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REV1 APPROVED BLD ENG Plan_SetC PROPERTY ADDRESS 15722 72ND AVE W. EDMONDS, WA 98026 0 5' 10, 20' OWNERS: KEVIN KECK & HEATHER HATHAWAY FLOOR AREA LOWER LEVEL: 1,690 SF MAIN LEVEL: 2,700 SF TOTAL CONDITIONED: 4,390 SF GARAGE: 863 SF TOTAL HOUSE: 5,253 SF IMPERVIOUS SURFACES HOUSE / GARAGE / YARD: 5,945 SF ,- / DRIVEWAY: 1,318 SF ❑ CATCH ,/`v ; \\ ,'' TOTAL: 7,263 SF HEIGHT CALCS EXISTING GRADE AT PLANNED PROJECT RECTANGLE: A = 222.5' B = 227.25' C = 239.5' D = 246.25' TOTAL: 935.5' AVG GRADE = 233.9' (935.5 / 4) MAX. ALLOWABLE ELEV.= 258.9' PROPOSED ELEV.= 255.4' (SEE ALSO ELEVATION DRAWINGS) STUM0 ZERBEY Architecture + Design 9844 REGISTERED ARCHITECT K le J. Zer`be-Y STAT� OF WASHINGTON ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE BASIN I / / I / (EXIST.) -IRRIGATION CONTROL i ' VALVE TO BE RELOCATED 'J (EXIST.) `9, i ,� ; `, \ STRUCTURAL COVERAGE ' '268._ REVISED PLAN APPROVED „ ; 10 LOT AREA: 31,316 SF CITY OF EDMONDS BUILDING DIVISION / 0` TEL ,' , ti , \ ALLOWABLE COVERAGE: 35% (EXIST.) `1 BUILDING OFFICIAL NEW HOUSE & GARAGE: 3,929 SF NEW DECKS & PATIO: 1,381 SF Aug 13 2022 II �• ° �' / \ '\ , \/c�, , TOTAL: 5,310 SF APPROVED DATE °� , �\ i PROPOSED COVERAGE:5310/31316=17.0% ............................................... APPROX. LOCATION OF 1997 ' ' fTeT�wing doc mentation shall be available on \ co F D / o LANDSLIDE (REPAIRED) ,`246.25' = it( for the buTlin inspector: ' V / A A Q A A , A 1 CS:_� / / I I I M ,AV 1 I 7 I , / / SEE GEOTECH REPORT: \ , N / \ "JN 13245 - GEOTECH CONSULTANTS" ` ',DATED OCTOBER 9, 2013 CZ5E4RRR_OVED NRCHITECTURAL PLAN SET '. \\ \ \ '' I T/N^ / ; ❑ COE APPROVED STRUCTURAL PLAN SET '$`EWER PUI\AP\ \ \ - \ ,.c. \ T.O. A L R\ - STATION 242'-0" \ ■ 4 ENERGv CREDIT WORKSHEET WL COE REVIEWED CALCULATION PACKET � \ R SITE PLAN \ cWALL: \ <o \ \\ L- N w T.O. C\ < 1= , \ — 247'-6" \ \ \ ` ' h \ ® Original approved! et of Architectural plans LU 1 I CVi / / ,' i' ,' / Cam`\ \ \ \ \ ` 1/ \ r\�, r \ \ \ o \ x 2 _ 1 \ I i i ' /' i / \ / \\ \ `\ \ ` 242 \ 1 1 / , / \ \ \ \` �� \ ,-0' \ \ �� 1 1 \ ■ CIG�Y OF EDM NDS BUILDING DEPARTMENT 2021 1 I I 1 I 19' F / / /\ \ �'\ \ \\ \ \ \ __ x \\ \ `: � � �� \\ \\ \ `\ V \\ i i I,N 0(SCO li 1 1 , / 0 EXIST.), It 1 1 1 / / / 33.5" F /244.43' I I I 1 ITS / � \/, \ \ -_ \\ \ \ ,_'' o `\ \ `�% \ \\ �\ �\ `♦ \ I SD STU / \ � � \ POINT: RIM I 260.08' 1'�I ssMH(EXIST. 241 DATUM BEN6HMARK �--_ CAT H \\ `\\ �� \ \\ ``� \\\ \\\ `\\ \� \\\ (E)(ISf.}-----_- QSSMH BA IN I I ' T 51 > E�EISI (EX ST.)' \ \ \ 11' �'� � N T.O. WALL: CANTILEVERD DECK `v 1�246-0" STRUCTURE v v ' I / -� ,' PROJECTION OVER \\ 0 �`` o`° HD�\N ``\ \\ \\ �`\ \\ \\ \ \`\ SS\ T - R� `\ \ it SETBACK; SEE A101 � O FOUNDATION PLAN ''-- - ---- V v v ,(EXIST) ARTY TP-3 241'-2" o \\ �\ \\\ \ d\` ` \ \\ \`\ TEST PIT v v A A �T v0. WALK ' ' / / \ \ \ 0 0 o R Dw` 131" M LOCATION � \ `v-- ' 18.5', C / \ \ \ - \ ( ) RETAINING o '�\ S RUCTSEE \ \ \ \\` \ \ \\\ \ \ \ \ \\ ___- \ \ \N \ \ \ \ \ \ ` 2$8 _ I I I I I I I � , � �22" F , , � / 1 SITE STABILIZATION v v O v _ -----___ __ � I i j i i `\ \\ \\ \ , \\ \ \\ \\ I I I 1 I ' ,' `� ' / `PILES; SEE STRUCT. y y o �\ `\ \ `\ \\ \ `\ �,, 34" F \ R\ \ \ \ \ \ \ \ \ \\ \ \ I I I I \ 10-251.37 \ , \ ` �N \ \\ \\ \ ; `, \\ `\ \\ \\ `\ \ '�, N \ \ \ \ \ \.Q' 22 C M Lt10' UTILITY EASEMENT _ O IPA _ \\\ \ \ \ & 241'-1 1/4" S G T v I ' T.O. SLAB W v ' I � GAS \ � 111 _ _ - \ ` 0 \ \ -\\g120 LOCA BORIN / I x \ 1 METER ` �_ U 2pPs TIES 2' v Y 95 (AF. NO. 201603295002) ` TI \ j 35' CUTOFF `DRAIN - I I 1 I I I I 1 I I I ' I\ I 199 SEE C3.1 / / / \ \ \ \ \ I I I \ '- \- \ 13" �+A v / *14.7" 24.7" M M 23.4" A r \ \ \ \ \ \ I II II i II II II II i II II II 11 i I\ O- \ yO ' \ / / I 1 1 I I I I I I I I I I I\ y \\% V �— -�• \ '/,; _ 1 \ \ \ \ \ \ \ \ \— ' , 256.E i CATCH CATCH N 1 (EXIST.) BASIN ASIN M p . C �7� --I )2� \M \ \ S C', 1 I 1 � I (EXIST. r \ �1S \ \ I 1 1 \ �-L- ' ) 228'-0 1/4" 239.5 \ „ M 011" M �' i i r---' (EXISt \\ I I I I I \ \ ' 1 \ \ ` \ ---- /` II 11 I i 'I 'I II112' - -..o`;V , , , +,. , e \ \ —� \ 11 O <❑ '1- --- T.O. DECK � ,� , \ I 1 1 I .., \ \ � c• I 1 I ' 1 1 TEL ' -' `. . .,,! "' / '1 1 _ - 7, I s``` \ 1 ` 1 1 ` EXIST. \ "' `` _ ,1 ";', 4; `,F�'•,`.' `\ �- t is \\ N ``'—D 8� M 1 1 \ \ C 0 / SEE CIVIL / I - T.O. WALL \ c� I \ \ I 1 \ \ \ \ 1 \ 1 1 \ ,/ I I ,--.�',�, , \ , I \ \ , i \ \ I I \ \ \ \ PV CONSTRUCTION PLANS _ _ ; _ :; rr 33.4" M\ / , �`\ \\ UTILITY IMPROVEMENTS, 8. 2' _ _ B\-� { \ \ ` (EXIST. FOR SITE GRADING, \ \ \ \ \ \ I I l l l I I \------- - \ \ \ K ' " 1. . \ M o' ' 1 AND ENGINEERING �- \ . R`M 8 \-O`!`1 18" I \ I J� \ 1�/ r v REQUIREMENTS. 226 / �� 8 8' M �\� ` \\ N ' �� ' ` `\ \ \ \ l i ,' vvv vv vv\\ vv _ \\ __ / V\\ Cn APPROX. LOCAT N _----- A' � ETB C-1� ' �' r ' 1 � `� wv I OF EXISTING CU O __ ` Cl) __---- 1 1 N I,--- / 0 I ro TREES TO BE REMOVED, TYP. SEE A002 TREE RETENTION & III r l _ -----_— O227.25' —i jl PROTECTION PLAN l 4\ 2298 \----------- 258 ----- IN - If r 47" F -'� �� CANTILEVERED DECK \ \ \ \ STRUCTURE PROJECTION I 1 ' \ \\ ENGINEERING DIVISION _____- \ �-------------------DRAINAGE __ OVER SETBACK AND PRIVATE / \ ---- ---- \ I APPROVED AS NOTED '' % ------------A1 11 FOUNDATION PLAN SEE \ II r rr ��'--- / ' i i ' ' ,/' ,' i it i � i l � ------------- '230 __ \ i -y%7y&8/03/2022 \ \ IN �0 \r 260 \ ,' ,' ,, � I \\ \\ I ADDITIONAL TRENCH DRAIN \ \ '' ' APPROVED - TO BE FIELD ' % _ LOCATED. ASBUILT REQUIRED. ' ------------------ \ \ \ \ \ N FIRE HYDRANT (SEE SURVEY Site Plan SCALE: 1" = 10' BLD2021-0985 REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Site Plan Al 00 Printed: 6/23/2022 © 2022 studio zerbey, Ilc / I 1 TOC / H STUM0ZERBEY N N N 1 OQ/ ° 2 ry�� 2 / Architecture + Design / 30 I N 303 303 i / 30 \ / g I I 1 4' �" I 1 T-10" ` 13'-2" 6'-6" 5' 0" I d I I I 1 1 111 �O I T-41/4" V-014'-0" 6'-8" 16" 'BOF J '6 BOF ' �2T-9" �I `� Q 2 1/4" 3r-s vr' 3'-8 �� / \ REGISTERED 224'-9" OPENINGOF 9844 ' BOF ' BOF I _ I I , \ w 511 229'-3" 232'-3° / ARCHITECT ��/ °------------ -- -------------- BO_I � 1I I 22T9" 'i 1111� I `, \ � `� I � I 1 Iih _ �h/ OF 11 DNBOFC I — I — ` — — 1 BOF ° / / K le J. ZeibeCO/1 4'-6" i -1'-8" 22T-9" _21'4" I 503 235'-3" / --YY T.o. LAB '� ', ``\ `\ \ `\ ' / / STATE OF WASHINGTON d d 2 ____________—_ ________________________------------------ ________________—_____________________________________—______________________ ____________--_________ _____ _________ ______--------------- _____________________________________ ___ J ✓ °d I TOC �, � IL �OC - - / - - - 4 8'-11 1/2" ` - TOC SILL 18'-11 1/2" ❑ ` \ O C� � TOC L TOC TO w / - 8'-111/2" 10' 10' \ \ d BOF I i III ` BO C�NC. d� \` `\ / BOF 1 OF HEADER LL ` / _ 194'-6" I — @ LL \ ` 243'-3" 1 1 224'-9 \ \ / / 6'-9 1 / 9 i TOC @ CURB: q d ❑ BOF 11 0 235'-3" 1 \ \ I \9 TOC @ LEDGE:4^1 \ ` _ _ / — — TOC-2'-2'� ` — — — `— - __T BO I � I I TYP. PATIO - - - - - - - - - - - � - - - - � - - - - - - � I' - - - - - - � - - -� '''� � ° � v �v - - - � - - - - @ / , 194' 3, I FDN WALLS V �� \ / i BOF TOC ° BOF v / 241'-9" ----------- --- 1 / `° TOC 11'-8° 238'-3" y I ° r a 5 II BOF 11' 8" \ \ ° / 224'-9' 7 _ J 503 \ `�` `/ a 510 T ----------------------------------- / \�4'-10 — — — — — — — — — — — — --I2'-6" 1/4" I 2Qg / CONC. I TO F.O. FDN TOC d �` / BO d a CANTI ALL BELOW 9'-9 3/4" \ \ tToc LEVEf� III TOC @ LEDGE. TOC,� @ LEDGE \ 194'- 1 1 \ _ / ifl -0'-6" -0'-s' BON 503 \ 11'-8" io 11 TOC @ CURB: TOd @CURB 229' 3" in I � 1 -8"-0'-11/2" 0" TOC / 1 SLAB 6" 1'-11/2" J \ 4 o---------- ___ ___ _ A Now-__ -------- — — ";" — — — — — — — — — — — — — — — — — — — — — 243 — L — — — — 4 — _I— -- T — — — — — — — — , LEGEND FOUNDATION I 1 a Ii 1 �� vv vv ( CONCRETE STEP I\ TOC \ d ' Lr TOC SHOW R 9'-4" BOF I ° I TOC SLAB TO BE L VEL 2 1 DRAIN - / 208'-0" 2 1/4 AT FULL WIDTH OF \ BOF �`� -0' 4 3/8" a 504 ' TO FDN BRIDGE FO O- 509 \ 226' 0" `� ° \\ \ \`\ I FOOTING WALL I I PLANAR N TION`\ 2 3/4" 4'-5 /4" 9'-10 1/2" �\ 5os BOF ` \ CONTROL JOINT SITE STABILIZATION 1 TO COL. CL `� ° a ° 235'-3" ` ` I \ PILES SEE STRUCT. I\ \ I 1 \` �� SLAB ON GRADE _ ° I IN CONCRETE SLAB \ BOF I \ - 229' 3" \ `TOC 0" ° �` ° I #' ##" TOP OF CONCRETE 2 \ \ 16 9„ 1 2 8'-4 3/4" 514 `� (230'-8 1/4") . 427 \ I H ELEVATION RELATIVE TO \ I BOF \\� ° CONDITIONED ° ` \ \ \ d I PROJECT ZERO) \ \+ - 203 l d ' I 1 ` CRAWL SPACE s'-9" 4'-3" 7 #'-##" ` I � 228'-6" � d BOTTOM OF FOOTING w SLAB ON GRADE a I ELEVATION (RELATIVE TO \ -9 504 TOC SEA LEVEL) I �� N SEE SITE \ r� Iv Stf�IP FOOTING FOR DECK STAIRABV 8'-10 1/4" A rn \� % d \ \ �` PLAN FRAMED LOW / / ---TOC 6'-0" � \ ° \ I BRIDGE ABOVE 9' 4" T.O. SLAB I BOF TOC \ 237'-6" \ ---------------------------- I N SEE A514 / ---r----------------------------- TOC _ 8'-11 34' GENERAL FOUNDATION NOTES I \ 8'-111/2" I - ---- 4 \ TOC 1. See S2.1 Structural Foundation Plan I TOC 9'-9 3/4" \ I \` ` 15'-3 3/4" \ TOC 2. Dashed contour lines are existing grade. Solid lines are final BOF �` \ TOC ` BOF `� C I `\ 11'-8" 1 241 �\ �239'-6" d 10'-1 112" 238'-2" �$'-11 3/4' _ - — -� N grade. \ Ala / 1 a ` — --� -- — — —— ` "4o 1 BOF 5oa N 3. Footings shall bear on solid undisturbed earth or compacted 1 / 1 YI J BOF g p `� I ` 2 238' 2� structural fill at least 18" below lowest adjacent finished grade. QI - / / I ° ° J g \ Wla I \\ ° Footing depths and elevations shown on plans (or in details) are u)IO 2 / / t ° BOF _J - - - - - - - - - - - - - - ZBO Toc - - - - - �38-2_ Jminimum and for guidance only. The actual elevations of footings `2 202 3must be established b the Contractor in the field.10'-1 3/4" N YAPPR LOCATION 2243 t 504 ! BOF \ i BOF 'v U / I � ` 229'-3" ` I I Z \ OF ISTING DRAIN / / ° / BOF BOF ° T U / :o / TOC TOC 1 \ ' - / - 0' 4 3/8" a - d I ` T NCH 5 225' 3" 225' 3" `� `\ - - BOF I 8'-11 1/2" ° ° ° --_ — - - - - - - - - - - - - — EXIS G CATCH / / F �/ ; 229'-3" I �I 1 ° / BOF ° ` TOC ` TOC BASIN / 0 -6'1 22T-6" a / / 4, — - + -- d _ ° d — ------ — r ------ ----- -- °° ° i\ �\ - ° � � I TOC @WALL '- ------ ----- -- ---1 I i O `` \ m / ° TOC @ C RB 5 4„ t --- d w \\ M TOC SLAB LEVEL AT 011 ''I L TO s a BOF TOC L DGE 10'- 1/2" 503 228'-6" \\ \ 1 / - @ \ , v BOF -FULL WIDTH OF BRIDGE 4 / / a 208'-6" FOR CO -PLANAR TRANSITIO III —I 0'-6" SIM J \\ o N PLINTH BOF J U \ M F -3' 7 3/4;'/ 229'-3' BOF O\�� BOF BOF BOF \ \ \ TOC -2'-2" TOC @ CURB 228'-6" U \ \ / 9 / 2 8'-6" I / TYP. @ PATIO ° 0" 232'-3" 235'-3" 238' 0" / \ TOC @ _ �,'� FDN WALLS TOC @ LEDGE ROOM TOC O PLINTH �BOF 8" I \ -0'-6" -3'-7 3/4" ,'� 224'-3" J I ,� / - — REVISION - T � 7 d d i i i i i r r I /� i i / 1._---_______________________---------------------_--------------________________________________________________________________ __ --------------------- BOF - BOF a 1 TOC @ 194'-6" �.' i / T.O. SLR BOF FLOOR �" JUI 2� 2022 \ PLINTH ' 225-3" 229'-3" BOF TOC @CURB �TOC @ LEDGE @ 1 \ / DRAIN TOC LEDGE \\ BOF CITY OFEDMONDS -T-7 3/4' i' / I 229'-3" 10'-1 1/2" 9-9' 9'-9" BOF 238�_�� I \ DEVELOPMENT SERVICES I I I T \ DEPARTMENT BOF 5 ! TOC @CURB TOC @ CUR 238'-0" ° � J ° ,i T 226' 3" ---- 3 10'-5" B 10'-5" I B �, BOF / TOC 50 Z24'-6" 514 1 6'1 _T-7 3/4" BOF i 226'-3" 1 a \ ft�T C @ LEDGE 2 2 1 I F _D DECKABOVE 9- 301 \ - - - - - - - - J - - - - - - - T G@ LEDGE - - - - - SIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `�� - - 2 TOC TOC @ / \ 50 -0'-1 1/2' TO TOC TOL@ CURB L— 505 I ° PLINTH / TC�C @CURB 0" 3' TOC 10'-1 1/2" ` r T w ---------------------------------------- 3' 2 0 0„ �i !� ` -3'-7 3/4'I ---------- -- - r------------------- - - i r. ��1-------- Puget Sound BOF L4. I ;� ° ° Nd ° a ° 228'-6" 1 Residence BOF -2" W C N . O BOARD O FRAMED WALL BOFBOF L �` 195'-0/ \ _ J T.O. SLAB �C ` - 22T 9" 229' 9" BOF r 226' 3" °I 1 I / 224-6" CO \ BOF 1' 41" 1' 4" 6'-7 3/4" 5'-3" 1 1'-0' BOF 5 ° T C CURB ° `� TOC 15722 72nd Ave W / 225'-3" I 228' 6" 503 GARAGE SLAB ON GRADE 15'-3 3/4" 1 Edmonds, WA 98026 11 I '' I I I ' 1 SIM 10'-11/2" \ \ / TOC @ TOC TOC \ / PLINTH -3' J 3/4" -3'-7 3/4"\ " @ T C LEDGE �� 1 -3'-7 3 4, — — — — — — — — 77 — — — — — — — — — — — — 1I 8 — — — — — — — — + — — — — — — — — — — — — — — — — 9,— — — — — — — — — — — — — — — — — -- — — — — — — — — — r I \ DN DN DN — C3) 1 ° T.D. SLA TOC @ CURB ' \\ 8'- -7 L BOF 1 5'-6"' i� - I 1 ' 5" �� ,' I w----------r----- ----- 0" T.O. SLAB 93"+.O. SLAB ! TOC @CURB L\ ---———— — — — --- — -- - 2 10'-5" PROJECT#: 2011 \ I1 I /, - _ _ 505 SEE ARBOR ST REPORT AND TREE RETENTION & PROTECTION P AN A002 FOR �� SHEET SIZE: 24" x 36" B�F — — — — — — — — — — — — — — C - — - _- —` -_— - —_ — _ - — — — — — — — — — — — — PROTECTIO OF NEIGHBORING OFF -SITE TREES_A BORIST SHA L BE ON -SITE — — _ b — — — ` o — — — — — — — 10 REVISIONS: \ \ 225'-3" BOF - DURING THE: SOIL EXCAVATION BETWEEN THE FOUNVATION FOOTING AND 10' ----- ,' Cl)cn 6OF / / � BOF TOC @ LEDGE LOD. AFTE AIR EXCAVATION (AIR SPADE) AND HAN CUTTING F ROOTS BY �I Permit Set 7/9/2021 BOF 196' 0" 226' 3" 22T-9" / 228'-6' g" TOC @ LEDGE I m ARBORIST, MINIMIZE MACHINE EXCAVATIONAND D PTH AND W DTH OF a Permit Corrections 12/21/2021 0O2 i FOOTINGS Y STEPPING FOOTINGS PER DETAIL 1/3.1. 