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APPROVED BLD ENG PLN RESUB1 BLD2021-0370+Architectural_Plan+7.19.2021_9.30.44_PM+23097320 ASPHALT SURFACE P ❑ POWER METER BRICK SURFACE P POWER (OVERHEAD) BUILDING PPO POWER POLE Gri L ROW G ❑ GAS METER 0 CONCRETE SURFACE GUY ANCHOR RETAINING WALL ROCKERY ® DECK SS SEWER LINE FENCE LINE (WOOD) 0 SEWER MANHOLE ❑❑ INLET (TYPE 1) Q I SIGN (AS NOTED) Po IRON PIPE (FOUND) STORM MANHOLE ;•; NAIL AS NOTED SD STORM DRAIN LINE O REBAR AS NOTED (FOUND) SIZE TYPE O TREE (AS NOTED) ►�� MONUMENT IN CASE (FOUND) WM ❑ WATER METER WVD4 WATER VALVE OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BUILDING OVERHANG MAIN HOUSE I I 11.3' I I I I I I I I I I I I I I I I I I I I I I I 13.3' I I I I I I I BUILDING_ 0.9'E DETACHED GARAGE 110 BUILDING ° aR ° eti 0.9' E -------------------- 20 ---208-- 4 ------------------ ---- ti --- ----------------------- EDGE OF ASPHALT 6s .. SSMH IM=208.47' SET PK NAIL E(E./W.) 8"PVC=201.12'(C.C.) SS -SS -SS SS SS SS SS SS SS SS W/ WASHER <..'jA 2°°8 N 88°42'46" W 89.84' (90' PLAT) A ----- --- PROPERTY LINE ogg� 0.3 21o.9a N 8842'46" W 30.00' �o �'° - - - - - - FOUND REBAR 14°DEc` 5' SIDE SETBACK 9' 211.7 �, a •'x 2.13'S & 1.67'W OF PROP COR (2)6"DEC °� , ;• . ., FOUND REBAR/CAP 10"DEC.4 J LS# 23002 0.17'S OF PROP COR 7 SD SD -- - INI CB (TYPE 1) - - - - ROCK 2S 'x2 RIM=213.97' STEPS 2 0 1ti5 ' IE(E.) 8"CONC=212.32' o' 10.2 'o M U Q 6r'DEC ti^�ti ti^�� m m �° t (4)6' E U) .a.' ,1 ti� ��' �6 :y 1 0 2 O;' 216tSi. ' > isv... Q 0 M 8"DEC xs ti'ayes, LLJ' ...:a -� U) �, d ass o W .0_ •' Lo -0 TOP OF c� 7.V o. BELOW SHED �F P I U rya ELEV. 217.0' GF - - - "m N �✓ �� O (E)SHED 21a DE I� TO REMAIN �, h ti^�� _ 217' 219.E w 80 - ..:''AA z I 67 SF �, ti1h - - - STEPS CO a_ SIN `'DSI.1 1- 11 O Z : t.•. Ds. � �h ° 220.10x Lu W i� a ROCKERY ,�� ^6�x 2153 274 216 R 22o U:220.5' I o-7 A:220.I11 M i9.33 0.3'E 27>S ti DEMO PROPOSED ADDITION 220, ROCKERY ti yw� 90 a� z2SHED FOOTPRINT: 372 SIF - I 0.7'E o CONIC 221.0- T.O.0,21 9 Os 36 zzo.o�titi° . 28.9' 8.1' 2' x 'O 20.1' .37x s 3 aIDS. 222.7 %12 .00 •' DEMO 5 9 35.3' E L 221.4' DEMO + DECK ' DO ELEVATED I \�P PP : 4. G 2� DECK ' DECK 2 .:• Y FOOTPI�IINIT: 9 �fk2 SQ �S1 � 414 SF II N Q.a . CVJ ,. w. Zone RS-6 Corner X Flag _ Setbacks: Required Actual Front ------------- :20, 11.9; -----------' 10, 11.9. =--------- Sides 5' _---------- ' ------------- : 45', 29' --------- Rear ------------- ------ Other 25' 25' Height APPROVED BY PLANNING ate" �o Aug 03 2021 - SD SD CB (TYPE 1) RIM=213.97' IE(W.) 8"CONC=211.92' 0 2� 0. o PROPOSED 2ND STORY ADDITION DEMO •+• (f� WA 0. L 'E ^' I I ® FF EL=229.9' zza.9 WOOD STEPS a.0 2 0.6 3 (E)LANDSCAPE I00 •,.0: 4.8' W TO REMAIN s L 3 %WA I z2L N M W�OD WALL ��� s M 221.9 ROCKERY 0. 27 9'E 5 3 I I c ° titi s .: d ti 1.1'E 28.8' STREET SETBACK 14.0' - - -'i N .. • ' •` ry�a� E- 0')ON S. EXISTING SFR: 855 DAYTON ST �_4' .' ;s. DEVEVATED titi°EMO� o (E)FOOTPRINT: 1,388 SIF m titi�� ...'.m ryti. DECK I •° C) 15.9' Ai. . ; •' c+i .� 0 ODS 228. x zz s 0 L 229. ..' •' NE 5 a , :228.1�" DS. r DS.0 0 •.: 2es B:229.3' ti6 NNE •.♦ FOUND REBAR 2 STOPS , : 0.21'N & 0.28'W 2z3 �5 0 :.22e : = 6'T5 2•+• '.. . ' OF PROP COR ti 224. (E)CONI• BETE^ ORCH: 63 SF 228 . 225.62 --------------- -- o PROPERTY LINE : ROCKERY�24 22 0. 225.2 26_s N 88°44 09 W 9.84 ��y 0.8 W k0 c� .: • +••..'.+ d.. .2 a9 •. .: '. " 1Nc�'+ q ° • .. ' 'd• O'9^: s. .5�8.' p�'a ..': 2 226.50 cv •. .� ..a • •d a' ''rr ....: •• `f • ... .a• ••: .p. • a' ••. ,p.• .e l.' •': 6.. *+ .�- .. .'L ? KGB'•:° r2 �� .: M• . .�. rye. '.,! CONGgE E° AI:K .�. .. * • • rL SET PK NAIL 224.63 ..••• e� .... ,.(E�. .• .:rb`.L.• 'q,• . . ? a r':: ti a8•` :a.!; a '..... -A W/ WASHER w a PP ,+ •2283 .. �+ •:'::2 ..a•-•2•.. • 2j: �I 224.4 CURB r • s?' s3 CURB CURB ro I SPEED s' w I LIMIT titi 25 I 228 0 ,0 IT N of zl U) DPI YTON ST FOUND IRON PIPE, 119.84' TACK/LEAD h ` SS SS ° I tiy0 23� 0 Al I 3 2161 0 W 0 U) 0 U) 0 co 0 0 22 0 CO CIO 1�1 GENERAL NOTES: (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE CODES. 2. CONTRACTOR: SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 3. CONTRACTOR: SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. CONTRACTOR: SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 5. DRAWINGS: INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT/DESIGNER. 6. ALL WOOD PLATES: IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 7. PRESSURE TREATED LUMBER: ALL FASTENERS AND CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF G90 (.90oz/sf) PER ASTM A123 AND/OR ASTM A153. 304 OR 316 STAINLESS STEEL MAY BE SUBSTITUTED IN LIEU OF GALVANIZED PRODUCTS. NO STAINLESS STEEL PRODUCTS SHALL COME IN CONTACT WITH GALVANIZED PRODUCTS. APPLICABLE CODES 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF EDMONDS AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (ANSI Z223.1/NFPA 54) 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 UNIFORM PLUMBING CODE (UPC) 2017 NATIONAL ELECTRICAL CODE (NFPA 70) 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) NOTE: ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND ORDINANCES. ANY CONFLICT WHERE THE METHOD OR STANDARDS OF INSTALLATION OF THE MATERIAL SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE APPLICABLE CODE OR ORDINANCES, THE CODE OR ORDINANCES SHALL GOVERN, IN THE EVENT THIS OCCURS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. SUBSECTIONS OF THE CODE ARE LISTED HERE FOR GENERAL REFERENCE, BUT DO NOT RELEASE THE CONTRACTOR FROM CONFORMING TO ALL APPLICABLE BUILDING CODES AND ORDINANCES. LIST OF DRAWINGS A1.0 COVER SHEET & SITE PLAN V1 SITE SURVEY C1.0 GENERAL NOTES C1.1 DRAINAGE BMP PLAN C1.2 CONSTRUCTION SOIL MANAGEMENT C1.3 CITY OF EDMONDS STANDARD DETAILS A2.0 DEMO FLOOR PLANS A2.1 BASEMENT & MAIN FLOOR PLANS A2.2 UPPER FLOOR, ROOF PLANS & WINDOW SCHEDULE A3.0 ELEVATIONS A4.0 BUILDING SECTIONS & ASSEMBLIES A5.0 DETAILS A5.1 DETAILS S1.0 STRUCTURAL GENERAL NOTES S1.1 FOUNDATION & SLAB PLAN S1.2 MAIN FLOOR & UPPER FLOOR FRAMING PLANS S1.3 ROOF FRAMING PLAN S1.4 SHEAR WALL PLANS S2.1 STRUCTURAL SECTIONS & DETAILS S2.2 STRUCTURAL SECTIONS & DETAILS S2.3 STRUCTURAL SECTIONS & DETAILS S2.4 STRUCTURAL SECTIONS & DETAILS 855 DAYTON ST �rhera �h�, Ed.„n„ i' ©^(.memory 9 Sc µ.d ? qpr ,o..-u. •.' THE BOWL B orkc is i OF EDMOND' Holy Roo Churehv om... Edmonds 4 ­­W For the Arts - +`J - Rrejeke"'s o.ina .. Emera1d.1h9 eldy HoM Villa Rlvaro1. a ' (' M,k S1110Europe Sall and Iron 9 r �P e A Edmonds : sr Armes Restaurant Edmondsfabrary en (� Edmo da - �Sno-lsle llMarles = I wonwms oa"ms oMons Mon Sr aMmA o.ru . ^��.,� - Porl - ®a HarUOr squareb Resl 'Athletic © `% Ian: .I, Vo5Pdoly CluEdmonds Harbor inn Calf, ladro Edmonds. - Walnut Street CoffeeQ warns walmrtA YOS1P - _ __ _ SCorners Ter yak© Edmonds Marsh Snelleber9er Creek - ,,., o. ue ^ °'" m _ - 'W, n© em st sv. Sar Ooj _ _ .ru w.r 3 s p e E m,nnde ilY FaM o +m r.n rn Pacillc SalmonQ 11pgA� n.masw ,,,,i,s,w £ VICINITY MAP SCALE: N.T.S. GARY RESIDENCE ADDITION �126102 855 DAYTON ST REGISTERED ARCHITECT EDMONDS, WA 98020 INNY L. PAR SCOPE OF WORK: REMODEL EXISTING SFR, ADD ATTACHED GARAGE S ATE OF WASHINGT N AND SECOND STORY LEGAL DESCRIPTION: BILK 077 D-00 LOTS 20-21-22 COPYRIGHT© JINNY PARK ARCHITECTURE, PLLC CITY OF EDMONDS ALL RIGHTS RESERVED PARCEL NUMBER: 00434207702000 PROJECT DIRECTORY: V J CL OWNER/APPLICANT: SETH AND TRISTAN GARY LL EMAIL: Seth@tristangarydesigns.com ENGINEERING DIVISION P. 206.730.9435 APPROVED AS NOTED Je11 t#44t ,,au 08/05/2021 V ARCHITECT: o O JINNY LEE PARK, AIA LJJ LL, v, CD (,) U JINNY PARK ARCHITECTURE, PLLC = = Q rn U 6052 113TH PL SE 04 Q BELLEVUE, WA 98006 EMAIL: jinnyparkarch@gmail.com P.425.445.2993 STRUCTURAL ENGINEER: SUNG CHO, PE CS2 ENGINEERS P.O. BOX 13423 MILL CREEK, WA 98082 P. 425.408.2748 Email: sung.cho@cs2engineers.com GENERAL CONTRACTOR: TBD PROJECT DATA: r � Q ofN CL a 0 W Z m Z Q CL z Z ZONE: RS-6 OCCUPANCY: RESIDENTIAL GROUP R-3 / U (CAR GARAGE) CONSTRUCTION TYPE: V-B LOT AREA: 9,871 SF (0.23 ACRES) O SETBACKS (16.20.030): REQUIRED PROPOSED FRONT (SOUTH): 20' 8.4' (E), NO CHANGE SECONDARY FRONT (EAST): 207AVR 10.5' (E), NO CHANGE O CV SIDE (NORTH): 5' 45.1' Q LLJ O SIDE (WEST): 5' 28.8' 00 W HOME SQUARE FOOTAGE: U z BASEMENT: 1,348 SF (EXISTING) z MAIN FLOOR: 1,388 SF (EXISTING) + 373 SF (NEW) = 1,761 SF W 1­­ V) UPPER FLOOR: 1,432 SF (NEW) Q 0 TOTAL LIVING AREA: 4,541 SF (HEATED AREA) CC) O NEW GARAGE: 372 SF (UNHEATED AREA) W 00 0 NEW DECK: 414 SF LLJ MAX. LOT COVERAGE: 350% 9,871 SF x 35% = 3,455 SF A OWED SPECIAL INSPECTION FOR THIS PROJECT MAIN HOUSE: 1,388 SF REQUIRED: NEW ADDITION: 372 SF NEW DECK: 414 SF 1) STRUCTURAL EPDXY EXISTING DETACHED SHED 67 SF TOTAL: 2,241 2,241 / 9,871 = 23% PROPOSED The construction project involves IMPERVIOUS AREAS: ■ idemolition of a significant portion EXISTING MAIN HOUSE :1,388 SF �of the