />PLATE @ BOTT. <br />4X8 <br />6X8 <br />15" <br />18" <br />18" <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 <br />15" <br />24" <br />2 <br />18" <br />24" <br />3 <br />21" <br />24" <br />3. 2 x 4 W/ 16d @ 12" O.C. WITH SIMPSON 2-1/2 SHOT <br />PIN PDPA250 @ 32" O.C. I 1=III-III III I-III-III-III=1 M <br />PANEL JOINT. 4. 2 x 4 FLAT W/ (2) 10d @ EA. END. PER (ICC ESR-2138). NOTES: <br />3/8" TYP. I I -III -III -III -III -III -III -III -III SEE SHEET S.0 FOR MORE - SEE PLANS FOR HOLDOWN TYPES. n <br />INFORMATION. - SEE DETAIL #1 FOR INFORMATION NOT SHOWN. <br />- REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT <br />1 <br />SHOWN. <br />NOTES: - MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO • • <br />CENTERLINE OF BOLT). NOTES: <br />SEE DETAIL FOR - SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. SEE DETAIL #1 FOR <br />INFORMATIONNNOT SHOWN. - FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X W INFORMATION NOT SHOWN. STAMP <br />4 STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C. 7 - IN LIEU OF ANCHOR BOLTS USE <br />STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) SHOT PINS AS PER GENERAL <br />OFFSET EDGE SUPPORT POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF NOTES FOR NOW SHEAR WALLS. QROFESSIONq� <br />THOSE SPECIFIED FOR SOLID POST ATTACHMENT. ��� G <br />WLC04 FNC11 FNC12-NEW FNCO2 c <br />w C 6 <br />BLOCKING AT EDGE SUPPORT 12 NON -BEARING WALL 8 TYPICAL HOLDOWN INSTALLATION 4 INTERIOR FOOTING DETAIL 2 * EXP.03131/26 <br />NSERTI❑N SCALE:1/1P d' CIV1N- �Q <br />1. CONC. SLAB. FOFCA\-�FO�� <br />1 1 4 POST &PAD 2. CONC. PORCH SLAB. <br />2 3 L L 3. 3/ 8" MIN. EXPANSION JOINT W/ JOINT <br />2 -- FILLER (N/A @ MONO POUR LOTS). <br />SEE PLAN SEE PLAN 4. #4 X 24 DOWEL @ 24" O.C. DATE SIGNED: 3/27/25 <br />(3" MIN.) (3" MIN.) <br />1. PANEL BOUNDARY & BOUNDARY FACE OF STUDS SHEET DESCRIPTION <br />NAILING (B.N.) PER PLAN. J <br />4 2. FIELD NAILING PER PLAN. 1 I� ii ii 1 N z STRUCTURAL DETAILS <br />3. CONTINUOUS �N PANEL EDGE, NO i ', E.N. PER PLAN.�N 3 <br />L J� 2 <br />BLKG <br />4. DISCONTINUOUS PANEL EDGE, SLOPE PER ARCH <br />24" O.C.16" S S S & SPACING S i� �i _____ __ F.G. <br />E N PER PLAN 1 REINF MAY BE CONT OR ADD z <br />... .... ............... <br />5. FRAMING @ C. SHOWN SINGLE LAYER INTERSECTION & CORNER BAR SAME SIZEA ii ii = =I I -_ • oil <br />O.C. SIMILAR). WALL/FOOTING REINF. = - 4 z <br />6. DIRECTION OF FACE GRAIN L L L = _ _ -_ I I= `L J� -I I I -I I I EI I I- o g <br />PERPENDICULAR TO SUPPORT. L = 30 BAR DIA. MIN. IN CONCRETE. =III, I I I=I I <br />6 NOTES: L = 40 BAR DIA. MIN. IN MASONRY ALT. COND. -III-III-III 3 I I- 1 0'-6" <br />- STAGGER JOINTS AS SHOWN. <br />1 - MIN. SIZE OF SHEET SHALL BE N N MIN. <br />2 FT. x 2 FT. <br />- NAILS SHALL BE DRIVEN TIGHT 1. SIMPSON APPROVED COLUMN 4 <br />5 BUT SHALL NOT FRACTURE 4 BASE PER PLAN. DE#:240517 <br />SURFACE OF SHEATHING. 2. POST PER PLAN. • • <br />- TOLERANCE ON NAILING SHALL BE PAD &REINF. 3. OPT. CONC. SLAB NOTES: SHEET <br />3/4" W/ THE AVERAGE NAIL SEE PLANS 4. #3 MIN. "V" BAR BENT THRU 15" <br />STIRRUP AS SHOWN - SEE DETAIL #1 FOR <br />SPACING OVER ANY 4 FT. LENGTH <br />INFORMATION NOT SHOWN. <br />BEING AT LEAST THAT NOTED ON DOUBLE LAYERS INTERSECTION & CORNER <br />THE PLAN. <br />WLC07 FNC15 FNC16FNC03� SDI <br />PLYWOOD SHEATHING LAYOUT 14 FOOTING/ BEAM INTERSECTION 9 COLUMN BASE 5 HOUSE FOOTING TO PORCH SLAB 3 <br />INSER T I❑N SCALED/24 <br />