9 9 11\ ©Permit Corrections 3/16/2022 8 r 1 15'-10 3/4" 11'-0 1 2" 5 1/2" 1/2" I ©Construction Documents 6/23/2022 SEE S2.0 �OR N -� 9'-8 1/4" 2'-1 3/4" i COL. CENTERS �� O TOC FOR bILES 5'-8 7/16" 1 BO CSC d I 1 229 �9,, -�3" ° I 8'-6 1/2" 6'-9" — I ' T T T TOC @ CURB T 4 T \ ' T-7 1/4",-'' �, / , 10'-5" T C LEDGE TOC @'CURB 22 2 3/4" I % _� i zo N 9, @ 10'-5" i� 1 L - - - - - - - - \ \ ------------------------------------------- --------------------------- --- - ---- - -- ' / / N d l L L L L L N L 1 \ _ _ COL. / _ — — — — — — \ 12'-6" 19'-2 3/8" �'-8 5/8" 3" i T-6" V-0" 12'-6 1�2" 5 1/2" /2" ' / BOF BOF I Cl) \ " \ PENING i �OF BOF BOF BOF BOF BOF 236'-9" 237'-0" \�I \ 8" T-10" 5'-6" 4'-s" 13'-2" 8'- " 5' 0" ,' _ J 1 34'-T' 5 -6„ 234'-9" 235'-3" ; 235'-6" 236',-0" 236'-3" I\ N \ " — I o Foundation Plan BOF i BO BOF B F i— 2 N `I 229'-9" 1 232'- , 233'-3" 233-9" 2 soy LO \ 303 I 303 I I / 30 , , , Al 01 Foundation Plan I Printed: 6/23/2022 0 2' 4' 8' SCALE: 1/4" = 1'-0" A101 c 2022 studio zerbey, Ilc i I I I I 1 30 1 \ -0" \ 31' STEL COL. I '-, 1 1 5'-6! 1 4'-6" 1 '1 2'-6 1/2" - '-8 5/8', ` Q'-4 7 8" 1 2 3/4" O G. OPE LOW,RETAININGWALL 1 1 4 re - -- - _ -°- - °Ir - - _ -° - - -°- 1 - - OV RHANGABQVE .�HB _ ° 2 / I I1 I ° ° ° ° ° 4 ° �2ci I ��QOQ M l°I ''8" °° Z I O J CV//� I CV II °, ° — I L 2 L / w P PATIO1 ` ° _ ' l DROPPED MAX. 30"1 DROP III°III 6'-6" x 21'-T CLG @ 8' W / FROM PVIO TO 139 SF o m / i ¢RADE III',1 510 Q/ I 301 j III / 0 i i I m Ib 2 W WWII 4 A416 1 en H'II I 0 3 GUEST SUITE I z i III II° 18'-8" x 1 4,-g,. 330 SF 3 // — — — — T a � I 510 9 / J / U r w r r �VIEDIA WALL / I Lu I�° —I it - ---- IXF "/-\/Mx i� I -- i ----III — ----ff ---------------- -8— 9 -- -- W004—`\ -- WO 3 I 4 510 509 5 1/2"9 -5" 7 508 I I II 510 I I O I 509 I I I II I 8 \\ I I I I 1 1 J \ L- 1 __ 509 - 508 I 4'-0" 6 509 I J\^2 -I LLI I _jo / ;I i mwY % I a — I M iC91 -——-—-—-—-— —O>< — -—- —I—-—- -— o N I J LU 2 - i?I ,05 -_� III / "el i i �' ZOI ml LLL all MI 0rn i �I O /' X / O 2 / X z WI / i �__ -EXISTING O / /' CUTOFF D 514 ( 50 3 CATCH w CAI- —F= - -z- -°- - BASIN I ST/ / H EXI 1 ( ) Ifs L 8 STORAGE 17'-0" ° III ° s 7A414 2 1 /2" 1 TO FINISH FACE ° 50 6 3'-6" 6 —III rt \1 co,/ MAX. 30" D FROM III ' 1 -8„° ° 8' DROP CLG Is/cl U DECKTO DE m f� J ^ o> / 4 8' STUM0 ZERBEY 20 303 I\ 13'-6" \ 303 T, \ 302 Architecture +Design 13'-2" STEEL RING W/ ROCK SPLASH AND SOLID BOTTOM TO , \ \ I 9844 REGISTERED PREVENT INFILTRATION. TIGHT vv v ARCHITECT LINE`PRAINAGE.SEE`CIVIL EX AU T i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SOFFIT -� 1 — \ ° /\ \ — T_ — 1 1 K le J. Ze�`be--YY 7 1/2" DS STAT OF WASHINGTON / o \ — I\ I ° BEDROOM 3 I I I 41 9'-3" x 8'-3" I I I 76 SF \ I I II _ I $ EGRESS PER ° o 7 A417 5 I RC R310.1 \ N EXCEPTION 2.2 °° 2'-6" T-81/2" Is4cl a \ \ ° DROP CLG. @ o BATH I13 \TH & BEDRM o 0'-0" x DS — — — — — — — — — — — — — — —\ — — — — — I — — — — — 45 SFI I °II Is/cl 4 5 \ \ A417 1 \ _ \ 3'-2 1 / ' i 2 —LJ I II o ° _-- L ° 503 ° I 0) 1 FbRE- ANUF. � — — — — — 4 — — — WgR PAN I � — — — — — — — — — — _ — � — — — — — — < I— —— — — —�— — — — — — — — — — — — — — — — — — D009 i101 CFM2 -=_ ------ II \ NICHE WITI ° ° \ J SHELVES & DOOR CRAWLSPACE W/ _ al \ ° 3 1/2" 1'-8 1/2",(,-3 1/2" 5'- 1/2" CONC. SLAB ., ..., 4 (CONDITIONED) ° LbW CONC. WALL @ _ 516 COURTYARD ABOVE ° EXERCISE ° — ----- -----8'-0"x9'-6° - - ---- -- -- - -- -- -- - -- -- -- --� - ---------- --- - - 2 >> 1 77 SF (415 2 4" RIGID INSUL. @ 504 9 a) I \. N ---------------------------------------------------------------------------------------------- 3 I ° II RETAINING WALLS — I— — _ \- 5'-1 1/2" 51/2" 7_7" 8' BELOW CRAWLSPACE - - - - - - - - - 1� ° A_ _ SEE A103 FOR 4 ' - - - - - - - - - `_ 516 ° J DRIVEWAY I 1 EXT'R F.O. FDN ° I _ 201 -WALL BELOW 1/2" dYP. ®----------- - ---- ----- _ @ GRID 'E' & CEILING - + - - ° - - - - - - - - - - - - - - - - - - - - - - - - 1 ° COL. FOOTINGS, SEE FOUNDATION PLAN - - 1 - -4 ---------------------------------------------------------------------- HANIPRAIL IIIIv a ° --------------------------- HT. �06" - 2 -- -- -STORAGE M - -- -- t- -- --- --- -- -- -- -- -- -- -- -- -- -- -- 6'-0" -CtClSET_ T.O.SLAB ° l LL OPENING TO T_214" J ° CRAWLSPACE: 504 L I �— rn _ — _ _ 5 Is/cl D008 M ELECTRIC HEAT - - - 8' DROP CLG. @ A413 2 N CONC. LOW �7j ° PUMP WATER = -- -3 1/2" HALL, 1/2 BATH, & 3 N o RETAINING OLT. J HEATER W/ RELIEF 2'-8 1/4° OFFICE STORAGE " b p CLg G ('-WALL TO �ANEL STRAPS SEISMIC (23 '-8 1/4") CRAWLSPACE C�MBI L ° 5 x - D004 T.d. SLAB SLAB �— — B ILIIER 503 — — — SI — — — — — — — — — — — — — — — — — — — — — —i ELEC. 10 IM PANEL WHOLE y NOTE CONDUIT TO RUN I HOUSE \ FM C° TO CAPPED ROOF WATER / r- �N€TRATfONIFOR SOtA J SHUTOFF _ n� / `\ WI A413 3-V x1-o 1 wl w III ° ° OFFXCE�9 7 22 sF 2 o \1 z mdl 194 SF 1 A418 _ L MECH. / - al I� HALL 3 �0 2'-8" T.O. WD. DECKING U PATIO 2 ° 4 STORAGE ° 9'-6" x 24'-6" i" 0 12'-9" x 1 T-0" 236 SF ° ° 113 SF 20'-0" x 16'-0" V \ ° ° I I I A414 1 I , ; I� L 320 SF �'-0 1/4" ° III ° ° 2 I C9 - ° 5 1 /2 15'-4" 3 1 /2" T-1 " $ 5 1 /2" \ REMOVABLE III ° I° 05 - b (1) STEP DIN., <n HRV 3 2 1 N DECK II -O - - - -A413 - - - - - - - TO DRYER° 505 al 2 301 1 - - - - 1 �'-0" x 20'-0" - - - L = _ *'> 3 U ° ° 7 5 J - - - - - - - - - - - - OM r - - - - -i I(W ,HOL HOUSE 2 / \I M 301 342 SIF 3 510 50 rp 10' 4 10'-0" VFNTIL�ATION) 1 � M r _ NO.I I - 8 — — — — — — — — — — — — — — — — — — — — — — — — 8 N W in fi-J ° W 09 D002 (4) INTAKE VENTS (5) EXHAUST VENTS ` @WALLWALL, 5 EXHAUST LOW CON. 510 VENT @ 50 50 503 SI HEAT P MP HEAT PUMP ° SLAB ON ° 1 III SOFFIT B GRADE ABOVE \ SIM ° MIN. HS F 11 MIN. HSPF 11 I ° `% - — -°—° —° - = — - ` — — T° -2'" ¢ DN.�,'�w ° EQUIPMENT — — — — — — — — — — — — — — — — — — — — — — — g CZ° ENCLOSURE - \ _� __--- -- 139 SF \ CORTEN --- ----- / — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — - - - - T — —° — 1 0 3/4'� — — 0 PLANTER ° \ 1l. � � � t _ BEAM ABOVE TYP. EXTERIOR WALLCa7 NEIOLITH SIDING � �' pg I _ i ° DS° \� NEOLITH (LAYOUT PER ELEVATIONS) T' �\ 6 \/ STEEL COL. MOTO RAINSCREE (ANODIZED BLACK) 50 di ° 2 o _ `\ _ WRB \ g W ° 38kW GENERATOR 505 ' -\ r - „ -/ I 7 \ - OU1 158AMP o _ 3/4" PLYWOOD SHEATHING PER STRUCT. ` `- U - / ' DECK IS CANTILEVERED OVER FRAMING PER STRUCT. \ > - z ° - l I \ 65' SETBACK &PRIVATE —BIB tNSUL. TO R-23I \ Z ° 50 - " > \ DRAINAGE EASE*NT 1/2" GWB W/ 2 COATS -BAR It�ER t - , SEEA101 \ `i PRIMER I J 1, / LOW CONC. WALL W/ \\ i rt— \ 'T, NON-COMBWSTIBLE FENCE AIBOVE ° - - y I \ / � \ I I 1 ; 5 1 /2"- \ /- 3 1/2' 3-1" 15'-9 7/8" / '-8 5/8" 3" r - I I I I � i s �- ` T-10 23'-2" , I - " _ 21'-6" ----- \_ 2 c � -` G 7 -\ H I - _:' // \ ,1 ' J —, \ 301 , I�'> r T - e \ ,_7-7- 2- Lower Level SCALE: 1/4" = V-0" A102 � REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Lower Level Plan Al 02 Printed: 6/23/2022 © 2022 studio zerbey, Ilc JA, f / I/ I � I I ",`� , / , \ / ,,� 35'-8" \ \ I 13'-6' 8'-0" ti o- i'y ,JSTUM0 ZERBEY N N N �W ' v 2 0N Architecture + Design N 30 303 30 L 11 W 1 18'-0" 4'-6" 13'-2" 8'-6" 5'-0" OUTSIDE F.O. STEEL BEAM STEEL RING W/ ROCK SPLASH — — — — ' — — — — — — — — — — — — — AND SOLID BOTTOM TO —� — � F- — — 511 —/ — 4 — — — -7 — \ I 9844 REGISTERED / 511 511 ' —PREVENT INFItTRAT NJfIGHT- , i 511 i / i CLERESTORY WINDdWS LINE DRAINAGE. SE�,CIVIL 6 51 ARCHITECT Fv ABOVE; SEE A104 i RANGE EXHAUST - - % VENT @ WALL ----------------------------- 6'HALF WALL EXHAUST VENT i I— — — Qom@ soFFIT _ \ i N STAT OF WASHINGTON - - - - -/ - - — -SHELVES - - - CAB- - - - C B.� _ CAB. OVEN CAB. OPEN - - - - - - - - - - - - - - - - -- o _ 1 / SHELVES 3 PIVOT DOOR 1 II V. ABOVE F.P. ° / INTEGRATED- JIN DROP - - 1 A403 CABINETRY 1 CLG I ° / NO�V-COMBUS IBLE 4 I' I DECK IS HEARTH I II I I I II -LOW CONC. WALL ' 2 I CANTILEVERED ,' 510 'sw BOOKSIi cn I o = OVER 65' SETBACK, / GAS FIREPLACE KITCHE 00 LL w ui� 2 SEE A101 / MANUF: SPARK DW U O PANTRY 0 2' 4' 8' 4S MODEL: FIRE RIBBON DIREICT VENT SINGLE FLU 60 5' 15'-6" x 18'- L) w E 286 SF ---- WINE 12'-6" x 11'-0" m I TYP. EXTERIOR WALL Cad NEOLITH SIDING o CHIMNEY: DURAVENT DIR CTVENT PRO 58DVA 138 SF m I - NEOLITH (LAYOUT PER ELEVATIONS) iv LA ' MAINTAIN CLEAR. TO COMBUSTIBLES PER MANUF. z 1 w l I MOTO RAINSCREEN (ANODIZED BLACK) --_ _1 _ DECK 1 INSTRUCTIONS a 30/ - - - - - o 4 42 WRg - - - - 3/4" PLYWOOD SHE�THING PEiR 1 STRUCT. / 3 FRAMING PER STRUCT. _ / 209 SF 1 i\ CD LIVING ROOM BIB INSUL. TO R-23 CONTOURS OF cal 2 A403 2 A403 A403 --�--J 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER M O Q / 1- 19'-9" x 18'-6" �' - v w // , TAPERED INSUL. 0 365 SF 1 CFI SOFFIT v 1 W I ,' BELOW 1 1 � _ ® --------T--------- - - ---- ----- - INLET I iv / / NOTE: SEE A400 FOR I - - - - - - - FLOOR TILE LAYOUT DS - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - UP o - - - - + it - - - - - - - - - - - - - - - - - - - - - - - - - - - - AI VENT 2Qg 1 510 510 $ 1 1 I E�11 GUARD RAIL WELDED o f 6 REF. I o 1 r - - - - - J- 00 / --TQ STEEL BEAMS ca 2 2 7 A402 POD VD. RM. � 0 - / SEE ALSO A510, A516 509 508 w A403 7 T 0" x 4'_9'"_ 110 w 503 J 516 516 - - 6 35 SF CFM 1 N r 2'-5 1/8 O 0— _ _ W104 W105 \ W1 6 - - ' J - - r --__ I M W207 W208 �— 2'-2" 13'-01/2" 2'-11" 8'-0 1/2" COURTYARD o = ---- 2 2 2 w 13'-3" x 14'-6" _ - 510 510 510 509 1 509 \ g O 195 SFIr L-----——— — — — — —— — — —— — — — —— — --- 516 0 5 503 TM - O RANG ABOVE o 1 soa Mof L w N 1 5 1/2" 14'-1" T-3 1/ " ti Q N IS/�I TYP. EXTERIOR WALL Cad WOOD SIDING @ WOOD T&G SIDING RO � w w Cl) NOTE: WINDOWS „ w Q � W/ DROPPED - RAINgCREEN - P.T. 1x4 @ 16" O.C. o HEADER, TOP OF R.O. WRB-I 0� LL Z > A401 1 DINING TO BE T-3 1/2" 0 IY 0 - 1/2" PLYWOOD SHEATHING PER STRUCT. LOW CONC. WALL m 4 169 SF ABOVE T.O. SUBFLR --- i Q N -FRAM FRAMING PER STRUCT. &FENCE ABOVE--242--- I 2 _ I 3 1� M _ - BIB IN UL. TO R-23 ------------- 2 203 - �I > 14'-8 1/2" > - -5 1/2" 2'-1" - - - - fi - 1/2" GWB W/ 2 COATS VAPOR BARRIER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - 203 O IQ 5 v2" 7 1 ENTRY 1 PRIMER 4 _ I i i OD 10 I T-6" x 24'-0" o DS 1 504 9 w 3' z MATCHING IBLACKEDED - � 01 � N N -10 I 1Q _ ZN U) z 184 SF ry rn m -1 = STEEL PLATES g 0 W ' j w Z 3_ �. M !] > m / > 51 (2'-8" 9'-4 1/2" 2'-8" Q Q 1 _ j O 0 r1 - �� 1 A401 2 �@ � 082 1/2""5z08 7�N N — 9'4-3 1/2?51/2------- - _- _ T-8 1/2" 5 1/2" p 1 w F HALF WALL `0 Q 201 > I�- - HT. = 42" ABV.% FRONT PORCH 3 -- -- O WA KLIN 13' 3" x 13' 6" 503 241- UJI / O FICE 1 m ®------- Q 180 SF TRENCH DRAIN -SEE CIVIL of i / - 9'�" x 11' 6" w 1 1 5 COL(JMN --- co I / 106 SF I j 4 A412 2 504 _11 lun I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LLI / z O = 1 X-C)" 6 T-6" , uYi 9 m -� oo -HAN RAILS Q 3 ° \ °° ° 2 / / ,' m A4o6 Q cal CO HT. 36" p p° 2 i-----! -- -- -- -- - -- -- - - - -- -- -- -- -° - -°- ° - --°-- -- -- -- --- -- --e-- -- - 202 T o -! - - o ENTRY WALK T 20 w C,° -7" 5 1)Z' -t3�°Z J O (FLAT)° 1 1 C 1 O as ° m 3 ° O OVERHANG ABOVE -- FFE 504 5 4 (241'_2") - Ili i -� ---- --'- --- -It- -- -- 1 5041` 504 1` ' /i' / EXISTING i T- 508 (241'-2") M N / ' CUTOFF DRAIN � 3 1/2' T-4 1/4" 2 1/4" 4 co / 510 i R� 507 _ _ _ _ T-61/4' � � 1 BENCH � � -/�� I� - - / - - - - - - - - - - - - - N. - - - - - - - - T- D106 N IALF WALL NOTE: PROVIDE / 2 L _ -0 - _ 1 42" A.F.F. 4 STAIR LIGHTING & POCKET = /CATCH 510 DOORSTOP - SWITCHES TO BASIN _o A405 1 DOORJAMB � /v SEE A507 CODE PER R303.7 MYDRM. =- 1 / / (EXISTING) GUARD RAIL WELDED DROPPED CLG W/ Q - 5 - TO STEEL BEAMS 2 8'- " x 13'-6" 503 CONTOURS - -� \ W108 W209 D103 HT. 