existing structure. Structures( NEW ADDITION: 372 SF that are demolished to the level that0 NEW DECK: 414 SIF or exceeds 75% of the EXISTING DETACHED SHED: 67 SFreplacement '■meets cost of the structure ■ Date DRIVEWAY: 997 SF (will not be allowed by city code to i 03.12.21 Permit EXISTING PORCH: 63 SF .be rebuilt except to full -on I 07.19.21 Correction 1 Istandards for new construction. TOTAL: 3,301 SF ■Reference Edmonds Community IDevelopment Code section ■ HEIGHT CALCS: 09.00.045. Demolition of portions of A:220.1' Ithe structure is limited to that ■ 13:2293' ■clearly shown on the approved (permit be C:228.1 plans, and will verified by 'the building inspector. I D:220.5 ■ ■ ■ ■ ■ ■ ■ COVER SHEET TOTAL: 224.5'+ 5'=249.5' I =Of"Edmonds 8c ACTUAL := 249.5' Building Department SITE PLAN LOT SLC _ ------------ FIEVdfie/a ADDITION Address 855 DAYTON RESUB ------------------------------------- Owner GARY u CITY OF EDMONDS Approved Date 11/09/2021 Building Official W. W cv � Permit Number BLD2021-0370 •---------------------------- DEVELOPMENT SERVICES DEPARTMENT Al 0 ■ J PA # 052 En§ =LEGALESCRIPTI (PER STATUTORY WARRANTY DEED RECORDING# 199102070225) LOTS 20, 21, 22, 23 AND 24, BLOCK 77, PLAT OF THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. (INSTRUMENT INCLUDES OTHER PROPERTY NOT PART OF THE SCOPE OF THIS SURVEY. ONLY LOTS 20-22 WERE SURVEYED.) BASIS OF BEARINGS N 01`16'16" E BETWEEN CENTERLINE MONUMENTATION ALONG 8TH AVE S - NAD83(11) PER GPS OBSERVATIONS. REFERENCES R1. PLAT OF CITY OF EDMONDS, VOL. 2, PG. 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R2. SURVEY AUDITORS FILE NO. 9012115012, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R3. SURVEY AUDITOR'S FILE NO. 200611085163, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 11111. VERTICAL DATUM ML C:NAVD88, PER GPS OBSERVATIONS. IF SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN DECEMBER OF 2020. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00434207702000. 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 9,871 f S.F. (0.23 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND 0 ASPHALT SURFACE BRICK SURFACE BUILDING CENTERLINE ROW 0 CONCRETE SURFACE RETAINING WALL DECK FENCE LINE (WOOD) ® INLET (TYPE 1) IPQ IRON PIPE (FOUND) NAIL AS NOTED 0 REBAR AS NOTED (FOUND) ►�� MONUMENT IN CASE (FOUND) P ❑ POWER METER P POWER (OVERHEAD) PP O POWER POLE G Li GAS METER >- GUY ANCHOR ROCKERY SS SEWER LINE 0 SEWER MANHOLE 4 I SIGN (AS NOTED) STORM MANHOLE SD STORM DRAIN LINE SIZE TYPES o ;TREE (AS NOTED) WM ❑ WATER METER WVM WATER VALVE VICINITY MAP N.T.S. EdrnoMs St Edmonds St Edmonds St � o Bell St D Bell St k D SITE Z �� Main St ary - 855 Dayton St, Edmonds, ;-,,---- ries WA 98020, USA i Dayton St Dayton St 00 Maple Way D 1� < `D Maple St Maple St - - - - - - 7, (n 1 Yost PooI-Q - 1 Alder St ? Alder St ' � D � i rD i cn i Walnut St Walnut St Yost -Park STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. C� FOUND REBAR/CAP DOWN 0.2' VISITED 6/2016 = JN N U rn ca �0 C'4 L6 N LO N 0 rn GRAPHIC & BOUNDARY SURVEY MATCHLINE 19 v BUILDING °ti 0.9'E zog a / 6e ti 0. 8g Oa 34 bti 2'J6, �9 }'••• °° EDGE OF ASPHALT $5 i• S ' <'v: o'1x SSMHUj ;. RIM=208.47' SET PK NAIL IE(E./W.) 8"PVC=201.12'(C.C.) SS -SS-SS S SS SS SS SJ S` -SS_ W/ WASHER �:SSIVH S SS M=205.07 z .: IE(E./W.) 8"PVC=195.67'(C.C.) °' ° N 88'42 46 W 89.84'` t31 °ems (90' PLAT) aN ti� ZN MAIN ST yw m o N 88.41'23" W 629.02' CALC FOUND MON IN CASE w (630' R1)(628.92' R3) BRASS DISK, DOWN 0.3' o VISITED 7/2019 o U) N LO cn w nF=74 cli N 7�M r^ Z vW w Lu [ A-7N �,7 � J J-���& _ c" 30' C) & [� F4 � F4 � � � � F4 � � � � � N ROW999QQ 909 � 30 `� ROW N 88.44'09" W FOUND MON IN CASE 629.02' MEAS. (630' R1) O VISITSS ED ED 6/20 6DOWN 0.8' DA YTON S T FOUND IRON PIPE, TACK/LEAD CONTROL MAP N.T.S. t 2°a 0.3 210.98 N 88'42'46" W 30.00' FOUND REBAR J 14"DEC 9� 2 ' x211.7 �'� �.'lv�ti� . - - - - - - - - - - 2.13'S & 1.67'W OF PROP COR ° (2)6"DEC °h , FOUND REBAR/CAP LS# 23002 10"DEC 0.17'S OF PROP COR`° 4d..••. SD -SD- CB (TYPE 1) ROCK �s �x� RIM=213.97' STEPS tih F IE(E.) 8"CONC=212.32' M 0 0210.2 o m • ti..• s 6»DEC tiN�ti ti N N �Nti 0) d o) ° (4)6' DEC .d.• .a1 O ^ ' Nth �� y o 216. i Q M xN 8"DEC J O e °LLJ 0- T P OF Nt1P�� Q�Py e = LO O RO KERY L) .C5 c� 7.1' ��� BEL W SHED OF ' ' 2'g �ELEV. 17.0216` SHED ROOF N2Js �� ti� 217. 21a 0 }; •.e:. . z 2S,N o ti CK � WOOD STEPS • Z . ' ` ;. z75,3 ? m 220.10- . d ROCKERY tit kx 7,4 9• n 4� 0-SE 30' 6 ROW ROCKERY 22c,, :. .'go ti U o 0.7'E ° CON C 220.21N� y° w ::�� 99 ti°' ti ti � '. 217.5-220.0V'10 2 _EAVE �l 2`'' FF EL=221.4' Y N EVEVATED F cd N o DECK ��� N DID w A O(3 o x224 3 .. WALL Q Ik�o�� � zza WOOD ; d �/ J 0.4'E 2'9 oODc� (� : , . � \ HOUSE N0. 855 '"•''` 2 0.6 \ SQ �FOOTPRINT=1,463f S.F. 4.8' VWOOD g � 'j PC' ti1� x221. • :: °° WALL 1 *ROOF EL=244.4' � N WOOD WALL ti� HIMNEY I < 2229j T zz,.s > 0.9'E Q ROCKERY 2'> O I Iw ti sR titi" 1.1'E h N •• i N N V ^ N W .::d • . � OO" I . r: p ro•'.. a• d 228. x ..' z2s.6 CONC. WALL zzs.3x �. ..d•. <...:. STONE FOUND REBAR 2�� STEPS O 3> 0.21'N & 0.28'W �� 22 a EAVE 28� 226.ag. , OF PROP COR zz4. 00 s a282 2a.�.. 225.62 O . A. d 24. ROCKERY 225.0- 26 N 88°44 09 W 225.2 's 9. 4 0.8 W �6 . ... :. .. d . 2.e49 ... 1 NNE `..(� 58. L 6 • `V 1...<'•..,. . - 6w d .. .. . "� .30• ^ CAT. .• '• � .•0�d ,� `'N'.. �•. 226.50 S 2,� /\} `) `c=d• '.'!'•.� 4 �'„ ° .d•�•., '•' .`Ll! d .d/,' •. "1`l. �••d:4 .• o . •.y, •' 3. ! GI.If�,.-e':•2 `L1 3..I.. .6. •'.� ..: •`s.. .p•! .• .�,. ...��,. .. :•-d :<y .. ..;� ', •'y d •. • - SET PK NAIL 224.6 NI ti a �e •.'r:: �: •��8•PP n •d.: :d.•: W/ WASHER CURB �; • • •228.3, ' 2244 •' a.zi e� CURB CURB M I SPEED � ^�0 22j w I LIMIT titi tip^ s' in I 25 �o I rl of z I tiry��^X- SS SS 22 > ° SSMH IM=227.03' IE(E./W.) 8"PVC=221.03'(C.C.) 224. NN o0 ^ 119.84' N DA YTON S T Nb 44 FOUND IRON PIPE, TACK/LEAD -SD-SD CB (TYPE 1) RIM=213.97' o IE(W.) 8"CONC=211.92' 224 %230.03 0 Mwv SDMH wvM RIM=231.13' M IE(N./S.) 8"CONC=227.93' wv 0 Lo 't 21025 0 0 11 W cn Uj o >- LL Q W cj� N o W C) Z LU o ao rn Z 0 0 o C ^ VWJ >-- Q � oz ,mho w U 2 QILL O W Q L.L Q 0 o Lu 0- 0 O O 00 N N O) C ru >Q dJ N N 4J 4--) L Q M� W N O � a--) 00 �- a-+ N N L a--+ d- t7) C � � fl- 00 O JOB NUMBER: 202235 DATE: 12110120 DRAFTED BY. RSN CHECKED BY: JGM/CSP SCALE. 1 " = 10' 01105121 JADD TOPO DADA 1 0 1/0 7121 ADD A1DLbP�NDGRwces 02105121 PER COMMENTS SHEET NUMBER 1 OF 1 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFEMBLAREDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. GRAD NG & EROSION CONTROL NOTES STOCKPILE NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE 1. STOCKPILING OF EXCAVATED SOILS SHALL BE COORDINATED WITH BOEING. APPROVED PLANS ARE MINIMUM REQUIREMENTS. SEPARATION OF STOCKPILES, CONTAINMENT, AND DISPOSAL OF SOILS OFF -SITE SHALL BE COORDINATED THROUGH BOEING ENVIRONMENTAL SERVICES. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING CONTRACTOR SHALL ABIDE BY BOEING DIRECTIVES. LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION 2. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER AND SEDIMENT CONTROL MEASURES. APPROVED DEVICE) AT ALL TIMES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION 3. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO 4. TOPSOILS SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, THE ESC PLAN. WHEN THE SUBGRADE IS EXCESSIVELY WET OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE OR SEEDING. UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. PLASTIC COVERING NOTES 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION SHALL: 9-14.6(3). a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN THAN 12 HOURS. ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED LENGTH AND THERE SHALL BE AT LEAST A 12-INCH OVERLAP OF ALL SEAMS. AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE PLACE UNTIL THE NEXT SEEDING PERIOD. DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED SURFACES: WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND ENDS. SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. STRAW WAFFLE NOTES 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 1. WATTLES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-14.6(5). INSTALL WATTLES ALONG CONTOURS. INSTALLATION SHALL BE IN 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL 2. SECURELY KNOT EACH END OF WATTLE, ABUT ADJACENT WATTLES TIGHTLY, END BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. TO END, WITHOUT OVERLAPPING THE ENDS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION 3. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLES AND INTO THE SOIL WHEN PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL CONDITIONS REQUIRE. INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. PRODUCES RUNOFF, TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR 5. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR 8-01.3(15). EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF 6. STRAW WATTLES MAY BE LAID DIRECTLY UPON PAVED AREAS DOWNHILL OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PAVED TEMPORARY EXCAVATIONS AND DISTURBED AREAS. STABILIZE WATTLES BY PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. INSTALLING SANDBAGS OVER THE WATTLE AT EVERY 6 LINEAL FEET. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING NOTES 14 THROUGH 18. 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS BY: In z 0 O 0 > a U U w w 0 0 Ll_ w w cn :D > cQ w cn } CV N m Q Z M C_O Q oLu o 0 0 6) U ;F N � N - M .0 m �w X p w o �, �L._ w � Kp Q a � W Z� co 0 a co Q � N m w i w W m U J a u. � 43162 �� G��FG/STEM ��� SS�GNAL LNG 6/15/2021 W UW Q O W ^ I -I O wo w � 00 LL w M--I � z Q Q a F--I w O �o cn p Lo O 0 oo W O 0 w J ~O ~ z ~ w J Q w = W Z W 0 I SHEET NUMBER I CITY ENGINEERING DIVISION PROJECT #�2101 1 SWPPP & UTILITY PLAN C 1.1 SCALE: 1 " = 10'-0" '1.hJr CATCH BASIN PROTECTION NOTES 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. 2. AT ALL PROPOSED CATCH BASINS, CATCH BASIN PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE STABILIZATION. 3. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT CATCH BASIN INSERT #3003, ULTRA -DRAIN GUARD #9217, OR APPROVED EQUAL. 4. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. 5. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. SUBGRADE PREPARATION NOTES 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS GEOTECHNICAL ENGINEER WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED 12"-24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH CRUSHED SURFACING BASE COURSE IN 6" LIFTS, COMPACTED TO 95% MAX. DENSITY. 2. AFTER PROOF ROLLING, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER WEIGHING AT LEAST 10 TONS. THE ROLLER SHALL MAKE AT LEAST 6 PASSES. THE SUBGRADE SOIL SHALL HAVE ADEQUATE MOISTURE CONTENT AT TIME OF COMPACTION, (WITHIN 2% OF OPTIMUM). 3. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 4. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. CONSTRUCTION NOTES SILT FENCE PER STANDARD DETAIL ER-900/C1.3. STOCK PILE AND WATTLE INSTALLATION PER STANDARD DETAIL ER-903 & 1/C1.3. TEMPORARY CATCH BASIN PROTECTION DETAIL PER STANDARD DETAIL ER-902/C1.3. ® STABILIZED CONSTRUCTION ENTRANCE PER STANDARD DETAIL ER-91-C/1.3. ©FIELD LOeATION OF THE EXISTINGSANITARY SEWER LINE AND 60NNE6T PER ST?q4DARD BETAIIE 55 .. REMAIN EXISTING SANITARY SEWER LINE. © GUTTER DOWNSPOUTS WILL DISCHARGE TO EXISTING FOUNDATION DRAINAGE LINE. VERIFY IN FIELD. 7� NEW GUTTER DOWNSPOUT WITH SPLASH BLOCK (� REPRESENT DIRECTION OF FLOW) cn z w m z o O 0 > U U w w Q W 0 0 Or- 0- 0 0 w w cn U) w S2 of w N N m Q Lf z 0 M C_O Q w o (if o E 0 U rLo i C, 00�� C�� VN CV N cU)i m �w X o w o Q ALL._ w Q v W Z N m 0 co Q CV w i w � co U J Q J 2! 6/15/2021 5. NON -WOVEN GEOTEXTILE FABRIC SHALL CONFORM WITH REQUIREMENTS OF SOIL STABILIZATION FABRIC PER TABLE 3 OF WSDOT SPECIFICATION 9-33.2(1). INSTALLATION OF FABRIC SHALL CONFORM WITH WSDOT rW v SPECIFICATION 2-12. 6. GRAVEL BASE (CSBC) SHALL BE INSTALLED OVER GEOTEXTILE FABRIC W O w CD o PRIOR TO PAVING. INSTALL IN 6" MAXIMUM DEPTH LOOSE LIFTS AND O 5 rn COMPACT TO 95% MAXIMUM DRY DENSITY. o cn z Q i�: 7. SUBGRADE BENEATH PROPOSED UTILITY STRUCTURES SHALL BE W o PREPARED IN CONFORMANCE WITH STANDARD DETAIL GU-400/C1.2. Lu Q z0 M� oo w 0 r PROVED FOR CONSTRUCTION CITY OF EDMONDS BY: CITY eNcweeRwc oivisioN ri1 w J n � m ~ w w 0 2 Q (n Z i R n I SHEET NUMBER PROJECT # I 2101 1 EROSION CONTROL PLAN 1.2 SCALE: 1 " = 10'-0" '1.hJr CATCH BASIN PROTECTION NOTES CONSTRUCTION NOTES U) 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS SILT FENCE PER STANDARD DETAIL ER-900/C1.3. m z Z w NOTED ON THE PLANS. w ° ov 2 STOCK PILE AND WATTLE INSTALLATION PER STANDARD 'o >- 2. AT ALL PROPOSED CATCH BASINS, CATCH BASIN PROTECTION SHALL DETAIL ER-903 & 1 C1.3. / U) Or- cf BE INSTALLED IMMEDIATELY UPON CATCH BASIN INSTALLATION AND Q o LU 0- of SHALL REMAIN UNTIL FINAL SITE STABILIZATION. TEMPORARY CATCH BASIN PROTECTION DETAIL PER 0 w 0 STANDARD DETAIL ER-902/C1.3. ui 3. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT CATCH BASIN U) INSERT #3003, ULTRA —DRAIN GUARD #9217, OR APPROVED EQUAL. ® STABILIZED CONSTRUCTION ENTRANCE PER STANDARD Lu DETAIL ER-91—C/1.3. 4. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH m Q MANUFACTURER'S RECOMMENDATIONS, AND MAINTAINED TO OPERATE Q co co W o PROPERLY. o o 5. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. °° m N � �Lo WV V L m m V �w N N N X o w ' u- . W _A Q v W CV m 0 co a CV w i � w co U J d r PROVED FOR CONSTRUCTION CITY OF EDMONDS BY: CITY eNcweeRwc oivisioN 6/15/2021 V ^ I —I w w CD o °O cn LL o U1 z i�: W o z Lu a W Q � 0 M� oo w O J_ z O Q U) J O Z w � U � Lu w w U)~ Q Z Z :z Q� O U I SHEET NUMBER Cl 02 PROJECT # I 2101 2' 2'- NOTES: CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION OTHER WORK CAN BEGIN CONTROL THROUGHOUT PROJECT. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FS 0 REVISION DATE FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD DETAIL APPROVED BY: R. ENGLISH E R— 9 0 0 `St. 18y- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 w z J Z RESIDENCE a w 0 a N (MAX) NOT TO EXCEED 100' BETWEEN CLEANOUTS — — oZ o W a 12"t CL 00, a U 6" MIN / IL 6" MIN GENERAL CLEANOUT DETAIL 8" MIN 8" MIN — — CLEANOUT DETAIL SEE NOTE 1 AT PROPERTY LINE/CITY EASEMENT Lu � & W NOTES: �0 w a a 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. NOTES: :. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE 12"t 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS PRODUCT 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE " FOR 8" DIAMETER PIPE 2424" #00366102 STAR PIPE COSP48L OR APPROVED EQUAL. FOR 12" DIAMETER PIPE 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER • IN ROADWAYS PER COE STD DWG GU-424 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. TYPICAL CLEANOUT 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. UNDER ASPHALT OR CONCRETE REVISION DATE REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2018 CITY O F EDMONDS M O N D S TYPICAL TRENCH SECTION FEBRUARY 2021 PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL FSt. 1890 SS-200 est. 1g90 GU-400 APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH SPACING VARIES SEE WATTLE SPACING TABLE (TYP) WATTLE INSTALLATION ON SLOPES 2" MIt 5" MA; 8" DIAMETER MIN WATTLE DETAIL " MIN " MAX 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1 H:1 V 1 O'-0" 2H:lV 20'-0" 3H:1 V 30'-0" 4H:1 V 40'-0" >4H:lV ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. '-St. IBy- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT WATTLE INSTALLATION APPROVED BY: R. ENGLISH 1� PLASTIC COVERING DETAIL SCALE: N.T.S. REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-903 I E FULL WIDTH RESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `St. 18y- * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH l' OVERLAP REVISION DATE JANUARY 2018 STANDARD DETAIL ER-901 SECTION A -A OVERLAP DETAIL REQUIRED FOR TEMPORARY MATERIAL STOCKPILES TAKE C1.11C1.2 APPROVED FOR CONSTRUCTION CITY OF EDMONDS BY: CITY eNcweeRmc oivisioN m 0 w > O IL Q m >z Q 0_ 0 Cn H- z W z O O U a F c7) of U a- Lu Of tl O Cl LL_ Lu W Cn CQ W Cn ry Lu F 0 04 N M C4 LN CO > w o � 1n 0 v I 0 op O) CA N � N c m v 0 �w X o w u a, V � v N co0 ui co � N (y cow i w 0 0:i I w J J o .� CL U. 7431TJ lz SS�ONAL LNG 6/15/2021 W C-qO W 00 � O7 Z _ O (f) H p Q Z p O Ln 000 W W � � W T_ U) 0 o � 0 Lij O U) J W 0 Q 0 U ~ I SHEET NUMBER I C1.3 PROJECT # 2101 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r 12602 IThe construction project involves I REGISTERED ■ ARCHITECT (demolition of a significant portion of Othe existing structure. Structures that N N Y L. P A R iare demolished to the level that meets ■ S ATE OF WASHINGT N .or exceeds 75% of the replacement (cost of the structure will not be I COPYRIGHT© ■ ■ JINNY PARK LL RIGHTS RESERVED ARCHITECTURE, PLLC (allowed by city code to be rebuilt except to full -on standards for new • •construction. Reference Edmonds V !Community Development Code I � Isection 19.00.045. Demolition of j CL iportions of the structure is limited to UJ ■that clearly shown on the approved permit plans, and will be verified by ,the buildiu inspector. U o 0 00 °` rn _ IF - V M w N r LO _I_�_�_�_�\� --- o J Nr II E---------- II �� Q 0 J Z LU II II III DEMO SHED III � I II I I Q i -� DEMO DECK AND STAIRS II � II I I II III Z 1 / II Ii I �I II Z �L 1 36'-011 III I I REMOVE WINDOWS — — — — —� — — DEMO (E) BRICK VENEER, TYP — — _ — — — — — — _-- = II - - _______ (E) (E) I I I L- J REMOVE SLIDING DOOR ( BATH 2 U Z I1 OFFICE AND WINDOWS ICI L — _1L — DEMO DECK - J®� NOOK (III LAUNDRY AND STAIRS O EXISTING WINDOWS C0 J �" — TO REMAIN (SHOWER � 11 11 DINING 1 KITCHEN II / Ji