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REVIEWED BLD2022-0882+Structural Plans+7.6.2022_12.20.46_PM+2972594RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT #4 DOWELE w/ HORIZ. F DRILL I$ EF GLEAN 4 R 5URFAGE, 7 GONG. FOUNDATIO PER PLAN #4 DOWEL w/ GONTINUI FOOTING RI DRILL 4 EF ALIGN B/ F 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ERciREERS www.quan`•.wnce.com BLD2022-0882 ............. ,................. I............... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE HOGENSON RESIDENCE project NEW FOUNDATION TO EXISTING FOUNDATION DECKER STIR IO client 6/ 15/ 22 22287.01 date job no. MW drawn by. SSK-0 1 design by. sheet no. RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2x PT LEDGER W/ 1/ 2" x 5" HILTI ANCHOR BOLTS & WASHER @ 12" o.c. 1511 THIRD AVENUt SUITE 323 SEATTLE, WA 98101 TEL 206.9�17.3900 Q U A N T U M FAX 206.957.3901 _ZISUL7ING ExG.IEERS www.quantumce.ccrn SHEATHING AND PANEL EDGE NAILING PER PLAN (E) CAR DECKING OVER (E) BEAMS (E) GONG. WALL (E) GONG. FTG. HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 2x JOIST PERPENDICULAR TO (E) FNDN MW drawn by: DECKER STIR IO SSK-0 2 client design by: sheet no. RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2x PT LEDGER W/ SHEATHING 1/ 2" x 5" HILTI AND PANEL (E) CAR ANCHOR BOLTS & EDGE NAILING DECKING OVER WASHER @12" o.c. PER PLAN (E) BEAMS JOIST PER PLAN (E) GONG. WALL 2x B L K G C (E) GONG. FTG. 48" o.c. W/ (3) 10d NAILS �O o4 36098 ��sIONAL� 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 Q U A N T U M FAX 206.957.3901 CONSULTING ENGINEERS wwv.quantumce.com HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 2x JOIST PARALLEL TO (E) FNDN mw drawn by: DECKER STIR IO SSK-0 3 client design by: sheet no. 1511 THIRD AVENUt SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 Q U A N T U M FAX 206.957.3901 :ZISU:l ING EN G.I EEas www.quantumce.ccrn CUT AND REPATCH (E) CAR DECKING WHERE REQURED TO POUR SPREAD FOOTING (E) CAR DECKING OVER (E) BEAMS A34 CLIP WHERE REQUIRED TO SUPPORT CAR DECKING AT NEW nncT PLAN )ST BASE 2'-6" SQUARE' HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. POST TO SPREAD FOOTING MW drawn by: DECKER STUDIO SSK-0 4 client design by: sheet no. RECEI\ Jul 11 20 CITY OF EDMOP DEVELOPMENT SEI DEPARTMEN' 5HEAR WALL SCHEDULE BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT S 2x BOTTOM PLATE ANCHOR BOLTING RIM J015T OR BLOCKING II29EAR SHEAR WALL PANEL PANEL WALL SHEATHING EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE OI FRAMING O J015T OR BLOCKING CONCRETE BELOW 4 5 b 2 7 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL 5W-b 1/16" APA 2x 0.131"dx2V2" 0.148"�x314" ®b" O.G. �b"� ®48" O.G. �e"� 48" O.G. A35 16" O.G. LTP4 ®Ib" O.G. ONE -SIDE 5HT6. ® b" O.C. 9 5W-4 1/16" APA 3x OR (2) 2x 0.I3I11dx2V2" 0.148"(Px314" ® 4" O.G. %"(P ® 46" O.G. s/e"O ® 32" O.G. A35 ® 16" O.G. LTP4 ® 16" O.G. ONE -SIDE 5HT6. ® 4' O.G. d 9 NOTES: OI INSTALL PANEL 5HEATHIN6 EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. WALL STUD 5PAGIN6 SHALL BE 16" O.G,,MAXIMUM. O2 ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL ED6E5 INGLUDIN6 HORIZONTAL BLOCKING PER THE SCHEDULE. O3 PROVIDE NAILING TO ALL PANEL EDGE5, TOP $ BOTTOM PLATES AND HORIZONTAL BLOGKIN6. PROVIDE THE SAME NAILIN6 PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.131"(P x 2V2" ® 12" O.G. ® EMBED GAST-IN-PLACE 5/8"41 ANCHOR BOLTS 7" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE 5TRUGTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL SSK-0 7 FOR OTHER REOUIREMENT5. 