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LINEAR SOFFIT VENT I � — ' I 1 1 ' ' 509 2x12 DROP CEILING '' �I 2'-0" ELOW URS OF 3 507 MAX CBEAR HEIGHT ,' / �WSNULOBELOW TAPERED 1 51 507 OF CAVITY= 2'-4" 513 I SIM ' — — — — — — — — — — — — — — — — — — — — — — — — T- — — — — — — — — — — I — — — — — — — — — — I — — — — — — — — — — — — N __ _____________+--------------ir} — — — — — —I — — — — — — 1 I o ROLL SHADES I i i Y' GUTTER & DOWNSPOUT L ,•, ,, I I ��- 7q/ L CHIMNEY — ` ' I I 1 J Q , j M _ ____ I- f' i i �' I o O � ,' I I I I APPROX. LOC. OF PLUMBING VENT; � NOTE: CONSOLIDATE I VENTS (_3L II � I I I I 51 -_ I I N \ - - - - - - - - - - - - - - OPEN TO - - -m GIREAT ROOM Q `� B E L O W w I ---- i 51 I Ic I N II ROLL SHADES 4 v III '+2'-0" PAVERS �O BDELOW ' ` N� OPEN T% OPEN TO BEDROO CLOSET BELOW BLOW APPROX. LOC. OF > 8 PLUMBING VENT - - - 513 ' NOTE: CONSOLIDATE VENTS �' PROOF ACCESS - HATCH +--- -- — — — — — — — — — — — — — — — — — 3 — — — — — — — — — — — — — — — — + ............... �\ rn SIM I I I � — — — — — — — — — — — — — — — — — — — — ——-----�--- -- ---- --- -- --- M., L Li OVERHANG ABOVE i > i o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- --- - -- II ------- -- ----- — — — --1 q — — � ' - - - - -- -- - -- --- - -` - - ---- - I (2) SOFFIT VENTS "..---TYP. @ OVERHANGS 6 513 5'-9 1/4" SEE 6/A513 25'-5" 5'-7" OPEN TO GARAGE B E L O W — — — — — — — — — — — — — — — — — — — — — I I N r - I 1 1 I 505 505 1 I 505 F - ' I W116 � W117 ' 1 --j -- --0 U ! T-10 1 /2" 11'-8" 3 1 /2 6'-2" --- R---------- - - -- -- - --------- C1 OVERHANG ABOVE C1 5 I 505 Clerestory r 1 SCALE: 1/4" = 1'-0" A104 STUM0 ZE o EY Architecture + Design 7REGISTERED ARCHITECT K le J. Zer`be-Y STAT� OF WASHINGTON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Clerestory Plan Al 04 Printed: 6/23/2022 © 2022 studio zerbey, Ilc 0 T T I 35'-6" 11 8'-0" 5'-0" 8'-6" 13'-2" 4'-6" 5'-6" T-10" 4'-8" 2 2 1 1 302 A303 303 302 STUM0 ZERBEY Architecture + Design 0 2' 4' 8' 009 D104 sos 0 2' 4' 8' NEOLITH SIDING - I' LARGE FORMAT — — — — — — — — — — - — — — — — — (2) SOFFIT VENTS 4 TYP. @ OVERHANGS 505 NEOLITH SIDING - PLANKS, LAYOUTAS SHOWN 4 505 a a ---_ --- I --- I EXISTING GRADE I I �Pi TYP. FDN. WALL Cil CONDITIONED SPACE FREE DRAINING FILL DRAINAGE MAT \ WATERPROOFING CONCRETE PER STRUCT. 2" CONT. RIGID INSUL. TO R-10 FRAMING PER STRUCT. WITH BIB INSUL. TO R23 112" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 2 � 303 303 TYP. FLAT ROOF - GREEN ROOF PLANTINGS W/ GRAVEL PERIM. - PVC ROOF MEMBRANE - COVER BOARD - RIGID INSUL. TAPERED AT 1/4" : 12" - SELF -ADHERED TEMPORARY ROOF - 1/2" PLY. SHEATHING PER STRUCT. - FRAMING PER STRUCT. WITH: - 4" SPRAY FOAM INSUL. (VB) TO R-26 @ SHTH; - 8" BIB INSUL. TO R-30 BELOW FOAM - 1/2" PLYWOOD - 3/4" WOOD T&G - TOTAL ROOF = R-56 I I I 3 504 ENTRY TAIR I I PORCH JOISTS BEAR ON FRAMED WALL; TYP. @ CRAWLSPACE EAST AND MECH. RM. NORTH WALLS — I I 9 1/2" TJI `-A CRAWLSPACE COMPACTED (CONDITIONED) -- STRUCTURAL BACKFILL _ R-10 THERMAL - g BREAK - TYP. @ EXT'R CONC. WALLS " _y'iW 4" RIGID INSULATION_ TO R-20 FOOTING DRAINS __,7w PER 6/C3.2 EXPOSED CONC. @ STAIR i Cl) STORAGE\ UNDER c�- STAR i i i i i 1 LARGE FORMAT NEOLITH CONT. TO INTERIOR @ OFFICE 1, EXERCISE RM S. WALL; 302 SEE INTERIORS 12 1 — 509 GLU-LAM BEAM 'Y2 -- (UP -TURNED) --METAL FASCIAS, TYP. Ur Ila I i STEEL GUARDRAIL i� 6 D103 W108 513 1 � � I � � I GLU-LAM BEAM 507 507 510 ` (UP -TURNED) 9 1/2" TJI J STEEL BEAM J I I I 510 TYP. FLOOR @ CANTILEVER509 -LARGEFORMATTILE SIM EXEI� - 3/4" ECOWARM RADIANT PANELS CIS - 3/4" PLY. SUBFLOOR FRAMING PER STRUCT. WITH: °' SPRAY FOAM FILL CAVITY OPEN ® 1/2" PLYWOOD WRB 3/4" WOOD T&G ` - TOTAL FLOOR = R-50 F 508 514 \ I 1 I TYP. SLAB ASSEMBLY 4" CONCRETE W/ POLISHED FINISH VAPOR RETARDER 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL TOTAL SLAB = R-20 o REMOV,�BLE ELEVATED I a I ---FINAL GRADE Section Fac. South @ Entry 2 SCALE:1/4" = V-0" A202 258'---10 3/4" LE HT. NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING T.O. SLAB 19'-9 5/8" Flat Roof 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level North Elevation SCALE:1/4" = V-0" 19'-9 5/8" Flat Roof T.O. PLATE 9'-1" T.O. PLATE 10'-3 3/4" Main Level 0" 230'-8 1 /4" Lower Level 9844 REGISTERED ARCHITECT K le J. Zer`be-Y STAT� OF WASHINGTON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 North Elevations & Sections A202 Printed: 6/23/2022 © 2022 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design 0 2' 4' 8' I I I I I I I I I I 4'-8" T-10" 5'-6" 4'-6" 13'-2" 8'-6" 5'-0" 8'-0" 35'-6" 1 1 2 2 302 303 303 302 NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING T.O. SLAB 19'-9 5/8" Flat Roof DE 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level South Elevation r 1 SCALE:1/4" = 1'-0" A203 ru I I I I I I I I I I I I I I I I I 302 I I I 303 I I I CAPPED ROOF PENETRATION TYP. FLAT ROOF SLEEVE, SEE A105 LARGE FORMAT - NEOLITH CONT. TO GREEN ROOF PLANTINGS W/ GRAVEL PERIM. PVC 509 INTERIOR @ OFFICE 1, COVER OF MEMBRANE RD --------12----- 1 EXERCISE S. WALL; RIGID INSUL. TAPERED AT 1/4" : 12" SEE INTERIOIO RS 12 SELF -ADHERED TEMPORARY ROOF 1/2 - 1/2" PLY. SHEATHING PER STRUCT. --- FRAMING PER STRUCT. -- 4" SPRAY FOAM INSUL (VB) TO R-26 @ SHTH; 4 -- - 6 1/2" 6 3/4" I 8" BIB INSUL. TO R-30 BELOW FOAM 4EafF 509----------- 1/2" PLYWOOD W208 T-2" 1° GLU-LAM NEOLITH SIDING - 3/4" WOOD T&G1 - - - - SEE A508 513 LARGE FORMAT TOTAL ROOF = R-56— 513 ...................... 3 509 I I I � W104 W105 W106 I 2 2 510 509 2 509 F co I - I 1 " I DI ING 508 iv a I C o I I 9 1/2" TJI 9 1/2" TJI STEEL BEAM 4 Sim 5 6 7 c� 510 509 509 509 _ TYP. FLOOR Cad CANTILEVER M STEEL COL. AND BEAM - LARGE FORMAT TILE ° - 3/4" ECOWARM RADIANT PANELS �� EXERCISE W004 W005 - 3/4" PLY. SUBFLOOR OPEN - FRAMING PER STRUCT. _ - SPRAY FOAM FILL CAVITY 7 - 1/2" PLYWOOD ® rn o 9 8 g - WRB - 3/4" WOOD T&G EO 509 _-- - — — — — — — — — — — — — — — REMOVA ELEVATED MLK TYP. SLAB ASSEMBLY - D --' 4" CONCRETE W/ POLISHED FINISH VAPOR RETARDER 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL ------------------- TOTAL SLAB = R-20 I I I I I I I I - VVUUU I &U JIUIINU - - — ' RAINSCREEN: P.T. 1x4 @ 16" O.C. T.O. PLATE WRB 1/2" PLYWOOD SHEATHING PER STRUCT. 4 FRAMING PER STRUCT. 4 BIB INSUL. TO R-23 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER NTRY NEOLITH SIDING - I TOTAL WALL = R-23 --' PLANKS 2 ---------------- --_- --- -_- 504 _ -- ------------- - - --- --- --- - _ -- SIM _ --- ---- --- --_ -, -- --77�— -- — — — — —_--'-----------------1--- D CRAWLSPACE iv T.O. PLATE - - _ - (CONDITIONED) COMPACTED CUTOFF DRAIN aEXISTING GRADE PER CIVIL co STRUCTURAL _ 1/2" GWB BACKFILL FINAL GRADE - TYP. FDN. WALLna CONDITIONED SPACE FREE DRAINING FILL DRAINAGE MAT - WATERPROOFING CONCRETE PER STRUCT. 2" CONT. RIGID INSUL. TO R-10 4" RIGID INSUL. _ 4" FRAMING PER STRUCT. R BIB INSUL. TO R23 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER — — — — — TOTAL WALL = R 33 — — — — — — — — — — — — — — — — — — — r,_ FOOTING DRAINS PER 6/C3.2 19'-9 5/8" Flat Roof -3 3/4" Iin Level 0" (230'-8 1 /4" Lower Level 9844 REGISTERED ARCHITECT K le J. Zer`be-Y STAT� OF WASHINGTON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 South Elevations & Sections A203 0 2' 4' 8' EI Section Fac. North Dining Room 2\ SCALE:1/4" = 1'-0" A203 Printed: 6/23/2022 © 2022 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design 1 513 I TYP. SHED ROOF STANDING SEAM METAL ROOF ICE & WATER SHIELD HT 1/2" PLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. 4" SPRAY FOAM (VB) TO R-26 AT SHTH; 10" BIB INSUL. TO R-40 BELOW 1/2" PLYWOOD 3/4" WOOD T&G TOTAL ROOF = R-66 i Ilk 1 V-7 9/16" TO EDGE OF STL. BM. i 2x10 4 510 TYP. WATERPROOF DECK - LARGE FORMAT TILE PAVERS - BISON PAVERTRAYS -PEDESTALSTANDOFFS -PVC MEMBRANE - COVER BOARD - RIGID INSUL. TAPERED AT 1/8" : 12" - FRAMING PER STRUCT. - 1/2" PLYWOOD - 3/4" WOOD T&G 0 2' 4' 8' 0 2' 4' 8' 009 I I I I I I I I I I 4'-8" T-10" b 5'-6" b 4'-6" b 13'-2" b 8'-6" b 5'-0" b 8'-0" b 35'-6" b I I A302 I I I 303 I I I A303 I � I � 2'-11 " 10'-3" 1 5 1/2" V-6" _ SOLAR READY I RECESSED ZONE, SEE A105 VALLEY DRAIN 12 1 3 12 1 O 1 Y2 513 — I 513 � 14" TJI 2'-0„ i I i 4 ` ' (2) SOFFIT VENTS 51 _ TYP. @ OVERHANGS 6 � 513513 11 7/8" TJLU I _ _ _ _ _ _ _ _ _ _ _ _ _ 18'-9114" T.O. PLATE :Q i to a �O I — INTERNAL DRAIN — \ EI,I�,flMIN RM NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING H T.O. SLAB 19'-9 5/8" Flat Roof w I- - — TYP. EXTERIOR WALL @ NEOLITH SIDING LIVING ROOM co KITCHEN � a - - - ' PANTRY - NEOLITH (LAYOUT PER ELEVATIONS) MOTO RAINSCREEN BLACK) L a - (ANODIZED _ -1 OR -wR6 w O - 3/4" PLYWOOD SHEATHING PER STRUCT. ______------ w w - FRAMING PER STRUCT. WITH: - BIB INSUL. TO R-23 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER _ ---- ---- - a C - _ _ _ __ _- _-_ _ _ __ F_ El° --" 10'-3 3/4" 9 1/2" T11_11111�14" TJI '21 ll1�12LA211311110�EA 1/2" TJI a _ _ Main Level -- - - - "_ 9'_1" CUTOFF DRAIN I T.O. PLATE PER CIVIL RECESSED � -_--- -ROLL SHADE CRAWLSPACE _ TYP. CONCRETE +FRAMED WALLS - FREE DRAINING FILL GUEST SUITE (CONDITIONED) ' -'' EXISTING GRADE - DRAINAGE MAT TYP. FLOOR ASSEMBLY a _ - WATERPROOFING FINAL GRADE � - LARGE FORMAT TILE a �� a -CONCRETE PER STRUCT. COMPACTED - 3/4" ECOWARM RADIANT ° - 2" CONT. RIGID INSUL. TO R-10 STRUCTURAL FILL PANELS BEDROOM 3 - FRAMING PER STRUCT. WITH: - 3/4" PLY. SUBFLOOR -- _ -BIB INSUL. TO R23 _�- - 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER - FRAMING PER STRUCT. WITH: _-- --'' - TOTAL WALL = R-33 - ROCKWOOL INSULATION - 1/2" GYP. - 3/4,' WOOD T&G � -''' R-10 THERMAL _ � 4" RIGID INSUL. R-20 BREAK - TYP. @ \ EXT'R CONC. WALLS ° 0" 230'-8 1/4" _ Lower Level a _FOOTING DRAINS -'' TYP. SLAB ASSEMBLY PER 6/C3.2 -�� 4" CONCRETE W/ POLISHED FINISH LCOMPACTED VAPOR RETARDER 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL -TOTAL FLOOR R=20 STRUCTURAL FILL Section Fac. North @Great Room I I I I I I I I I I 4'-8" T-10" b 5'-6" b 4'-6" b 13'-2" b 8'-6" b 5' 0" 8'-0" b 35'-6" b 1 1 2 2 A302 A303 303 A302 TYP. FLAT ROOF GREEN ROOF PLANTINGS W/ GRAVEL PERIM. PVC ROOF MEMBRANE COVER BOARD SCALE:1/4" = 1'-0" 19'-9 5/8" Flat Roof 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level Section Fac. North @ Bedrooms SCALE:1/4" = V-0" 9844 REGISTERED V-5 ARCHITECT pf� K le J. Zerbe STAT OF WASHINGTON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Sections A301 Printed: 6/23/2022 © 2022 studio zerbey, Ilc I I I I b 2'-0" b 12'-0" b 5'-6" b CHIMNEY (BEHIND); MAINTAIN 1" CLEARANCE 301 I�TO COMBUSTIBLES ON -1 ALL SIDES, PER MANUF. 4 CHIMNEY SOLAR READY ZONE, 511 INSULATION SEE A105 _ SHIELD . . TYP. EXTERIOR WALL @ NEOLITH SIDING TYP. SHED ROOF - STANDING SEAM METAL ROOF - ICE & WATER SHIELD HT - 1/2" PLY. SHEATHING PER STRUCT. - FRAMING PER STRUCT. - 4" SPRAY FOAM (VB) TO R-26 AT SHTH; - 10" BIB INSUL. TO R-40 BELOW - 1/2" PLYWOOD - 3/4" WOOD T&G - TOTAL ROOF = R-66 4203) NEOLITH (LAYOUT PER ELEVATIONS) MOTO RAINSCREEN (ANODIZED BLACK) WRB 3/4" PLYWOOD SHEATHING PER STRUCT. FRAMING PER STRUCT. -CABINETRY W/ CHASE BIB INSUL. TO R-23 FOR CHIMNEY 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER T T T 2 202 I 5 513 STL. BEAM BLOCKED SOLID — i —rSPR AY FOAM INSIDE FACE � I I\ I L I CLR HT. < 2'-6" I I I I I I I I I I I TV GAS FIREPLACE MANUF: SPARK MODEL: FIRE RIBBON DIRECT ' VENT SINGLE VU 60E 5' NON-COMBUSTIBLE FACING ' CHIMNEY: DURAVENT 0 DIRECTVENT PRO i TYP. FDN. WALL 0) CONDITIONED SPACE BELOW GRADE, ADD: FREE DRAINING FILL DRAINAGE MAT WATERPROOFING ABOVE GRADE, ONLY: CONCRETE PER STRUCT. 2" CONT. RIGID INSUL. TO R-10 FRAMING PER STRUCT. WITH BIB INSUL. TO R23 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 0 2' 4' 8' 0 — — — — — — - — — — — — — — — — — —I— — — — —I— — — — — — — — — — 0 2' 4' 8' 301 I I 5 II I I I— — --�' 1 �� C - FRAMING PER STRUCT. - ROCKWOOL INSULATION - 1/2" GYP. 5 - 3/4" WOOD T&G OFFICE 2 50 ---- a EXISTING GRADE '-- - FINAL GRADE TYP. SLAB ASSEMBLY SIM 7/7 19'-9 5/8" Flat Roof 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level 4" CONCRETE W/ POLISHED FINISH VAPOR RETARDER -- - 4" RIGID INSUL. TO R-20 COMPACTED STRUCTURAL FILL MIN 4" COMPACTED FILL Section Fac. East @ Great Room / Bed 1 (--l' SCALE:1/4" = 1'-0" A302 TYP. SHED ROOF STANDING SEAM METAL ROOF ICE & WATER SHIELD HT 1/2" PLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. 4" SPRAY FOAM (VB) TO R-26 AT SHTH; 1 _ oTOTAL ROOF = R- 6 10" BIB INSUL. TO ,/z 513 12 40 BELOW 1/2" GYF. ONLY @ GARAGE ROOF — 19'-9 5/8" Flat Roof I� i 505 w GARAGE @� �o o 0" (230'-8 1 /4" Lower Level Section Fac. East @ Garage 2 SCALE:1/4" = 1'-0" A302 STUM0 ZERBEY Architecture + Design 9844 REGISTERED ARCHITECT pf-� �Kle J. Zer`be-Y STA%OF WASHIMON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Sections A302 Printed: 6/23/2022 © 2022 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design 0 2' 4' 8' 01 18-9 1 /4" T.O. PLATE TYP. FLAT ROOF - GREEN ROOF PLANTINGS W/ GRAVEL PERIM. -PVC ROOF MEMBRANE - COVER BOARD - RIGID INSUL. TAPERED AT 1/4" : 12" - SELF -ADHERED TEMPORARY ROOF - 1/2" PLY. SHEATHING PER STRUCT. - FRAMING PER STRUCT. - 4" SPRAY FOAM INSUL. (VB) TO R-26 @ SHTH; - 8" BIB INSUL. TO R-30 BELOW FOAM - 1/2" PLYWOOD - 3/4" WOOD T&G - TOTAL ROOF = R-56 2 I A203 I 5 I 513 I I OO O TYP. SHED ROOF -STANDING SEAM METAL ROOF ICE & WATER SHIELD HT 12'-0" 2'-0" 1/2" PLY. SHEATHING PER STRUCT. 