E — — 11 �I IIZL ILL coII IL - ( ® EXISTING SINK �— — — J LLJ O BED 2 & COUNTER TO REMAIN W O III 11 __ Q LU 00 11 III �_� �_��� III -� UJ °` — HALL DEMO KITCHEN COUNTER Cn Q AND APPLIANCES �F_ _ III V z 3� 1 - III Z v)1 up UP I II Fr_ FAMILY III Ln 1 W 0000 0 r _ _ — _ DEMO INTERIOR WALL, TYPICAL W / DEMO STAIRS — — — Up BUILT-IN I T DEMO STAIRS( STORAGE SHOWER urnac w W I LIVING�L � U r (E)FURNACE U 1 r L Q UTILITY TO REMAIN ( 0- _LL X CONCRETE NG OSTEM WALL AND � r BATH 3 1 ) 2x4 STUD WALLS TO REMAIN, " (E) TYPICAL REMOVE (E) r ^ — OST — — — — — — — — — — EXISTING 2x4 STUD WALLS i F- -------T---- TO REMAIN, TYPICAL / L— M. BED (E) 1 1 / —�1 ---- 1 II it 11 L TUB I IZI Q.I.C. - - � \\ 1 \\ I�- I M. BATH II III ENTRY I I BED 3 1 Date 03.12.21 Permit DEMO BATH COUNTER ) — — I— AND FIXTURES / FL m 07.19.21 Correction 1 (E 7 EXISTING 2X4 EXTERIOR WALL SHOWER TO REMAIN, TYPICAL / I III I 11 I F_ III L(E) III I DEMO (E) BRICK VENEER, TYP DEMO --- ------ � FLOOR PLANS DEMO MAIN FLOOR PLAN rt_� DEMO BASEMENT FLOOR PLAN SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" Jul 20 2021 CITY OF EDMONDS A V ENT SE ES D RTME ■ J PA # 052 DECK ABOVE POST PER ® �3 12 — — — STRUCTURAL 1 11 1 ---- 10 19 8 17 I 6 15 14 U)0 3 o 3'-0" 4'-0" 21.5' - T.O. SLAB 2868 DR 221.5' 2'-6" '-10" 5'-10" CD E0 w (E) F.P 2 POST PER 1 STRUCTURAL — DECK ABOVE — 4'-0" 10'-0" 26'-0" 19'-0" GARAGE 25'-0"x13'-9" SLOPE 20 MIN. FIRE DOOR EXISTING WINDOW TO REMAIN (E)SD BED 5 (NO CHANGE) (E) WINDOW 2668 DR STOR. 4'-10"x5'-0" 5'-4" EXISTING WINDOW TO REMAIN EXISTING WINDOW PROVIDE HANDRAIL PER IRC TO REMAIN R311.7.8 (E) DR I Iw 221.0' - T.O. SLA I O 0 IQ g IQ W - `� `'� _ Q z cD ' IJ I CD I N - NOTES: 3'-2" 4'- I 15'-2" * THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GWB APPLIED TO THE up %I GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3068 DR ( ) DBL DR SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS FF EL=2 1.4' EXISTING WINDOW THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE TO REMAIN SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE j FF L— 1.4' SUPPORTING THE SEPARATION SHALL ALSO BE PRTOECTED BY 1(E) z NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. * ...OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE Z) 0 SD/Co VALET 5'-2"x 16'-4" 0 00 00 N Ellco POWD 2 co N 6'-0"x4'-0" '-211 3068 DR 6'-0" BONUS 12'-9"x27'-7" (NO CHANGE) m J w � 0 w Of EXISTING SINK & co +� BUILT IN TO ® IIIII REMAIN, NO OFFICE FFICE 16'-8"x20'-6" (NO CHANGE) E 0 co Up EXISTING WINDO co N TO REMAIN EXISTING FIREPLACE up TO REMAIN E (E) DR STORAGE urnac w.h. 7'-0"x3'-8" aT '-5�/2'. M ) POST PER STRUCT Iv w 4 cn M __4 M cc P (13) RISE RS 7 75" EACH 1 M (E) WINDOW TO REMAIN I� EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 IN THICKNESS, 20-MINUTE FIRE -RATED DOORS. * DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. * IN SEISMIC ZONES DO, D1 & D2, WATER HEATERS SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS. * PROVIDE OUTDOOR COMBUSTION AIR FOR FURNACE AND WATER HEATER. * GARAGE TO HAVE MOLD RESISTANT GWB. * ALL INTERIOR FINISHES TO BE %2" GWB. * ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) * ALL EXTERIOR WALLS 2x6 PER STRUCTURAL * HEADERS PER STRUCTURAL * WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. * PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. * PROVIDE SOLID BLOCKING OVER SUPPORTS. * A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. *PROVIDE INTERIOR LIGHTING @ STAIRWAYS PER IRC R 303.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE I� POST PER POST PER SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL _ STRUCT STRUCT THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE p RISERS. M HALL 1 00 co o MECH/ *PROVIDE EXTERIOR LIGHTING @ STAIRWAYS PER IRC R 303.8 2x6 EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL STORAGE LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. ® ® 9'-1"x8'-6" EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM ( THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN SHOWER ) ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF s°x42° THE STAIRWAY. BATH 4 ) > co co ti 01 * PRIMARY HEATING SOURCE OF ENERGY: EXISTING GAS W Q 0 FURNACE FOR THE EXISTING STRUCTURES (BASEMENT AND _j I EXISTING MAIN FLOOR) 1 BUILT-IN NEW HEAT PUMP FOR NEWLY ADDED AREAS. BASEMENT FLOOR PLAN SCALE: 1 /4" = 1'-0" LO LO 6) N 2'-51/2" Z_0,- 1 M rM HEAD @ 7'-2" \ (V 18 0 w N 0 1 -19 0 �� w N 20 � Uj 0 8'-2" _ HEAD @ T-2" GUARDRAIL 1'-6' PER R301.5 & R312�� 3'-0" 1 36" MIN. ABOVE FINISHED DECK W/ INTERMEDIATES SPACED SUCH THAT 4" SPHERE CAN I NOT PASS T RU - TYP. I 0 DECK LO 14'-0"x29'-7" WOOD/TREX LINE OF ROOF F---- 13 DN BOVE — — =__ I� I 1 w1 m1 QI �1 01 cfl ZI = 12 10 9 1 8 1 6 5 1 4 1 3 2 1 4'-0" 10'- 14'-0" on, 28'-0" 17'-3" 10'-9" 8'-9y2" 2'-0" 21 011 '-6�2" 3�_0" 3,_0" 2'_52�� 16 P 1 M 14 TMP HEAD @ T-2" HEAD @ 7'-2"rVNN HEAD @ T-2" I - I � CV I N I O 0 13 M Q w 10 z: FAMILY GYM Im 18'-9"x13'-9" 11'-4"x13'-11" J N 1� 10LU N Iz o QJ 13'-2" I = 21_511 51_011 ----------BM----------- 10'-11y2" DINING 16'-9"x 18'-0" 5'-9" 00 N 1 N 11 4068 DBL DR HEAD @ T-2" N wine frig/ II d.w. I 10 I `_"' N frig frz. 1 I — — 51-311 o 10 o I I KITCHEN - 17'-3"x20'-7" -1 1 _ CV _ M 1 ® 1 00 f o0 00 0 I - 1 04 I U LLU ID 2 ITMP 3'-3" 4'-0" 3'-0 " 4 '-011 21- " 1 ;I;� 1 O 9 ., m l o 1 M M U.L. LISTED, DIRECT VENT z FIREPLACE INSTALL PER IMC 303 & 304 AND MANUFACTURER'S RECOMMENDATIONS m E)I F.P. SD/CO 13-1 � IW a1= 4'-0" WI 0 00 of o 0 1 w 0') M 2 15 ---- — — — — ia — — — — wall oven LOUI � 1 _ \ UP M N � @ _ — STORAGE BELOW L ING rn °O '� `fl 1" 'n UP @ 15 .5" CO RIS AC "' RS J ® 4.0 2050 DR LIVING 16'-9"x21'-10" I tiw�� 1 ���o N W = DN 1Q 1 = I zo 19'-8�2" co 1 - TiO EN RAI I - i- � I ('.'I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ------------------s+ui---------- -- POST PER POST PER 4'_0" I - II 11 STRUCT STRUCT N PROVIDE HANDRAIL PER IRC a@ O _9 1 1 1 1 ENTRY -1 HALL 2 R311.7.8 TYP, SEE DETAIL5/A5.0.1 w 4 I II li = 1 I 4068 DBL PKT DR 3 I I 2868 DR c4 0 ABOVE o II P WDER 1 00 23 MUD 6'-1 "x4'-7' E 1 - HD @ 8'-0" 8'-0"x4'-7" 10 Q 3080 DR E O OABOVE HEAD @ 8'-0" TMP � <(j ABOVE EXISTING OABOVE HEAD @ 8'-0" CONCRETE i c.4 I � ABOVE PORCH II 1 I F ---- --J I I 24 II 1 1 I L----- — — — — — — —--I --- 1--J LINE OF ROOF ABOVE 4'-7" 5�_0�� 4�_7�� �_3�� 3,_2�� 2'-11�2" 3�_0" 2'-9y2" 2'-1y2" 4' 0" 5 " 14'-2" 5'-10" 8'-9'v 6'-7" 35'-4" MAIN FLOOR PLAN SCALE: 1 /4" = 1'-0" VENTILATION SCHEDULE WHOLE HOUSE VENTILATION TO CONFORM TO M1507.3 Q 100 CFM ON SWITCH MECHANICAL VENTILATING 1 SYSTEMS IN BATHROOMS, 42 50 CFM ON SWITCH LAUNDRY ROOMS AND SIMILAR ROOMS SHOULD EXHAUST DIRECTLY TO THE OUTSIDE. THE Q 105 CFM CONTINUOUSLY POINT OF DISCHARGE OF 3 OPERATING WHOLE HOUSE EXHAUST AIR SHALL BE AT LEAST FAN, SIZED PER TABLE IRC THREE FEET FROM ANY OPENING M1507.3.3.(1) INTO THE BUILDING. VENTILATION SYSTEM AIRFLOW RATE REQUIREMENT FROM TABLE M1507.3.3(1): 105 CFM VENTILATION RATE FACTOR FROM TABLE M1507.3.3(2): x3 VENTILATION RATE: 315 CFM OSD SMOKE ALARMS (R314.2.2) O CARBON MONOXIDE ALARMS (R315.2.2) SD/Co HOME SQUARE FOOTAGE: BASEMENT: 1,348 SF (EXISTING) MAIN FLOOR: 1,388 SF (EXISTING) + 373 SF (NEW) = 1,761 SF UPPER FLOOR: 1,432 SF (NEW) TOTAL LIVING AREA: 4,541 SF (HEATED AREA) NEW GARAGE: 372 SF (UNHEATED AREA) NEW DECK: 414 SF 12602 REGISTERED ARCHITECT r NNY L. PAR S ATE OF WASHINGT N COPYRIGHT JINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED V CL 4111. H V wo O � 00 CIO J O' 0` _ = Q N V �� �Q �LU �� Q 0 1 N �0 I Z LU m Z CL Z Z Q 0 Q W LU O 00 W 01.1 Q U Z� Z W Q Q Z WL0 0`0 0 W u Date 03.12.21 Permit 07.19.21 Correction 1 BASEMENT & MAIN FLOOR PLANS Jul 20 2021 CITY OF EDMONDS AZ E ENT SERVI S TMENT ■ JPA # 052 Window, Skylight and Door Schedule .................... ..................... Project Information Contact Information Ga Residence Addition JEEn:j Park 855 Dayton St Ijinnyparkarch@gmail.com . . . . . . . . . . .`.'