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Header <br />Simpson® LSTA24, <br />USP® LSTI-22 strap <br />(or equal) for pitch <br />over 7:12 <br />Web filler <br />required each side <br />Simpson® LSSU, USP® TMU <br />(or equal) hanger Beveled web <br />stiffenersrequired both sides <br />Don’t cut <br />beyond inside <br />face of bearing <br />LPI blocking5 <br />Cut to fit tight <br />to wall plate <br />2'-0" <br /> <br />m <br />a <br />x <br />. <br />2 x <br />beveled plate <br />Simpson® VPA, USP® TMP (or equal) <br />connector may be substituted for beveled plate <br />LPI blocking5 <br />1 <br />1 <br />2. <br />5 <br />' <br />HE <br />I <br />G <br />H <br />T <br />1 <br />1 <br />WEB STIFFNER <br />2x BLOCKING W/(3) 10d <br />TOE NAIL EACH END <br />CLIP EA/BRACE <br />EN <br />BN <br />CONT 1 3 4" LVL <br />RIM JOIST <br />W/SHEAR CLIPS <br />(3) 10d <br />MINIMUM <br />EN <br />2X6 STUD <br />SPRING LOCK FLASHING <br />EXTERIOR CEMENT PLASTER <br />CAP SHEET <br />BASE FLASHING <br />ROOF UNDERLAYMENT <br />4" CANT <br />SLOPE 1 <br />2" PER <br />FOOT MIN. <br />12" WOOD SHIMGALVANIZED SHEET <br />METAL COPING <br />3 <br />12" <br />WSP <br />CONTINUOUS GALVANIZED <br />SHEET METAL CLEAT <br />(N) CONC. SLAB ON TOP OF <br />ON TOP OF EX. SLAB <br />MEMBRANE OR EQUAL, <br />& CRACK PREVENTION <br />WATERPROOFING <br />REDGUARD <br />TO REMAIN & APPLY <br />EX. CONC.SLAB <br />EX. SLAB W/#4@16" O.C. E.W <br />6" <br />W/ SIMPSON SET XP EPOXY <br />DRILL #4 X 6" HOLE SET #4 REBARS @16"O.C. <br />MIN. 4" SLAB, <br />LEVEL W/ <br />EXST <br />VARIES <br />* <br />** <br />OR EQUAL <br />2 X 6 STUDS @ 16" O.C. <br />DOUBLE TOP PLATES, SINGLE BTM <br />INTERIOR SHEATING -5/8" TYPE X GYP BOARD <br />EXTERIOR SHEATHING 7/8" MIN <br />WOOD STRUCTURAL PANELS <br />S3.0 <br />REVISIONS BY <br />DATE <br />SCALE <br />JOB NO. <br />SHEET <br />DRAWN <br />NP <br />AS SHOWN <br />1007 <br />08/2024 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />20 <br />1 <br />6 <br /> <br />S <br />. <br />O <br />A <br />K <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />RA <br />F <br />A <br />E <br />L <br /> <br />G <br />A <br />L <br />A <br />V <br />I <br />Z <br />NOTE: <br />1. SAFETY BRACING (1 X 4 MIN) AT 6' OC AND EXTENDED TO A BRACED <br />END WALL. FASTEN AT EACH JOIST WITH TWO 8d NAILS MINIMUM. SEE <br />MANUFACTURER'S INSTALLATION GUIDE. <br />2. ALL RIM JOISTS, BLOCKING, CONNECTIONS AND TEMPORARY <br />BRACING MUST BE INSTALLED BEFORE ERECTORS ARE ALLOWED ON <br />THE STRUCTURE. <br />3. 4" VENTILATION HOLES ARE ALLOWED IN BLOCKING. <br />4. NO LOADS OTHER THAN THE WEIGHT OF THE ERECTORS ARE TO <br />BE IMPOSED ON THE STRUCTURE BEFORE IT IS PERMANENTLY <br />SHEATHED. <br />HEADER CONNECTION1 <br />S3.0 <br />BIRD'S MOUTH2 <br />S3.0 <br />BEVELED PLATE3 <br />S3.0 <br /> I-JOIST ROOF JOIST PARALLEL <br />TO WALL WITH KICKER <br />4 <br />S3.0 <br />5 <br />S3.0 PARAPET FLASHING6 <br />S3.0 <br />PARAPET COPING7 <br />S3.0 <br /> I-JOIST ROOF JOIST PERPENDICULAR <br />TO WALL WITH KICKER <br />FOOTING CONNECTION8 <br />S3.0 <br />DOUBLE WALL10 <br />S3.0 <br />GARAGE WALL <br />NEW ADU WALL <br />1-HOUR FIRE WALL DETAIL (UL - U305)9 <br />S3.0