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CITY OF SANTA ANA <br />H2.5A 932" - LINE OF TOWER ling and BuHdin. Xgnncy <br />TO BE REDUCED <br />(CONY.) PLY I ) B.N. I 3 <br />(TYP") (VERIFY W/ ARCH'L) (N) 4x10 LEDGER H2"5A 632" <br />W/ 4-1/4"x�o1/2" SDS VERIFY (E) SHEAR B" " <br />(N) E.N. SCREW Q S" O.C. TRANSFER OR ADD (CONT.) PL B.N. 2x PTDF W/ YO 2-04 DO ELS A O e <br />(N) E. (CONT.) PLY (N) A35 2�" O.C. AB 6 48" (2-MIN (4-TOTA ) DRILL <br />(N) B.N" (N K, �� 2411G (N) 2x BLK'G W/ E"N"J • ° 3❑ ITYPJ PER SILL) �� EP Y� PER T U A N <br />VERIFY BL LEDGER MIN. � � � W/SIMPS N 'SET <br />REPLACE (E) BRACE IN led a S O.C. s i i� <br />(E) PLY E.N. u I <br />3-6d KIND G (N) TOWER HEIGHT E"N" E.N. XP [CC- SR 2508 - I_., <br />l�3 MIN.) BRACE IN" (IF OCCURS) (N) A35 a 2�" (N) 2x6 BRACE T4B e <br />W/ �10X3/4" SCREW 4 Is 60" O"C"(V) 3L3 MIN. 3 MIN. z ARMET DAVIS NEWLOVE & <br />(E) BRACE TO BOTT. OF (E) EA. STUD E"N" -�AIA ARCHITECTS <br />ATTACHMENT TO REMAIN ROOF PLY W/ 3-10d EA" END MSTA36(N) 16" O"C" E N _ — — —_ S WPCIATES, <br />_�—I I, - 1330 OLYMPIC BLVD. <br />(E) BLK'G OR REVISED Or, TO NOTCH PLY _ z <br />� a t e . SANTA MONICA, CALIFORNIA 90404 <br />(N) 2x(o(N) MSTA3(o(V) a 111 2-04 ��- XIST PH310452-5533 FAx310450-4742 <br />L REF" 20 ❑3 BRACE T45 OOTING <br />MIN" Q T45 (E) BRACE . <br />5'-0" TO REMAIN <br />lN) AWNIN lEl) BMI — O.C.(V) (WHERE OCCURS) <br />(E) TRUSS lE) (E) TRUSS OR ° <br />BY OTHERS I I (E) lN) BM (E) FRAMING (CUT <br />(WHERE LEDGER TRUSS TRUSS PER PLAN BACK AS REQ'D FRAMING (DIRECTION EA" STUD <br />SION PER ARCH'L <br />OCCURS) STOREFRONT TO REMAIN TO FIT W/ (N) HGR E.N. QHDR MAY VARY) <br />W/ 3-10d m REQUIIRED FOR NEW WALLS <br />EA" END E.N. <br />PtR 4RCH'L�II (E) (N) BM PER PLAN <br />(1tH OCCURS) II PLY (WHERE OCCURS) L <br />.1.L u <br />() YL(E)�- <br />E P (E) <br />15 (N) RT • • FRAMING BM (E) WALL <br />REF. _ CURB ° ° (E) (E) <br />3-1i¢"0 x 31/2" SDS 15 (E) PLY <br />SCREW � PLY REF" _ CURB U (WHERE OCCURS) E.N.H FASTENER TRUSS <br />EQ. SPACED J TO REMAIN 2x PTDF W/ YO <br />(TYP.) 3-1/4110 x 31/2" SDS (N) POST 3 AB 6 48" (2-MIN <br />N) RTU CURB SCREW e PLY PER PLAN (N) 6x10 II CONC. lE) BM PER SILL) <br />(LOCATE II WALL (WHERE <br />EQ. SPACED PER II I (WHERE OCCURS) 2-04 DOWELS (4-TOTAL) <br />(TYP") ARCH'L) II I OCCURS) d E"N. DRILL 4" 4 EPDXY <br />(N) A34 EA. W/SIMPSON 'SET' XP <br />SIDE OF POST (E) SLAB ICC-ESR 2508 <br />z <br />_ N) 4x6 P R AN (N) 4x (N) /� ULL <br />(N) 3/�" FULL DEPT 3 cA <br />PLY x 12" WIDE N) LUS�6 PAC NGR PER PL <br />DEPTH Y <br />MIN. (NAIL TO PLY) x 12" WID <br />X 31/2u SDS 3_1/4"� x 31/Zu S # <br />T BZ - EXIST FOOTING <br />SCREW PLY SCREW 6 PL �\ <br />EQ. SPACED (E) FOOTING <br />ITYP") 12" MIN" (TYP.) <br />E) TRUSS � 6 <br />PER PLAN - _ DIMENSION PER ARCH'L AS <br />�/] o REQUIRED FOR NEW WALL O <br />(E) PLY <br />,L*" .SECURE PER <br />MANUF" SPECS. <br />E.N. (N) FULL DEPTH BLKG �x SLEEPERS 3 1 <br />TO MATCH � (E) PLY PERIMETER OF (/s � x 3 /2 LAG EA. � <br />CORNER MIN") HTK <br />(E) (REPLACE 6 STUD EDGE (WHERE OCCURS) (N) POST PLATFORM <br />STRUCTURAL ENGINEERS, LLP <br />IN KIND) PER PLAN 0 14288 Danielson Street • Suite #200 • Poway, CA 92064-8819 <br />n, ROOF SHEATHIN <br />• • (N) A3� EA" (858) 679-8989 WWW. HTKSE.COM Fax (858) 679-8959 <br />SIDE OF POST S IMPSON 43E> (1) -S -IN�7 <br />(� <br />EDGE OF (N) 2x STUD (E) SLAB —ALIGN a (E) JOIST ORTO MATCH (E) 24" TRUSS LOC" OR (N) 4x BLKG 6 CURB�oFEs <br />2�" O/C -(MIN. 2 EA. SIDE)ALIGNED (E) TRUSS OR <br />OPTION: DAMAGED 2x STUDS TO — PROVIDE (N) 4xr 6 49 <br />-1 PERIMETER OF <br />. MECH. <br />BLK'G 6 RTU 6/30/26 <br />BE 1REPLACED IN KIND OR PLACED . . 11=I Ii=i �I PERIMETER s'qT civ\� <br />ADJACENT W/ A34 TOP 4 BOTT. 2-ROWS OF 11 a 11/2" „III= PLATFORM SECURE W/ F o <br />.. (2- OF 18 #1OX3/�. C��4LV" SCREl�1S (LADDER FRAME � 24" of CP�-�F <br />ROWS O"C. 6 PARALLEL <br />NOTE: PROVIDE SNORING AT <br />3(o TOTAL NAILS) CONDITION) <br />TOP PLATES IF MORE THAN 0 0 1. CONTRACTOR TO VERIF`I' <br />2 BAYS ARE REPAIRED. m OPTION: ALIGN (N) FULL HT. 2x STUD ADJACENT (E) FOOTING <br />W/ A34 TOP 4 BUTT. PENETRATIONS W/ <br />NOTE: EXISTING ANCHOR BOLTS ROOFln1ARRANTI' <br />CAN BE REUSED ON NEW SILLS <br />IF CORROSION OR DAMAGE IS EDGE OF (E) DAMAGED <br />NOT PRESENT STUDS <br />(N) FULL DEPTH BLK'G 2 - CTS216 STRAP FRAMING NOT <br />(N) PLYWOOD e STUD EDGE (1 EA. SIDE OF T. <br />i�PLACED IN KIND SHOWN <br />(PLY 4 NAILING TO PL. BRRV TYP. <br />(E) FRAMING JST <br />MATCH (E)) VERIFY (E) SILL TO RREUSE OR (N) 2x PTDF SILL DIR MAY VARY <br />W/ 5/$" 0 TITEN HD OR 5/8" A+LLTHREAD TO MATCH (E) A"B. _ _ Idam <br />SPACING (48" O.C. MAX) <br />DRILL 4 EPDXY FOR ALL THREAD WENBRIS T— 2600 S <br />EX W/ 511- JAI SET-3G ICC ESR 4051 SANTAANA, CA <br />TO MATCH (NOTE: EXISTING ANCHOR BOLTS CAN BE REUSED IF <br />(E) (REPLACE DAMAGE IS NOT P1�SENT) B oT14EF6 xoPT DME 10�4-2024 <br />IN KIND) <br />— CUT PL'S � <br />3" MIN. PLUMBING (TYP.) im N• 24-34M <br />DRAWN BY DIM BY <br />FIE NW(N) IIBLK'G W/ A35 TOP 4 BOTT" <br />EA ENE) @(N) AWNING/CANOPY <br />ATTACHMENTS POINTS <br />TYP" 6 ALL CANOPY LOCATIONS <br />TYPICAL DAMAGED STUD REPAIR TYPICAL CUT TOP PLATE REPAIR <br />0 S101 <br />o <br />AND LAP i� ga(CUT � <br />