1 FRAMING PER STRUCT. 4" SPRAY FOAM (VB) TO R-26 AT SHTH 301 10" BIB INSUL. TO R-40 BELOW 1/2" PLYWOOD 3/4" WOOD T&G ROOF TOTAL = R-66 O STAIR TREAD: 16 12" DEEP 51s @ 1" NOSING OVERHANG KITCHEN RISE: 17 @ 7 5/16" HIGH DINING I?ENTRI� © SWITCHES & LIGHTING °D a i TO CODE PER R303.7 � I M 1" POPLAR W/ 0 w i --� 1/8" REVEAL ' A9 1/2" TJI AL 14" TJI —T — — — T L-- I q L_ (o 8' DROP CLG SOLID WALL L__ Cl) I L-- HALL EXERCISE BATH-- _ �P��\� 00 ..........................................................................................+.......................................... rV7 .,::::UH................................:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: `r r v ` 'ya%reRr "� +' a u a r.•zi�^a �a........................................ ... ..,. ...... ....... ...... WIN R. tk 10T T T T-6" b 4'-0" b 9'4" t 4'-6" 4'-6" b I I I 301 I I 7 77 717 F 171771717777 I I I I I I I I I I I I I I I I I I I I :.... ilk ROOF '.' BEDROOM 2 2 1 202 203 301 I 6 513 /1--u— NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING H T.O. SLAB 19'-9 5/8" 2 TFlat Roof 51 i TYP. FLOOR ASSEMBLY LARGE FORMAT TILE - 3/4" ECOWARM RADIANT PANELS 3/4" PLY. SUBFLOOR FRAMING PER STRUCT. ROCKWOOL INSULATION _ 10'-3 3/4" Main Level R-50 1 OPEN 509 fi 0" (230'-8 1 /4") Lower Level Section Fac. West @ Stair SCALE:1/4" = 1'-0" 19'-9 5/8" Flat Roof (2) SOFFIT VENTS I I W103 -- JJ 503 TYP. @ OVERHANGS TYP. EXTERIOR WALL na WOOD SIDING 2 LA NDRY MU IR w WOOD T&G SIDING 506 a RAINSCREEN: P.T. 1x4 @ 16' O.C. Q WO AIDSIDING rN 0 k D101 TYP. DECK WRB co Of Q W101 NEOLITH SIDING - to ow ` 5/4" IPE WOOD DECKING 1/2" PLYWOOD SHEATHING PER STRUCT. — — 2 LARGE FORMAT - O o - PT FRAMING PER STRUCT. TYPE 2 - FRAMING PER STRUCT. _ _ } BIB INSUL. TO R-23 ~ 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER` BIBI I p p 10'-3 3/4:: -- -- -- --- Main Level T.O. PLATE— — —- `� EXISTING GRADE SiM MECH./ST9RAGE soa--- aoa 503_ _ -- FINAL GRADE OPEN a 2'-1 1/4" 4'-2 4'-3 3/4" __-------- MECH. 5 _ _--- EQUIPMENT 503 _ COMPACTED ENCLOSURE I' I -_- _ °' ------ - TYP. FDN. WALL Cd) CONDITIONED SPACE STRUCT RAL FILL - FREE DRAINING FILL - DRAINAGE MAT -- __--- - WATERPROOFING -- ° --- i - CONCRETE PER STRUCT. 0 - 2" CONT. RIGID INSUL. TO R-10 - FRAMING PER STRUCT. WITH: 0" (230'-8 1/4") a a a - BIB INSUL. TO R23 fi Lower Level 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER a a TOTAL WALL = R-33 FOOTING DRAINS PER 6/C3.2 0 2' 4' 8' Section Fac. West @ Mudroom/Courtyard 2 SCALE:1/4" = 1' -0" A303 9844 REGISTERED ARCHITECT K le J. Zer`be-Y STAT� OF WASHINGTON REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 7/9/2021 0 Permit Corrections 12/21/2021 © Permit Corrections 3/16/2022 © Construction Documents 6/23/2022 Sections A303 Printed: 6/23/2022 © 2022 studio zerbey, Ilc H l�l 6" STRUCTURAL SLAB - ON GRADE W/ #4 @ 6"oc EA. WAY CNTR'D. IN SLAB 5/S3.3 COLUMN BASE & FOOTING PER 10/S3.2 3'-0"sq. x15"dp. FTG.- W/ #4 @ 12"oc E.W. TOP & BOT. STEEL BRIDGE FRAMING CONN. PER 2/S3.4 SHEAR TAB PER 1/S5.1, TYP. (5) LOC'S. @ WF TO WF CONN. e � O X 0 can x E r SEND CONN. I PER 7/S3. / 0 1 -P. T2x$ - IY, @ 16 oc, TYP. U.N.O. W8x35 o r LJ , TI L-5 ND CONN. PER 7/S3.4 I o I o P.T. 410 � Cl- cl� INV. HUBS° r - - 8/S3.4 Ir_ r I I I I L J 4x10 -� :_: NV. Hus Z W8x15 Z 104[l 1 /S3.4 (3) EQ. SPACES ' B �) 3 0 sq. x15 dp. FTG. W/ #4 @ 12" of E.W. I - TOP & BOT. I I Q 3 4 S3.2,1 F -I 17- T- - - - -- 0/S3'I I--_T T T T I I _ 1 16 S3.1 , - - - - - - - Li L ---1-------1--------------------L_� - - - - - - - - - - - - - - - I I IL ----- L ---3'-0"x6'-0"x12"4. FTG. JIZE PER ')FTG. W/ #4 @ 12�'oc 6/S3.11 �I---------------L _j E.W. TOP & BOT. CD6/S3.1 i 1 I I TINT. SLAB ON GRADE I I PER PLAN NOTE 4 ----- 1 -+-----------I-- I I I I I I I I I I MIN. FOOTING SITE I 1 I I I I PER 12/S3.1, @ HDU _ 1 Fj � �l I LOC S., TYP. U.N.b. I I �J L----------y- - - - - -- --- • ---- 1 --- - ----L-------I-- ---------- -- ----- -- I J ';�x1 .� - < 12/S3.2 j j C , 1 *r cn I STEEL BRIDGE FRAMING co CONN. PER 2/S3.4 1 I I I P.T. 46 I 1 N� :_3 INT. SLAB ON GRADE I > PER PLAN NOTE 4 I I Of I I 1 IIN P.T. 4x6 �- - - J------------ c 00 C C I I HDU81 r-------------------------------- I I 00 F7 I I I I I I I I I I 1 I I I I I I- I I Imo, P.T. 4x6 2'-6"sq. x15"dp. FTG. 12/S3.21 1 8/S3.2 1 I C W/ #4 @ 12 oc E.WJ I I I I I I TOP & BOT. 1 I I I I I I MIN. FTG. SIRE PER I I I I I I COLUMN BASE & PER 12 S3.1 @ HDU 1 I I I I I / I I I I II FOOTING PER 10/S3.2 LOC'S., TYP. IU.N.O. I I I I I y l l I I j, 12/S3.2 ,1 I L 16/S3.1 , ------ rT ----� L----------------------------- r Z--- J-----J Z_ ; L Ir� � L I - ---- -- - - - - - - -- i 1 I 4/S�.4 I I z I I I I I I I I I HDU111 I r-- I L_� L--7 r-------------- ---------- - - -- - I - I I- HDU5-A1 :-1 �1�I I I L J I J I I I. I I L� I 11 I I I 1'-6"Isq. x8"dp. FTG. 11 I 1 6/ E.W. BOT.S3.1 1 I I W/ (�)#4 I I I I I I PER �/S3.2 I I I I I -I 1' v t- - - - - - - - I T I INT. SLAB ON GRADE > 1 I IIIII1 IIIIlI PER PLAN NOTE 4 6 SLAB ON GRADE W/ #4 @ 16oc EA. I1 W Y CNTR'D. IN SLAB 8/S3.2 I7/S3.2 110/s3.2 --------------------L--------L------ ---- ----- 3I -- --- �IIIII 1 L --------------------------------------�-------------------------- -- --------- I111 ---------------- 7c,=, L rJ 12/S3.2N----------1F------^o o I I < 2/ 3.2 I = I 2/S314 I I I 1 I 1 L----- - -----� U,------- - - - - - - - 1'-6"sq. x10"dp. FTG. EMBED R PER 'W/ (3)#4 EA. WAY 2/S5.1, TYP. (3) BOT., TYP. (3) LOC'S. LOC'S. @ WF TO AT DECK CONCRETE CONN. FAI 3'-0"sq. x15"dp. FTG. IW/ #4 @ 12"oc E.W. TOP & BOT. T 9/S3.2 , I F,; I T 2'�0"sq. x12"dp. FTG. -� _ _ W/ (3)#4 EA. WAY TOP & BOT. = I I I I I r 6/S3.1 t I I L_ I I v I I L _ 2'_QI"sq. x1 'dp. FTG.I IEl W1 l)#4 E WAY I TOP & BOT. I I r- I I 1 4C 1 O/S3.2 I ^ I I 4/S3.2 I I I r_j L-----�-- ---� I 0 Plan Notes 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW EXTERIOR GRADE. 4. NEW INTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE A 10-MIL VAPOR BARRIER OVER 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 5. NEW EXTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL, UNLESS NOTED OTHERWISE. 6. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. Legend STRUCTURAL WALL OR POST ABOVE O STEM WALL & FOOTING HDUx HOLDOWN PER 12/S3.1 ------------ ------ -I - ----- - - - - - - - -- -_ 41VS3.1 1 O/S3.1 STEP IN FOOTING PER 1/S3.1, TYP. T Foundation Plan Scale: 1/4" = 1'-0" 6 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT P CT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Foundation Plan SCALE: 1/4„ _ 1'-0" U.N.O. DATE: November 12, 2021 PROJECT N0: 12687-2021-02 SHEET NO: S2,01 �U FULL -HT. 87 CONCRETE SCUPPER PER WALL - REIN F. W/ #4 BEAM TO BEAM ARCH. DETAIL @ 12 oc E. I. E.F. I I CONN. PER 6/S5.1 4/S4.2 , 8/S3.3 I, I 1 10/S3.1 UPTURNED GL 51/2x30 7/S3.3fj - T------------------ - - - - - - --- ------------- -----------F�- - I.fl- -------------------------- ----------- --------------------------- -- �INV.' ' B� INV.' ' INV.: - - - 12/S3.3 , J_ - - - - G� J SI - - - - - - ---- --- -- - - - - - }� 8/S5.2 HDU4 o J I j 13/S4.2Ln 1 /S3.2 q ml m "' m m I v � 1 O/S3.3 I I I III I 2x10 @ 12"oc 0 /.11-T ��-OR L-VL 13/4x-91/2 @ 1-6"oc- -----I----@ 16" oc --------- --_LSL- 3�2- X-9-1/-2-------------_---_-_---_-- I -- LT -I- I - - - --rt --� 10 S5.2 H�UQ 9/S4.21 - - - - - / I A I BEAM TO BEAM I �� I _ _ _ _ PER 2/S5.2 �� ti �` I ------- BEAM TO BEAM - CONN. PER 7/S5.1 AlWeT 11 /S5.2 ��`� h\� W16x57 N W4 `I - - W4co ---- I I � v K' Q STEEL BEAM TO WOOD I I II I COL. CONN. PER 6/S5.2 m 7"� HOLE CNTR'D. I - 12 S3.3 IN BEAM DEPTH I / II STEEL BEAM TO UPTURNED & BEAM SPAN 1 I v II I 3 GL PER 1 /S5.2 9� 2$' TJI 210 91/2" TJI 210I-A 04Q @ 16"oc ^ @ 16"oc I Lint, CQ W/ SDS1/4x3l/2" II I 3 I I REWSI»X 3/S4.2 I I ------- ------ 1 -6 sq. A0 dp. FTG. W/ (2)#4 E.W. BOT. --------P.T. 4�C12 - � 11 /S3.5 II I U. HU W/ 1/4"0 TITEN I SCREWS (11/2" min. I I L J r 1 conc. embed) 12/S4.2 I � � 8/S3.5 L `- I 2'-0"sq. A 2"dp. 6/S4.2 11 /S3.3 j l l 5/S3.2 I I FTG. W/ (3)#4 I - ----� �� E.W. TOP & BOT. �L BEAM TO UPTURNED v I I Qi GL PER 1/S5.2 1 r-�--a-------° - a--�---J 1 4" EXT. SLAB ON ------°---- B AM TO BEAM - STEEL BEAM TO WOOD �I ° ` - GRADE PER PLAN -- a JNOTE5 BEAM TO BEAM P R 2/S5.2 COL CONN. PER 6/S5.2 �� Lfi \+6�6/7t I - - - - - - t - - - - - �I CONN. PER 7LS5.1 OPP. _ 11 /S5.2 )II" _ W1fix5� - - W3 f - - �2T- I 12/S3.3 -- - - - - - Plan Notes Main Floor Framing Plan Scale: 1/4" = 1'-0" 11 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW EXTERIOR GRADE. 4. NEW INTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE A 10- MIL VAPOR BARRIER OVER 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 5. NEW EXTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 6. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. 7. TYPICAL NEW FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER 3/4" T&G APA RATED PLYWOOD OVER JOISTS PER PLAN, FACE GRAIN PERPENDICULAR TO JOISTS, U.O.N. 8. NAIL NEW FLOOR SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" OC IN FIELD. 9. PROVIDE BLOCKING/BRIDGING AT 8'-0" O.C. IN NEW FLOOR FRAMING 10. "W-" INDICATES NEW PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 11. ALL NEW WOOD HEADERS SHALL BE (2) 2X8, U.O.N 12. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 13. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AND STRUCTURAL STEEL CONNECTIONS TO BE FINISHED PER AESS GRADE 2. Legend 0 ® STRUCTURAL WALL OR POST BELOW --------- STRUCTURAL WALL OR POST ABOVE NON-STRUCTURAL WALL BELOW 0 STEM WALL & FOOTING Wx SHEARWALL PER 12/S4.1 SPAN DIRECTION < EXTENT OF JOISTS HEADER/BEAM PER PLAN [ HANGER INVERTED HANGER Bx BEAM PER SCHEDULE, THIS SHEET CSxx HOLDOWN STRAP PER 9/S4.1 �6 Asl 1 6� 6+ \6e+ ---- B2 Fl -----------------fl HDUx HOLDOWN PER 12/S3.1 POST TO BEAM e6 �' I I of I » j l o P.T. 2x8 @ 16 oc BLOCKED FLOOR DIAPHRAGM• CONN. PER 8/S5.1 TYP. (6) LOC'S. L AX. HOLE PER . LOCATE IN OF BEAMM LQ X cD V 10/S5.2 BEAM TO BEAM CONN. PER 10 - - - 6/S5.1 OPP. v HDU4 _- of w �I o Cif CoCo 2x1 @ -- - CD N m --- m ---- 3:: m 16 c LSl} 31/2x91/2 HDU4 ' = = TOP FLUSH B2Ico /S5.2 5� > �H DU 5 __ I v f }---------------------- -- NV. ---' 1--------- -INV_� ' 62 RIM INV.� i> 77- 14/S4.2 UPTURNED GL 51/2A8 W6 - ALL EXTERIOR SCUPPER PER WALLS, TYP. U.N.O. ARCH. DETAIL -- ---- -- T ------ � 0- o� �C/1) o� Ln = Ln B2 l T B2 2/S4. } TYP. N m �I 9/S4.2 < 1 /S .2 X � m _ 2/S4.2 VV10x26 DROPPED 7/S5.2 w 0' w Cl- Cn cn Beam Schedule MARK BEAM HANGER BRG. STUDS B1 LSL 13/4x14 HU14 2 B2 LSL 31/2x14 HHUS410 3 B3 (3)LVL 13/4x14 HGUS5.50/14 4 B4 (4)LVL 13/4x14 HGUS7.25/14 5 1 S3.2 2A FLAT BLKG. AT ALL PLYWOOD PANEL EDGES. NAIL ALL PLYWOOD �- - - - - - - - PANEL EDGES-W/- 8d-@ 4`6c_c T @ 12"oc FIELD N 12/S3.5 , 3 N ---------------------------------------- - ----, -------------- - - - - - - -- - - - -�------------------------=----------------------- -1 HDU2 3/S3.2 A il 11 /S3.2 HDU2 N 0 /S3.2 INT. SLAB ON GRADE PER PLAN NOTE 4 STEP IN FOOTING PER 1/S3.1, TYP. r-� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L E --, IF - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10/S3.1 I I I I I I I I I I I I I I T 4 I I I I I I I I I I fi 4�1 I I I I I I I I I I I I I I I I I I I I I I I I � 8 IL----- i I L- - - - - - - - - - - - 10 Nz�/STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p� z53•z84.947o ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Main Floor Framing Plan SCALE: 1/4» _ 1'-0" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: 1 I I S2,02 \'F��0�� QHUCQ 9B0 4ti I MITER CUT BEAMS OVER — POST. PROVIDE LCE4 CAP �4c A34-TOP-OF-IDRTTO — POST ABOVE 0 ------ eG-�---- I.F. (3)LVL 13/071/4 --- Asl -- i I� I I MITER CUT BE MS OVER - POST. PROVIDE LCE4 CAP & A34 TOP OFF HDR. TO Q POST ABOVE CONT. CS16, BEAM TO BEAM Air3s.— CON T. CS16, °° SHEARWALL TO FULL -DEPTH TJI IBLKG. m m m o Z I � 117/8" TJI 56( i@ 24"oc c Asl 11/S4.4 ASsCIE-I F,_Q�7 RIP TO - 132 z' — Asl j ; 12/S4.4 c o v � CCCC x N _< , Q 7/S4.4 0— < DCD v M ---- -- �1 A'r! co W3 �'�, �� B2 HUC� - - - - 11 /S4.4 = oZD j RIP FASCIA TO ------------- -------------- — — 107/8» PER ARCH. CONT. CS16, 1'-6" = RIM TO BEAM u Plan Notes 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. — —I 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. 4. "C' INDICATES NEW PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 5. ALL NEW WOOD HEADERS SHALL BE (2) 2X8, U.O.N 6. