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CITY OF SANTA ANA <br />Planning dnjdjdu1*h&bency <br />0 <br />rn <br />I <br />tow,,^^ <br />(E) VERIFIED BY <br />OTHERS UNDAMAGI <br />BUILT—UP END PC <br />NOTE: <br />SEE ORIGINAL CONSTRUCTION DRAWINGS <br />PREPARED BY WILLIAM HEZMALHALCH <br />ARCHITECTS, INC., DATED AUGUST 27, 2015 <br />FOR ADDITIONAL INFO. DRAWINGS WERE <br />PROVIDED TO OUR OFFICE BY CLIENT / <br />OWNER. DRAWINGS ARE FOR REFERENCE ONLY. <br />PARTIAL & LIMITED BALCONY GUARDRAIL END ATTACHMENT REPAIR PLAN <br />SCALE: 3/4" = 1'-0" <br />FRAMING NOTES <br />• THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS TO EXISTING SITE CONFIGURATIONS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR <br />PROPER ADJUSTMENT BEFORE PROCEEDING WITH WORK. <br />• FASTENERS, CONNECTORS, AND HARDWARE IN CONTACT WITH PRESERVATIVE —TREATED WOOD SHALL BE HOT —DIPPED GALVANIZED OR STAINLESS STEEL AS RECOMMENDED BY <br />THE PRESERVATIVE TREATMENT MANUFACTURER. FASTENERS, CONNECTORS, AND HARDWARE THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH <br />PRESERVATIVE —TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. <br />• DECKING, FINISHES, NON —SLIP SURFACES, FLASHING, VENTILATION, MOISTURE —PROOFING, SEALANTS, SLOPES, DRAINAGE, ETC. ARE BY OTHERS. <br />• INJECT CONSTRUCTION ADHESIVE INTO HOLES PRIOR TO INSTALLATION OF LAG SCREWS AND SEAL PENETRATIONS. <br />• THE CONTRACTOR IS TO EXPOSE AND REPORT ANY ADDITIONAL PRESENCE OF DRYROT AND DECAY, ETC. TO THE ENGINEER FOR ADDITIONAL REPAIR RECOMMENDATIONS. <br />WHERE (E) IS PROPOSED TO REMAIN, CONTRACTOR TO VERIFY INTEGRITY OF MEMBERS. <br />_==:aLc •► <br />(E) VERIFIED BY OTH <br />UNDAMAGED 1 "x2" MI <br />TOP RAIL TO REMAIN <br />(N) 1 /4" THICK x 1-1/2" <br />WIDTH x 6" HEIGHT STEEL PLA <br />(E) VERIFIED BY <br />OTHERS UNDAMA( <br />PICKET TO REMAI <br />WALL FINI <br />BY OTHER <br />(N) (2) 1 /2" DIA. LAG SCREW x 3" <br />CENTERED & FASTENED INTO (E) VERIFII <br />BY OTHERS UNDAMAGED SOLID FRAMING <br />(E) VERIFIED BY OTH <br />UNDAMAGED 1"x2" MI <br />BOTTOM RAIL TO REW <br />(E) = EXISTING <br />HDG = HOT DIPPED GALVANIZED <br />MIN. = MINIMUM A <br />P.T. = PRESSURE TREATED <br />TYP. = TYPICAL S 1 . <br />V.I.F. = VERIFY IN FIELD <br />(N) 1 /4" THICK <br />1-1/2" WIDTH x <br />HEIGHT STEEL PU <br />1 4" <br />TYP. <br />1 4" (E) TOP / <br />BOTTOM RAIL <br />3/4" <br />3/16 2" <br />LAG SCREW, 1" <br />SEE BELOW <br />STEEL PLATE, I OF LAG SCREW, <br />SEE BELOW STEEL PLATE, (E) <br />TOP RAIL <br />n <br />' FIED BY OTHERS <br />3ED DBL TOP <br />0 REMAIN <br />;N) (2) 1 /2" DIA< LAG SCREW <br />c 3" CENTERED & FASTENED <br />NTO (E) VERIFIED BY OTHERS <br />JNDAMAGED SOLID FRAMING <br />E) VERIFIED BY OTHERS <br />JNDAMAGED GUARDRAIL <br />VALL STUD TO REMAIN <br />(E) VERIFIED BY <br />OTHERS UNDAMAGED <br />(2) 2x4 BUILT—UP <br />POST TO REMAIN <br />;E) SHEATHING <br />f0 REMAIN <br />(E) VERIFIED BY <br />OTHERS UNDAMAGED <br />SOLE PLATE TO REMAIN <br />0 <br />FOR PE <br />Master ID: <br />Date: <br />rl� <br />The Engineer reserves `ull rights; and It Is <br />Ill"ma. <br />gal to copy or otherwise duphoots, <br />scribe, distribute, dlsserninate, disclose, <br />rouse, or create derivative works from these <br />documents in whole or in part. If you try to <br />My' <br />steal, or distribute all or any part of <br />this information without our expressed, written <br />permission, our attorneys will contact you and <br />prow Iegal charges seeldng monetary reimbursement for your plagiarism. Likewise, <br />If you are a licensed construction professional <br />you will be reported to the State board, and <br />your license will be revoked due to your <br />plagiarism, We regularly and actively search <br />the industry and exercise our local rights <br />000 <br />CO <br />�21 <br />00 <br />0 <br />� <br />0 <br />LO <br />0 <br />a� w <br />I <br />W <br />L� <br />C <br />co <br />0 <br />E <br />Ei <br />rL OF LAG SCREW, <br />STEEL PLATE, (E) <br />. <br />ER V <br />BOTTOM RAIL <br />D Z <br />z 00 <br />LAG SCREW, <br />E' <br />O <br />O <br />`t <br />SEE BELOW <br />SEE BELOW <br />1 " <br />p <br />Q <br />2 rn <br />�0U <br />W <br />0 CV <br />Z W z <br />--- <br />2" <br />--- <br />CY <br />U�� <br />3/16 <br />3/4 <br />= <br />0 Z <br />BC RAIL <br />= U <br />cv 0 <br />1 4 <br />TYP. <br />TT1UPOM <br />V) <br />1 4" <br />TYP. <br />GUARDRAIL POST END CONNECTION <br />N.T.S. <br />U o <br />ZLLJ <br />Q <br />ED _ � <br />HJQ=)o <br />W O O 0 <br />=°0rn <br />W COf CU <br />�3QZZry <br />�QQ=QJmx <br />Q =a'i_ <br />C) z�_<<ZQ z <br />Oo <br />cn <br />J 0 <br />m o <br />SCALE 1 /4" = 1'-0" <br />DATE 07/02/25 <br />PROJECT NO. 250512 <br />SHEET NO. C 1 e 1 <br />CE <br />3 OF 3 SHEETS <br />