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s <br />■ <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 —� S <br />3000 PSI POURED��- <br />CONCRETE HEADWALL <br />(6) #4 REBAR CONTINUOUS <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 />U <br />my 'o <br />�_im=A MIM I <br />FOOTING EXTENDS TO LIMIT <br />OF WING WALL SEE PLAN VIEW <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 />FOUNDATION ANCHOR- PLACE ONE <br />ANCHOR AT EACH JOIST <br />2" AIR GAP <br />FINISH GRADE ON LOWER <br />SIDE OF HEADWALL- BLEND <br />GRADE WITH GRADE AT END <br />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 />'r 3-0" =- <br />rDOCK1 CONCRETE HEADWALL- CONNECTION TO WOOD <br />HS13 1" _ v-o° <br />SIMPSON STRONG TIE H0212 <br />(2) " x 12" # 27oc <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 />rumups <br />WIN <br />or <br />Nd <br />2" x 6" DECKING <br />3" x 12" <br />SIMPSON STRON/RIES <br />6" x 6" W <br />/- HEIGHT <br />3000 PSI POURED CONCRETE COLUMN <br />FINISH GRADE <br />6" <br />24" DIAMETER ROUND 3000 PSI CONCRETE <br />COLUMN REINFORCED WITH (3) #5 VERTICAL <br />REBAR- TRIANGULAR PATTERN - <br />STIRRUPS AT MAX'. 18" O.C. VERTICALLY FOR <br />STABILITY DURING POUR <br />r- HOLD REBAR 3" FROM EDGE OF POUR <br />" " - * (3) #5 HORZ. EBAR AT 15" <br />2 CO CRETE COLUMN SECTI <br />HS13 1 1/ = v-0° <br />mi <br />a <br />0 <br />0 <br />a <br />z <br />0 <br />N <br />0 <br />N <br />COMPACTED SUBGRADE <br />® DELETED FROM PROJECT <br />NOTES <br />1. \GNED <br />IGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. <br />2. DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. <br />3. CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE <br />UTHERN PINE WITH EASED (SANDED) EDGES. <br />4. S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B1.8.2.1 <br />5. OF PO TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT <br />R NAPHT NATE) <br />6. ER TO BE P ED TO BE CROWN SIDE UP. <br />LIMITS OF WOOD DECK <br />HS1 <br />13 <br />EXPANSION J <br />DOCKAND OCK <br />PERMITTING T INCLUDED <br />IN CONTRACT (BOTHERS) <br />a <br />\ 9'-6 9 <br />16 <br />6-34' <br />6-3-4'"O <br />9-6g" <br />16 <br />d <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 />2 <br />S13 <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 SIMPSON <br />STONE TIE AC6 MAX AND POST <br />ALL SPLICES IN BEAMS TO BE CENTERED <br />® d OVER POSTS. SPLICED CONNECTIONS SHALL <br />HAVE SIMPSON STRONG TIE PC66 POST CAPS <br />m <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 />9-616" <br />MAX MAXIMUM ON CENTER <br />JOIST JOIST SPACING = 24" <br />SPAN SPACE JOIST EQUALLY <br />POST AND BEAM (BELOW) <br />JOIST LAYOUT <br />3 <br />HS13 <br />CUT DECK BOARDS <br />AT CORNERS TO PROVIDE <br />NO LESS THAN 1/2 BOARD <br />WIDTH- LOCATE CUT BOARD(S) <br />AWAY FROM CORNER <br />WOOD DECK <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 <br />HOLES H 3.5" 16d HOT DIPPED <br />GA LV ZED NAILS 4' <br />MAX. BEAM SPAN <br />CENTER BEAM ON POST <br />a 6" x 6" POST - ATTACH TO FOOTING <br />WITH SIMPSON STRONG TIE H0212 <br />COLUMN BASE- STAINLESS STEEL <br />(2) 5/8" THROUGH HOT DIPPED GALVANIZED <br />° BOLTS WITH WASHERS <br />4 ON BOLT HEAD AND NUT <br />2" x 4" DIAGONAL BRACE ATTACH TO <br />ALL PERIMETER POSTS- SECURE WITH <br />(1) 112 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 />2" x 4" DECK BOARDS- ATTACH TO <br />E ACH JOISTS WITH 3.5" 10d HOT <br />DIPPED GALVANIZED RING SHANK <br />ATTACH PERIMETER DECK <br />NAILS- TWO NAILS PER JOIST <br />BOARD RUNNING PARALLEL <br />RID JOIST WITH 3.5" 10d HOT <br />RING <br />3/16" GAP BETWEEN ALL DECK BOARDS <br />LS <br />SHANK NA8" O.C. <br />® DELETED FROM PROJECT <br />E\ONA <br />CK BOARD RUNS TO <br />BJOIST LOCATIONS ONLY <br />AOARD TO JOIST <br />TCENT BOARD- GAP BUTT <br />J. ALL DECK BOARD TO <br />RUM OF FOUR JOISTS <br />DECKING <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. 35605 <br />PROFESSIONAL ENGINEER <br />�a <br />A <br />4 <br />Q <br />F <br />b <br />Qgo <br />W <br />E <br />0 <br />T <br />L <br />J <br />U. <br />M La <br />diOCN'j) <br />Q HOC <br />O <br />04 <br />d 0aka <br />F- m <br />2 t'9 -,a= <br />Q Viz <br />W % 4) <br />N Cc <br />G N O J <br />z 'a CO <br />N � <br />SM <br />N <br />h <br />BIKno ftsbelow.w�kW aefore 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 DEC <br />DRAWN BY: IAZ <br />DATE: 1116120 <br />20009 <br />HARDSCAPE <br />DETAILS <br />fisi 3 <br />