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 7. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 8. PROVIDE AC, ACE, PC, EPIC, LPC, OR LCE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN CONNECTIONS U.O.N. 9. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL — —I — — — DRAWINGS OVER 1 /2" CDX OR 7/16" O.S.B. APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 10. NAIL NEW ROOF SHEATHING WITH 8D AT 6" O.C. AT ALL FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. 11. PROVIDE H8 AT ENDS OF ALL NEW ROOF FRAMING, U.O.N. w 0- N (/� ceo m ¢ram o A AN Aro,.j 12/S4.4 62 FASCIA - RIP TO AA Ll HUC�07/8" PER ARCH. 3/S4.4 ��i^----=IN .I v 14 S4.4 I (2)2x8 HEADER, Asl CONT CS16, TYP. U.N.O. m BEAM TO RIM j o 1-6 i 1-6+� ^ LSL �2x�4 I.F. ) , W2 `� __ _..—..—._- -- —.. —..—W4..—..—..—.._- B3 n Q+ 6 a6 m CONT. �S16, 11 /8 TJI 360 ; I _ BEAM TO BEAM @ 24"oc ; I OVER PLYWOOD — — 7/S4.4 �� J�+6 I i �v I I I 0 �� o 11 7/8 TJI 360 9�0I M 9BO��j I� @ 24"oc c� CONT. CS16, ---- ----I ---- i BEAM TO RIM I I I I I IN — — — — — — — — — — — _TM] — — — — — — - �G°�� P�° B3 I I . . CONT. CS16, BEAM TO RIM B2 - — 1'-6" Legend 0 ® STRUCTURAL WALL OR POST BELOW _____________ STRUCTURAL WALL OR POST ABOVE NON-STRUCTURAL WALL BELOW Wx SHEARWALL PER 12/S4.1 SPAN DIRECTION JHUC �� EXTENT OF JOISTS L POST TO BEAM HEADER/BEAM PER PLAN CONN. PER 4/S5.1 HANGER INVERTED HANGER A Bx BEAM PER SCHEDULE, THIS SHEET BLOCKED ROOF DIAPHRAGM: 2x4 FLAT BLKG. AT ALL PLYWOOD 1� PANEL EDGES. NAIL ALL PLYWOOD 5 PANEL EDGES W/ 8d @ 4"oc & o @ 12"oc FIELD p° 1 12/S4.4 'v GO JF, �+co QUO 1„� /n B2 AROU OPN'G. TYP. U.N.O. - M Q. EQ. EQ. EQ. — — — — — — — �— — — — — — - CD P� N 11-6 W6 - ALLEXTERIORBj FASCIA - RIP WALLS, TYP. U.N.O. T 107/8" PER AR . B2 3 — — — — — - � — — I — — — � 3 � W3 �..—.. W3 HUC �INV. �JINV. +6 7/S4.4 FASCTA-=-f TO -------- -- - 107/8" PER ARCH. 48)S4.4 = ® CONT. CS16, BEAM TO I BEAM OVER PLYWOOD I I I I I I I - ----- - - - - -I -------- - - - - -- ---- Lower Roof Framing Plan Scale: 1/4" = 1'-0" Beam Schedule MARK BEAM HANGER BRIG. STUDS B1 LSL 13/4x117/8 HU11 2 B2 LSL 31/2x117/8 HHUS410 2 B3 (3)LVL 13/4x11 7/8 HGUS5.50/12 3 B4 (4)LVL 13/4x11 7/8 HGUS7.25/12 4 B5 (2)LVL 13/4x91/4 HU410 2 I Q W4 6 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 CD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 ISSUE: PERMIT SHEET TITLE: Lower Roof Framing Plan SCALE: 1/4„ _ 1'-0" U.N.O. DATE: November 12, 2021 PROJECT N0: 12687-2021-02 SHEET NO: P PER ARCH. TO ALLOWABLE A CIFICATION B2 FASCIA - R P TO 9/S4.3 6/S .3 , U U B2 FASCIA -RIP TO " __ 13 _PER ARdH____ __PER ARCH,- w , - C3 12/S4.3 CONT. CS16, RIM TO BEAM OVER PLYWOOD 0 � U i Q C� w C CL C'V 3 m C:i w C� w RAFTER INV. RAFTER ] �_� --- 3 +6 -- HDU26- EAM BEAM II +6--- - - - -- - - -------- C-41TO N�+� I I I EE 63 �I I I ml I Cn I m I I 14" TJI 230 I 2�" cc, TYP. U.N.O. I ---- 3/S4.3 -WS4.3 ---4 1VS4.3 ILB4 z C RAFTEROf C 6+6 ------- EJINV. �HUC - - - I I �- --- ----�-------I---__4) I I �Q w I I T -I------I---__4) 5/S4.3 V W3 x4'-0" MIN. 1 ---- -I- - -- C4) �HUC - ---- -- ASCA- P I I � � ACARIF - 13" PER AR H >( 6/S4 3 = = 13" PER ARCH -C - RAFTER INV.I� C R3 m Q�� M m lCj ---- INV.IE, Plan Notes 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. "W_" INDICATES NEW PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 4. ALL NEW WOOD HEADERS SHALL BE (2) 2X8, U.O.N 5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 6. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 7. PROVIDE AC, ACE, PC, EPC, LPC, OR LICE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN CONNECTIONS U.O.N. 8. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" O.S.B. APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 9. NAIL NEW ROOF SHEATHING WITH 8D AT 6" O.C. AT ALL FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. 10. PROVIDE H8 AT ENDS OF ALL NEW ROOF FRAMING, U.O.N. Upper Roof Framing Plan Scale: 1/4" = 1'-0" 7P Q Cj W6 -ALL EXTERIOR Q , / II.. Legend Beam Schedule WALLS, TYP. U.N.O. 1 S4.3 g 2" 0 H&E PER ARCH. TO 0 ® STRUCTURAL WALL OR POST BELOW MARK BEAM HANGER BRIG. STUDS MEET TJI ALLOWABLE 3 HOLE PECIFICATI N C NON-STRUCTURAL WALL BELOW B1 LSL 13/4x14 HU14 2 IB2 LSL 31/2x14 HHUS410 3 Wx SHEARWALL PER 12/S4.1 B3 (3)LVL 13/4x14 HGUS5.50/14 4 B4 (4)LVL 13/4x14 HGUS7.25/14 5 SPAN DIRECTION �e> EXTENT OF JOISTS HEADER/BEAM PER PLAN I I I I I I I I C HANGER INVERTED HANGER Bx BEAM PER SCHEDULE, THIS SHEET Al 3 I I I FIB3- RIPTO 12/S4.3 ,ER_ABCN.--�--- --- -- -- -- = C B3 t= El----L _ W12x96 ___ -- _ WF TO BEAM �� COL. TO BEAMI INV. HDU4 n CONN. PER 5/S51 Q� \ CONN. PER 6/ 5.2 PER 5/S4.1 Y CONT. CS16, BEAM CONT. CS16, BEAM - - - VS TO HEADER TO HEADER s �6 7/S4.3---- -- -- ------------ - ---------�-- L,7 :1 l 0 6 CONT. CS16, SHEARWALL I . TO FULL -DEPTH TJI I - - W4. - - GL 51/8x18 HDR. r _7_ 13LKG.-O-VER-PLYW00T -1--- - --- - - - - I - ----- - - - - -- - - - - -- -- �'Cl- "' I I o m m, m (2)2x8 HEADER, 1 �i ¢ 14" TJI 2310 @ TYP. U.N.O. 24"oc, TYP. IU.N.O. 3/S4.31 _ 3/S4.3 ; 10/S4.3 I � 1 I I I I 1 v 0 3 � I B3 - - - - - s CONT. CS16, RIM TO BEAM OVER PLYWOOD ^�I CV CV 8/S4.3 l °° CD z CD I I o IC _ I I I I I T - - - -I - - - - 9�4.3 �3» DER-AREH. T - - - - - - - - - - - - - I I I I I I I I I I I I I 10, I I I I I I - -I- - - - - - - - - - 1 - - - - - - - - - - - - - I I I I � STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACID's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: High Roof Framing Plan SCALE: 1/4" = 1'-o" U.N.O. DATE: November 121 2021 PROJECT NO: 12687-2021-02 SHEET NO: S2,04 �HUC - ---- -- ASCA- P I I � � ACARIF - 13" PER AR H >( 6/S4 3 = = 13" PER ARCH -C - RAFTER INV.I� C R3 m Q�� M m lCj ---- INV.IE, Plan Notes 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. "W_" INDICATES NEW PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 4. ALL NEW WOOD HEADERS SHALL BE (2) 2X8, U.O.N 5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 6. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 7. PROVIDE AC, ACE, PC, EPC, LPC, OR LICE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN CONNECTIONS U.O.N. 8. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" O.S.B. APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 9. NAIL NEW ROOF SHEATHING WITH 8D AT 6" O.C. AT ALL FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. 10. PROVIDE H8 AT ENDS OF ALL NEW ROOF FRAMING, U.O.N. Upper Roof Framing Plan Scale: 1/4" = 1'-0" 7P Q Cj W6 -ALL EXTERIOR Q , / II.. Legend Beam Schedule WALLS, TYP. U.N.O. 1 S4.3 g 2" 0 H&E PER ARCH. TO 0 ® STRUCTURAL WALL OR POST BELOW MARK BEAM HANGER BRIG. STUDS MEET TJI ALLOWABLE 3 HOLE PECIFICATI N C NON-STRUCTURAL WALL BELOW B1 LSL 13/4x14 HU14 2 IB2 LSL 31/2x14 HHUS410 3 Wx SHEARWALL PER 12/S4.1 B3 (3)LVL 13/4x14 HGUS5.50/14 4 B4 (4)LVL 13/4x14 HGUS7.25/14 5 SPAN DIRECTION �e> EXTENT OF JOISTS HEADER/BEAM PER PLAN I I I I I I I I C HANGER INVERTED HANGER Bx BEAM PER SCHEDULE, THIS SHEET Al 3 I I I FIB3- RIPTO 12/S4.3 ,ER_ABCN.--�--- --- -- -- -- = C B3 t= El----L _ W12x96 ___ -- _ WF TO BEAM �� COL. TO BEAMI INV. HDU4 n CONN. PER 5/S51 Q� \ CONN. PER 6/ 5.2 PER 5/S4.1 Y CONT. CS16, BEAM CONT. CS16, BEAM - - - VS TO HEADER TO HEADER s �6 7/S4.3---- -- -- ------------ - ---------�-- L,7 :1 l 0 6 CONT. CS16, SHEARWALL I . TO FULL -DEPTH TJI I - - W4. - - GL 51/8x18 HDR. r _7_ 13LKG.-O-VER-PLYW00T -1--- - --- - - - - I - ----- - - - - -- - - - - -- -- �'Cl- "' I I o m m, m (2)2x8 HEADER, 1 �i ¢ 14" TJI 2310 @ TYP. U.N.O. 24"oc, TYP. IU.N.O. 3/S4.31 _ 3/S4.3 ; 10/S4.3 I � 1 I I I I 1 v 0 3 � I B3 - - - - - s CONT. CS16, RIM TO BEAM OVER PLYWOOD ^�I CV CV 8/S4.3 l °° CD z CD I I o IC _ I I I I I T - - - -I - - - - 9�4.3 �3» DER-AREH. T - - - - - - - - - - - - - I I I I I I I I I I I I I 10, I I I I I I - -I- - - - - - - - - - 1 - - - - - - - - - - - - - I I I I � STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACID's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: High Roof Framing Plan SCALE: 1/4" = 1'-o" U.N.O. DATE: November 121 2021 PROJECT NO: 12687-2021-02 SHEET NO: S2,04 Plan Notes 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 3. "W_" INDICATES NEW PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 4. ALL NEW WOOD HEADERS SHALL BE (2) 2X8, U.O.N 5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 6. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 7. PROVIDE AC, ACE, PC, EPC, LPC, OR LICE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN CONNECTIONS U.O.N. 8. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" O.S.B. APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 9. NAIL NEW ROOF SHEATHING WITH 8D AT 6" O.C. AT ALL FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. 10. PROVIDE H8 AT ENDS OF ALL NEW ROOF FRAMING, U.O.N. Upper Roof Framing Plan Scale: 1/4" = 1'-0" 7P Q Cj W6 -ALL EXTERIOR Q , / II.. Legend Beam Schedule WALLS, TYP. U.N.O. 1 S4.3 g 2" 0 H&E PER ARCH. TO 0 ® STRUCTURAL WALL OR POST BELOW MARK BEAM HANGER BRIG. STUDS MEET TJI ALLOWABLE 3 HOLE PECIFICATI N C NON-STRUCTURAL WALL BELOW B1 LSL 13/4x14 HU14 2 IB2 LSL 31/2x14 HHUS410 3 Wx SHEARWALL PER 12/S4.1 B3 (3)LVL 13/4x14 HGUS5.50/14 4 B4 (4)LVL 13/4x14 HGUS7.25/14 5 SPAN DIRECTION �e> EXTENT OF JOISTS HEADER/BEAM PER PLAN I I I I I I I I C HANGER INVERTED HANGER Bx BEAM PER SCHEDULE, THIS SHEET Al 3 I I I FIB3- RIPTO 12/S4.3 ,ER_ABCN.--�--- --- -- -- -- = C B3 t= El----L _ W12x96 ___ -- _ WF TO BEAM �� COL. TO BEAMI INV. HDU4 n CONN. PER 5/S51 Q� \ CONN. PER 6/ 5.2 PER 5/S4.1 Y CONT. CS16, BEAM CONT. CS16, BEAM - - - VS TO HEADER TO HEADER s �6 7/S4.3---- -- -- ------------ - ---------�-- L,7 :1 l 0 6 CONT. CS16, SHEARWALL I . TO FULL -DEPTH TJI I - - W4. - - GL 51/8x18 HDR. r _7_ 13LKG.-O-VER-PLYW00T -1--- - --- - - - - I - ----- - - - - -- - - - - -- -- �'Cl- "' I I o m m, m (2)2x8 HEADER, 1 �i ¢ 14" TJI 2310 @ TYP. U.N.O. 24"oc, TYP. IU.N.O. 3/S4.31 _ 3/S4.3 ; 10/S4.3 I � 1 I I I I 1 v 0 3 � I B3 - - - - - s CONT. CS16, RIM TO BEAM OVER PLYWOOD ^�I CV CV 8/S4.3 l °° CD z CD I I o IC _ I I I I I T - - - -I - - - - 9�4.3 �3» DER-AREH. T - - - - - - - - - - - - - I I I I I I I I I I I I I 10, I I I I I I - -I- - - - - - - - - - 1 - - - - - - - - - - - - - I I I I � STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACID's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: High Roof Framing Plan SCALE: 1/4" = 1'-o" U.N.O. DATE: November 121 2021 PROJECT NO: 12687-2021-02 SHEET NO: S2,04 PANEL EDGE NAILING OVER PROVIDE SOLID WOOD HOLDOWN STUDS/POST BLKG. AT HDU LOC'S. SHEARWALL PER PLAN -1 HOEDOWN PER PLAN (2)16d TOENAILS EA. FULL DEPTH 13/4" JOIST OR BLOCK NAILING PER SHEARWALL (where occurs) SCHEDULE 2x BLOCKING LSL RIM r-I 31�1(4)16d INTO EA. BLOCK nFAN0(4)16d INTO EA. BLOCK 3 I �8 • A35 PER SHEARWALL 41" j #4 x @ 18"oc /\//\//\//\// - 'E SCHEDULE 2 JOISTS & SHEATHING FICV o a ti min. ' FACE OF WALL BEYOND (2)#4 CONT. (1 ea. side of a.b �\�j\�j\�j\\%/\ HDU PER PLAN (where occurs) PER PLAN 4 CONT. AT OPENINGS I SEE PLAN FOR SLAB 3 W/ A.B. PER SHEARWALL SCHED. # I FULL DEPTH 1 /4 j\/ / THICKNESS AND LSL RIM j P.T. 2x8 W/ 5/8 P.T. 2x PLATE W/ A.B. •�• REINFORCING (typ.) TITEN HD PER SHEARWALL �/\ r� „ /\\// JOISTS & SHTHG. SCHEDULE (embed 4" min.) \// PER SHEARWALL SCHEDULE i A35 PER SHEARWALL ;;//\ 5 8"4 @ 48"oc elsewhere '\\\ PER PLAN j (l ) \\j�\j�\j�\/�\j�\j�\j�\j�\/l\//� SCHEDULE / // /�/i✓i�/i.✓%/�./�./�.I \ \ \ \ \ \ \ \ FULL DEPTH TJI (1 ea. side of a.b.) SLAB ON GRADE FULL DEPTH TJI \ . (2)#4 CONT. TOP BLKG. @ 48"oc\//\ PER PLAN \\//�, (1 ea. side of a.b.) \\�\\ \\ / \/. - BLKG. @ 48 oc \/\ , / / \/\/\/\/\/\/\i P.T. 2x PLATE W/ A.B. ;� 2" THERMAL BREAK PER//� - /\\//\ \\//\\�/\�/\�/\�/\�/\ PER SHEARWALL SCHEDULE ��//\\� O° i 5 SHEARWALL TO MATCH ABOVE ARCH., INSULATION W/ (2)16d TOENAILS EA. ( /8 @ 48 oc elsewhere) \\// ROATINIGM/\�/ '/ </\�/\X/\� JOIST OR BLOCK REINFORCE PER RETAINING p / \\\/\ / �\ \ WALL SCHED. / / / / 2 4 CONT. / 4 @ 12 oc VERT.