0 PROVIDE HOT DIPPED GALVANIZED NAILS, BOLT5, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. © PROVIDE 0.151"0 x 1-1/2" LON6 NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.151"0 x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL 5HEATHIN6 ON FRAMING MEMBERS. 5EE FOR TOP PLATE SPLICE. 5/ A4.3 O ALTERNATIVE TO 3x STUDS AND 3x HORIZ. BLOCKING 15 (2) 2x 5TUD5/BLK6. NAILED T06ETHER WITH 0.145"(P x 3" LONG NAILS WITH THE SAME 5PAGIN6 A5 THE u PANEL EDGE NAILING PER THE SCHEDULE (5TA6n 6ER). • T ® STAGGER NAILS PER SSK-14 ® RIM J0I5VIBLOGKIN65, MINIMUM WIDTH OF Ida". STAGGER NAILS PER SSK-14 WHERE 5PAGIN6 15 LE55 THAN b" O.G. 1511 THIRD AVENUE SUITE323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com HOGENSON RESIDENCE project SHEAR WALL SCHEDULE DECKER STUDIO client 36098 L� 6/ 15/ 22 22287.01 date job no. draw SSK-0 5 design sheet SHEAR - -NAI I FqEAR NALLASCHEDULE Ju 1202 URiTT0460f FLAT SHIM MAY bfL A&ff IC9ERE TO AID IN INSTALLATION OF HOLDOWN TOP OF GONG. PER PLAN EMBEDMENT LENGTH PER SCHEDULE — HOLDOWN STUDS OR P05T PER PLAN, (2) 2x MIN. �- SHEAR WALL EDGE NAILING AT EAGH HOLDOAN STUD OR POST CONNECTORS TO HOLDOWN STUD AS REGU I RED BY MFR. SEE SCHEDULE HOLDOWN PER PLAN II IOd-F NAILS @ 5" O.G. TYP. AT DU I LT -UP 5TUD5 I, FRAMING CONTINUOUS WHERE OGGUR5 � L REINFORGING GAST-IN-PLACE HEADED ANGHOR BOLT AND 5TD. II WASHER, OR ALL- THREAD WITH DOUBLE HEAVY HEX NUTS AND STD. WASHER ANGHOR ANCHOR BOLT GONNEGTOR5 HOLDOAN BOLT IN CONCRETE TO HOLDOAN EMBED LENGTH 5TUD5 HDU2 s/a"� 151' (6) %4'Ix2%21' 5D5 1511 THIRD AVENUE SUITE323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com HOGENSON RESIDENCE project HOLDOWN TO CONCRETE DECKER STIAIO client NOTE: ANCHOR BOLT 12" IN EPDXY ADHESIVE WHERE HOLDOWN REQURED AT EXISTING STEM WALL 36098 ZPIPSIOSAI ;9 6/15/22 22287.01 date job no. draw SSK-0 6 design sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1511 THIRD AVENUE SUITE323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com I /1/ A TC A AI/ L1/ n n/')I TG A T GL1C A 17 IAI A I I G I III\. \Ic. I v N/N.7 HOGENSON RESIDENCE project SILL PLATE BOLTING - PLAN VIEW DECKER STIAIO client I o' O AS y � i 36098¢4 �'�IDNAL 6/ 15/ 22 date draw design 22287.01 job no. SSK-0 7 sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEATH AND ED NAILING PER PLj 51MP50N UREP PLATE 4'- 0 " O.G. w/ (2) y2"(P EXPAN51ON BOLTS TO K (EMBED 5" MIN.) PROVIDE MIN. OF (2) PLATE5 PER WALL 5EGTION 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com HOGENSON RESIDENCE project SHEAR WALL RETROFIT DECKER STIR IO client (E) CAR DECKING OVER (E) BEAMS (E) GONG. WALL (E) GONG. FTG. 6/15/22 22287.01 date job no. draw SSK-0 8 design sheet R E C E I V EARE HEADER INTERRUPTS Jul 11 2022 DOUBLE TOP PLATE, CITY DEVELOPMENT FEDMONDS ERVICE�ROVIDE M5TA24, U.O.N. DEPARTMENT DOUBLE TOP PLATE A55 AT EXTERIOR HEADERS OVER 6-0" IN LENGTH - (8) IOd-P NAILS, MIN. KING STUD TRIM STUD P05T PER PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS -41 OVER 6-0" IN LENGTH) 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 Q U A N T U M FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com HOGENSON RESIDENCE project TYPICAL HEADER DECKER STIR IO client SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER 8'-0" IN LENGTH) - HEADER PER PLAN IOd-F NAILS ® 8" O.G. AT BUILT-UP STUDS, TYP. 6/15/22 22287.01 date job no. draw SSK-0 9 design sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1511 THIRD AVENUE SUITE323 SEATTLE, WA 98101 TEL 206 9c7.3900 QUANTUM FAX 206.957.3901 C0 N 5 U I E I NG E N G IN EE R5 www.quantumce.com B EA M PER PLAN HEADER' PER PLAN (a) IOd-F NAILS MIN. EA. SIDE - IOd-F NAILS @ 8" O.G. AT BUILT-UP STUDS, TYP. HOGENSON RESIDENCE project BEAM OVER HEADER DECKER STIAIO client BLKG EA SIDE OF BEAM t7 —v IN L-tNC7 i rt) I, (E) DOUBLE TOP PLATE 2x BUILT—UP POST BELOW w/ KING STUD EA. 51 DE O' ���A% v ,�'¢4,�Q�� At{+ OPAL S* �'�IDNAL 6/ 15/ 22 date draw design 22287.01 job no. SSK-10 sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1511 THIRD AVENUF SUITE 323 ® SEATTLE, WA 98101 TEL 206.957.3900 Q U A N T U M FAX 206.957.3901 CO N 5 U I E I NG E N G IN EE R5 www. quantumce.corr BOTTOM PLATE ATTACHMENT (MIN. I&d NAILS @ 8" O.G. AT NON -SHEAR WALLS) PANEL EDGE NAILING PANEL EDGE PER PLAN NAILING PER PLAN TO BLKG., TYP. (E) SHEATHING PER PLAN � (E) JOIST PER PLAN 2x BLKG. EACH SIDE ® 4a" O.G. BEAM PER PLAN 24" MIN. TOTAL LENGTH OF BLOCKING HOGENSON RESIDENCE project (E) STRUCT. WALL TO PARALLEL BEAM BELOW DECKER STIAIO client �oA 36:844 'fI4NAL ; 6/ 15/ 22 date draw design 22287.01 job no. SSK-11 sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I 2x BLOCKING 45'' O.G. A/ (2) 106-P NAILS EACH END NON -BEARING AA 5EE ARCH DRAAI BOTTOM CHORD OF TRU55 PER PLAN - NON -BEARING WALL 5EE ARCH DRAWINGS BOTTOM CHORD Of: TRU55 PER PLAN I — — — — — — — — — — 5WB PER ARCH. DO NOT ATTACH TO BLKS. 51 MP50N 5TG CLIP 45" O.G. SLOT UP (NAIL AT MID HEIGHT OF SLOT) WALL PARALLEL TO TRUSS FRAMING 51 MP50N 5TG CLIP 45" O.G. 5LOT UP (NAIL AT MID HEISHT OF SLOT) WALL PERP. TO TRUSS FRAMING HOGENSON RESIDENCE v project 1511 THIRD AVENUE TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) - TRUSS SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO QUANTUM FAX 206.957.3901 C 0 N 5 U I E I N G E N G I N E E R 5 www.quantumce.com client ,�'¢4,�Q�� At{+ OPAL S* �'�IDNAL 6/ 15/ 22 date draw design 22287.01 job no. SSK-12 sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PANEL EDGE NAILING PER PLAN 2x FRAMING PER PLAN SHEATHING PER PLAN LRUZ HANGER HOGENSON RESIDENCE e project 1511 THIRD AVENUE 2x FRAMED LOW ROOF SUITE 323 SEATTLE, WA 98101 TEL 206Q57.3900 DECKER STUDIO QUANTUM FAX 206.957.3901 C 0 N 5 U I E I N G E N G I N E E R 5 www.quantumce.com client 86 NAILS @ 6'' O.G. TO LEDGER 2x LEDGER w/ (4) 166 NAILS TO EAGH STUD SHEATHING & SHEAR WALL EDGE NAILING PER SHEAR WALL 5GHEDULE BOTTOM PLATE ATTACHMENT PER SHEAR WALL 5GHEDULE (MIN. 16d NAILS @ 8" O.G. AT NON -SHEAR HALLS) JOIST PER PLAN BEAM PER PLAN � SSK-11 O' ���A% v ,�'¢4,�Q�� At{+ OPAL S* �'�IDNAL 6/ 15/ 22 date draw design 22287.01 job no. SSK-13 sheet RECEIVED Jul 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STUD, BLKG. OR STUD, RIM J015T OR PLATE A5 0GGUR5 BLKG. A5 0GGUR5 PANEL JOINT PANEL EDGE I I I I I I 5PAG I NG PER ' 5HEARMLL 5GHEDULE (3) EQ SPACES, LU TYP. w � I I I I I PANEL JOINT PANEL E06E NOTE: STAGGER EA. LINE OF NAILING (AT ALL PANEL EDGES) A5 I ND I GATED AS �o 09,E L HOGENSON RESIDENCE project 1511 THIRD AVENUE TYPICAL STAGGERED NAILING SUITE 323 SETTLE, WA TEL 206. 5739001 DECKER STUDIO QUANTUM FAX 206.957.3901 CONSULT ING ENGINEERS www.quan`•.umce.com client 6/ 15/ 22 22287.01 date job no. MW drawn by. SSK-14 design by. sheet no.