. . . . . . . . . . . . . . . ° Width Height ........................... Ref. , U-factor Qt. Feet Inch Feet Inch Area ° . Jlk . ' cempf Swinging door (24 sq.:ft..maz) , DR 0.25 1 3 21.0 5.25 Exempt Glazed. Fenestration (15 W. ft..rhax.) � HEH 0.0 .".0.0 Vertical Fenestration (Windows and doors) . . . . ° ° ° ° ° ° ° ° Component Width Height npscrintinn Ref U-factnr Ot Fppt Inch Foot Inch Area HA 1 GARAGE Marvin 0.25 2 ENTRY Marvin 0.23 3 ENTRY Marvin 0.23 4,5 MUD Marvin 0.23 6 POWDER1 Marvin 0.23 6a POWDER1 Marvin 0.23 7 HALL2 Marvin 0.23 8 STAIR Marvin 0.23 9 KITCHEN Marvin 0.25 10 KITCHEN Marvin 0.25 11 KITCHEN Marvin 0.23 12,13 GYM Marvin 0.23 14,15 GYM Marvin 0.25 16,17 FAMILY Marvin 0.23 18,20 FAMILY Marvin 0.23 19 FAMILY Marvin 0.23 21 DINING Marvin 0.25 22 DINING Marvin 0.23 23 LIVING Marvin 0.23 23a LIVING Marvin 0.23 24 LIVING Marvin 0.23 24a LIVING Marvin 0.23 25,26,27 M. BED Marvin 0.25 28,29,30 M. BED Marvin 0.23 31 M. BED Marvin 0.25 32 M. BATH, 33 BED2, 39 BED4 Marvin 0.25 34 BED3 Marvin 0.25 35 BED3 Marvin 0.25 36 BATH2, 37 BATH3 Marvin 0.25 38 BATH3 Marvin 0.25 40 LAUNDRY Marvin 0.25 41 LAUNDRY Marvin 0.23 42 M.BED Marvin 0.25 45 FAMILY Marvin 0.25 MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME ■MEMO MMEME ©MEMO ©MEMO ©MEMO MMEME MMEME ■MEN■ ■ME■■ ■ME■■ ©MEMO ©DEMO =MEMO MMEME MMEME ■MEMO Sum of Vertical Fenestration Area a/idVA 725.8 173.86 Vertical Fenestration Area Weighted U = UAIAfee 0.24 Overhead Glazing (Skylights)' Component , ° , ° , ° Width Height ° , ° , ° , Description Ref.' U-factor Qt. Feet Inch Feet Inch Area ° ° �UA ° ° 43 Marvin 0.50 1 1 2 ° 4 ° 44 Marvin 0.50 1 2 ° 3 ° ' ° °8.0 4.00 6.0 3.00 0.0 0.00 0.0 0.00 0.0 0.00 0.6 0.00 . ° Sum.bf Overhead Glazing Ar#&'and'UA. ' . ° 14.0 - .7.00 Overhead dazing Area Weighted U =•Ud/Area , ° ° 50° Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 760.81 186.11I simple Pleating system size: wasnington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information Gary Residence Addition Iiinny Park 855 Dayton St 'inn voarkarch(&Qmail.com Heating System Type: O All Other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Ed n:, nd AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area I ft) 1,805 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.0 14,440 Glazing and Doors U-Factor X Area = UA Instructions u-nz5 . I 0.250 726 181.50 Skylights U-Factor X Area = UA Instructions 0.50 14 7.00 Insulation Attic U-Factor X Area = UA Instructions Rag 0.026 1,116 29.02 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions l R-38�,1nted 0.027 F 403 10.88 Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions I sNlNr, a v n,e . No selection 1,152 -------- Floors U-Factor X Area UA _ Instructions r'R-SA 0.025 1,432 35.80 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions I sNlNr r R„N �� No selection --- Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions I Selectcond',tignini; �. I No selection 1 --- - Slab on Grade (see Figure 11 _ _ F-Factor X Length UA Instructions select R-Valk � No selection 0 _ Location of Ducts r.tions I Duct Leakage Coefficient I Conddlnn�d Sp.i<� 111 �. J 1.00 Sum of UA 264.20 Envelope Heat Load 12,153 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 7,174 Btu / Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 19,327 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 19,327 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 24,159 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump 0 DS. w 0- 0 J N M w a O J N M V. VALLEY RIDGE 4' PER FOOT MIN. w < SLOPE (D CRICKET O II N II DS. I C VALLEY 4" PER FOOT MIN. SLOPE FirVALLEY RIDGE STRIP VENT AT EAVE SOFFIT, TYPICAL MASTER BEDROOM VENTILATION: RAFTER VOID SPACE FILLED WITH SPRAY FOAM INSULATION, NO VENTILATION REQUIRED. II 11 CV 11 0 DS. I 2'-6" co w a o _4L n � n DS. Q DS. 0 Q DS. II II � II II II II I I I I CV I I II II II STRIP VENT AT EAVE GUTTER SOFFIT, TYPICAL MAIN ROOF VENTILATION: 1116 SQ FT / 150 = 7.44 SQ FT OF NET VENT AREA REQUIRED RIDGE VENT = 18 SQ IN / LIN FT / 144 = 0.125 SF / LIN FT 36 LIN FT OF RIDGE x 0.125 = 4.5 SF OF VENT 150 LINEAR FT CONTINUOUS METAL SOFFIT VENT AT EAVE 9 SQ IN / LINEAR FT = 0.0625 SQ FT / LF 150 x 0.0625 = 9.38 SQ FT OF VENT AT EAVES PROVIDED TOTAL: 16 + 9.38 = 25.38 SQ FT PROVIDED ROOF PLAN SCALE: 1 /4" = V-0" 00 _ Ln ti 28'-0" F - - - - - - - - - - - - - - - - - - - -11-- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- �, - - - - - - - - - - - II - - - I I 7„ 4,_0„ 7„ 4,_0„ 1,_9„ I � I C:) HEAD @ 6-8" HEAD @ 6-8" HEAD @ 6-8" o 44 TMP M Q U.L. LISTED, DIRECT VENT 2'XT = FIREPLACE INSTALL PER IMC 303 SKY TURER'S MANUFACOSp RECOMMENDATIONS WIC LIGHT ti O 9'-1"x9'-7° ABOVE 1 9 1 M. BED `° M F.P 1 I Zo 15'-10"x13'-10" - M - - = VAULTED CEILING AND RIDGE BEAM I 1 12'-0" _ ABOVE ~7 1 - 3'-0" 3,-51y2„ 00 0 C° 2868 BARN DR °P 1 o MF o IL o- - - - -- - - - - - 1 w ' o N M ---- _ = EGRESS = HEAD @ 6-8" 2868 PKT DR p 41 BM--- TMP SHOWER HEAD 6'-8" 1 0" -� I , „ „ _ 46"x72" --- 3'-10" Tg 42 co3-8 - o n Ds. 1 M I 0 o o"�C65" M. BATH I Cn 1 3r 11'4"x7'-0" 068 D oo o TMP = 1 -11 3 co - 00 I I N ATTICACCESSLAUNDRY 401 I ch = 1 V-8"xl0'-4" w icy 2x6 22"x 0" MIN. 4,_3„ 4 -6 = 2 2 2x _N FURNAC � ry N N 3' 4" 7'-10" \ C� co co o - M x BUILT-IN Im N N C) _ O Li 01 pl w OI col zl J I I I II =� I :12 SLOPE LOWER ROOF 4 L� I � I I I I I k. , DS. ----oL 33 @ QI EGRESS I¢ LI 01 i OSD BED 2 14'-8"x 10'-2" 2 �4„ � ' g1 - 2 ° SDO w N HALL 3,) _J m 0 z N _� co 0) 00 J LO co 0 v 4'-4" 00 IT N M 3'-11�2" x4' [KY 15 GHT DN ABOV 2668 DR LL 1_ 1 - 10 1 0 Z J CV OSD I BED 4 - 1 1 V-8"xl0'-0" CID 1 0 391I = EGRi SS - `? 014 co M 6'-0"11 1 1 _ `� 1 M N N 19 2668 DR 1 I ° OsD 2868 DR rn CO � r9 Ln M N I I I I 1 I I 2,_4„ I 1 1 , Zo 1 N 113BED '-O DO 9" I ®® o I N � I 38 o- co N N BATH 2 SHOWER 8"x43" SHOWER 58"x43' = BATH 3 o ao w 1 1 _ 6'-6"x7'-0" x \ 6'-0"x7'-8" _ L I 0 4:1 SLOPE CM CM ' ch HEAD @ 6'-8" HEAD @ 6'-8" HEAD @ 6-8" EGRESS 1 " 36 1 " 1 " 3'-9" 6'-0" 5'-0" 1 2 - �2 4'-0" 5 -9�2 5 -11 4'-0" 1'-6" 2 -9/2 12'- GUTTER L - - - - - -------------- --1—-1 LINE F ROOF AB E w 40'-0" w w I 1 LOWER ROOF 1 4:12 SLOPE 4:12 SLOPE 5:12 SLOPE 5:12 SLOPE 4:12 SLOPE 4:12 SLOPE 1 1< > < > < 1 1 GUTTER _ LINE OF WALL BELOW J� 1- - - - - - - Ds. Ds. - - - -LINE OF WALL BELOW DS. -DS.O � ^� �"1' Ibl UPPER FLOOR PLAN SCALE: 1 /4" = V-0" �26102 REGISTERED ARCHITECT N N Y L. PAR S ATE OF WASHINGT N COPYRIGHT TINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED V 0. 4111. V LU 11J O O N 00 U O` O,CN 2 T O� V r LU N QOp 1 �O w Z m Z Q Z Z Q O Q W CD 00 W v O%, Q U Z Z W Q _ < 0O Z WL0 00 ID W i Date 03.12.21 Permit 07.19.21 Correction 1 UPPER FLOOR) ROOF PLANS & WINDOW Scamui-E Jul 20 2021 CITY OF EDMONDS DEV ENT EUdJI RTME A202 JPA # 052 O w LOo CV J J Q 249.5' - T.O. ROOF AVERAGE ADE:224.5' L a CN i i i SOUTH (DAYTON ST) ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" METAL ROOFING, TYPICAL HORIZONTAL SIDING, PAINTED 228.8' - EX/FIN I \� J :X/FIN EAST (9TH AVE S) ELEVATION SCALE: 1/4" = 1'-0" IVLJrX 1 fl k/`\LLC T ) CLC Vt-% I IIJIV SCALE: 1/4" = 1'-0" EX/FIN 12602 REGISTERED ARCHITECT N N Y L. PAR S ATE OF WASHINGT N COPYRIGHT 0 JINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED V J .�I 9L W H V LU wo O �00 J O� 0, _ _ C' 1 02 V (� �Q M � � LLI N � N Lq Q Q o J �w z pp Z CL z z z O — Q Q w O o W w 00 z� z 0 W V; C) Q — Q Q Z O W 000 0 w Q Date 03.12.21 Permit 07.19.21 Correction 1 ELEVATIONS Jul 20 2021 CITY OF EDMONDS A EV MENT SE ES D RTME ■ JPA # 052 1.75:12 i i 2 � I ENGINEERED TRUSS ---- �— VAULTED CEILING @ENTRY EXISTING EXTERIOR LOWER CEILING BEAM PER STRUCTURAL WALL BEYOND BEYOND (E) ENTRY EXISTING WALL, SEE DETAIL / EXISTING CONC S OOP STEPS —� 228.0' - EX O 0 EXISTING SLAB ON GRADE TO REMAIN BUILDING SECTION SCALE: 1 /4" = V-0" a ti ENGINEERED TRUSS 1.75:12 NEW UPPER FLOOR EXISTING MAIN FLOOR FF EL=239.1' FF EL=229.9' EXISTING 2x10 JOISTS TO REMAIN EXISTING BASEMENT FF EL=221.4' BUILDING SECTION SCALE: 1/4" = V-0" R2 12 249.5' - T.O. ROOF CRICKET d 3.25 - - - - =� co 246,8 - T.O. PLATE CV VAULTED CEILING W/ SPRAY FOAM INSULATION I\ 2'-O" \ 6 00 C? NEW M.BED F2 F3 239.1 - T.O. SUBFLOOR _ NEW GYMIt ao NEW GARAGE W2 (W3 F1 229.9 - T.O. SUBFLOOR 219.7' `EX �I ` O FLOOR ASSEMBLIES: - 4" CONCRETE SLAB W/ - REINFORCING PER STRUC. - 6-MIL VAPOR BARRIER - 4" COMPACTED GRAVEL UPPER FLOOR - FINISH FLOOR PER PLANS - SHEATHING & NAILING PER STRUC. - FRAMING PER STRUC. - BATT INSULATION FOR NOISE REDUCTION - 1/2" GWB FLOOR OVER GARAGE/UNHEATED SPACE - FINISH FLOOR PER PLANS - SHEATHING & NAILING PER STRUC. - FRAMING PER STRUC. - BATT INSULATION (R-38 MIN) - 1" MINIMUM AIRSPACE - 5/8" TYPE-X GWB, MUD & TAPE FOR 1-HR RATING CANTILEVERED FLOOR - FINISH FLOOR PER PLANS - SHEATHING & NAILING PER STRUC. - FRAMING PER STRUC. - BATT INSULATION (R-38 MIN) - 1" MINIMUM AIRSPACE - VENTING PER PLANS - %2" FIBER CEMENT SOFFIT WALL ASSEMBLIES: EXTERIOR WALL - SIDING PER ELEVATION - 30# BUILDING PAPER - SHTG & NAILING PER STRUCTURAL - 2x6 STUDS PER STRUCTURAL - BATT INSULATION (R-21 MINIMUM) - %2" GWB - PVA PRIMER - PAINT WALL @ GARAGE & LIVING SPACE - 2" GWB - 2x6 STUDS PER STRUC. - INSULATION (R-21 MIN.) - %2" GWB - PVA PRIMER - PAINT GARAGE WALL - SIDING PER ELEVATION - 30# BUILDING PAPER - SHTG, NAILING & STRAPPING PER STRUC. - 2x6 STUDS PER STRUC. BUILDING SECTION ROOF ASSEMBLIES: ROOF - STANDING SEAM METAL ROOF PANELS -MEMBRANE - SHEATHING & NAILING PER STRUCTURAL - VENTING PER PLANS - BATT INSULATION (R-49 MINIMUM) - ROOF TRUSSES PER STRUCTURAL GWB CEILING ROOF OVER VAULTED CEILING - STANDING SEAM METAL ROOF PANELS -MEMBRANE - SHEATHING AND NAILING PER STRUC - SPRAY FOAM, 3" THICK, R-18, AIR IMPERMEABLE, INSTALLED IN DIRECT CONTACT W/ FLOOR SHEATHING - BLOWN -IN INSULATION, R-20 MINIMUM, INSTALLED DIRECTLY UNDER SPRAY FOAM INSULATION - ROOF TRUSSES PER STRUCTURAL - 8" GWB CEILING NOTE: UNVENTED ASSEMBLY TO COMPLY WITH SRC R806.5 "SPRAY -FOAM INSULATION MUST BE APPLIED BY CERTIFIED INSTALLERS. A COPY OF THE INSTALLER'S CERTIFICATION MUST BE ON SITE FOR FIELD INSPECTOR VERIFICATION." ROOF OVER DECK -MEMBRANE - SHEATHING & NAILING PER STRUCTURAL - VENTING PER PLANS - ROOF TRUSSES PER STRUCTURAL - EXTERIOR GRADE SOFFIT 12602 REGISTERED ARCHITECT NN. PAR STATE OF WASHINGT N COPYRIGHT JINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED V �I .