\�\\\ \/\/ / # ., .,., .,\\i. /� INTERIOR WALL \\ \//\/\//\//\//\//\// j/\/�,/ //\/V/W do H OR I Z. WHERE \\/\\/\\/\\/\\/\\/\\/\\/ /\/\�j / �j\j\/ r\\j` \\/\\ PER ARCH. \\j\ �//\//\//\// / / / / / \//\//\//\//\//\//\// //\/ //\//. TURNED DOWN SLAB EDGE \//� 5» 8» 5" j� /�/j IS GREATER THAN 18"dp //, FOR CALLOUTS i\\j\`' \j` FOR CALLOUTS j\\j/j IN COMMON%\\%\\%\\%�\\�%�\�%i\�%\\%\\%/�\%/�\%/ %i�%i� /�\%/ IN COMMON REFER 2/S3.2 RETAINING WALL 6° 211 REFER 11/S3.2 FTG. PER 6/ min. S3.1 per arch. 2 3 Typical Turned -Down Slab Edge ge PLINTH PER 10/S5.1 W/� (4)#4 x L VERT. & #3 x @ Coc W/ (3)#3 x 0 IN TOP 5" OF PLINTH FOOTING SIZE & REINF. PER PLAN t5_t5 WIDE FLANGE COL. PER PLAN BASEPLATE CONN. PER 10/S5.1 FOOTING SIZE & REINF. PER PLAN � POST, PLINTH, & FTG. WIDE FLANGE COL. PER PLAN BASEPLATE CONN. PER 10/S5.1 I � POST, PLINTH, & FTG. POST PER PLAP SLAB ON GRAD PER PLAN BASE W/ B. 1 VV 111VV 1J1LL &REINF. PER PLAN 5 Post Footing w/ Slab on Grade - ABU 6 ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES Deck or CanopyPost Footing - Square Plinth 9 g q � POST, PLINTH, & FTG. CONCRETE SLAB PER PLAN LEVELING NUTS INSE IN SLAB ALL FASTENERS INTO PRESSURE FOR CALLOUTS TREATED WOOD SHALL BE GALV. IN COMMON OR STAINLESS STEEL PER REFER 9/S3.2 GENERAL NOTES Deck or CanopyPost Footing - Square Plinth 10 g q SLAI PER • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS PANEL EDGE NAILING OVER HOLDOWN STUDS/POST HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE (2)#4 CONT. TOP (1 ea. side of a.b.) L#44" VERT. @ 18"oc 52" per arch. u.n.o. Interior Wall w/ Thickened Slab 7 • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8"0 @ 48"oc elsewhere) SLAB ON GRADE PER PLAN REINFORCE PER 10/S3.1 PANEL EDGE NAILING OVER HOLDOWN STUDS/POST SHEARWALL PER PLAN HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE NAILING PER SHEARWALL SCHEDULE SLAB ON GRADE PER PLAN • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS PANEL EDGE NAILING OVER HOLDOWN STUDS/POST HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE (2)#4 CONT. TOP (1 ea. side of a.b.) /1 M SHEATHING CAN BE PLACED ON EITHER FACE OF WALL P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8" 0 @ 48"oc elsewhere) EMBED HEADED BOLT OR ALL — THREAD W/ WASHER & NUT 9" @ HDU HOLDOWNS IN LIEU OF A.B. PER HOLDOWN SCHEDULE (5/8" 0 @ HDU2, HDU4 & HDU5, 7/8"0 @ HDU8, 1" @ HDU11) (2)#4 CONT. TOP & BOT. Interior Wall w/ Thickened Slab 8 • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE CD 0 (5/8" 0 @ 48"oc elsewhere) 0 0� z ME SLAB ON GRADE CD PER PLAN Q m r ft #4 @ 18"oc VERT. CTRD. (alt. bends) #4 @ 12"oc HORIZ. CTRD. (2)#4 CONT. BOT. Exterior Wall w/ Slab on Grade 12] Nlx�/STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 Permit Corrections 2 (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Foundation Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S3,02 #3 x © AND L TIES ® #3 TIES @ 8"oc WHEN DEPTH NOTES: NOTES: @ 6"oc (when pier width OF HDR. IS LESS THAN 24": 1. ACTIVE PRESSURE ABOVE/\\/\\/\\/ \\/\\/\\/\\/� 1. ACTIVE PRESSURE ABOVE °° exceeds 24 use normal REINF. PER GEN. NOTES W/ o EXCAVATION ACTS OVER i� ,.... _ EXCAVATION ACTS OVER horizontal reinforcement) Pier Section STD. HOOK TOP & BOT. (1) PILE SPACING, ACTIVE o 00 (1) PILE SPACING, ACTIVE OTHERWISE PRESSURE BELOW EXCAVATION PRESSURE BELOW EXCAVATION ACTS OVER (1) PILE DIAMETER. ACTS OVER (1) PILE DIAMETER. 2. PASSIVE PRESSURE BELOW 2. PASSIVE PRESSURE BELOW (2) # 5 5 AT TOP OF Notes: EXCAVATION ACTS OVER EXCAVATION ACTS OVER CONCRETE WALL WALL HEADER (2) PILE DIAMETERS. (2) PILE DIAMETERS. 1. REINFORCING SHOWN IS MINIMUM. SEE 3. PASSIVE PRESSURES ARE 3. PASSIVE PRESSURES ARE (2)#5 x 4'-0" DIAGONAL PLANS AND WALL ELEVATIONS FOR ANY ADDITIONAL REQUIRED REINFORCING. ULTIMATE, A FACTOR OF ULTIMATE, A FACTOR OF AT EACH CORNER SAFETY OF 1.5 IS USED. SAFETY OF 1.5 IS USED. ; ; PROVIDE STD HOOKS AT 2. PROVIDE FOR ANY OPENING SIX SQUARE 4. ACTIVE PRESSURE ASSUMES 4. ACTIVE PRESSURE ASSUMES ENDS OF ALL HORIZ. REINF. FEET OR LARGER UNLESS OTHERWISE NOTED LEVEL BACKFILL. / LEVEL BACKFILL. _pier width AT WALL ENDS ON PLANS, ELEVATIONS, OR DETAILS. (2)#5 AROUND OPENINGS. 3. FOR WALLS THICKER THAN 8" USE #6 BARS (2)#5 AT CENTERLINE / EXTEND BARS 2'-0" BEYOND IN LIEU OF #5 BARS SHOWN. OF PIER. (omit at OPENING 4. AT PIERS < 12" WIDE, PROVIDE #3 TIES 30(H+D) 600(D) 30(H+D) 600(D) piers 12" wide or less) @ 3" oc AND EXTEND 1'-0" ABOVE AND BELOW LARGEST OPENING psf psf psf psf Active Pressure Passive Pressure Active Pressure Passive Pressure A A 2 Piles within 79' of Slope Setback Loading Diagram Piles Beyond 79' of Slope Setback Loading Diagram Typical Opening Reinforcing at Concrete Walls it PANEL EDGE NAILING OVER — FIREPLACE PER ARCH. ALL HOLDOWN STUDS/POST 8d PER EDGE NAILING OF _17 NON—STRUCTURAL —�X SHEARWALL ABOVE (6"oc WALL PER ARCH. �— elsewhere) I 13/4" LSL RIM SHEARWALL PER PLAN A35 CLIP PER TOP PLATE �— — — — — — — — — — CONN. OF SHEARWALL ABOVE 24" #4 x N @ 18"oc CONCRETE WALL, I —J REINF. PER GENERAL 2x WALL PER ARCH. NON—STRUCTURAL I NAILING PER SHEARWALL JOISTS & SHEATHING #3 x48" @ 12"oc @STRUCTURAL SLAB PER STRUCTURAL NOTES, WALL PER ARCH. I SCHEDULE, TYP. I PER PLAN TOP OF SLAB A % PLAN, SLOPE PER ARCH. U.N.O. U I ^ o I RIM PER PLAN DOWELS TO MATCH VERT. SLAB ON GRADE a `o WALL REINF. (alt. hooks) PER PLAN I I UPTURNED GL PER PLAN • • a ° a ° a I SDS / 4x6 SCREWS @ 8 oc max. %y//\j////\� j \ \\..�/.�/.�/.�� I k— STAGGERED TJI BLKG. @ 24"oc \ \ \ \ \ STRUCTURAL SLAB PER PLAN, SLOPE (, PER ARCH. \ \ \ \ \ \ \ ,Z - 2 4 CONT. TOP ()# P.T. 2x6 PLATE W A.B. ///////////r i i • (1 ea. side of a.b.) PER SHEARWALL CHED. 6x6 TOP & BOT. W/ •ALL FASTENERS INTO PRESSURE (5/ " OF SHEARWALL ABOVE 8 TREATED WOOD SHALL BE GALV. /�\/�\/�\,\\// SDS/4x8 SCREWS INTO OR STAINLESS STEEL PER @ 48 oc elsewhere(U.N.O.) \\\/ ) STEM WALL &FOOTING I ° V/VA/VA \ j EA. STUD (16 oc max.) GENERALNOTES %V REINF. PER RETAINING SIZE & REINF. PER 10/S3.1 \/\ J r° -----: \\ "° FOOTING SIZE & \/\\/\\/\\/\\/ REFER SHEARWALL SCHEDULE FOR/ ADDITIONAL RIM & SILL PLATE WALL SCHEDULE ��\�/ A REINF. PER PLAN// SIZE REQUIREMENTS INN j\8 �j FOR CALLOUTS �\��\�\��\ IN COMMON � REFER 8/S3.2 Ledger Bolt/SDS Spacing Elevation N 5 7 NOTE: LEDGER FASTENER SPACING MAY BE OFFSET UP TO 3" TO AVOID '� E Typical Exterior Yp Concrete oncre Wall Footing oog INTERFERENCE W/ JOIST HANGER PANEL EDGE NAILING 4" min. 16"oc �ICV PANEL EDGE NAILING OVER PANEL EDGE NAILING OVER OVER HOLDOWN STUDS 5" max. typ. TOP OF FINAL GRADE PER ARCH. HOEDOWN STUDS/POST HOLDOWN (where occurs) VERTICAL GRAIN BLKG. TO MATCH HOEDOWN STUDS/POST A35 PER SHEARWALL HOEDOWN STUDS/POST HOLDOWN (where occurs) SHEARWALL PER PLAN NAILING PER SHEARWALL HOEDOWN PER PLAN (where occurs) PER PLAN W/ ALL —THREAD A35 PER SHEARWALL SCHEDULE PER PLAN W/ ALL —THREAD P.T. 2x PLATE W/ A.B. PER TOP OF PILE PER PLAN SCHEDULE TO MATCH A.B. SIZE IN HOLDOWN SCHEDULE SCHEDULE VERTICAL GRAIN BLKG. TO TO MATCH A.B. SIZE IN HOLDOWN SCHEDULE WATERPROOFING PER ARCH. SHEARWALL SCHEDULE — — — — — — — — — — — — — — — — — — — _ (2) 16d THRU EA. MATCH HOLDOWN STUDS/POST / P.T. (2)2x LEDGER (spaced apart (5/8" 0 @ 48"oc elsewhere) SHEARWALL PER PLAN -� JOIST OR BLOCK (2) 16d THRU EA. SHEARWALL PER PLAN w/ Deck2Wall spacer @ ea. bolt) _ (2)16d TOENAILS EA. // // // // Ne // \\ \\ \\ \\ \\ \\ // \\ \\ \\ \\ \\ \\ NAILING PER SHEARWALL (4) 8d INTO EA. BLOCK JOIST OR BLOCK NAILING PER SHEARWALL TO MATCH DECK FRAMING (U.N.O.) 5 » W/ /8 0 EXP. BOLT @ 16 oc JOIST OR BLOCK X/Ixll I I //\�/%//%/%/%/% SCHEDULE, TYP. JOIST DIRECTION & JOISTS &SHEATHING SCHEDULE, TYP. STAGGERED (4" embed) INTO CONC. (4)16d EA. BLOCK - ��\ \\• RIM PER PLAN SHEATHING PER PLAN PER PLAN ;; ;; & SDS 1/4 SCREW INTO SILL ti JOIST DIRECTION & PLATE W/ 11/2» EMBED SHEATHING PER PLAN j/ WF PER PLAN 13j4" LSL RIM JOIST E /�; IUS HANGER ;; U.N.O. ON PLAN _ • I I AUGERED HOLE t (�) I I P.T. 2x6 PLATE W/ A.B. DECKING PER ARCH. II II II II 2x WALL PER ARC a t; WHERE JOISTS ARE 2x WALL PER ARCH. a :; t� PER SHEARWALL SCHEDULE 5 $"� @ 48"oc elsewhere (/ ) P.T. DECK JOISTS I I II I I II E PARALLEL, PROVIDE L E E (U.N.O.) PER PLAN ;/j\/j /\/ /j\ WHERE JOISTS ARE II I EMBEDDED PORTION OF 0 `1 INT. SLAB ON GRADE ;(, TJI BLKG. @ 48"oc � `� INT. SLAB ON GRADE ;(, i\// LUS SERIES HANGER \/\ PARALLEL, PROVIDE TJI BLKG. @ 48"oc o II II II PILE TO BE GROUND II PER PLAN P.T. 2x6 PLATE W A.B. / PER PLAN (2) #4 CONT. TOP 1 ea. side of a.b. ( ) (2)# 4 CONT. TOP = II II CLEAN OF MILL SCALE, PER SHEARWALL SCHEDULE ,\\ (1 ea. side of a.b.) \/ i\\/ 5 P.T. 2x PLATE W/ /8 I I I I RUST, ETC. 5 8"� @ 48"oc elsewhere ) AINING FSCHEDULE A.B. @ 48"oc E II II aa °° , ° , °° ol (U.N.O.) WALL FULL —DEPTH LSL 13/4" RIM � I I I I \ r\\/\\/\\ \ /\/ (2) #4 CONT. TOP RETAINING WALL PER • ALL FASTENERS INTO PRESSURE //\ (1 ea. side of a.b.) • ALL FASTENERS INTO PRESSURE//\ No y\\/ 10/S3.1 L U TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER //\\ TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER /\\\ o REINF. PER RETAINING GENERAL NOTES/i�' • REFER SHEARWALL SCHEDULE FOR WALL SCHEDULE GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR a /�/�' SLAB ON GRADE PER PLAN 9 ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS 10 ADDITIONAL RIM & SILL PLATE2 SIZE REQUIREMENTS 4 CONT. 1 ea. , /' /I `6,, \�\i (ide of a.b.) 12) //. /__ /\�\i\�\i\�\i\�\i_ min. STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS SHEET TITLE: SCALE: DATE: PERMIT Foundation Details 3/4" = 1'-0" U.N.O. November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S3,s3 DECKING PER ARCH. CHANNEL PER PLAN W/ SOLID WOOD WEB BLKG. & 5/8" 0 W.T.S. @ 24"oc & 2x NAILER W/ 5/8" 0 2" 6" CHANNEL PER PLAN WF BEAM PER PLAN W/ W.T.S @ 48"oc 24" 5" 3" 14 WOOD BEAM PER PLAN SOLID WOOD WEB BLKG. #4 x N r @ 18"oc & 5/8" 0 W.T.S. @ 32"oc & DECKING PER ARCH. 2x NAILER W/ 5/8" 0 W.T.S STRUCTURAL SLAB PER @ 48"oc DECK JOISTS PER PLAN PLAN R 3/8'A'A" SHEAR TAB PER 12/S5.1 _ Section DECKING PER ARCH. -- - R 3/8" EA. SIDE W/ _ zJ LUS HANGER - � �S � ,� ,� ,� ,/\\j /4 3" (2)3/4" 0 BOLTS CHANNEL PER PLAN 1/2»0 THRU BOLT W/ » °° �� (2)#5 x18 , 3 /2 APART i;; LUS HANGER WF BEAM PER PLAN W/ LONG SLOTTED HOLE % // // // // i L 6x6x5/8 W/ 5/8 @ANGLE %j��/j��/j��/j��/�i �/� EXP. BOLT @ 9"oc CNTR'D. IN WALL/\j� SOLID WOOD WEB BLKG. y/ / � � (4" min. conc. embed) /\i �i CONCRETE WALL PER PLAN Section DECK JOISTS PER PLAN & 5/8" 0 W.T.S. @ 32"oc & , „ 2x NAILER W/ /8 0 W.T.S @ 48"oc /j\ WF BEAM PER PLAN ;; ;; WF BEAM PER PLAN STEM WALL &FOOTING SIZE & REINF. PER HUS HANGER // " WOOD FRAMING NOT j\\j\/\/\/\/\/\j\\i 10/S3.1 SHOWN FOR CLARITY ' 1r 1 2 3 4 WF BEAM WF BEAM STEEL - - - - - - STEEL-- - - - - - & CONC. & CONC. \ 10"sq. PLINTH 10"sq. PLINTH Plan dew Plan View EP BASE DECKING PER ARCH. (2)5/8" 0 A.B. (6" min. (2)5/8" 0 A.B. (6" min. INV. HUS HANGER DECK JOISTS PER PLAN » concrete embed) concrete embed) WF BEAM PER PLAN, TYP. 1 GROUT PAD FOR FULL 1 GROUT PAD FOR FULL BEARING DECKING PER ARCH. BEARING DECKING PER ARCH. — WF BEAM PER PLAN W/ WF BEAM PER PLAN W/ DECK JOISTS PER PLAN SOLID WOOD WEB BLKG. SOLID WOOD WEB BLKG. SHEAR TAB PER 12/S5.1, & 5/8" 0 THRU BOLT @ & 5/8" 0 THRU BOLT @ TYP. EA. SIDE WF BEAM PER PLAN W/ 10"s PLINTH, REINF. 32"oc I 32"oc I o LUS HANGER - SOLID WOOD WEB BLKG. & 5/8" 0 W.T.S. @ 32"oc W/ 4)# 4 VERT. II &#3x©@hoc SHEAR TAB CONN. 10"s PLINTH REINF. q SHEAR TAB CONN. 10"s PLINTH REINF. q II\\/\\/\\/\\/\\/ �Y \/\/\/\ PER 12/S5.1 t t W 4 4 VERT. / ()# PER 12/S5.1 t t' W 4 4 VERT. / ()# & #3 x r] @ 6"oc & #3 x El @ 6"oc \// \\\\\\\\\\\\\\\\\\\\\\\\\\ i�� 4-10 \ \ \ \ \ \\\\\\ \\\\\\\\\\\\\\\\ 1, -6 VERT. REINF. TO BE ✓ /\i EMBEDDED 4" INTO PILE \\X\\,�\\�\\�\\�\\�\\/ LJ Plan dew PILE PER PLAN ✓/\ 1'-6" , VERT. REINF; TO BE \// \ 1'-6" VERT. REINF; TO BE PILE PER PLAN EMBEDDED 4 INTO PILE \\\/ y//// PILE PER PLAN ��0� EMBEDDED 4 INTO PILE PILE, PLINTH & / / POST BASE PILE & PLINTH A PILE & PLINTH A 5 STEEL & CONC. 6 7 �N E 8 WF BEAM STEEL - - - - - - - & CONC. WF BEAM = _ Q SIN 4" min. 16"oc E•_ 10"sq. PLINTH STEEL 10"sq. PLINTH, REINF. 5" max. typ. Plan View & CONC. W/ (4)#4 x L VERT. Ledger Bolt Spacing Elevation 10"sq. PLINTH & #3 x ©@ 6"oc (2)5/8" 0 A.B. (6" min. NOTE: LEDGER FASTENER MAY BE OFFSET UP TO 3" TOACING AVOID 1" GROUT PAD FOR FULL concrete embed)„ WOOD BEAM /\/\/\/\/\/\/\/\ INTERFERENCE W JOIST HANGER / BEARING DECKING PER ARCH. Plan View P.T. 2x BLKG. OVER BEAM PER PLAN W/ NOTE: PLINTH TO BE INSTALLED JOISTS W/ (2)16d SOLID WOOD WEB BLKG. SO DECK JOISTS PER PLAN WF BEAM PER PLAN W/ 5 2 8 � A.B. 6 ()/ ( AT CONTRACTOR'S OPTION NAILS EA. BLK. & 5/8"� THRU BOLT @ 32"oc SOLID WOOD WEB BLKG. & 5/8" 0 THRU BOLT @ min. concrete embed) SLAB ON GRADE P.T. 2x PER ARCH. PER PLAN LUS HANGER 32 oc & 2x NAILER W/ � DECKING PER ARCH. 5/8" 0 W.T.S @ 48"oc DECKING PER ARCH. WF BEAM PER PLAN W/ DECKING PER ARCH. " » 10 sq. PLINTH, REINF. SHEAR TAB CONN. DECK JOISTS PER PLAN SOLID WOOD WEB BLKG. & 5/8" 0 THRU BOLT @ DECK JOISTS PER PLAN DECK JOISTS PER PLAN t� t� W/ (4)#4 VERT. & © @ 6 PER 12/S5.1 32"oc & 2x NAILER W/ / #3 x oc 5/8" 0 W.T.S @ 48"oc = = LUS HANGER\/� - (2)16dTOENAILS INTO /\ /\ /\ \\\\\\\\\ //\//\// ,/\ /\ /\ /\ /\ ��'/� \\\\\\\\ \//\//\//\//\//\//� I = LUS HANGER -_ __ -//\, LEDGER, EA. BLOCK INV. HUS HANGER BEAM PER PLAN j\ VERT. REINF. TO BE 1" GROUT PAD FOR FULL �i BEAM PER PLAN i�//�// /�//�//��i \ \ \ \ \ \ EP BASE \ \ \ \ \ \\' LUS HANGER -\\ \\ \\ \ PROVIDE DECK2WALL ��\ �\ �\ �\ : \ \ \ \� \// SPACER BTWN. LEDGER PILE PER PLAN EMBEDDED EMBEDDED 4" INTO PILE \ \ BEARING HUS HANGER /` �',/%////// ////�//'�/� i\\j\ \\j\ ��y� // �\\,� &CONCRETE 10"s . PLINTH, REINF. q % /�. / \\\\\\\\\�\\/�\\�\\/\\//\\/� //�.