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Project Address: <br /> Side View—Page 2 of 2 5831 1st Ave SE <br /> Everett Washington 98203 <br /> Existing deck behind Notes: <br /> proposed deck/stairs New guardrail 1. Two 2"X8"beam assembly cantilevered U4 <br /> addition in this side height 36" max joist span(4 feet) <br /> view minimum 2"X2"nominal 2. Deck posts with be notched to carry double <br /> I Openings<4" halt L--- deck beam and fastened with hot dipped <br /> L.t-z1 1 L J galvanized '/z inch through bolts,nuts,and <br /> * I • _ I washers <br /> « 3. Joist to joist blocking over beam length will be <br /> fastened to adjacent joists with 3 inch timber <br /> House screws <br /> — <br /> _ 4. Deck beam will be attached to joists with <br /> • • hurricane ties <br /> ,� !. ; 5. 14"round high strength concrete footings 12" <br /> Existing ._, deep and 6"thickness with 8"concrete pier <br /> Deck height P. 10 * , }* with above grade post connector <br /> 7'6"' *" I 6. Guardrail posts will be secured to interior <br /> — > joists using tension ties and blocking on end <br /> / ; joists. Configuration dependent on joint <br /> J <br /> location to guardrail post position. <br /> 7. Four stair stringers will be field notched from <br /> ` See 2X12 by 12"boards <br /> Seee 1 <br /> 8. Stairs estimated will have 12 rises of 7.5" <br /> t Note Trex deck Ledger and stringer trend depth of 10"and overall <br /> _,A11 2 Not boards <br /> i trend depth of 11.25"with the deck boards <br /> Stair See 9. Four stringers 9"on center will span the 36" <br /> / ' stringer Note 2 New deck end stair width as required by the Trex decking <br /> / I' r board manufacturer <br /> See header joist(46.5"span) <br /> ` - Note 10 10. 2X8"blocking will be added mid-stair run to <br /> 0 Stair stringer Two notched secure the four stair stringers <br /> — I • hanger 6X6 post to 11. Stairs guardrail height will be greater than 34" <br /> See double beam 12. Stair handrail on the right side descending <br /> Note 12 — vim Openings<6 One hand rail on connpctinns will be at least 34"from nosing of the step <br /> right side of stairs and the clear width of the stairway at and <br /> See descending <br /> below the handrail height will not be less than <br /> Note 9 Openings<4" 31.5" <br /> r ! Stairs estimated will <br /> have 12 rises and a 13. Bottom stair guardrail posts will terminate at <br /> total run of 9'2" Manufactured the bottom of the stair stringers and secured <br /> ILL to the stair stringers using /z inch through <br /> R3k See 40"X36"high strength concrete elevated post <br /> .7,b bolts, nuts and washers and tension ties and <br /> • Note 13 pad stair landing approximately connector blocking as needed. <br /> `b`7`"— 4"thick reinforced with <br /> High strength 14. The stair stringer header will be secured <br /> reinforcing mesh g g Ground surface The4X4post sections,2X8"joist to joist <br /> �—concrete mix using <br /> blocking and engineered tension ties to <br /> 8"round pier with <br /> r 5"concrete pad base 14"round Tooter base 6"or protect rim joist <br /> a;- , .g* ''' '1 .y' � of crushed stone 5/8" reinforced rebar 15. The stair risers will be closed with fascia <br /> ( terminating above I greater thickness no less boards <br /> Two 2"X4"baseplates to secure ushed gravel minus 1 I than 12"below ground <br /> ground level I 16. 40"X36"high strength concrete pad stair <br /> stringer base to concrete pad.Base surface <br /> plates will be secured with landing approximately 4"thick reinforced <br /> galvanized anchor bolts Projected stair total rise is 7' with reinforcing mesh <br /> 6"'and total run is 9'2"' 17. Two 2"X4"base plates to secure stringer <br /> base to concrete pad. Base plates will be <br /> secured with galvanized anchor bolts <br />