�I W w H V Uj wo 00 0 U J C>, � O` _ _ N � 02 V00 M r ui Q r N � N Q a of he "O I ; z z Q z z Q CD Q w W 0 � 00 W °1 z� z 0 W V; C) Q _ Q Q Z O W 000 0 w u Date 03.12.21 Permit 07.19.21 Correction 1 BUILDING SECTIONS ASSEMBLIES Jul 20 2021 CITY OF EDMONDS A EVEL MENT SE ES ARTME 4 ■ JPA # 052 2602 REGISTERED ARCHITECT z CO SLOPE FIN GRADE AWAY FROM BUILDING 4" DIA. DOWNSPOUT TIGHTLINE Cfl z FILTER FABRIC 4" PERFORATED PVC FOOTING DRAIN PEA GRAVEL OR CLEAN %" CRUSHED STONE WALL ASSEMBLY PER SECTION 2x6 P.T. PLATE EPDM AIR SEAL GASKET TYPICAL T.O. CONCRETE WALL EXPANSION JOINT 4" REINFORCED CONC SLAB CONCRETE RATED MOISTURE BARRIER OMNI � .-- �. •, FOOTING & FOUNDATION WALL PER STRUCTURAL GARAGE FOUNDATION TYP SCALE: 1 "=1'-0" 1 1/4" O.D. MIN. NOTE: SPACING BETWEEN INTERMEDIATE CONT. HANDRAIL GUARDRAIL MEMBERS TO BE A MAXIMUM OF 4" 1 1/2" CLEAR AT CLEAR: SUCH THAT A SPHERE OF 4" DIAMETER WALLS AND ENDS SHALL NOT PASS THROUGH ANY OPENING. HANDRAILS TO CONFORM TO IRC R311.7.8. 2 (V M z O A-34 FRAMING ANCHOR O z (0 MINIMUM STAIR TREAD WIDTH O OF A WINDER TO 6" MINIMUM z AT THE NARROWEST POINT w > O m ir Q i, 10" MIN. i, C STAIR SCALE: 1 "=1'-0" (1) LAYER %" GWB BELOW STAIRS (3) 2x12 STRINGERS FIRE BLOCKING @ MID - SPAN & @ WALL ALONG STRINGER BETWEEN STUDS AND AT TOP AND BOTTOM OF STAIRS 2x4 THRUST BLOCK NOTE: NOSING NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11" PER IRC R311.7.5.3 EXCEPTION ROOF ASSEMBLY PER SECTION METAL FLASHING, OVERLAP GUTTER METAL GUTTER --�N %4" x 6" FASCIA 2x6 DUMMY RAFTER, ALIGN UNDER TAIL AND DECKING CONCEALED HANGER AT UPPER END SCREW OUTER END THRU 2x4 TAIL, DECKING. COVER SCREW W/ FASCIA EAVE SCALE: 1 "=1'-0" ROOF ASSEMBLY PER SECTION METAL FLASHING, OVERLAP GUTTER METAL GUTTER %4" x 6" FASCIA 2x6 DUMMY RAFTER, ALIGN UNDER TAIL AND DECKING CONCEALED HANGER AT UPPER END SCREW OUTER END THRU 2x4 TAIL, DECKING. COVER SCREW W/ FASCIA CONTINUOUS METAL SCREEN VENT 2x12 RAKE FASCIA BEYOND 1x10 FRIEZE BOARD f----EXTERIOR GRADE SOFFIT 2x12 RAKE FASCIA BEYOND ROOF ASSEMBLY PER SECTION METAL FLASHING Y2,,x3Y2"- RAISED TRUSS Y4" x 12" F 1x10 FRIEZE BOARD * R-49 INSULATION NOT SHOWN EXTE SEISMIC CLIP 2x LO * R-38 INSULATION NOT SHOWN EAVE @VAULTED RAFTER SCALE: 1 "=1'-0" RAFTERS PER STRUCTURAL SEISMIC CLIP 1x FIR RAKE SCALE: 1 "=1'-0" ROOF ASSEMBLY PER SECTION METAL FLASHING � —2x SUBFASCIAfz'—— — — — - - - - - - OL %" x 3%" TRIM Y4' x 12" FASCIA * R-38 INSULATION NOT SHOWN RAFTERS PER STRUCTURAL EXTERIOR GRADE SOFFIT 2x LOOKOUTS -� 1x FRIEZE BOARD RAKE @VAULTED RAFTER SCALE: 1 "=1'-0" WALL ASSEMBLY PER SECTION BEAM PER STRUCTURAL DRIP FLASHING VENTING PER PLANS 2" INSULATION BAFFLE FLOOR ASSEMBLY PER SECTION CANTILEVER SCALE: 1 "=1'-0" EXTERIOR WALL @ MAIN FLOOR 8 SCALE:1/2"=1'-0" IN9Y L. PAR ATE OF WASHING COPYRIGHT QC JINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED U J J W Ck U LU U a a CL z z Q W U z W W me gx u w o O V, U 00 J p. 01 _ Q O� U N Q �3 Lo w r- = N Q LO C) w "o w z m z P- O LLI CV LU F- � V) Q z� 0 F- C� >- 0 Q Z 00 00 0 Uj Date 03.12.21 Permit 07.19.21 Correction 1 DETAILS Jul 20 2021 EDMO A jRTME! NTS ■ J PA # 052 2602 REGISTERED ARCHITECT STEP 1 - VYCORN ER STEP 2 - SAF TABS STEP 7 - SECOND SAF JAMB LEAVE 4" OF PAPER ON SIDE OF JAMB FLASHING (TO BE ADHERED TO BUILDING WRAP) LAP ONTO SIDE OF WINDOW STEP 3-SAF SILL SAF SILL FLASHING LEAVE 4" OF PAPER ON BOTTOM OF SILL FLASHING (TO BE ADHERED TO BUILDING WRAP) STEP 4 - SAF JAMB STEP 8 - METAL HEAD FLASHING STEP 9 - SAF HEAD FLASHING PROVIDE END DAM ON HEAD FLASHING IN STUCCO ) FLASHING WINDOW FLASHING INSTALLATION SCALE:NTS NOTE: HOSE TEST FIRST WINDOW INSTALLED TO TEST FOR WATER INFILTRATION STEP 5 - SAF HEAD STEP 10 - BUILDING WRAP P'%VI ILI\L VILL FLASHING TO BUILDING WRAP STEP 6 - WINDOW I I` INKY L. PAR ATE OF WASHING COPYRIGHT QC JINNY PARK ARCHITECTURE, PLLC ALL RIGHTS RESERVED U CL W H U � LU wo 0 U °�° J D\ � _ D` � Q V 3 �� -w 4-� N Q CD J '0 w z z m DC Q CL Z Z Z 0 0 CD CV Q W W CD 00 W � Q U z� Z ' W F- V) Q Q Z W 66 0 Ix Date 03.12.21 Permit 07.19.21 Correction 1 DETAILS Jul 20 2021 C EDMOND EV MENT SE S TM ENT J PA # 052 DESIGN NOTES IAInn Fl WOOD FASTENER (CONTINUE) 110no] no] al ffj 0 % &Td11maTI cn z w 1. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 10 PSF TOP CHORD + 5 PSF BOTTOM CHORD FLOOR LIVE LOAD = 40 PSF (LIVING SPACE) DECK LIVE LOAD = 60 PSF 2. WIND LOAD: WIND LOADS SHALL BE IN ACCORDANCE WITH THE IBC SECTION 1609 & ASCE 7-10, CHAPTER 26 THRU 31. WIND IMPORTANCE FACTOR (IW) = 1.0, WIND EXPOSURE "B" BASIC WIND SPEED (V3s) = 110 mph TOPOGRAPHIC EFFECT (Kn) = 1.0 3. SEISMIC LOAD: EARTHQUAKE LOADS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (SECTION 1613) & ASCE 7-10, CHAPTER 12. SEISMIC IMPORTANCE FACTOR (IE) = 1.0, SITE CLASS "D", R = 6.5 Ss = 1.323g, S, = 0.506g, Sos = 0.882g, Ss, = 0.506g SEISMIC DESIGN CATEGORY = "D" OR 12" 4. DESIGN REFERENCES: • IBC 2018, INTERNATIONAL BUILDING CODE 2018 WITH WASHINGTON STATE & CITY OF EDMONDS AMENDMENT. • IRC 2018, INTERNATIONAL RESIDENTIAL CODE 2018 WITH WASHINGTON STATE & CITY OF EDMONDS AMENDMENT. • ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE. • ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY. • ACI 503-16/ASCE 5-16/TMS 402-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE. • ANSI/AWC NDS-2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION WITH COMMENTARY • ANSI/AF&PA SDPWS-2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC WITH COMMENTARY GENERAL NOTE 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. VERIFY ALL CONDITIONS, DIMENSIONS AND ROUGH OPENINGS BEFORE PROCEEDING. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND WITH THE INFORMATION GIVEN ON THE DRAWINGS. DO NOT SCALE DRAWINGS. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR IN CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER. 4. ALL EXTERIOR OPENINGS AROUND DOORS AND WINDOWS, BETWEEN WALLS AND FOUNDATIONS, WALLS AND ROOFS AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, SHALL BE SEALED, CAULKED, GASKETTED OR WEATHERSTRIPPED TO LIMIT AIR/WATER LEAKAGE. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: • JOISTS & RAFTERS: HF#2 OR BETTER • BEAMS: DF#1 OR BETTER • STUDS, PLATES & MISC. FRAMING: HF STUD GRADE 2. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED SHEATHING WITH EXPOSURE 1 CLASSIFICATION. • ROOF SHEATHING SHALL BE 1 /2" (NOMINAL) WITH SPAN RATING 24/0. • FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 40/20. • WALL SHEATHING SHALL BE 1 /2" (NOMINAL) WITH SPAN RATING 24/0. • REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 3. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 4. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR LATEST CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. MANUFACTURED LUMBER 2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL GLUED LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. GLULAM COLUMNS SHALL BE DOUG- LAS FIR COMBINATION NO.5, Fc = 2400 PSI, E = 2,000,000 PSI. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND ICC-ES REPORT NO. EST-1153. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL HE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. TIMBERSTRAND LAMINATED STRAND LUMBER (LSL), PARALLAM PARALLEL STRAND LUMBER (PSL), AND MIROLLAM LAMINATED VENEER LUMBER (LVL) SHLL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT NO. ESR-1387 AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: LSL Fb= 2,325 psi, E= 1,550 ksi, Fv= 310 psi, Fc= 2,170 psi LVL Fb= 2,600 psi, E= 2,000 ksi, Fv= 285 psi, Fc= 2,510 psi PSL Fb= 2,900 psi, E= 2,200 ksi, Fv= 290 psi, Fc= 2,900 psi WOOD FASTENER NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" FOUNDATION 8d 2-1/2" 0.131 " 1 Od 3" 0.148" 1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST TO THE FROST 16d 3-1/2" 0.162" DEPTH BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APA RATED SHEATING): FOUNDATION DESIGN CRITERIA SIZE EQUIV. SPAPLE MINIMUM LENGTH ALLOWABLE SOIL BEARING = 2,000 psf 6d 16 GA. 0.113" EQUIVALENT FLUID PRESSURE = 250 pcf 8d 15 GA. 0.131 " COEFFICIENT OF FRICTION = 0.3 10d 13 GA. 0.148" THE NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL BE NOT LESS THAN THAT SET FORTH IN IRC TABLE R602.3(1) OR IBC TABLE 2304.10.1. IF CONTRACTOR PROPOSES THE USE OF ALTERNATE FASTENERS, THEY SHALL SUBMIT FASTENER SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS AND STAPLES - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FOR CORROSION PROTECTION. CONCRETE: (CAST -IN -PLACE) 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 4,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 3" TO 5". 2. THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 3. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE PROJECT ARCHITECT/ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. 4. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1 /4" AMPLITUDE. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. 5. VERIFY ALL BLOCKOUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING S1, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. 2. BARS IN SLABS SHALL BE SUPPORTED ON WELL -CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. 3. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CAST AGAINST EARTH ........................ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .......................... 2 IN. #5 AND SMALLER & WWF ........... 1 1 /2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:: SLAB AND WALL ........................ 3/4 IN. BEAMS AND COLUMNS ............... 1 1 /2 IN. ANCHORAGE 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS (CMU) WILL BE "KWIK BOLT 3" AS MANUFACTURED BY THE HILTI, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-1385, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICBO, OR ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITY. 2. EPDXY -GROUTED ITMES (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT -SD 500" AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2322. RODS SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED PER IBC CHAPTER 17. CENTER LINE o a o It PLATE > a (E) EXISTING a (N) NEW Q o 0- of w ATR ALL TREADED ROD 0 0 uj WWF WELDED WIRE FABRIC w ccn E.W. EACH WAY v w L.W. LENGTH WISE W.W. WIDTH WISE m Q LO FND FOUNDATION Qco co ui Co FTG FOOTING o GLIB GLULAM BEAM E HDR HEADER °zl-°r. M ui o N THK THICKNESS) 0 co Lo � .0, V N N CV UON/UNO UNLESS OTHERWISE NOTED m m Luj X o ® ��._ EXISTING COLUMN O POINT LOAD FROM ABOVECD a W c" co NEW BEAM OR HEADER 7z- co Q sl_ =5 N N v co Y EXISTING JOISTS OR RAFTERS � oLU w m J J NEW FLOOR JOIST Q 16" O.C. PER PLAN (U.N.O.) W/ HANGER EXISTING WALL TO BE REMOVED LNG U. cy SW# SHEAR WALL TYPE. <b `VA REFER TO SHEAR WALL SCHEDULE. O SIMPSON STRONG -TIE HOLD-DOWN 43162 MST48 TYPE AND LOCATION O��SSONAL 1 6/15/2021 S1.0 DETAIL REFERENCE 1 ELEVATION REFERENCE S1.0 _10 1 A SECTION REFERENCE S1.0 P1-# SHEARWALL TYPE W i-�-I O w o ^ w I -I 00 O I --I co Q Q W o Q 0 0 Lo Lo M� oo w 0 SUBMITTAL y.[11M1I:L, "IiIr&%MMl/:11 0.1a0ill :�IIIr191arem no a ll II0:lOZI]�:ZyaIItoI OR ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING FOLLOWING: CONCRETE OR MASONRY J uj REINFORCEMENT, PRECAST OR PRE -STRESSED CONCRETE ITEMS, w < O EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, SHEAR STUD LAYOUT, METAL GRATING, CLADDING PANELS, AND STAIRS. w U Of Lu IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF W z THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND Lu (D SIGNATURE OF THE RECORD OF ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. I SHEET NUMBER PROJECT # I 2101 z w 1 L J FOUNDATION & SLAB PLAN SCALE: 1/4" = 1'-0" FOUNDATIONNOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. 2. FOR SLAB -ON -GRADE JOINTS, SEE DETAIL 9/S2.1. 3. SILL PLATE IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. FLOOR FRAMING NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" APA RATED T&G SHEATHING (INDEX 48/24). NAIL SHEATHING TO FRAMING W/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 8d NAILS @ 12" O.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). 2. ALL RIM JOIST SHALL BE 1-1/4" THICK TIMBERSTRAND (LSL) FOR TJI FLOOR JOISTS OR 2x HF#2 FOR 2x FLOOR JOISTS (U.N.O.) 4. FOR SHEAR WALL, ATTACH THE SILL PLATE TO CONCRETE FOUNDATION WITH 5/8"� x 10" MINIMUM ANCHOR BOLT PER SHEAR WALL SCHEDULE 3. ADD BRIDGING/BLOCKING BETWEEN FLOOR JOISTS AT 8'-0" O.C. MAXIMUM AND WITH MIN. 7" EMBED. ADD DOUBLE JOIST WHERE IT SHOWN. 5. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 2,500 psi (min.) CONCRETE ON SITE FOR BUILDING INSPECTOR VERIFICATION AT UNDER -FLOOR INSPECTION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT PER IRC TABLE 402.2) 6. ALL HARDWARE NOTED ON PLANS ARE SIMPSON STRONG -TIE OR APPROVED EQUAL SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL. 7. WHERE 3x P.T. FOUNDATION SILL PLATE IS USED, CONNECT STUD TO ALL PLATE WITH 4-8d COMMON TOE NAILS AND 2-20d COMMON END NAILS. 8. AT CRAWL SPACE, 18" MINIMUM CLEARANCE UNDER JOISTS 12" MINIMUM CLEARANCE UNDER BEAMS. INSTALL 6 MIL VAPOR BARRIER (BLACK) THROUGHOUT. 9. 6"x16" SCREENED FOUNDATION VENTS EQUALLY SPACED AT FOUNDATION WALL COVER W/ 1 /4" CORROSION RESISTANT WIRE MESH PER IRC 2018 SECTION R408.1. FOOTING SCHEDULE MARK SIZE REINFORCING F16x8 16" CONT. x 8" THK. SEE STEM WALL DETAIL F2.0 2'-0" x 2'-0" x 0'-8" 2-#4 EA. WAY BOTTOM F2.5 2'-6" x 2'-6" x 0'-10" 3-#4 EA. WAY BOTTOM F3.0 3'-0" x 3'-0" x 0'-10" 4-#4 EA. WAY BOTTOM F3.5 3'-6" x 3'-6" x 0'-6" 4-#4 EA. WAY BOTTOM NOTE: 1. ALL ANCHOR BOLTS TO BE A307 STANDARD J-BOLTS. A36 THREADED ROD WITH SIMPSON SET-XP OR HILTI HIT -RE 500 EPDXY ANCHOR MAY BE SUBSTITUTED WITH EQUAL EMBEDMENT. m z 75 o O O > U o H U w w w 0 0 O p LL. w w W U) ry } m z Lu Q 0 CV M CV L.0 CO Q LU O 0 v I 0 a0 U rO)m"_ N N O C v cn _ _ U m �w X cap w � 0 ~ W Of rn _w W �� N co 0 co ::5 N N� mw i -& LU 0 Of m U a 4. EXTERIOR WALLS TO BE FRAMED W/ 2x6 HF#2 STUDS @ 16" O.C. (U.N.O.) NW021 EXCEPT (2) 2x6 HF#2 Q 16" O.C. AT STAIR OPENING NORTH WALL. 5. INTERIOR WALLS TO BE FRAMED W/ 2x4 HF#2 STUDS @ 16" O.C. (U.N.O.) 6. COLUMNS Q HEADERS AND BEAMS TO BE (2) 2x HF#2 STUDS (U.N.O.) 7. ALL OUTDOOR CONNECTING HARDWARE SHALL BE GALVANIZED. 8. ALIGN A BLOCKING OVER FULL LENGTH OF ALL BEARING WALLS. 9. ALL HEADERS NOT SHOWN ON PLAN SHALL BE 410 HF#2 FOR EXTERIOR AND INTERIOR BEARING WALL. 10. FOR TOP PLATE SPLICE, SEE DETAIL 1 /S2.1. 11. ATTACH NON -BEARING WALLS TO BOTTOM OF TRUSSES/RAFTERS WITH SIMPSON "STC" CLIPS @ 48" O.C. INSTALL IN ACCORDANCE WITH MFR.'S RECOMMENDATIONS. 12. ALL FRAMING HARDWARE NOTED ON PLANS SHALL MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUAL. NOTE: 1. SEE SHEAR WALL SCHEDULE AT SHEET S1.4. 2. PROVIDE SHEAR WALL (SW1) AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. x a W J w w 2 (n LUo w 00 � rn 2' �z O o Q z o O Loo 000 LU I SHEET NUMBER Simi PROJECT # I 2101 U) z w 5 2 6x10 (HDR1 a) LPL 5 S2. 5 I I I I I I C.1 x 0 N _EX1 I Q 1 � _ IN I IW CD �T J X J 2'" ` -1— I A W L -1 ' IN NEW DECK JOIST W �- J HF#2 P.T. @ 16 O.C. (DJ1a) J I o — J X I-� - - - 6x10 - - 1 I O --- — I � I � ' X J _---- 1 W 9 A S2.3 1 v.1 n EXISTING 2X10 FLOOR JOISTS @ 16" O.C. -0" 12 2. I(E) CE) EXISTING 2X10 FLOOR JOISTS @ 16" O.C. REPLACE EXISTING - - - JOISTS W/ 2x10 FLOOR - - (E) - - JOISTS @ 16" O.C. J ^J' E REMOVE OLD STAIR CASE 11 JII J ' L �IIr J O L — 1 r X � 1 L — EXISTING 2X10 FLOOR JOISTS @ 16" O.C. _ - n J L � 1 — X , r N L ^� r N I MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" N I I I = 'AI A E I I III Ljj I I N EXISTING 2X10 FLOOR JOISTS @ 16" O.C. 11 (E) II(E) 3 11'-4 7/8" 6x8 (HDR) T6x8 (HDR) 6x8 (HDR) 6x8 (HDR) II 7 ^ o V.,C�I NI 1 ' m, F,P o _ CD�h °OI I_I I II I I 7 LL I I S2.3 O00 00 XI x 1 JL JL JL JL JL JL JL J JL JL JL JL 6x8 I 5-1/4"x11-7/8" PSL (FB2a) (FB2a) 6x8 DF#2 J _ I - - - - � L r L� - - T IF]I' �T 100 x 91 — — Cfl N �— — — J S2.3 / L I'll IT — — I 1 - _ - " --- ---- L J r — - �T L L 1 - -- - -__________ -____ — — -- --7t — — L A _ — ' i L --J L- - - - - - - III - N ,� r _00 L. M r _ LL — — — OUTLINE OF NEW '- - - 11-7/8" TJI 110 @ 16" - 1 '-' L ^X !! r 'a �' r�------ ---------- -11- --- --- TJI 110 @ 16" O.C. O.C. J �----------- 11-7/8" DECK BELOW M - (FJ2b) -� I I III � m - - (FJ2- c) I I I I J =�� III-----J ------- L-- _ r J L L 1 — — - - - - -j m 6x 12 1 (FI'B2-e-)-- _ J , _DF# --- ----- ----------------------- --------— -------_ J 0- 0 r — r — — IIIL N ao I L N I r m J I - - 11-7/8ff T I r - � I� T1-6 @ I T6' F1 - - I - - � - aC. L - FJ2d - 2x8 HF#2 � - L r - - - - @ 12"O.C. L Q I III I I I I x r r 77-- - - - 00 1 X - Cfl L r I'Ico — — —&FJ 12" O.C. — — J , n n 4-,'11-7Z8 TJI_110 @ 16 O.C. _ - - -� - - � 11 (FJ2c) 77 - - - - - ------1-- --J-L---- ------- ----1L--------------- - - 6x12 DF#1 (FB2e) 5-1/4"x16" PSL (FB2h) 5-1/4"x16" PSL (FB2i) LOWER ROOF _ - - J- ' r TRUSS @ 24" O.C. m m 00 ^ PRE-FAB LOWER ROOF J I I L PRE-FAB LO ER ROOF J = I _ TRUSS @ 24" O.C. ' ' r TRUSS @ 24': O.C. 