//, P.T. 4x8 LEDGER W/ (2) �/� ROWS 5/8 0 EXP. BOLTS W/ (4)#4 x L VERT. \\j/\ /\\j/� \\/,\ / 3 -6 FOOTING SIZE & @ 16"oc STAGGERED 4" /\\// STEM WALL & FOOTING ( � PILE & PLINTH & #3 x El @ 6"oc \j�\j�\j�\j�\j�\\ \j�\jam (N.T.S.) REINF. PER PLAN SIZE & REINF. PER ) embed /\j/\ //\\//� 10/S3.1 9 FOOTING SIZE & REINF. PER PLAN 10 1 12 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com _ Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 Permit Corrections 2 (not issued) Mar. 16, 2022 3 CD's Jun. 23, 2022 D_ REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Foundation Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S3,04 1 2 3 4 POST, PLINTH, & FTC. P.T. BEAM PER PLAN LUS HANGER STAIRS PER ARCH. DECKING PER ARCH. ABA44 SERIES POST BASE P.T. DECK JOISTS PER PLAN W/ 5/8" Ox7" A.B. 10"sq. PLINTH. REINF. W/ (4)#4 x L VERT. & #3 x 0 @ 6" oc P.T. POST PER PLAN W/ AC CAP FOOTING SIZE & \//\\% - REINF. PER PLAN \//\\// % /\\j\ / \ ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV./\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//, OR STAINLESS STEEL PER GENERAL NOTES 5 EXTERIOR SLAB ON GRADE 6 7 Typical Deck Detail PER PLAN P.T. 410 LEDGER W/ (2) ROWS 5/8' 0 EXP. BOLT @ 16"oc STAGGERED (4" embed) � LUS SERIES HANGER, TYP. 8/S3.5 BEAM PER PLAN FACE OF WALL BEYOND DECKING PER ARCH., TYP. #4 CONT. AT OPENING 14" SEE PLAN FOR SLAB • I I STAIRS PER ARCH. #4 x @ 18 o j THICKNESS AND REINFORCING (typ.) _ � =• a a a a o a a •__ i _= I \ I A35 EA. STRINGER i P.T. DECK JOISTS // • //\/ I I \/� PER PLAN, TYP.%�\% \/\ \/ I P.T. 2x PLATE W/ ^� / PROVIDE DECK2WALL .\ .\ 1 ` \ \ \\ /\\� �/\ \\ \ \\ \\ '\�'\�' �� \\ \\ . �; \\ \\ \\: 1 2" 0 x7" A.B. @ 24" oc\\//\ / Co \\ SPACER BTWN. LEDGER & CONCRETE\ i xx \\/\\/\\ \\/\ y\\j \j\\j\j\\j\ //\ \//�/ \j�j \ / //�/ /\//\ 12 s GRADE BEAM W q /\/\\ (2)#4 CONT. TOP & BOT. /\\/ \// \\� ;//\/ //\ \// /\/ \ (2)#4 CONT. STEM WALL & FOOTING SIZE & REINF. PER \ \\ j\// /j\�/, /\// j\�////\ i\// ----�%j\ \ oo/ ;//\// % 6" 6" 6" o A/i�� PROVIDE DECK 2WALL SPACER BTWN. LEDGER & CONCRETE 9 11 12 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com _ Copyright 2022 Swenson Say Faget - All Rights Reserved _ DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 CD's Jun. 23, 2022 _ DPD: REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT _ SHEET TITLE: Foundation Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: A S3,a5 1 SHEARWALL PER PLAN 1 1 SHEARWALL PER PLAN TYP. DOUBLE TOP PLATE 3 3 2 2 1 2 1 1 1 SHEARWALL PER PLAN A35 (at exterior walls only) 2 SHEARWALL PER PLAN ___(2 )IF SHEARWALL OR OMIT @ HEADERS < 6'-0" 16d @ 12"oc AT OTHER WALLS (6)16d INTERSECTING WALL (see left if shearwall) TYP. STUDS BEAM OR HEADER PER PLAN 01 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE PROVIDE (2) BEARING STUDS U.O.N. 01 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE 02 BASE PLATE NAILING PER SHEARWALL SCHEDULE 2 BASE PLATE NAILING PER SHEARWALL SCHEDULE 03 16d @ 8"oc 16d @ 8"oc 2 Typical yp Outside Corner Construction Typical Yp Header Support pp w/2 Bearing Studs g Typical Shearwall Yp Intersections PANEL EDGE NAILING OF TOP CHORD SPLICE BLOCKING SHEARWALL BELOW (4)8d INTO BTWN. JOISTS EA. BLOCK (12)16d @ 4"oc IN PROVIDE 31/2" LSL JOIST PANEL EDGE NAILING (2) ROWS AT EA. (2)16d @ EA. (2)16d OR BLKG. @ SHEARWALLS OVER HOEDOWN POST SIDE OF SPLICE STUD, TYP. EA. JOIST ABOVE W/ EDGE NAILING EA. B EA. BLOCK CLOSER THAN 4"oc HOEDOWN PER PLAN, / / (1) JOIST BAY OF II REFER TO HOEDOWN I I TOP PLATE CONNECTION I I TJI BLKG. @ 48 oc I I SCHEDULE FOR BOTTOM CHORD I W/ 16d NAILS OR / I SHEARWALL ADDITIONAL INFORMATION SPLICE A35 W/ LSL PER PLAN I I 5/16 I I o TYPICAL STUDS W/ TJI JOISTS PER PLAN PLYWOOD SHEATHING SPACING PER PLAN _ L _ PER PLAN PANEL EDGE NAILING 2x BLOCKING — SHEATHING PANEL JOINT — 2x BLOCKING ALL —THREAD TO MATCH BTWN. STUDS W/ PANEL EDGE NAILING BTWN. STUDS A.B. SIZE IN HOEDOWN BOTTOM PLATE CONNECTION SCHEDULE PANEL EDGE NAILING BEAM PER PLAN 4'-0" min. BETWEEN SPLICES SPLICE TO OCCUR AT OF VERT. STUD TYP. Bearing Wall Non —Bearing Wall NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED Holdown at WF Beam - HDU 5 Typical To Plate lice yp p Splice 6 Typical Shearwall Yp Construction 8 Shearwall Schedule 0oo©o® PANEL EDGE NAILING TO ALL HOEDOWN STUDS/POST Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing SAWN OR MFR. 16d NAILING 3 Nailing if TJI if WoodO 9 at Wood 11 12 at Concrete HOEDOWN PER PLAN REFER TO SCHEDULE LUMBER. 2x MIN. PER SCHEDULE W6 15/32 or 25/32 6 CDX PLYWOOD 8d @ oc 16d @ 6 oc A35 @ 24 oc 10 16d @ 6 oc 5/8 0 A.B. @ 48„ oc I I SEE NOTES FOR I I ADDITIONAL - 2x NAILER W4 15/32" or 25/32" CDX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"oc 10 (2)rows 16d @ 6"oc 5/8" o A.B. @ 32"oc SHEARWALL PER PLAN I I e° �' °° HOEDOWN POST/STUDS PER SCHEDULE A B C REQUIREMENTS --- 1 /2 MAX. TO " W3 ® 15/32" or 25/32" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 @ 12"oc 10 (2)rows 16d @ 6"oc 5/8" 0 A.B. @ 24"oc 16d NAILING EDGE OF WASHER W2 ® 15/32 or 25/32 CDX PLYWOOD 8d @ 2 oc (2)rows 16d @ 4 oc A35 @ 9 oc 10 " 13 (2)rows 16d @ 4 oc 5/8 0 A.B. „ @ 16 oc PLYWOOD SHEATHING PER SCHEDULE • _ L _ PER PLAN Detail A Detail C 2W3 05 15/32" or 25/32" CDX PLYWD. EA. SIDE d @ 3"oc EA. SIDE n/a A35 @ 6"oc (3)rows 16d @ 4"oc 14 5/8" 0 A.B. @ 16"oc II II �' 2W2 15/32" or 25/32" CDX PLYWD. EA. SIDE d @ 2"oc EA. SIDE n/a HGA10KT @ 8"oc (3)rows 16d @ 4"oc 14 5/8" 0 A.B. @ 12"oc ORIENTATION FULL WIDTH VERTICAL PLAN o, a `� 2W2-10� 15/32" or 25/32" CDX PLYWD. EA. SIDE Od @ 2"oc EA. SIDE n/a HGA10KT @ 6"oc (4)rows 16d @ 4"oc 14 5/8"� A.B. @ 12"oc PER PLAN I�� GRAIN BLOCKING VIEW a II II TO MATCH HOEDOWN N 3/8�� 1/2 OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. _ _ — — — —_ STUDS/POST min typ. OO 8d NAILS SHALL BE 0.131 "0 x 2 1 2" common 16d NAILS SHALL BE 0.135"0 x 3 1 2" box 10d NAILS SHALL BE 0.148"0 x 3" (common). / (common) — / (box) — ( ) PER SCHEDULE (3) EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS MAY REFER TO PLAN FOR12" BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE SHEATHING. SEE DETAIL C. PLATE WASHERS SHALL EXTEND TO LOCATIONS WHERE SECTION I� PLYWOOD EDGE NAILING _ WITHIN 1/2" WITH _ 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. II WALL CONTINUES 12" EDGE � N OVER EA. STUD o eq. eq. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2. 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS I SHALL BE OFFSET EACH SIDE OF WALL. STAGGER NAILS AT ADJOINING PANEL EDGES. 3x STUD, MIN., REQUIRED AT END OF SHEARWALL. # OF WOOD BMS (LVL) 2-13/4" 3-13/4" 4-13/4" Holdown Strap Schedule 16d NAILING O ATEACH END F ALL SHEARWALLS. ALL END STUDS SHALL RECEIVE MUM SCAREQHEDULD PANEL EDGE NAILING. SDS SCREW SIZE 1/4 x31/2_:U 1/4 x41/2 1/4 x6 PER SCHEDULE SEO P ANDS ANDIHOLDOWN FOREALTERNATO REQUIREMENTSSIDED O ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Plan End #Nails Ea. Holdown Studs/Post # OF SDS SCREWS 3 3 3 Mark Length End Length if 2x4 if 2x6 Detail B (17/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX, EXCEPT AT 10d PANEL EDGE NAILING. SPACING OF SDS SCREWS 16"oc 8"oc 6"oc PLAN VIEW AT ABUTTING PANEL O LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. CS16 1'-2" (13) 8d (1) 20 (1) 2x6 NOTES: EDGES OF W3 & W2 RIM 10 A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. CMST14 2'-6" (33) 1Od 46 46 — MIN. SCREW END DISTANCE = 4" Detail D 11 AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. 12 LVL RIMS PERMITTED AT SINGLE SIDED SHEAR WALLS ONLY. CMST12 3'-3" (43) 1Od 48 6x6 13 PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. 9 for � O 14 MINIMUM RIM OR JOIST 31/2" WIDE BELOW SHEARWALL. 12 Typical yp Holdown Schedule Sisterin g Schedule Multi Beams Shearwall Schedule - (Sheathed One & Two Sides) STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 CD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Typical Wood Framing Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S4,01 GUARDRAIL PER ARCH. PANEL EDGE NAILING OF SHEARWALL BELOW A35 PER SHEARWALL SCHEDULE ALIGN LSL 13/4 JOIST OR BLKG. OVER (4)8d INTO EA. BLOCK SHEARWALL (4)8d INTO EA. BLOCK (4)8d INTO EA. BLOCK (2)16d TOENAILS 8d @ 6"oc JOIST DIRECTION & JOIST DIRECTION & EA. STUD X v �`L — — — — — —f'� — — — SHEATHING PER PLAN SHEATHING PER PLAN 2x4 BLKG. W/ 16d °° o „ 8d @ 6 oc JOIST DIRECTION AND WHERE JOISTS ARE 77 CONT. CS16 EA. _C E DECK JOISTS & SHEATHING PER PLAN SHEATHING PER PLAN V PARALLEL PROVIDE _ STUD A TJI BLKG. @ 48"oc NAILING PER SHEARWALL SCHEDULE (2)16d THRU EA. WHERE JOISTS ARE WHERE JOISTS ARE ITS HANGER, TYP. U.N.O. WHERE JOISTS ARE JOIST OR BLOCK PERPENDICULAR, PERPENDICULAR , PERPENDICULAR, SCUPPER OVERFLOW PROVIDE LUS HANGER PROVIDE ITS HANGER FLUSH BEAM PER PLAN PROVIDE ITS HANGER DETAIL PER ARCH. SHEARWALL PER PLAN BEAM/HDR. PER PLAN (where occurs) WHERE JOISTS ARE WHERE JOISTS ARE WHERE JOISTS ARE UPTURNED BEAM E oO 6 01 PARALLEL, PROVIDE PARALLEL, PROVIDE PARALLEL, PROVIDE PER PLAN FULL —DEPTH 2x BLKG. FULL —DEPTH TJI BLKG. FULL —DEPTH TJI BLKG. 2x4 W/ 16d @ 6" oc @ 48"oc @ 48"oc @ 48"oc INTO BEAM FLUSH BEAM PER PLAN Interior Shearwall Below 2 3 4 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS/POST SHEARWALL PER PLAN SHEARWALL PER PLAN NON—STRUCTURAL WALL PANEL EDGE NAILING OVER — PER ARCH. HOLDOWN STRAP (where occurs) ALL HOLDOWN STUDS/POST � X PER PLAN. REFER TO HD STRAP _ _ INVERTED ITS HANGER SCHEDULE FOR ADDL. INFO 8d @ 6"oc HOLDOWN STRAP (where PROVIDE EQUAL NUMBER OF I occurs) PER PLAN. REFER TO I EDGE NAILING OF SPECIFIED NAILS INTO STUDS NON—STRUCTURAL I HD STRAP SCHEDULE FOR ADDL. � SHEARWALL BELOW ABOVE & BELOW (4)8d INTO EACH BLOCK (4)8d INTO EACH BLOCK WALL PER ARCH. I INFO. PROVIDE EQUAL NUMBER 2x BLKG. W/ 16d @ 6"oc I OF SPECIFIED NAILS INTO LSL 13/4" BLOCKING NAILING PER SHEARWALL JOISTS AND SHEATHING o STUDS ABOVE &BELOW BEAM I SCHEDULE, TYP. PER PLAN A35 PER TOP PLATE CONN. BEAM PER PLAN a NAILING PER SHEARWALL OF SHEARWALL ABOVE 8d @ 6" oc SCHEDULE, TYP. I I RIM PER PLAN k- 0 JOISTS & SHEATHING UPTURNED GL PER PLAN _ DECK JOISTS PER PLAN / PER PLAN / TJI BLKG. @ 48"oc TJI BLKG. @ 24"oc 6x6 TOP & BOT. W/ SDS'/4x6" SCREWS @ 8"oc JOISTS & SHEATHING PER PLAN LUS HANGER / SDS '/4x8" SCREWS INTO STAGGERED 2x LEDGER W/ (2)SDS1/4 / / LTP4 IN LIEU OF A35 PER SHEARWALL SCHEDULE WHERE JOISTS ARE EA. STUD (16"oc max.) — NAILING PER SHEARWALL — 2 16d TOENAILS EA. ( ) 01/2" SCREWS @ 12"oc / PERPENDICULAR, X SCHEDULE x JOIST BEAM PER PLAN PROVIDE IUS HANGER LEAVE ONE END OF @ BEAM — — BEAM/HEADER PER PLAN STRAP UNAILED JUST SHEARWALL PER PLAN FOR CALLOUTS SHEARWALL PER PLAN (where occurs) PRIOR TO COVERING IN COMMON REFER 8/S4.2 NAILING PER SHEARWALL REFER TO SHEARWALL SCHEDULE 5 6 SCHEDULE FOR ADDITIONAL RIM SIZE REQUIREMENTS 7 Exterior Beam w/ Deck Exterior Upturned p Floor Beam - Joist Perpendicular p Exterior Framing 9 PANEL EDGE NAILING OVER PANEL EDGE NAILING OVER ALL HOEDOWN STUDS/POST SHEARWALL PER PLAN ALL HOEDOWN STUDS/POST REFER TO SHEARWALL SCHEDULE HOLDOWN STRAP (where occurs) A35 PER SHEARWALL SHEARWALL PER PLAN FOR ADDITIONAL JOIST SIZE PER PLAN. REFER TO HD STRAP VERT. GRAIN BLKG. PANEL EDGE NAILING OVER SCHEDULE REQUIREMENTS TO MATCH HOLDOWN ALL HOLDOWN STUDS/POST PANEL EDGE NAILING HOLDOWN STRAP (where occurs) SCHEDULE FOR ADDL. INFO STUDS/POST VERTICAL GRAIN BLKG. OVER ALL HOLDOWN PER PLAN. REFER TO HD STRAP PROVIDE EQUAL NUMBER OF HOLDOWN PER PLAN TO MATCH HOLDOWN STUDS/POST SCHEDULE FOR ADDL. INFO (4)8d INTO EA. BLOCK, TYP. SPECIFIED NAILS INTO STUDS A35 PER SHEARWALL (where occurs) REFER STUDS/POST PROVIDE EQUAL NUMBER OF PANEL EDGE NAILING ABOVE & BELOW BEAM SCHEDULE TO HD STRAP SCHEDULE (4)8d INTO EACH BLOCK SHEARWALL PER PLAN SPECIFIED NAILS INTO STUDS FOR ADDL. INFO. ABOVE &BELOW BEAM OF SHEARWALL BELOW NAILING PER SHEARWALL JOISTS & SHEATHING JOIST DIRECTION AND NAILING PER SHEARWALL ALIGN LSL 13/4 JOIST zr SCHEDULE, TYP. PER PLAN, TYP. NAILING PER SHEARWALL SHEATHING PER PLAN SCHEDULE t (typ.) NAILING PER SHEARWALL SCHEDULE, TYP. SCHEDULE (typ.) OVER SHEARWALL / I PLYWOOD SHEATHING LSL 13/4 JOIST, U.N.O. 13/4" LSL RIM JOIST