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INTERIOR ARDOUR <br /> 17808 39th Ave W <br /> Lynnwood, WA 98037 <br /> slMPsoN P-r-r17- MIN <br /> interiorardour@gmail.com <br /> P.T. 2X1O HF*2 <br /> LEDGER r3OARD NO CHANGES IN EXISTING STRUCTU E EXTENDED P.T. <br /> 2X10 HF;*2 <br /> LEDGER 130ARD <br /> EXISTING COVERED CONCRETE <br /> FRONT PORCH TO 13E REPLACED INTERIOR ARDOUR <br /> WITH WOOD ONE INTERIOR DESIGN <br /> o P.T. 2w 10 " HF#2 JOIST @ 16 " O.G. <br /> o in EXTENDED 4 X 1.0 BEAM <br /> 1'-0" <br /> 8'-0" T-7" Of 4 X 4POST <br /> -- 15" X 15" X 6 FOOTWG Owners Name: <br /> REPLACE EXISTING 4 X 4 POST <br /> THAT SUPPORT THE ROOF BLACK RICHARD A <br /> -- <br /> ' r"Y : <br /> SUPORT NEW 15" X 15" X G" <br /> DN ; PADS FOOTING <br /> -------� ;___ __; ROOF WILL NOT REPLACED <br /> 1'-6" 4 X 4POST <br /> 00, <br /> NEW PROPOSED PART 15" X 15" X Co FOOTING <br /> OF DECK 64 SQ. FT. <br /> ore roo f p-oyl-v✓i,(,L b�f re.&yfa-vAo�i,v�.g <br /> 4 X 3-0 BEAM P <br /> f ra-vim.d"a-w c o-�&f&f a -i`u�. <br /> Tre'wCo-wpa� _ FvDecltivg "LUS287-" (TYP) -------- -------- �� Owners Address: <br /> EXISTING CONCRETE Froyl-ol.elatk,iy18 2113 HOYT AVE , <br /> 2 0" STAIRS TO 13E 16'-0" 4'-0"5'-5" FaotLwgy,AAaa b-& 8 <br /> REPLACED WITH Hn� tirbea�groi—,o�swrfac& EVERETT, WA 98201 <br /> WOODEN NEW <br /> 18'- 1" <br /> r3e4Nw5.spa LL b�Yw�vHeo�to <br /> cvf ea c lti e d.u'P-To-or'z-f 0V4-f N.of fkz ac t v. b'f a. WV-w <br /> UDECK DETAILS <br /> 1/2 = 1 0 Project Name: <br /> DECK ADDITION <br /> R507.3 Footings <br /> Decks shall be supported on concrete footings or other approved structural systems designed to accommodate all loads in accordance with Section R301. <br /> DECKNOTES Deck footings shall be sized to carry the imposed loads from the deck structure to the ground as shown in Figure R507.3. <br /> Exceptions: <br /> 1.Footings shall not be required for free-standing decks consisting of joists directly supported on grade over their entire length. <br /> PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LACATED MORE THAN 3011 ABOVE THE 2.Footings shall not be required for free-standing decks that meet all of the following criteria: <br /> FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LEES THAN 36" IN HEIGHT. OPEN SIDE OF 2.1.The joists bear directly on precast concrete pier blocks at grade without support by beams or posts. APN: <br /> STAIRS WITH A TOTAL RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN 2.2.The area of the deck does not exceed 200 square feet(18.6mz). <br /> HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR 2.3.The walking surface is not more than 20 inches(508mm)above grade at any point within 36 inches(914mm)measured horizontally from the 00439143400602 <br /> edge. <br /> ORNAMENTAL CLOSURES SHALL BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. <br /> THE TRIANGLE OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF RAILS HALL BE SUCH <br /> THAT S 6" SPHERE CANNOT PASS THROUGH. <br /> _ 17'NNN MANUFACTURED POST CONNECTOR <br /> IN ALLOWABLE SOILS <br /> TYPICAL PT POST <br /> A <br /> ti DECK DETAILS <br /> EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THA 4.5" cRAoe __� -_ 12 = <br /> ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NO BE <br /> LESS THAN 31.5" MAX. RISER HEIGHT IS 7 3/4" MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUI EDAT I TOP AND BOTTOM OF EACH STAIRWAY. ;"DIAMETER ' <br /> DEPTH PER TABLE THROUGH BOLTS <br /> PER TABLE IN BOTH DIRECTIONS <br /> NOTE NOT SCREWS MINIMUM 12 Al 0 3 <br /> OF EMBEDMENT <br /> 4"GRAVEL <br /> NOTF. <br /> POSTS MUST BE CENTERED ON OR IN FOOTING <br /> For SI:1 inch=25.4 mm. Date 06/07/2024 <br /> FIGURE R507.3 <br /> DECK POSTS TO DECK FOOTING CONNECTION <br /> Scale 1/2" = 1'-0" <br />