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APPROVED ENG BLD PLN REV1 Deck PLANS 7.2.20Portion of existing driveway to remain, 504 SF Existing driveway, (partially extends ,4 below new house footprint, 997sf Existing retaining wall to remain in place „ 33-1, --------------------------- ---- EL 66.3 4 CD a 4 - ° - Verify existin�g�sanitary P_ °-; ° °o - < 4 dT _ - - - r aewer alig6me 7 T A d, a 30'�3v' _ pIDS d � 4 a d 4 a d a d dl- ---- New water ibne tap t str et for fire 4co + C) spk & domistic wat r - 4 c:1 co Line of roo overha g -� Q0 Wtypical I DS co Covered e try porch, 12sf co d - �_0 New pedes rian- accss tq o entry, 160s d 4 4 d 4 ` ail _ I Q Filter fabn fence fPltrW" i �_, 2r systems, t apical see civil, documents'' 4 Cap existing water line at xisting vault. New water feed to _ I DS accomidate fire sprinkler s rvice, - - - - - - e location in driveway Z1 IDS 351-911 I W da EL 698 On - 20' - - Setbk a, - — _ — - _--D=- '4 SITE PLAN 3/16" = V-0" New below grade elec and data lines from existing feeder on pole Modify/extend existing gas feeder to the east and north Fire hydrant approx 150'+/- south at Erbtxen Drive Vol Tight e all dow fG infiltration tren sbo\ t/roof drains Wall ounte as a elec m ers, 3' min s eration ee so ele 'on J� A201 —DS EI C/) cs, CD = N 88d55'01" W - '------130.97' Outline of existing wood framed carport eve and garage footprint 603 SF N 88d55'11 " W 130.97' ---- CD J Filter fabric fence filtration systems, typical see civil documents ' �' zi`7\_ a 4 a 41 a fll e ootprin I N;EEL.66:8a h us garag and ro h I o Existing °-ravel rive�to-r` hn, 734 SF,_ 9 - _ a_ 44 4 Q d 4 p 4 4 Q _ d �° d' ;Eistjn unimproved -alley 4 d_ d`, a 4 Q I\ a 4 4 d d 4 O co � w co Filter fabric f nce filtration systems, typical see civil documents o I, Outline of footprint of existin wood frame -house-ova-concretes and CMU------------ foundation 1,120 SF, see demo plan: ENGINEERING DIVISION APPROVED AS NOTED 7/23/2020 Deck revision only. No new impervious surface area. REVISION Jul 02 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 T O + z 0 15' - Set APPROVED BY PLANNING Jul 14 2020 L7f:WITIi&SX113M REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri & BUILDING OFFICIAL Jul 09 2020 APPROVED DATE 15306 61 ST PLACE NE KENMORE, WA 98028 (425) 296-2993 info@b2engineers.com Project Contact: Principal: Checker Engineer: BB P OF WASy, S � � 2 N� f Q- �.A 'QG 43789 �cTURALSNGNG\� `SS�ONAL E KILLIN RESIDENCE 543 3RD AVE SOUTH, EDMONDS, WA 98020 DRAWING INFO ISSUE DATE 07-01-20 ISSUED FOR PERMIT PROJECT NO.17045 ENGINEER BB REVISION SCHEDULE NO. DATE DESCRIPTION SITE PLAN S0.1 Copyright b2 Structural Engineers 2008 exi 50 rive REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri,& Ga**.r BUILDING OFFICIAL Jul 09 2020 APPROVED DATE IMPORTANT NOTES FOR CONTRACTOR: CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS AND FIELD VERIFY ALL RELATED EXISTING FRAMING & DIMENSIONS PRIOR TO ANY FIELD WORK. NOTIFY THE ENGINEER/OWNER ANY DISCREPANCIES FOUND IN THE FIELD. STRUCTURAL DRAWINGS MAY NOT CORRECTLY REFLECT ALL EXISTING FRAMING DUE TO LIMITED ACCESS TO THE SITE AND EXISTING DRAWINGS. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY THE ENGINEER/OWNER OF EXISTING MECHANICAL DUCTS, PLUMBING PIPES, ELECTRICAL WIRES THAT MAY INTERFERE WITH STRUCTURAL WORKS FOR COST CONSIDERATIONS PRIOR TO ANY FIELD WORK. IMPORTANT FOUNDATION AND FRAMING NOTES: 1. ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS). GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. 2. FOR FRAMING LUMBER TYPES AND GRADES, AND CONCRETE MIX REQUIREMENTS PLEASE SEE S-0 3. FOR PLYWOOD/OSB SHEARWALL SCHEDULE, PLEASE SEE S-6 4. FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE S-6 5. PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED OTHERWISE ON PLAN 6. SLAB ON GRADE SHALL BE 4" CONCRETE SLAB WITH #3 AT 18" EACH WAY (MID -DEPTH) ON 6" COMPACTED CRUSHED ROCK. PROVIDE 1" SAWCUT JOINT AT 15 FT MAX. SPACING (EACH WAY) 7. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD OR OSB WITH 10d AT 6" NAILING AT EDGES AND AT 12" AT FIELD 8. ROOF SHEATHING SHALL BE 1/2" PLYWOOD OR OSB WITH 8d AT 6" NAILING AT EDGES AND AT 8" AT FIELD IMPORTANT NOTES ON TRUSS AND FLOOR FRAMING DESIGN AND SHOP DRAWING: 1. TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY FOR PURPOSE OF LOAD REACTIONS AND TRANSFERS TO THE LOWER LEVEL FRAMINGS 2. TRUSS FRAMING LAYOUT SHOULD CONFORM TO THE STRUCTURAL DRAWINGS. ANY DEVIATIONS OR ALTERNATIVE FRAMING SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO TRUSS DESIGN WORK. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEER OF RECORD 3. TRUSS DEFLECTION CRITERIAS: FLOOR/DECK TOTAL LOAD = L/480 ROOF TOTAL LOAD = L/240 FLOOR/DECK LIVE LOAD = L/600 ROOF SNOW LOAD = L/300 ** MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0" 4. FLOOR FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY SUPPLIERS) SHALL BE SUBMITTED FOR REVIEW TO ENGINEER OF RECORD. THEY SHOULD CONFORM TO THE STRUCTURAL DRAWINGS FRAMING SYMBOLS: SIMPSON WSW STRONG cSS24 WALL (24" WIDE) SW6 PLYWOOD SHEARWALL p CONTINOUS POST POST STOPS BELOW THIS FLOOR 15306 61 ST PLACE NE KENMORE, WA 98028 (425) 296-2993 info@b2engineers.com Project Contact: Principal: BB Engineer: BB �5�\ OF WASy/, Q, S'p • � 2 43789 cTURA L ENG� G��J�Ii 'SS�ONAL EN� KILLIN RESIDENCE 543 3RD AVE SOUTH, EDMONDS, WA 98020 DRAWING INFO ISSUE DATE 07-01-20 ISSUED FOR PERMIT PROJECT NO.17045 ENGINEER gg REVISION SCHEDULE NO. I DATE I DESCRIPTION REVISION POST STARTS AT FRAMING PLANS Jul 02 2020 A 1 SHEARWALL HOLDOWN THIS FLOOR CITY OF EDMONDS DEVED PARTMENRVICES n LEGEND AND NOTES U 1 /4" = 1 '-0" S-2 Copyright b2 Structural Engineers 