OR PER PLAN PER PLAN I BEAM PER PLAN BEAM PER PLAN JOISTS &SHEATHING A35 PER SHEARWALL 2x BLKG. @ 48 oc W/ /LL / NAILING PER SHEARWALL SCHEDULE / (4)8d INTO EA. BLOCK PER PLAN SCHEDULE (4)8d INTO EA. BLOCK THRU (2) 16d THRU EA. 17 — JOIST / JOIST OR BLOCK BLOCK / � i JOIST OR BLOCK 'jj LEAVE ONE END OF �� PROVIDE FULL DEPTH BLOCKING NAILING PER SHEARWALL SCHEDULE, TYP. BEAM/HDR. PER PLAN STRAP UNAILED JUST / — WHERE JOISTS ARE HOLDOWN STRAP (where occurs) PROVIDE TJI BLOCKING EA. SIDE OF STRAP V BEAM/HEADER PER (where occurs) PRIOR TO COVERING / PARALLEL, PROVIDE PER PLAN. REFER TO HOLDOWN EACH SIDE OF STRAP A PLAN (where occurs) � TJI BLKG. @ 48"oc STRAP SCHEDULE FOR ADD'L. JOIST OR BEAM PER PLAN LEAVE ONE END OF SHEARWALL PER PLAN INFO PROVIDE EQUAL NUMBER STRAP UNNAILED JUST BEAM/HDR. PER PLAN OF SPECIFIED NAILS INTO STUDS NAILING PER SHEARWALL PRIOR TO COVERING (where occurs) ABOVE & BELOW BEAM SCHEDULE (typ.) SHEARWALL PER PLAN SHEARWALL PER PLAN REFER TO SHEARWALL SCHEDULE •REFER TO SHEARWALL SCHEDULE 9 10 FOR ADDITIONAL JOIST/BLOCKING SIZE REQUIREMENTS FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS 12 CS/CMST Holdown at Floor Beam Parallel Offset Interior Shearwall Interior Shearwall Exterior Floor Framing STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: Permit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 3 CD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 IS PERMIT SHEET TITLE: Wood Framing Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S4,02 11/4" NAILER W/ 5/8"0 W.T.S. RAFTERS & SHEATHING @ 32"oc PER PLAN 8d @ 6"oc 8d @ 6"oc WEB STIFFENER EA. SIDE (5)8d INTO EA. BLOCK (5)8d INTO EA. BLOCK PER MFR. RECOMMENDATION FULL —DEPTH LSL BLKG. 1'-0" TJI RAFTERS & SHEATHING RAFTERS & SHEATHING RAFTERS & SHEATHING (may be drilled for venting) PER PLAN 3/16 PER PLAN PER PLAN ITS HANGER, TYP. U.N.O. 31/2" LSL FASCIA STRUCTURAL FASCIA X, BEAM PER PLAN PER PLAN V1kPER PLAN A35 PER SHEARWALL (5)8d INTO EA. BLOCK per arch. SCHEDULE NAILING PER SHEARWALL TJI BLKG. @ 48"oc 2x6 W/ 16d @ 6"oc FULL —DEPTH TJI BLKG. 2'-0" max. SCHEDULE RAFTERS & SHEATHING EA. END, LOC. PER @ 48"oc _ H8 EA. RAFTER 33/� WF BEAM PER PLAN W/ PER PLAN ARCH. NAILING PER SHEARWALL �� — FULL WOOD WEB BLKG. W/ FULL —DEPTH 13/4" LSL SCHEDULE HEADER/BEAM PER PLAN 5/8"0 THRU BOLTS @ 32"oc RIM SHEARWALL PER PLAN 5/8"0 W.T.S. @ 32"oc POST PER PLAN SHEARWALL PER PLAN ITS HANGER, TYP. U.N.O. \ FULL —DEPTH TJI BLKG. @ 48"oc BEAM PER PLAN Exterior BearingWall Exterior Non -Bearing Wall 9 3 A35 PER SHEARWALL WEB STIFFENER EA. SIDE SCHEDULE PER MFR. RECOMMENDATIONS NOTCHED LSL 13/4" RIM TO LET OUTRIGGER THRU (5)8d INTO EA. BLOCK ��oc RAFTERS &SHEATHING ,1 PER PLAN PANEL EDGE NAILING OF A35 PER PLAN 8d @ 6 1 —0 5 8d INTO EA. BLOCK () SHEARWALL BELOW RAFTERS &SHEATHING 2x4 OUTRIGGER @ 48"oc RAFTERS &SHEATHING PER PLAN PER PLAN RAFTERS & SHEATHING ---- PER PLAN FASCIA PER ARCH., ------ — — — — FASCIA PER ARCH. U.N.O. BEAM PER PLAN (may HU26TF HANGER 31/2" LSL FASCIA be drilled for venting) BEAM PER PLAN PER PLAN ITS HANGER, TYP. U.N.O. 2'-0" NAILING PER SHEARWALL A35 PER SHEARWALL max. TJI BLKG. @ 48"oc BEAM PER PLAN SCHEDULE SCHEDULE NAILING PER SHEARWALL S-0" WHERE JOISTS ARE SCHEDULE — NAILING PER SHEARWALL — 2 16d TOENAILS THRU () PERPENDICULAR, — H8 EA. RAFTER �� HEADER/BEAM PER PLAN SCHEDULE EA. BLOCK BOT. FLANGE Max. PROVIDE IUS HANGER BEVELED BLKG. AS REQ'D. SHEARWALL PER PLAN — WHERE JOISTS ARE SHEARWALL PER PLAN \ SHEARWALL PER PLAN PARALLEL, PROVIDE HEADER/BEAM PER PLAN TJI BLKG. @ 48"oc Exterior Non-BearingWall 5 6 Exterior Bearing Wall 9 7 PANEL EDGE NAILING TO A35 PER SHEARWALL MATCH SHEARWALL BELOW SCHEDULE (5)8d INTO EA. BLOCK NOTCH LSL 13/4" RIM TO (5)8d INTO EA. BLOCK 8d @ 6oc WEB STIFFENER EA. SIDE 8d @ 6"oc WEB STIFFENER EA. SIDE LET OUTRIGGER THRU PER MFR. RECOMMENDATION PER MFR. RECOMMENDATION PANEL EDGE NAILING TO RAFTERS & SHEATHING RAFTERS & SHEATHING 2x FULL —HEIGHT BLKG. 1'-0" TJI RAFTERS &SHEATHING 2x FULL —HEIGHT BLKG. 1'-0" TJI RAFTERS &SHEATHING MATCH SHEARWALL BELOW PER PLAN INS. LUS HANGER @ PER PLAN A(may be drilled for venting) PER PLAN (may be drilled for venting) PER PLAN FASCIA INLEDHANGER - 31/2" LSL FASCIA 31/2" LSL FASCIA 31/2" LSL FASCIA PER PLAN PER PLAN SOD FILLER 31/2" LSL FASCIA PER PLAN, U.N.O. NGERS PER PLAN BEAM PER PLAN „ TJI BLKG. @ 48 oc 2x6 OUTRIGGER @ 48"oc A35 PER SHEARWALL BEVELED BLKG. AS REQ D. A35 PER SHEARWALL 21-6" per arch. SCHEDULE per arch. SCHEDULE max. max. LTP4 IN LIEU OF A35 PER max. TJI BLKG. @ 48"oc NAILING PER SHEARWALL �i SHEARWALL SCHEDULE — _ H8 EA. RAFTER — H8 EA. RAFTER SCHEDULE NAILING PER SHEARWALL (2)16d TOENAILS THRU NAILING PER SHEARWALL NAILING PER SHEARWALL — SCHEDULE �\ EA. BLOCK BOT. FLANGE SCHEDULE _ BEVELED BLKG. AS REQ'D. SCHEDULE _ SHEARWALL PER PLAN SHEARWALL PER PLAN HEADER/BEAM PER PLAN SHEARWALL PER PLAN HEADER/BEAM PER PLAN SHEARWALL PER PLAN 9 10 12 Exterior Non-BearingWall Exterior Non -Bearing Wall 9 Exterior Bearing Wall J Exterior Bearing Wall g STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p: zo6.443.6z�z ssfengineers.com 934 Broadway - Tacoma, WA 98402 P: 253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 DPD: REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 ISSUE: PERMIT SHEET TITLE: Wood Framing Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 121 2021 PROJECT NO: 12687-2021-02 SHEET NO: S4,s3 11/2» 3" 11/2" L. L. �NIL �N 3" P & BOLTS STEEL BEAM PER PLAN max. PER 12/S5.1 EMBED R 1/2"x6% NOM. BEAM DEPTH FOR W8 (2) 3/4"� BOLTS WF PER PLAN & W10 W/ (4)5/8"0 A"� AT BEAM GAGE 211 STUDS min. ----------------- 12 1 • • TOP PLATE (where occurs) I • PLACE EMBEDDED PLATE IN WALL ' I ' ' I SUCH THAT ATTACHED PLATE WILL 3/16 BE VERTICALLY CENTERED P 1/4"x3"x8" W/ (2)SDS1/4x3 Minimum d e Assumed BEAM PER PLAN THERMAL BREAK BEAM SIZE PER PLAN 3/16 SCREWS INTO POST STD. HORIZ. SHORT CCOQ CAP WOOD FRAMED WALL EMBED P x BEAM DEPTH SLOT HOLES IN R 5/8 0 x 6 PER ARCH. BEARING P 1/2" POST PER PLAN PER PLAN EXTERIOR FACE OFF per 12/S5.1 Horizontal 6" WALL COLUMN PER PLAN FACE OF CONC. WALL Vertical 5" de L A 2 3 Steel Beam on Wood Post Headed Stud Embed Plates Typical Beam Yp Bearing on g HSS or Pipe p Column STEEL BEAM STEEL BEAM SHEAR TAB CONN. PER " 3/16 12/S5.1 W/ W.T.S. IN 1 2"2"2'� 3 3—sides 2" Q 2"oc 3/16 1" LIEU OF THRU BOLTS /16 3—sides 3/16 BEAM SIZE PER PLAN R 3/8" W/ (12)SDS1/4x31/2» ;�## R 3/8„ W/ (15)SDS1/4x31/2" SCREWS SCREWS BEAM CONTINUOUS -,beam < Section and col. WHERE INDICATED WF BEAM PER PLAN ;✓ WF BEAM PER PLAN ea. W.T.S. 3/16 =—_ E STIFFENER Rs TO- E Elevation MATCH COLUMN FLANGES EA. SIDE (2)3/4"0 BOLTS E Elevation E Elevation OF WEB - - - AT BEAM GAGE 3/16 3-sides ea. GL BEAM PER PLAN GL BEAM PER PLAN i� BEARING R 1/2" 3/16 stiffener I II DECK JOISTS PER PLAN 3 /16 bos BEAM PER PLAN II II ^ II I� II COLUMN PER PLAN Elevation II R 3/8"x14" x BEAM R Elevation II P 3/8"x14" x BEAM II DEPTH II II DEPTH < R Elevation Section II WF BEAM PER PLAN II II II WF BEAM PER PLAN BEAMS TO BE MITERED (no arch.) - - - II II gap per II II Az UP BEAM PER PLAN A NOTE: ALL EXPOSED STEEL -STEEL CONNECTIONS 3Q 5 TO BE FINISHED PER AESS LEVEL 2 7 Beam Bearing on WF Column O COL. & PLINTH D/3 0 HOLES (MAX.) 1" RADIUS CORNERS P 3/8» R 3/8„ �2» 5/16 EDGE OF CONC. 5/16 din, 0)R -2 S E 1YR x o a o SIZE COL. & 00 BOLTS Shear Plate Schedule FACE OF SUPPORTING 0 2" 2" STEM WALL » 22" 12"sq. PLINTH 24" MEMBER Beam No. of Bolt Plate Weld max. max. Size Bolts Size Thickness Size 8" 8" 2x BOLT 0 N size per C6, W6, MC7 2 5/8"0 @ 2" SPACING 1/4" 3/16" Ir Ir min. W schedule MC8, MC9, MC10 C7, C8, C9, C10, W8, W10 2 5/8" 0 1/4" 3/16" 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS 12 " C12, C15, MC12, W12, W14 3 3/4"� 1/4" 3/16" WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2"0 SHALL BE SHOWN BEAM SIZE PER PLAN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR W16 4 3/4"0 1/4" 3/16" APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL. BgSe E at Lev W18 4 3/4"0 5/16" 1/4" Edge Condition Standard Base E U M W21 4 �/8" 0 3/8" 5/16' 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. CY W24 5 7/8"0 3/8„ 5/16" Lev 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. W27 6 7/8" 0 3/8" 5/16" II W30 7 7/8"0 3/8„ 5/16" 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER II SHEAR PLATE SIZE AND OPENING SIZE, EDGE TO EDGE. COLUMN PER PLAN II z BOLTS PER SCHEDULE 5. MAXIIMUM SIZES OF OPENINGS SHALL BE D/3 0 OR D/3 x 2D/3 AS SHOWN. II C) m Lev 1 /8" FOR 5/8" BOLTS NOTES: 3 (2) /4 0 ANCHOR BOLTS II II J M J 11/2" FOR 3/4"0 BOLTS 1. STANDARD OR SLOTTED HOLES MAY BE USED. 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. II = 13/4" FOR 7/8"0 BOLTS 2. BOLT TYPE A325N. II `n 0 3. R MATERIAL - A36 7. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO `- `` 4. SEE EXTENDED R DETAIL FOR COLUMN WEB CONNECTIONS. ENGINEER FOR REINFORCING DESIGN. a' ;; ;; . °a ° A. A. ° a ° . 00 • .. 'v < ° 9 late � O ical 12 Steel Beam Penetrations Basep - WF Columns (2)Bolts T Single Typical g Shear Plate Connection and Schedule STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 JL CD's Jun. 23, 2022 D� REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 ISSUE: PERMIT SHEET TITLE: Typical Steel Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S54ol END R i 3/4" o LA W/ 3" E STEEL BEAM PER PLAN Section INSIDE Section 2» OUTSIDE Plan View UPTURNED GL PER PLAN BEAM PER PLAN =Tl r an View v COLUMN PER PLAN (2)1/2" 0 BOLTS 5 Plan View Steel Beam on Post � BEAM & R E Elevation BEAM PER PLAN PER 8/S5.1 K PANEL EDGE NAILING OVER ALL HOLDOWN STUDS SHEARWALL PER PLAN HOLDOWN PER PLAN (where occurs) 3/16 NAILING PER SHEARWALL SCHEDULE _ NN� SOLID LSL 13/4" WOOD 3/16 - WEB FILLER FULLY �N BEARING ON FLANGES WF BEAM PER PLAN W/ WOOD WEB BLKG. @ INT. FACE W/ 5/8" 0 W.T.S. @ 32"oc � STEEL BEAM SHEARWALL PER PLAN STEEL BEAM PER PLAN PANEL EDGE � E 1/4" W/ (2)SDS1/4x21/2" ALL HOLDOWN SCREWS INTO POST SHEARWALL PI POST PER PLAN HOLDOWN PER (where occurs, NAILING PER SCHEDULE TOP PLATE 13/4" LSL RIM POST PER PLAN 0 3/16 5/8" 0 W.T.S. TO MATCH A.B. SPACING PER SHEARWALL SCHEDULE IN TOP & BOT. FLANGES NAILING PER SHEARWALL SCHEDULE 2x6 FLAT BLKG. LTT19 @ 48"oc TO JOIST/ BEAM. PROVIDE TJI WEB FILLER AS REQ'D. JOIST DIRECTION & SHEATHING PER PLAN A35 @ 16"oc , ITS HANGER, TYP. (2)5/8»0 W.T.S. @ 32"oc VER I. TO MATCH HOLDOWN STUDS/POSTS VERT. GRAIN BLKG. TO MATCH HOLDOWN STUDS/POSTS JOISTS & SHEATHING PER PLAN DROPPED WF BEAM PER PLAN (cntr'd. under wall above) 3 7 PANEL EDGE NAIL] ALL HOLDOWN STU SHEARWALL PER P HOLDOWN PER PLA (where occurs) NAILING PER SHE) SCHEDULE WATERPROOFING P DECK JOISTS & SF PER PLAN LUS HANGER, TYP. FULL —DEPTH 2x LEUIJLI\ ►V/ (3)SDS1/4x3" SCREWS @ 12"oc 13/4" LSL RIM VERT. GRAIN BLKG. TO MATCH HOLDOWN STUDS/POSTS (4)8d INTO EA. BLOCK JOISTS & SHEATHING PER PLAN 2x NAILER W/ 5/8" 0 W.T.S. @ 32"oc FULL —DEPTH TJI BLKG. @ 48"oc DROPPED WF BEAM PER PLAN (cntr'd. under wall above) =NA J PANEL EDGE NAILING OVER oc � 1/2"x4„ ALL HOLDOWN STUDS INTO OPSFLANGE SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE GUARDRAIL PER ARCH. „ 3 GUARDRAIL PER ARCH. HOEDOWN PER PLAN (where occurs) 1"-� 2x6 FLATZBLK:G.)L 1 STANCHIONS — R /2 x3 316 / REFER TO 10/S5.2 FOR Max. (4)8d INTO EA. BLOCK @ 48"oc MAX. DETAILS 8d @ 6" oc (4)8d INTO EA. BLOCK , 3/16 JOIST DIRECTION & NAILING PER SHEARWALL SHEATHING PER PLAN JOISTS & SHEATHING JOISTS & SHEATHING SCHEDULE 3 PER PLAN 3/16 PER PLAN /16 3/16 WHERE JOISTS ARE - 3 PERPENDICULAR, DTT2Z EA. GUARDRAIL DTT2Z EA. GUARDRAIL WF BEAM PER PLAN W/ PROVIDE ITS HANGER WF BEAM PER PLAN W/7 POST WF BEAM PER PLAN W/ POST LSL 13/4x91/2 WOOD WEB @ BEAM 2x WOOD WEB BLKG. @ 2x WOOD WEB BLKG. @ BLKG. @ INT. FACE W/ INT. FACE W/ 5/8" 0 W.T.S. LUS HANGER, TYP. U.N.O. INT. FACE W/ 5/8" 0 W.T.S. (2) BAYS FULL —DEPTH 5 8" 0 W.T.S. @ 48"oc STEEL BEAM / WHERE JOISTS ARE 3 » @ 32 oc @ 32 oc PARALLEL, PROVIDE 2x BLKG. EA. GUARDRAIL 2x6 BLKG. @ 48"oc, POST NOTCH AROUND FLAT 2x6 2x4 BLKG. W/ 16d @ Coc LTT19 EA. BLOCK & EA. PERP. WOOD BEAM A35 @ 24"oc 9 10 11 12 Nz�/STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: DMR DRAWN: NHD CHECKED: BDM APPROVED: DJS REVISIONS: APermit Corrections Dec. 21, 2021 2 Permit Corrections (not issued) Mar. 16, 2022 ACD's Jun. 23, 2022 DPD: REVISION Jul 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 ARCHITECT: Studio Zerbey 6522 9th ave NW Seattle, WA 98117 PH 2O6.930.5147 ISSUE: PERMIT SHEET TITLE: Steel Details SCALE: 3/4" _ �'-o" U.N.O. DATE: November 12, 2021 PROJECT NO: 12687-2021-02 SHEET NO: S5,02