5831 1ST AVE SE 2024 Plans 2024-11-26

' Project Address: Plan View— Page 1 of 2 5831 1st Ave SE Everett Washington 98203 IHouse Rim Joist Lr '� f Notes: : See El 1. Design includes new decking stair landing(4"X \edger: 2X8 Note 13 Single Ledger:2X8 5"overall dimension)and stairs to be added ch nominal inch nominal adjacent to existing exterior house deck Existing bath exhaust 2"X8'joist (29"length) 2. New deck section will be structurally supported 19"lenathl hanger independent of the existingdeck vent(6"wide with 3" P clearance to ledgers) Concealed 3. Hem-Fir non-incised preservative-treated wood Double 2"X8"joists flange hangers used throughout 2"X8'joist (46.5"span) on opposite 4. All field-cut ends,notches and drilled holes with hanger 14"round end joists 4X4 be treated with wood preservative concrete guardrail 5. Beam tape will be applied to the top of the beam, See Two 2"X8"beam 14"round joists and stair stringers 6"X6" footing(12 6"X6" posts ong Note 15 assembly concrete 6. All fasteners and connectors used for the deck post inch depth) post footing(12 outside cantilevered(60" g will be approved for contact with preservative inch de th of end 's •./( span) — P ) joist treated wood in accordance IRC �� --I �'r s( 7. New deck framing(similar to current house deck) _ i t will include a ledger attached to the existing house rim joist with the joists attached at the Existing Deck _ 'J'10.5"on-centerjoist N.v L 1 •0' house and bearing over a beam 10.5"on.- 13.75"on- . 13.75"on- 2.5"on spacingconnectin 8. 8 inch joist hangers and 1%connector screws (12'X10' center joist 9 center joist��y' center joist�� will be used.Concealed flange hangers will be ) �nte� ~spacing the two headers s acin spacing Ei approx. 7.5' ✓ spacing �� P g installed on opposite end joists above grade _ r 9. Two 2"X8"beam assembly cantilevered L/4 max joist span(4 feet) 60"rim1 See 10. Deck posts with be notched to carry double deck joist Note 17 beam and fastened with hot dipped galvanized iii S e e • Note 17 Stairs 36"width with );II 'A inch through bolts,nuts,and washers 4 stringers 4X4 guardrail 11. Joist blocking over beam length will be fastened 4X4 guardrail (See pg.2) posts on outside to adjacent joists with 3 inch timber screws posts on outside of rim joist 12. Deck beam will be attached to joists with of rim joist hurricane ties 13. Two separate 2X8 inch nominal ledgers for the new 4'X5'decking needed due to existing bath One handrail exhaust vent on same plane as ledger and ledger on right side ------► attached with 4 inch ledger lock timber screws descending 14. Ledger and house rim board will be weather — protected with corrosion-resistant metal flashing _ — — and butyl peel and stick membrane 15. One double joist inboard of the end joist nearest the existing deck to support one deck board running parallel to the joist serving as a breaker board and support the butt ends of the new ,- ECEll decking boards running perpendicular to the 1)D breaker board and joists 16. Rim joist to joists will be connected using 8 inch timber screws MAY 1 9 2024 17. Guardrail posts will be secured with galvanized '/z"through bolts,nuts,and washers to interior CITY OF E VE R E TT joists using tension ties and blocking on end Permit Services joists. Configuration dependent on joint location to guardrail post position.