2008 BLOCKING REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Er� BUIG OFFICIAL J109 2020 APPROVED DATE i i 2'- 6" OVERHANG PROVIDE PT RIM PT BLOCKING PROVIDE H2.5 TIE AT 32" ROOF TRUSSES P 8d AT 6" PER PLAN TRUSS OUTRIGGER 2X6 AT 24" TRUSS BLOCKING BETWEEN - TRUSSES (PROVIDE BY TRUSS SUPPLIER) SHEATHING & - NAILING PER SCHEDULE HOLDOWN STRAP PLYWOOD & NAILING PER SHEARWALL SCHEDULE PROVIDE LUS HANGER TO EACH JOIST H2.5 TIE AT EACH TRUSS 2X6 AT 16" FLOOR JOIST. PER PLAN VIIII l M CV A35 CLIP AT PT BEAM / o EACH JOIST PER PLAN PT JOISTS PER PLAN co PT PLATE WITH V PROVIDE AC (ACE AT EDGES) PROVIDE 2X8 PT LEDGER W/ 5/8"X9" ANCHO BO' 4X4 PT POST POST CAP (BOTH SIDES) (2) 4 1/2" LONG TIMBERLOK AND BP1/2 WAS R ' SCREWS AT 16" PER SCHEDUL 2 - #3 PROVIDE ABA POST BASE & PROVIDE WATER PROOFING- ROUND TIE 1/2"X5 1/2" STRONG BOLT 2 -AT THE INTERFACE #4 AT 16" E.W. 8„ d 6" DIAMETER ° y o T - L-11J SOIL PREPARATIONS PER ° ° ° U i - tam° NOTES ON S-1-� M ' Detail 1 '-0" 3/4" = 1 ROOF SHEATHING AND NAILING PER 8d AT 6" PLAN TRUSS OUTRIGGER 2X6 AT 24" GABLE END TRUSS LTP4 PER SCHEDULE 10d AT 6" - AT EDGES HOLDOWN - STRAP PER PLAN WALL SHEATHING - AND NAILING PER SCHEDULE ROOFTRUSS PER PLAN 2X6 STUD WALL AT 16" ROOF TRUSSES AT 24" 8d AT 6" TRUSS OUTRIGGER 2X6 AT 24" TRUSS BLOCKING (PROVIDED BY -TRUSS SUPPLIER) LTP4 TIE PER SCHEDULE SHEATHING & NAILING PER SCHEDULE FLOOR JOIST, SHEATHING AND NAILING PER PLAN HOLDOWN STRAP PT PLATE WITH 5/8"X9" ANCHOR BOLT AND BP1/2 WASHER PER SCHEDULE - 4 4 #4 AT 16" E.W. U 11 8" "' Detail 13 (2) #5 1'- 6„ 1'-0" H2.5 TIE AT EACH TRUSS HEADER PER SCHEDULE 2X4 AT 24" �� •�i •�i •�i •� �i�i�i�i �i ��i�i "• �•'y�_•^Y��•'•y� • �•'y��_-•'•y�am-• ROOF TRUSSES 8d AT 6" AT 24" TRUSS OUTRIGGER 2X6 AT 24" TRUSS BLOCKING — BETWEEN TRUSSES (PROVIDE BY TRUSS SUPPLIER) LTP4 PER SCHEDULE - PLYWOOD & NAILING PER SCHEDULE BLOCKING 8d AT 6" AT 48" O.C. 4X8 PROVIDE LUS HANGER HOLDOWN STRAP PER PLAN WALL SHEATHING — AND NAILING PER SCHEDULE 3/8"X6" TIMBERLOK AT EACH STUD PLYWOOD & NAILING PER SHEARWALL SCHEDULE LUS HANGER BC POST CAP 4X4 ABU POST BASE - WITH 5/8"X3" WEDGE ALL ANCHOR SLAB ON GRADE REINFORCEMENT PER PLAN 4 vcouii Lv � 3/4" = 1 '-0" FLOOR SHEATHING AND NAILING PER PLAN 2X6 AT 24" ` JOIST / BLOCKING PT 2X LEDGER WITH 3/8"X6" LEDGERLOK AT 12" __jPT PLATE WITH d_ 5/8"X9" ANCHOR BOLT BEAM PER PLAN AND BP1/2 WASHER PER SCHEDULE d ° 2X4 LUMBER STRAP (BOTH #4 AT 12" E.W. SIDES OF POST) 4X4 PT POST A34 CLIP (BOTH SIDES) PT PLATE o ° '-4 WITH (2) 3/8"X6" r a WEDGE ALL U co1 _6 2 ()#4 � 11 11 `I EXISTING STUDS 2X6 AT 16" (2) 4" TIMBERLOK AT EACH STUDS SHEATHING BLOCKING AND NAILING PER SCHEDULE AT 48" N JPROVIDE WATER- ° ` LVL OR LSL PROOFING AT RIM THE INTERFACE d.. LTP4 PER SCHEDULE ° - 2X6 AT 16" Detail 2 4 DETAIL A8 3/4" = 1 '-0" 3/4" = 1 '-0" PROVIDE (4) 2X6 POST AT NEW 4X8 BEAM 2X6 