3702 W MUKILTEO BLVD G 2023 HARBORS EDGE TOWNHOMES Plans 2025-08-07

4/S08 UNIT 24 1'-BYz' �✓ 4Sim - j/�I,'/ as IM SW EXTEND CONC. I. • WALL THRU • °• ., DEMISING SPACE SLAB -ON -GRADE r b., I (ELEV. VARIES) I I 5 8 I P1-s 2f �I UNIT 23 UNIT 22 UNIT 21 FI Yz" `V 4/SOB _BIM _ -- — - t� --, SW , — <--.---- EXTEND CONC. I I SW < �_ WALL THRU '. `, • _ DEMISING SPACE ' I 7SIM , 6" WALL /I/ 4/SOB 3 4/S08 - "18 3 6 -: P _ ON-GRADE ° LEPERLAN NOTE 1 °►. I - g0gPER g S07 V. VARIES) S07 " - --- --- "S. _SPER iM_ __________ 4/SOB _ ., .. „ ..•. III ° ,� <. I II SW EXTEND CONC SW -- < SW •. ,. WALL THRU DEMISING SPACE I I • •' 15'-5Yz" X ., ` a I °• ' I I B - I I . g„ WALL ° P , ' , • • .. 8" WALL < . , . ° • 8" WALL 1J[r - — — — r -- , I r- — a l �1 I a D 13`• rn I i --min 4 SLAB-ON•GRADE PER PLAN NOTE 1 " • 4 SLAB-0N GRADE S07 PER PLAN NOTE 1 ._ ' .4 -- S07 (ELEV. VARIES) - ` I. 307 (ELEV. VARIES) -, ) - I °• ° , SLAB -ON -GRADE PER PLAN NOTE 1 14 S07 I Y i5' z < . '-,az" 3 Y _ I 8, 1 ,. 11-.a 42i, / 4" a -i 4- a / -- —.-- ---- --—--- -------- a L----- .� 13 S07 ,I ,• ° T S07 S e 8 POT --- 1 4 15 -- — r / S07' 1 '<. lN, v I .. - • SLAB -ON -GRADE 14 < - .-` SLAB -ON -GRADE — _� ` 14 -J I •_k- - `•} 14 SL .B %GRADE - - -P1 2 - STE ALL ` ( < PER PLAN NOTE 1 • 507 •1 _ . ' S07 , , _ L_ S07 % - I� ' PER PLAN NOTE 1 �� ` h / PER PLAN NOTE 1 AND FOOTING ^ a V . 1 If I i- _ _ r - - _ - 1 PER 1/S07 L J Y `. u — PO - !: o ------ — .. , ..-_. •• •I ° , a, .. -I - r �. - ° SLAB -ON -GRADE SLAB-ON-GRAC {- ,I u - 74 PORCH PORCH S 7 SIM 4 2Y2 4'-OY4 I 11'-1Y4 - IT „ 4' 2Yz 4 OY4'. 4 OYs" ;- 4 �Y ) L L_—,,_- ° - TO r� -- •-"'l I:, '9 TO15 S07 POST I - • �? STEMWALL AND FOOTING ' S07 S07r POST I' " '§ S5 - I `• L-------PER 7 . , 1/$07 L_---- - 7 I --- ° •v . -be' __-_- .. - .§ --: ----� V - --- . — Pi-2 r --� r STEMWALL - -----...- Pt 2 1 TTO 'I tq 7 iq AND FOOTING f_4' IL -J et ':' TO -.-I- IPER PER 1/S07 L - POST STAIR E 6 PER 19/S07 J SLATTTB-O]—N-GRADE PORCH POST CONIC. STAIR PER 19/S07 SLA PORCH PORCH SLAB -ON -GRADE PORCH J/ STEP TOP OF STEP TOP OF STEMWALL TO STEMWALL TO FOLLOW STAIRS FOLLOW STAIRS PER ARCH'L PER ARCH'L 11'-4Yz" T-11" it'-5" 7'-11" 7'-11" STEP TOP OF CONC. STAIR STEMWALL TO PER 1B/S07 FOLLOW STAIRS PER ARCH'L HOLD DOWN SCHEDULE PLAN SIMPSON SIMPSON ANCHOR DETAIL CALLOUT HOEDOWN BOLT TYP REFERENCE/ TYPE NOTES OSTTRAP" - 14/S08 U.O.N. O (2)CS16x48" - 14/SOS U.O.N. STRAPS O (3) CS1 ex48" _ 14/SO0 U.O.N. STRAP O4 NOT USED O VERTICAL - BEAM TO POST HTS30 BO STHD14 - 17/SO7 U.O.N. O7 HDU8SDS2.5 SB 2/a"x24 18507U.O.N. FOUNDATION PLAN NOTES: _ ab-on-grade shall be4 t ,uo.n. Slab-shisITUe'-po-umed over vapor bamerpace over a reining grenu ar I per Geotechnical Report. One or more of the following should be considered (but am not required) to control slab cracking: Fibrous admixture • 6x6 W14xW14 WWM at center Control joints See Architectural Drawings for slab depression and slope requirements. 2. Provide Construction/Control Joint in Slab per Architectural Drawings. Areas shall be approximately square and 400 sf or leas. 3. Bottom of Foot ngs shall be set on competent properly compactetl Bearing Soll below Frost Depth. 5. Anchor Bolts for Exterior Stud Walls shall ben accordance with Pt 6 of the Shear Well Schedule of 1/SO6 u a n LEGEND 7 TO XX POST SX.X tCONC. STAIR y2• � PER 19/S07 STEP TOPOF STEMWALL TO TO FOLLOW STAIRS PER ARCH'L 11'-4Yz' 11'-5" T-11" T-11' I 0 O I z I O c�tl a SW DETAIL CALL -OUT ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 SLAB -ON -GRADE PER PLAN NOTE 1 950519th Ave BE Suite 118 EverettWA 98208 .sagehomesnw.com FOUNDATION WALL AND FOOTING JOB NO.: 22-447-02 BEARING OR SHEAR WALL ABOVE PLOT DATE FOOTING GALL -OUT SEE 2JS07 09/02/2022 STEP STEM WALL DATE: 09102/2022 SCALE: Ya" = V-0" DRAWN: BIDS HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH SHEET NO.: p l 2 4 8 6 S02a J L