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HomeMy WebLinkAboutSite-Built Deck Construction DetailsRECEWD MAR 6 2 2020 ST. Lucie County., Permitting DBL. 2X10 W/ 1/2" P.T. PLWYOOD SANDWICHED GIRDER BEAM (STAGGERED NAIL PATTERN) FASTENED TO OUTER P.T POSTS USING SIMPSON'S ACE4 (MAX) OR EQUIV. SEE NAILING SCHEDULE CHART FASTENED TO INTERMEDIATE P.T POSTS USING SIMPSON'S AC4 (MAX) OR EQUIV. ULE CHART FASTENED TO PHT EE AILINSCEFLOOR JOISTS USING SIMPSON'S H3 CUP 32" O.C.(ALTERNATING SIDES) (GIRDER BEAM TO EXTEND FULL LENGTH OF DECK) P.T. 4 X USE SIMPSON'S SKEWED HANGER OR EQUAL AT ANGLED CONNECTIONS NAILING SCHEDULE TYPE FASTENERS BEAM POST SIMPSON'SACE4 10-16d 10-16d SIMPSON'SAC4 1416d 14-16d JOIST BEAM SIMPSON'SH3 4-8d 48d USE JOIST HANGERS (SIMPSON'S LUS28) OR EQUAL AT EACH JOIST CONNECTION. STAIR AND LANDING ILLUMINATION REQUIRED FLOOR JOIST TO MATE LINE JOIST CONNECTION USE JOIST HANGERS SIMPSON'S LUS28) OR EQUAL AT EACH JOIST CONNECTION. s FASTEN 5/4 BOARD OR EQUAL TO P.T. 2XB JOISTS WITH 3- D NAILS PER CONNECTION FLOOR JOIST TO PERIMETER JOIST CONNECTION USE JOIST HANGERS (SIMPSON'S LUS28) OR E( AT EACH JOIST CONNECTION. 3'-0" DECK HEIGHT = 5 STEPS (MIN.) 4'-0" DECK HEIGHT = 7 STEPS (MIN.) 7'-10 1/4 P.T. 2 X 10 W/ PLYWOOD— LYR GIRDER BEAM 6„ .T. 4 X 4 POST NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION 5-, SITE -BUILT DECK CONSTRUCTION DETAILS y / //� GIRDE /,60NSTR .T.4X4 W/ EXISTING STRUCTURE T. 2 X.'10 W//P.T. 1/2" PLY Y60D L' USING 16D AILS 0 EQUAL • l I . DBL. );'.T. 2 0 W/ IT. 1/ PLYW� D LYR FAS N USI 16D AILS 0. EQUA (STAG�RED NO&ING P TTERN) N� F' 4 0 P.T. a X 4 POSTS USING SIMgSON 'S / �4 0 ACE4 / T. 2 � B (SP /SP#2YP.T. L MBER - 16" 0. . FASTF,t USING 16D NAICS. LU 8, OR QUAL )STS .' .T. MIN 4 X 4 SAS'FEN TO CONCRETE SLAB (EXISTING) SIMPSON'S ABW44 OR EQUIVALENT DIAMETER THRU-BOLTS WITH OR EQUAL AT EACH POST O5\/ + 0' _GIRDER BEAM CONSTRUCTION q �Ci' DBL. P.T. 2 X 10 GIRDER BEAM 1TIO P.T. PLYWOOD LYR (REFERENCE GIRDER BEAM CONSTRUCTION DETAILS) MIN. UNIFORMLY DISTRIBUTED LIVE LOAD - STAIRS = 40 PSF —27'-7" 7'-9" 11'-11 3/4 5/4 BOARD OR EQUAL P.T. 2 X 8 FLOOR JOISTS @ 16" O.C. P.T. DBL. 2 X 10 W/ P.T. 2 X 10 W/ PLYWOOD PLYWOOD LYR P.T. DBL. 2 X 10 W/ PLYWOOD LYR LYR GIRDER BEAM MATE LINE JOISTS MATE LINE JOISTS 6n —P.T. 4 X 4 POST —P.T. 4 X 4 POST P.T. 4 X 4 POST SIMPSON'S ABW44Z OR EQUAL EXISTING CONCRETE SLAB (GOOD CONDITION) ALL DECK/STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT+SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE DO NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. GUARD DETAIL NOT ALLOW A 4" DIAMETER SPHERE NOT ALLOW A 4" DIAMETER SPHERE 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANcc ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLO E SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 IS. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EAC •• 11 CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RI HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESISIX OAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND T rRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTU 11'' 'HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FUL Ili )F THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER 0 i}{� `LIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE F GHV iANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN N 'OSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 1AVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE 4L Uj AND THE HANDRAILS. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED N >e,p W WALKING SURFACES, INCLUDING STAIRS, RAMPS AND `_ W LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR O GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 02-19-2021 �NCENT �.......... � C E./V "-% �c :"nA o. 56196 STATE OF .: OR S/ANAL• ��.%`%% �',�Illlllit' FEMA FLOOD ZONE "AE-4" EXPOSURE "D" 2020 FBC-Residential (7th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED =132 MPH (TABLE 1609.3.1) (3 second gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 "'mm $ E a•-N rn °9rn e me nc c amp C 'u IL a= SO c w LU N N'13 O a (!j y U) iumma W C=7 •y�d i K L N a m>ii c m 2v.c mom nd a`m m �m8= yma "mi cm J i C ° m 6 ME Q vEa° o y y N C m m ma'• rrTT,,x� L U J LU J U) LU z 0 0 U�= 3.A ❑ n rn 0 CO > LL N 1 C N �•' �U o U W W N N d J co U K� d zo WOz z to mt� O U vz� m V= N� >n. DOLLU i m U C Z-• N e' 3 -� •"-' B 3 eT n o Of < 10 Drawing Number. DECK CONSTRUCTION Senyb Engineering Services SOW. Central Ave. Lake Wales, FL 33853 © COPYRIGHT 2020