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f- <br />1/2" EXPANSION JOINT <br />WING WALL <br />MAXIMUM SLOPE <br />30 DEGREES <br />EXPANSION JOINT WITH JOINT SEALANT <br />4" THICK CONCRETE SIDEWALK <br />TRANSITIONS TO 6" THICK <br />#4 VERTICAL REBAR _ <br />30" O.C. <br />THICKENED EDGE BEAM <br />COMPACTED SUBGRADE -� <br />3000 PSI POURED <br />CONCRETE HEADWALL <br />(6) #4 REBAR CONTINUOUS r� <br />ATTACH TO CAGE WITH METAL TIES <br />#4 REBAR CAGE- 8" HT. x 24" WIDTH - <br />VERTICAL AND HORZ. REBAR AT 30" O.C.- <br />HOLD 3" OFF BOTTOM OF POUR <br />NOTES <br />1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. <br />2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. <br />3. ALL ST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE <br />TREATED UTHERN PINE WITH EASED (SANDED) EDGES. <br />4. ALL NAILS S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 <br />FOOTING EXTENDS TO LIMIT 5. CUT ENDS OF PO TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT <br />OF WING WALL SEE PLAN VIEW <br />(I.E.COPPER NAPHT NATE) <br />6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. <br />III <br />4 <br />4 <br />p <br />4'40 <br />4. <br />• <br />a. <br />4. <br />a <br />c <br />4 <br />4 <br />4 <br />DECKING - SEE DOCK A <br />CONSTRUCTION PLANS <br />JOIST - SEE DOCK <br />CONSTRUCTION PLANS <br />1 % SLOPE <br />SIMPSON STRONG TIE <br />FSA- HOT DIPPED GALVANIZED <br />0 FOUNDATION ANCHOR- PLACE ONE <br />ANCHOR AT EACH JOIST <br />0 <br />0 <br />0 <br />2" AIR GAP <br />-� FINISH GRADE ON LOWER <br />SIDE OF HEADWALL- BLEND <br />GRADE WITH GRADE AT END <br />j OF SLOPED WING WALLS <br />ATTACH TO HEADWALL WITH <br />-� (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT <br />(� EXPDXY BOLT INTO CONCRETE HEADWALL <br />3'-0" =i <br />A <br />1 CONCRETE HEADWALL- CONNECTION TO WOOD DOCK <br />HS13 1 I" = 11-01' <br />SIMPSON STRONG TIE H0212 <br />at <br />(2) " x 12" # 24" O.C. <br />SIMPSON STRO TIE CB66 <br />COLUMN BASE SET IN COLU POUR <br />CENTER ON CONCRETE C UMN <br />SLOPE TOP OF COLUMN <br />AWAY FROM CENTER TO <br />SHED RAINWATER- 2%SLOPE- <br />SET CULUMN BASE LEVEL <br />2" x 6" DECKING <br />7!7,77 <br />3" x 12" <br />\� SIMPSON STRONG TIE A <br />6" x 6" WOO POST <br />% HEIGHT RIES <br />3000 PSI POURED CONCRETE COLUMN <br />0 <br />a FINISH GRADE <br />I I #- III -III I I�II4 6" <br />24" DIAMETER ROUND 3000 PSI CONCRETE <br />13 MIN. °a I1-1 I COLUMN REINFORCED WITH (3) #5 VERTICAL <br />3-0"-i I I c I f I I I REBAR- TRIANGULAR PATTERN - <br />STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR <br />STABILITY DURING POUR <br />COMPACTED SUBGRADE II HOLD REBAR 3" FROM EDGE OF POUR <br />(3) #5 HORZ EBAR AT 15" <br />2 \ C CRETE COLUMN SECTI � DELETED FROM PROJECT <br />HS 13 1 1 /?,1" = V-a„ <br />LIMITS OF WOOD DECK O <br />1 Q <br />HS13 <br />Q <br />EXPANSION JOINT <br />v. o <br />DOCK AND OCK <br />PERMITTING T INCLUDED <br />IN CONTRACT (B OTHERS) <br />k"\ 9-6 9 <br />16 <br />64 <br />6-34' <br />9'- 6" <br />0 <br />WING WALL AT 45 DEGREE ANGLE <br />TO HEADWALL- SLOPE AT 30 DEGREE MAX. <br />ADJUST FINISH GRADE TO PROVIDE <br />MAX. 5% SLOPE ON CONCRETE SIDEWALK <br />AND ALLOW FOR BEAM DIMENSION OVER <br />WING WALL FOOTING <br />COLUMNS AND CONC. HEADWALL <br />9'-69161' <br />MAX. <br />JOIST <br />SPAN <br />2 <br />313 <br />18" DIAMETER CONCRETE FOOTING (TYPICAL) <br />ADJUST FINISH GRADE TO PROVIDE <br />MAX. 5% SLOPE ON CONCRETE SIDEWALK <br />AND ALLOW FOR BEAM DIMENSION OVER <br />WING WALL FOOTING <br />PROVIDE BLOCKING BETWEEN \POST <br />STONG TIE AC6 MAX AALL SPLICES IN BEAMS TO BE CE <br />8 OVER POSTS. SPLICED CONNECTIONS SHALL <br />p HAVE SIMPSON STRONG TIE PC66 POST CAPS <br />4 <br />LIMIT OF DECKING <br />2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK <br />HOT DIPPED GA ANIZED NAILS AT EACH JOIST OR BEAM <br />2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON <br />STRONG TIE HU212-HDG FACE MOUNT HANGERS <br />MAXIMUM ON CENTER <br />JOIST SPACING = 24" <br />SPACE JOIST EQUALLY <br />POST AND BEAM (BELOW) <br />JOIST LAYOUT <br />CUT DECK BOARDS <br />AT CORNERS TO PROVIDE <br />NO LESS THAN 112 BOARD <br />WIDTH- LOCATE CUT BOARD(S) <br />AWAY FROM CORNER <br />s WOOD DECK <br />HS13 <br />DESIGN CRITERIA <br />1. DESIGN LIVE LOAD = 100 PSF <br />2. DESIGN WIND SPEED = 140 MPH <br />3. EXPOSURE "C" <br />4. STRUCTURE IS AN OPEN STRUCTURE <br />5. Gpc=0 <br />6. VELOCITY PRESSURE = 36.3 PSF <br />7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 <br />8. BASED ON THE 2020 FLORIDA BUILDING CODE & SCE 7-16 <br />DOCK AND DOCK <br />PERMITTING NOT INCLUDED <br />IN CONTRACT (BY OTHERS) <br />3" x 12" ROUGH SAW (NON -DIMENSIONAL) <br />BEAM - (OPTIONA SE OF (2) 2" x 12" <br />LUMBER) ATTA TO POST <br />WITH SIMPSO STRONG TIE AC6 MAX <br />HOT DIPPE GALVANIZED FILL ALL <br />HOLES H 3.5" 16d NOT DIPPED <br />GALV IZED NAILS 6 34 <br />MAX. BEAM SPAN <br />CENTER BEAM ON POST <br />„ 6" x 6" POST - ATTACH TO FOOTING <br />e> WITH SIMPSON STRONG TIE H0212 <br />COLUMN BASE- STAINLESS STEEL <br />R (2) 5/8" THROUGH HOT DIPPED GALVANIZED <br />BOLTS WITH WASHERS <br />ON BOLT HEAD AND NUT <br />2" x 4" DIAGONAL BRACE ATTACH TO <br />ALL PERIMETER POSTS- SECURE WITH <br />(1) 1/2" DIAMETER THROUGH BOLT <br />WITH WASHER AT BOLT HEAD AND NUT <br />FOR EACH CONNECTION- ATTACH TO <br />BEAMS AT 45 DEGREE ANGLE - PROVIDE <br />BLOCKING AT ATTACHMENT LOCATION <br />BOTTOM OF DIAGONAL BRACE TO <br />BE ATTACHED TO POSTS <br />AT MIDPOINT IN POST <br />ATTACH TO JOISTS WITH SIMPSON STRONG TIE <br />MTSM TWIST STRAPS FOR LOCATIONS <br />WHERE BRACING IS PERPENDICULAR TO <br />BEAMS <br />DIAGONAL BRACES EXTEND OUT 20" <br />IN BOTH DIRECTIONS FROM POST <br />POST BEAMS - BRACING <br />ATTACH PERIMETER DECK <br />BOARD RUNNING PARALLEL <br />T RIM JOIST WITH &S' 10d HOT <br />DIPPED GALVANIZED RING <br />SHANK NAILS AT 8" O.C. <br />® DELETED FROM PROJECT <br />DECKING <br />2" x 4" DECK BOARDS- ATTACH TO <br />E ACH JOISTS WITH 3.5" 10d HOT <br />DIPPED GALVANIZED RING SHANK <br />NAILS- TWO NAILS PER JOIST <br />f- 3/16" GAP BETWEEN ALL DECK BOARDS <br />E NDED DECK BOARD RUNS TO <br />BE B KEN AT JOIST LOCATIONS ONLY <br />ADD NA ING BOARD TO JOIST <br />TO NAIL A ACENT BOARD- GAP BUTT <br />JOINT AT 3/1 " . ALL DECK BOARD TO <br />REST ON A MIN UM OF FOUR JOISTS <br />NOTES: <br />1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR <br />STRUCTURAL ENGINEEERING ONLY <br />2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING <br />CODE 7th EDITION & ASCE 7-16. <br />DESIGN WIND SPEED: 140 MPH <br />EXPOSURE "C" <br />WIND PRESSURE: 36.3 PSF <br />WILLIAM G. REIDY, P.E. <br />REG. NO.3S605 <br />PROFESSIONAL ENGINEER <br />I <br />E <br />O <br />T V <br />L <br />V J <br />U. <br />0� � O M <br />� Q � p O <br />0 <br />a a p <br />d N <br />a IL <br />V M � E <br />Q �0) <br />C d <br />W N00J <br />g NM <br />gcn <br />N <br />N <br />00-1 <br />M <br />N <br />Know what'sbelow. <br />vo Call before you dig. <br />REVISIONS: <br />1. 3/12/21 <br />CITY REVIEW COMMENTS <br />2. 4/19/21 <br />CITY REVIEW COMMENTS <br />3. 8/2/21 <br />HARDSCAPE <br />PLANS ADDED <br />4. 11/26/21 <br />STRUCTURAL ENGINEERING <br />MODIFICATION- DELETE DECI <br />DRAWN BY: )AZ <br />DATE: 1116120 <br />20009 <br />HARDSCAPE <br />DETAILS <br />fiSl 3 <br />