STUD WALL AT 16" FLOOR JOIST, SHEATHING AND NAILING PER PLAN PT PLATE WITH 5/8"X9" ANCHOR BOLT AND BP1/2 WASHER PER SCHEDULE #4 AT 16" E.W. — a 9. - d - M 8" (2) #5 1'-6" Detail 15 3/4" = 1'-01' ` ° 4X4 POST PRE -FABRICATED ° STEEL RAILING & ° POST (BY OTHERS) ° JOIST BLOCKING ° A35 CLIP (4) 3/8"X4" H2.5 TIE TIMBERLOK HU BEAM AT 48" PT PLATE WITH HANGER 5/8"X9" ANCHOR BOLT AND BP1/2 WASHER 4X4 PT POST AT 48" CONTINOUS #4 AT 16" E.W. ABU 4X4 POST WITH 1 /2"X4" WEDGE 6" ALL ANCHOR 4 6-#4V WIT d - 2-#3 ROUND TIE 1'- 6" (2) #5 -1' - 6" ROUND JOIST JOIST AND BLOCKING ;k BEAM PER j PLAN A34 CLIP (BOTH SIDES) 4X4 POST A34 CLIP 2X8 PT PLATE (BOTH SIDES) (12" LONG) WITH (2) 3/8"X4" WEDGE ALL ANCHOR AT 8" 11774n T 344 E.W Ir co 2' - 0" SQUARE 5 Detail 3/4 = 1 0 #4 AT 12" E.W. SLOPE 10 MIL VAPOR BARRIER WITH COMPACTED o CRUSHED ROCK j DETAIL F1 3/4" = 1'-0" 2X6 AT 16" Detail 16 3/4" = 1'-0" PROVIDE BLOCKING SHIM AS REQUIRED PAVEMENT DRAINAGE 2X6 CANT. AT 24" GABLE END TRUSS LTP4 PER SHEARWALL SCHEDULE NEW PLYWOOD - SHEATHING PER SCHEDULE Detail 8 3/4" = 1 '-0" 2X4 AT 24" OUTRIGGE R HEADER PER PLAN 8d AT 6" BLOCKING D 2X6 CANT. AT 24" GABLE END TRUSS LTP4 PER - SHEARWALL SCHEDULE NEW PLYWOOD SHEATHING PER SCHEDULE i 8d AT 6" 10d AT 6" HEADER PER SCHEDULE PROVIDE BLOCKING TRUSS GIRDER LUS JOIST GABLE END TO SUPPORT HANGER TRUSS FLOOR JOISTS (4) LTP4 TIE AT 6" O.C. DIAGONAL SCREWS PER SIMPSON WSW REQUIREMENT 16Detail 17 Detail 9 3/4" = 1'-0" U 3/4" = 1'-0" 10d AT 6" O.C. LTP4 PER L FLOOR JOIST SHEARWALL SCHEDULE 2X AT 16" Detail 12 3/4" = 1 '-0" 2X6 AT 16" HOLDOWN STRAP PLYWOOD & NAILING PER SHEARWALL SCHEDULE NAILING PER LSL RIM SHEARWALL -_ SCHEDULE - TENSION STRAP PER - PLAN - LTP4 PER SHEARWALL FLOOR JOIST SCHEDULE NEW PLYWOOD 2X6 AT 16" #5 SHEATHING (2) PER SCHEDULE DETAIL A5 Detail 0 0 ' 3/4" = 1'-011 3/4" = 1'-0" FLAT BOTTOM TRUSS BY TRUSS SUPPLIER 8d AT 6" 3" 2X6 AT 16" FLOOR JOIST PER PLAN - PT PLATE WITH 5/8"X9" ANCHOR BOLT AND BP1/2 WASHER PER SCHEDULE #4 AT 16" E.W. ROOF OVERHANG 8d AT 6" O.C. SHEATHING AND NAILING PER PLAN NAILING & " EE � \— SHEATHING PER H2.5 TIE AT SHEARWALL SCHEDULE ROOF GABLE LTP4 TIE PER EACH TRUSS END TRUSS SCHEDULE LTP4 PER SHEARWALL SCHEDULE (AT SHEATHING PLYWOOD AND HEADER PER JOINT ONLY) NAILING PER SCHEDULE 2X6 AT 16" SCHEDULE NAILING PER SCHEDULE E ISION Detail 18 Jul 02 2020 n DETAIL A26 ' v r�/4n — 1-On J — CITY OF EDMONDS DEVELOPMENT SERVICES 3/4" = 1'-0" DEPARTMENT 15306 61 ST PLACE NE KENMORE, WA 98028 (425) 296-2993 info@b2engineers.com Project Contact: Principal: Checker Engineer: BB �YV,\ OF WASy/ S'A 2 G 43789 CrURA L ENG\ G\� SS/ONAL EN KILLIN RESIDENCE 543 3RD AVE SOUTH, EDMONDS, WA 98020 DRAWING INFO ISSUE DATE 07-01-20 ISSUED FOR PERMIT PROJECT NO.17045 ENGINEER gg REVISION SCHEDULE NO. DATE DESCRIPTION FRAMING DETAILS S-5 Copyright b2 Structural Engineers 2008