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OPEN GUARDS SHALL HAVE BALUSTERS OR DECKING PER PLAN W/(2}# <br /> ORNAMENTAL PATTERNS SUCH THAT A 4"DIAMETER 8x3"WS @ 6"OC TO BLKG <br /> SPHERE CANNOT PASS THROUGH ANY OPENING PER <br /> [CRC R507.2.21 CBC 1015.4 (R)4z4 PT GUARDRAIL (R)DECKING <br /> POST @ 6-0"OC,MAX PER PLAN O <br /> (R)DECK BEAM PER (R)DECK JOIST <br /> PLAN PER PLAN <br /> METAL GUARDRAIL .r <br /> PICKETS @ 4"OC,MAX (R)DTT2Z @ EACH Q� w <br /> GUARDRAIL POST z w <br /> (R)AC4 OR ACE4 Z. z E <br /> POST CAP W O O °u <br /> Q wma a <br /> m <br /> m¢N c <br /> .I w m Z c <br /> GUARDRAIL POST (R)POST PER PLAN KG w o m <br /> ASSEMBLY PER (R)PB44 POST BASE �1 0 8 in <br /> (OR ABA44 W/1/2.0 AB <br /> - W/7"EMBED) <br /> 1 � <br /> —III- <br /> (R)CONCRETE FOOTING <br /> 1 - PER PLAN �ODREWg <br /> GUARDRAIL POST PER PLAN GUARDRAIL POST ,y pF I\As,1 <br /> (4x4 MIN,DO NOT NOTCH) ASSEMBLY PER <br /> METAL MESH OPTION SEE PLAN REINFORCEMENT <br /> �� PER PLAN <br /> O ECK POST- ND RD L 'pr 3069�G <br /> OPEN GUARDS SHALL HAVE BALUSTERS OR 3/ -V-0"ORNAMENTAL PATTERNS SUCH THAT A 4-INCH ASS/OVALET,G`� <br /> DIAMETER SPHERE CANNOT PASS THROUGH ANY S�IS(24 <br /> OPENING PER[CRC R507.2.21 CBC 1015.4 <br /> (R)WALL FRAMING <br /> PER PLAN <br /> (R)2X SOLE PL W/16d @ <br /> (R)SP WHERE OCCURS 12.OC,UON TO RIM JST <br /> (R)BN (R)1 1/2"LSL RIM BOARD <br /> GUARDRAIL @ 4"OC (R)FLOOR SHEATHING <br /> (R)DECKING AND(R)JOIST PER JOIS P <br /> z PLAN.16d @ 16"OC TO LEDGER. <br /> g LUS28 JH TO LEDGER (R)2X BLCKG BETWEEN <br /> JSTS ABV BEAM <br /> DECK PLANK PER <br /> PLAN <br /> (R)LEDGER PER PLAN. <br /> FASTEN W/2-SDWS22400DB @ <br /> \ 16"OC J (R)GIRDER PER PLAN <br /> (R)POST PER PLAN (R)BC4 POST CAP <br /> ® OO (R)ABA44 W/1/2"0 AB <br /> ® ® W/7"EMBED 11I J <br /> GUARDRAIL POST PER PLAN GUARDRAIL POST z u III— rW, M <br /> (4x4 MIN,DO NOT NOTCH) ASSEMBLY PER a PE)R PLAN CONCRETE FOOTING U O <br /> w _ z UJ N <br /> WOOD PICKET OPTION 1 w -III- 0 / oo 0 Q <br /> SEE PLAN REINFORCEMENT Q 4 GUARDRAIL OPTIONS P RPLAN Q J <br /> 3/4"=1'-0" <br /> NOTE:BRACES OUT-OF-PLANE NOT SHOWN FOR CLARITY 0. m Q <br /> OPORCH LEDGER >- O F' <br /> 3/4"=V-0" w U wLL <br /> C) W U <br /> PE)R POLAR SHEATHING 0/ Lo > <br /> (R)DECKING (R)2X BLKG V <br /> (R)BN (R)BEAM PER <br /> (R)SM PER PLAN PER PLAN (R)GIRDER PER PLAN PLAN ``^^ <br /> Vl <br /> (R)2x12 PT(OR <br /> EQUIVALENT)STRINGER <br /> (R)(2)SDWS22SOODB <br /> � (R)A35 <br /> (R)BC4 POST CAP <br /> (R)(2)SDWS22500D6 <br /> wi (R)2z8 PT SILL PL rLSCR (R)POST PER PLAN (R)BRACE PER PLAN <br /> U <br /> z (R)(2)SDWS22500D6 <br /> III (R)(2)SDWS22500DB <br /> -I W/7 BEMBED/1l2"0 AS — - <br /> II <br /> (E)CONIC STOOP u III o _—I(R)CONCRETE FOOTING m <br /> o w — PER PLAN u <br /> U w _I-III m w -III-1 II II m <br /> SEE PLAN REINFORCEMENT <br /> O PLAN <br /> DECK STAIRS TO CONIC PER a <br /> 314"=1'-O" 3 EXTERIOR WALL SECTION q . <br /> 3/4"=1'-O" n n <br /> U U m <br /> 0 Z O- <br /> m <br /> s a <br /> n Cn <br /> L O <br /> LLI <br /> v <br /> 0 <br /> NN <br /> CJ � <br /> 0 O <br /> (7 <br /> m DATE <br /> 8/15/2024 <br /> DRAWN <br /> o° <br /> KBM <br /> JOB NO <br /> C4651066.00 <br /> SHEET S4C .2 <br /> n <br /> tz <br />