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GENERAL NOTES. (E)BLDG EDGE -3 4 5 (E)BLDG EDGE 2 2"X4"PT WD CAP,TYP <br /> A6.01 A6.01 6.01 6.01 <br /> 2"X6"PT WD RAIL,TYP., <br /> ALUM - _ - _- USE CARRIAGE BOLTS w m <br /> 1. DECK DETAILS DEPICT GENERAL REQUIREMENTS AND REPRESENT GENERAL DESIGN INTENT ONLY. HANDRAIL <br /> - 2"X6"PT WD JOIST, p FOR HANDRAIL B 7 . <br /> 3 1/2" 3'-7"MIN _- F 16"O.C.,PROVIDE d ATTACHMENT o <br /> 2. REFER TO STRUCTURAL DRAWINGS FOR REQUIREMENTS,DETAILS AND/OR SPECIFICATIONS FOR JOIST HANGERS X p � v_o <br /> STRUCTURAL SUPPORT AND ATTACHMENTS. _ a J 1 STANDO PT FF SIMPSON POST H t c ono <br /> 2 5/4"X6"PT -- - -- g PER STRUCT. Q �_ _ _ <br /> DECK BOARDS, _ a <br /> 3. DECK FINISH TO BE COORDINATED WITH ARCHITECT AND OWNER. 6.01 _ cl N p POST BASE,TYP. v y m <br /> TYP h -- M 2"X8"PT WD Z W m <br /> 4. REFER TO SHEET CS10 FOR ADA HANDRAIL AND RAMP REQUIREMENTS. NGP 657DKB v - 1"112" LEDGER BEHIND, ¢ M M N (V <br /> ALUM RAMP = iro f 2"X4"PT WD BOTTOM RAIL <br /> _ __ �- ALIGN WITH TOP OF <br /> °p DECKING,ANCHOR J o m N <br /> 5. PER IBC 1015.2,GUARDS ARE NOT REQUIRED WHERE WALKING SURFACE(S)ARE LOCATED LESS 2"X"4 SUPPORT r TO(E)PRIMARY ATTACHMENTS AND F <br /> 1'-0" 6" � BLOCKING PER <br /> THAN 30 INCHES FROM GRADE. MIN - 8'-0" 5'-0"MIN 6 TO STRUCT.'REFER M STRUCTURAL U <br /> 7/1 <br /> 1 <br /> 2 DECK RAMP SECTION A 3 DECK RAMP SECTION B <br /> A6.0 A6.0 SCALE: 1/2"=1'-0" <br /> SCALE: 1/2"=1'0" OC-I.-ES <br /> 3 I 1 <br /> CID <br /> • 6.01 I 1 q <br /> I 1 <br /> A6.01 8 1 <br /> 7 <br /> 8,4„ a 8.01 T-31/2" 2 1,_0„ � <br /> 6.01 MIN Z J <br /> W W W <br /> DABENCH <br /> /J <br /> M Z N `u W <br /> 13 Z =Q LEVEL 1. a LEVEL 1. w W <br /> 0A 6 ly- <br /> Z g.0 GE - - - 0.0� 0.0 ' Q Cn D <br /> 0 <br /> 0 L)) �N�NGSPP 4"X6"PT WD 4„X6"PT WD J O N � <br /> i� o JOIST SUPPORT JOIST SUPPORT <br /> 0 ih PER STRUCT. 4'-0" 5'-0"MIN 5'-0"MIN 4'-0" PER STRUCT. m O W <br /> 4 DECK RAMP SECTION C 5 DECK RAMP SECTION D w C <br /> A6.0 SCALE: 1/2"=1'-0" A8.0 SCALE: 1/2"=1'-0" Q U <br /> $ V.3110 5'-01,MIN = <br /> 3'-11"V.I.F. 1'-0" <br /> MIN <br /> ' LL <br /> j 5/4"PT DECK <br /> BOARDS <br /> 0D °' 4"X6"PT WD JOIST,ATTACHMENT PER STRUCT. 2"X6"PT WD <br /> FRAMING,16"O.C. <br /> 5/4"X6"PT DECK BOARDS,TYP 4"X6"BENCH BEAMS,W/ <br /> 1'I 1'-0" JOIST HANGERS AND FASTENERS PER STRUCT. FRAMING ANGLES PER 1 8" <br /> V.I.F. STRUCT. <br /> 2"X12"PT WD STRINGER <br /> LEV 1. 2"XS"PT WD RIM iv <br /> _. ih as <br /> T 0•01, 2"X8"PT WD FASCIA JOIST PER PLAN REGISTERED <br /> w ARCHITECT <br /> 2"X4"PT WD CLEAT,ANCHOR PER STRUCT. 6"X8"PT WD - <br /> io JOISTS,V-0"O.C., <br /> w.score cuaN <br /> BLOCKING PER SATE OF WASHINGTON <br /> 6"X8"PT WD @ 5'-0"O.C. STRUCT. _! <br /> (V <br /> ENLARGED DECK PLAN 5 TYPICAL DECK STEP SECTION 7 BENCH SECTION DATE, 12/14/23 <br /> A6.0 A6.0 SCALE: 1"=1'-0" A6.0 SCALE: 1"=1'-0" <br /> JOB 011 <br /> - <br /> SCALE: 1/2"=1'-0" PERMIT NO. B2404-010 <br /> REVISIONS' <br /> DATE DESCRIPTION <br /> 1 06/28/24 PERMIT REV 1 <br /> 4 5 <br /> - ---- - <br /> _ A6.01 6.01 7 ISSUE' <br /> 6.01 <br /> -- - 04/01/24 BP PLAN SET <br /> _-LEVEL 1 LEVELI. _ _ - - - ENLARGED <br /> . _ <br /> 0:01' OOT _ DECK PLAN <br /> AND DETAILS <br /> INIIIIIIIII PROVIDE ADDITIONAL 4"X4" <br /> POST TO SUPPORT BENCH <br /> SHEET NO: <br /> 6 EAST DECK ELEVATION 9 SOUTH DECK ELEVATION <br /> A6.0 SCALE: 1/2"=1'-0" A8.0 SCALE: 1/2"=V-0" A6.01 <br />