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HomeMy WebLinkAboutLAYOUT PLANa t#. t�. t�. y,. SCANNED BY ST LUCIE CW4TY GENERAL (RENOVATION NOTES CONSTRUCTION TO FOLLOW THE FLORIDA BUILDING CODE_ 2014 5TH EDITION I, Contractor to verify all dimensions prior 4. All wood members exposed to weather or in to the commencement of construction, contact w/ concrete and/or masonry shall be 2. Determine the existence of any underground pressure treated. tanks, drain fields, wiring,plumbing, etc, p g 5, Do not scale drawings, if there are written and allow for same during construction, dimensions to take precedence. Dimensions 3, Verify adequacy of existing electrical service and construction details may vary due to and wiring capacity. Upgrade and sub -panel as substitution, field conditions, construction required. Relocate any tv, phone cable, technique or other variables, etc, as may be required, THIS WOOD STAIR STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 5TH EDITION WITH ALL SUPPLEMENTS AND ASCE -1 - 10 ENG, BOOK 1&0 ULT MPH (3-SEC. GUST) WiND VELOCITY. EXP "B" OPEN ENCLOSURE 00w s kin 3 �f $S4 ff If,a TYP. WOOD RAILING w/ PICKETS TYP WOOD HANDRAIL MAX 4" BETWEEN OPENING 2x12PT SIMILAR BUT EQUAL OR 2 x OR 5/4 PT CONSTRUCTION DECKING iS ACCEPTABLE TREADS 2x OR 5/4 PT DECKING 2 x 6 PT JOIST — m R7 16" O.C. MAX, w mi mi ni ini ini in ° 2 x 8 PT STRINGER 1/2" CARRAIGE LANDING IS BOLTS w/ WASHERS LESS THAN 29" ASV EXISTING GRADE NOTE: TREADS = 10" RISERS = MAX 1.15" TYP MIN. 4 x 4 PT POST MIN. 24" MIN (3) 2 x 12 PT STRINGERS BELOW GRADE ST,41RS / DECK / LANDING w/ TYF. UJOOD RAILING NTS STAIR CONNECTIONS THE FRONT OF THE STAIR STRINGERS ARE ATTACHED TO A 2 X 12 LEDGER ATTACHED TO THE STRINGERS BEFORE PLACING IT IN PLACE, SCREWING IT TO THE 4 x 4 POST w/ (3) DECK SCREWS THE 2 x 12 STRINGER NEXT TO THE HOUSE CAN THEN BE SCREWED IN PLACE AT EACH STUD IN THE FRAME WALL WITH (2) THREE INCH OR BETTER SCREWS OR 16d NAILS LANDING CONNECTIONS THE LANDING CAN BE CONNECTED THE SAME WAY TO THE EXISTING STUDS... w/ THE SIDE OF THE LANDING a THE 4 x 4's CONNECTED w/ 1/2" CARRIAGE BOLTS / WASHERS / NUTS 3/8" TAPCONS TO BE USED FOR CONCRETE CONNECTIONS MAX. 12" O.G. MIN 1 1/2" EMBED. NO ICE: It Is important that the Client and Contractor examine the draLuTngs and documentation in detail, It shall be the final responsibility of the Contractor to review and double check the plans for accuracy and compliance with regulatory agencies, it is customary and ordinary not to include details well within the knowledge of licensed Contractor. If ne essary, further clarification of these plans should be achieved before signing the construction contract and obtaining a building permit, otherwise the Contractor assumes res onsibility for the construction in question. Methods of construction shall be determined by the Contractor, ** RELOCATION OF ANY UTILITIES ARE NOT NOTED ON THESE PLANS TYPICAL STAIR SECTION TO COMPLY w/ FBC 2014 5TH EDITION R311.1.5 1 Riser height. The maximum riser height shall be 1 3/4 inches (19(o mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of staffs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.1.5 2 Tread depth. The minimum tread depth shall be 10 inches (254 mm), 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 treads leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/5 inch (S.5 mm). CONCEAIED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUiY OF THE 44NTAACTOR Of NOW j TYPICAL LANDING TO BE MAX 1 3/4" BELOW tv F,F,E. THRESHOLD EXISTING DOOR 3 -O" EXISTING TYPICAL RESIDENCE - 4x4 PT. POST +/- 24" IN GROUND SEE TYPICAL LANDING / STAIR SECTION LAYOUT PLAN SCALE: 1/4" = l'-O" A 1,". SU8JFCT TO f1W COiNKC71MIS BY Fli LD 111S `ECTCPS TIRT i AY BE 1`4E0EGV,P`a' 11� C.A[211 iF0 G". i'PILY WI i 1-1 A! I Ad ,iI A' s!_E CGX& ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA REVIEWED BY _ DATE PLANS AND ISERMI MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ® CIS 1 � aU ® M 00 C7 00 M� O i M M • a4 w 00 00 zo a� O W h�l Cn w �a wo w W a�o^ Ix W r� v L V lu .N u ,u Z 1 � / ' r■ Iliil 1 L. © Copyrigli _ ROBERI,i. DESIGN G 1 I "T' All rights rQ f REVISION E ,TE DATE : G 1/11 DRAWN E . ' `)R SHE.,... 1 0 1i.