'x c X Qo — — — J L r — — I I I I I I pppr-1 1 (ODR) I 6x� (HDK) Px8 I I I I 6x8 (HDRI I I I I I I I II I I III � 2 UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" m z O > a U H w w of o 0-w elf 0- O p LL Lu Lu cn U) w } LJ N N m Q z o M CQO Q oLu o o v • 00 O) U n N 4 00 V N N L) U m m X o Lu 0 F-- LL- Lu Q � s a V W c" 0,3 � co Cr) a CV N w _� i Lu W co U J o IN cl:�@) Qc� cn LLI (n 2 o2SOfz 2.4 �00_j J LL w of Z 2 U) Q 0- Q LL I SHEET NUMBER S102 )21 1 PROJECT # I 2101 z w ROOF FRAMING NOTES 1. TYPICAL ROOF FRAMING CONSISTS OF 15/32" APA RATED T&G SHEATHING (INDEX 32/16). NAIL SHEATHING TO FRAMING W/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 8d NAILS @ 12" O.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). 2. SEE GENERAL STRUCTURAL NOTE FOR DESIGN ROOF LOADS WHICH INCLUDE FUTURE SOLAR PANEL INSTALLATION. PRE -MANUFACTURED ROOF TRUSS DESIGN SHALL BE SUBMITTED TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR. ONE COPY SHALL SUBMIT TO CITY OR COUNTY APPROVAL. 3. EXTERIOR WALLS TO BE FRAMED W/ 2x6 HF#2 STUDS @ 16" O.C. (U.N.O.) EXCEPT (2) 2x6 HF#2 @ 16" O.C. AT STAIR OPENING NORTH WALL. 4. INTERIOR WALLS TO BE FRAMED W/ 2x4 HF#2 STUDS @ 16" O.C. (U.N.O.) 5. COLUMNS @ HEADERS AND BEAMS TO BE (2) 2x HF#2 STUDS (U.N.O.) 6. ALL OUTDOOR CONNECTING HARDWARE SHALL BE GALVANIZED. 7. ALIGN A BLOCKING OVER FULL LENGTH OF ALL BEARING WALLS. 8. ALL HEADERS NOT SHOWN ON PLAN SHALL BE 48 HF#2 FOR EXTERIOR AND INTERIOR BEARING WALL (U.N.O.). SEE HEADER SCHEDULE IN S2.1. 9. FOR TOP PLATE SPLICE, SEE DETAIL 1 /S2.1. 10. ATTACH NON -BEARING WALLS TO BOTTOM OF TRUSSES/RAFTERS WITH SIMPSON "STC" CLIPS @ 48" O.C. INSTALL IN ACCORDANCE WITH MFR.'S RECOMMENDATIONS. 11. ALL FRAMING HARDWARE NOTED ON PLANS SHALL MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUAL. NOTE: 1. ROOF FRAMING PLAN IS CONCEPTUAL. PRE -FABRICATED ROOF TRUSSES @ 24" O.C. DESIGN BY OTHER. 2. OVER FRAME ON HATCHED AREA. m z 75 O O > U o H U IL w w 0ry w O p LL. w w cn U) ry } m z Lu Q 0 CV M CV L.0 CO Q LU O 0 v I 0 a0 U rO)m"_ N N O C v U m �w cap LuX � 0 ~ W Of rn _w a � Lu �� N co 0 co :3 N N� mw i -& Lu 0 Of m U a x a w J W W 2 (n Z Q (7 CZ G Q ry LL LL O O ry )21 w o w 00 z O Q Q z p O L o 000 L U I SHEET NUMBER 1 ROOF FRAMING PLAN S103 S1.3 SCALE: 1/4" = 1'-O" PROJECT # 2101 00 0 cn MST37 SW1 SW1 SW1 MSTC66B3 MSTC6663 2ND FLOOR SHEAR WALL PLAN SCALE: N.T.S. STHD8 SW1 LJ J �I II II II II II II lil BASEMENT SHEAR WALL PLAN Lo MST37 SW1 HTT5 HTT5 MST37 1 ST FLOOR SHEAR WALL PLAN SCALE: N.T.S. SHEAR WALL SCHEDULE 000O BASEMENT SHEAR WALL PLAN Lo MST37 SW1 HTT5 HTT5 MST37 1 ST FLOOR SHEAR WALL PLAN SCALE: N.T.S. SHEAR WALL SCHEDULE 000O 0 0 0 O O O ALLOW MARK WALL TYPE SIDE EDGE NAILING FIELD NAILING FRAMING @SHEATHING SHEAR TRANSFER CLIP SILL TO WOOD CONC. ANCHOR LOAD WIND SEISMIC ADJOINING STRUCT I CONNECTION BOLT SPACING PANEL EDGE SW1 P1-6 7/16" OR 15/32" ONE 8d ® 6" O.C. 12 O.C. 2x A35 CLIP @ 48" O.C. 16d @ 6" O.C. 5/8"0 ® 48" O.C. 405 316 SW2 P1-4 7/16" OR 15/32" ONE 8d ® 4" O.C. 12 O.C. 2x A35 CLIP @ 24" O.C. 16d @ 4" O.C. 5/8"0 ® 32" O.C. 600 428 SW3 P1-3 7/16" OR 15/32" ONE 10d 3" O.C. 12 O.C. 3x OR (2) 2x A35 CLIP ® 16" O.C. 16d @ 3" O.C. 5/8"0 ® 24" O.C. 781 558 SW4 P1-2 15/32" ONE 2" O O.C. 12" O.C. 3x OR (2) 2x A35 CLIP @ 8" O.C. (2) 16d @ 3" O.C. 5/8"0 ® 16" O.C. 1002 716 SW5 P2-4 7/16" OR 15/32" TWO 10d @ 4" O.C. 12" O.C. 3x OR (2) 2x A35 CLIP @ 6" O.C. (2) 16d Q 3" O.C. 5/8"0 ® 16" O.C. 1200 856 SW6 P2-3 7/16" OR 15/32" TWO 10d 3" O.C. 8 O.C. 3x OR (2) 2x A35 CLIP ® 6" O.C. (2) 16d @ 3" O.C. 5/8"0 ® 12" O.C. 1562 1116 SW7 P2-2 7/16" OR 15/32" TWO 10d ® 2" O.C. 6 O.C. 3x OR (2) 2x A35 CLIP @ 6" O.C. (2) 16d ® 3" O.C. 5/8"0 ® 10" O.C. 2004 1432 PANEL/ 1EDGE SIDE NAILING SHEARWALL SCHEDULE NOTES: 1. SHEAR WALL MARK CALLOUTS REFER TO SHEAR WALL SCHEDULE ABOVE. ALL COMPONENTS FOR EACH SHEAR WALL TYPE OCCUR IN THE WALLS BETWEEN THE LEVEL WHERE THE CALL OUTS OCCUR AND THE LEVEL ABOVE. PROVIDE SHEAR WALL P1-6 AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 2. APA RATED STRUCTURAL GRADE OSB MAY BE SUBSTITUTED FOR CDX PLYWOOD. 3. STUD FRAMING MEMBERS SHALL BE 2X (UNO) HEM —FIR STUD GRADE OR BETTER ® 16" O.C. (MAX). 4. BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING (UNO). z W m z 0 O O > U H cb of U w w w 0 0 O p LL.w Lu U) U) � } m z Lu < o CV M CV � CO Q LU O 0 v I 0 a0 U r6)m"_ N N O m �w X p w � 0 ~ W of rn _w Q a v W N co 0 C� co :3 N N� mw i LU W m U J a 5. FIELD NAILING SHALL BE @ 12" O.C. MAX (UNO) ON INTERMEDIATE SUPPORT. STAPLES SHALL HAVE A MIN CROWN WIDTH OF 7/16". MINIMUM FASTENER DIMENSIONS SHALL BE AS FOLLOWS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 16d 3-1/2" 0.162" 6. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES. rT, 7. ALL FRAMING MEMBERS (PLATE, STUDS AND BLOCKING) RECEIVING EDGE NAILING (LESS THAN 3" O.C.) w FROM ADJOINING WOOD PANELS SHALL BE (2) 2x OR 3X (MIN) MEMBERS AND ALL NAILING MUST BE STAGGERED TO MINIMIZE WOOD SPLITTING. 8. WHERE SHEAR WALLS SIT DIRECTLY ON CONCRETE, CONNECT FOUNDATION SILL PLATE SHALL BE PRESSURE TREATED LUMBER AND DIRECTLY TO CONCRETE WITH SILL/ANCHOR BOLTS AS NOTED. ly- 9. PROVIDE 2x MIN (UNO) PRESSURE TREATED BOTTOM SILL PLATE TO CONCRETE FOUNDATION AND 5/8"0 O H J—BOLTS WITH MINIMUM 7" EMBEDMENT INTO CONCRETE. ANCHOR BOLTS ® 4'-0" O.C. AND WITHIN 6" 0 TO 12" FROM THE END CUT OF THE SILL, UNLESS NOTED OTHERWISE. PROVIDE 3"x3"x1/4" PLATE of W WASHERS AT ALL ANCHOR BOLTS. ALTERNATIVELY USE SIMPSON "URFP" RETROFIT FOUNDATION PLATE PER ANCHOR BOLT SPACING. W � w 10. HOLDOWNS AND STRAPS OCCUR AT LEVEL WHERE THE CALLOUT OCCURS, STRAPS SHALL BE CENTERED a ON RIM JOIST OR BLOCKOUT, UNLESS NOTED OTHERWISE. SEE HOLDOWN SCHEDULE. 11. SHEATHING & EDGE NAILING SHALL BE CONTINUOUS OVER DOOR OR WINDOW OPENINGS. 12. ANY DAMAGED WOOD MEMBER SHOULD BE REPAIRED OR REPLACED BEFORE COVER WITH SHEATHING, O AND ALL WOOD WALL SHEATHING SHALL BE REPLACED. u) Z Q W J J � J � J W W 2 (n Q Lu U) )21 W C-4O LuoO 2' Z O o Q Z p O � 0 0000 W I SHEET NUMBER S104 SCALE: N.T.S. PROJECT # I 2101 cn z w DOUBLE TOP PLATE — 48" MIN. LAP 48" MIN. LAP BEARING (12)-16d COMMON 2x4 FRAMING (12)-16d COMMON NAILS NAILS 7/8" MAX. PLATE SPLICE --/ INTERSECTING PARTITITION NONBEARING INSTALL (12)-16d NAILS WITHIN 24" OF EACH END. INTERSECTING PARTITION OR SPLICE OF EACH TOP PLATE. SEE DETAIL ABOVE FOR CLARIFICATION 2 ROWS 16d NAILS STAGGERED. NAILS MAY BE INSTALLED FROM EITHER TOP OR BOTTOM DOUBLE TOP PLATE SPLICE 2204 SCALE: NTS 11 x17 SCALE: NTS LOAD -BEARING HEADER SCHEDULE MAX HEADER SIZE AT FLOOR HEADER SIZE AT ROOF OPENING 2x4 WALL 2x6 WALL 2x4 WALL 2x6 WALL UP TO 4'-0" 48 6x6 46 6x6 UP TO 6'-0" 410 6x10 48 6x8 UP TO 8'-0" 414 6x12 412 6x10 NON -LOAD -BEARING HEADER SCHEDULE MAX OPENING SIZE HEADER SIZE AT FLOOR OR ROOF UP TO 4'-0" 46 (VERT OR FLAT) UP TO 6'-0" 46 VERT UP TO 8'-0" F 48 (VERT) NOTE: 1. THESE HEADER SIZES ARE TO BE USED EXCEPT WHERE NOTED OTHERWISE ON PLAN. ANY LARGER SIZE MAY BE SUBSTITUTED. 2x4 WALL HEADERS MAY BE USED IN PLACE OF 2x6 WALL HEADERS FOR EQUAL SPANS. 2. REF STUD SCHED FOR REQ'D STUDS EA END AT LOAD BEARING HEADERS. 3. PROVIDE (2) 2x4 CRIPPLE STUDS AT 2x4 WALLS AND (2) 2x6 CRIPPLE STUDS AT 2x6 WALLS, UNLESS NOTED OTHERWISE. PROVIDE (1) 2x6 CRIPPLE STUD AT 2x6 WALLS WITH ROUGH OPENINGS LESS THAN 2'-0" WIDE. SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP) — 2x4 FRAMING 1 3/8" MAX 2x6 FRAMING 3/8" MIN. 7 5/8" MIN. 1 3/8" MAX. 1 3/8" MAX 2 1/8" MAX. ' a 2x6 FRAMING 5/8" MIN. 3/8" MIN. 2" MAX. 2 1/8" MAX. 3 1/4" MAX. NOTCHED & DRILLED TOP PLATE 2204 SCALE: NTS 11 x17 SCALE: NTS "CS16" STRAP HEADER, REF HEADER STUDS REF WALL TYP. AT HEADER-,, SCHEDULE STUD SCHEDULE 1 CRIPPLE STUDS ROUGH OPENING CONT CONT STUDS STUDS CRIPPLE STUDS ROUGH OPENING CONT STUDS REQ'D AT 20 EXTERIOR WALLS LEVEL UP TO 4'-0" RO UP TO 6'-0" RO UP TO 12'-0" RO L4 (2) 2x4 (2) 2x4 (2) 2x4 L3 (2) 2x4 (2) 2x4 (2) 2x4 L2 (2) 2x4 (3) 2x4 (4) 2x4 L1 (3) 2x4 (4) 2x4 (6) 2x4 CONT STUDS REQ'D AT 2x6 EXTERIOR WALLS LEVEL UP TO 4'-0" RO UP TO 6'-0" RO UP TO 12'-0" RO L4 (2) 2x6 (2) 2x6 (2) 2x6 L3 (2) 2x6 (2) 2x6 (2) 2x6 L2 (2) 2x6 (2) 2x6 (2) 2x6 L1 (2) 2x6 (2) 2x6 (3) 2x6 WALL OPENING FRAME & HEADER SCHEDULE (U.N.O. 2204 SCALE: NTS 11 x1 7 SCALE: NTS 1/8% 1/4 SLAB THICKNESS PREMOLDED CONT. MASTIC JOINT STRIP. (JOINT MAY BE SAW CUT AT CONTRACTORS OPTION) X. CUT ALTERNATE� � PLASTIC VAPOR BARRIER WIRE AT JOINT AND COMPACTED GRANULAR CONTROL JOINT FILL PER PLAN SLAB JOINT CONSTRUCTION 2204 SCALE: NTS 11 x1 7 SCALE: NTS SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP) . a G SECOND POUR 1 FIRST POUR BURKE "KEYKOLD" JOINT. STOP REINFORCING 1" CLEAR OF JOINT EACH SIDE ° PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR CONSTRUCTION JOINT FILL PER PLAN A CORNER BARS TO MATCH TYPICAL VERTI( REINFORCING P STEM WALL DE TYP COI` STEM OF CORNER & INTERSECTION REINFORCING (PLAN 2204 SCALE: NTS 11 x17 SCALE: NTS NOTE: 1. ALL VERTICAL REBAR NOT TO BE WET —SET. 2. ALL FASTENERS INTO PRESSURE TREATE WOOD SHALL BE GALV. OR STAINLESS STEEL. ME PANEL NAILING & H� PER PER SHEAR WAI SCHEDULE & PLAN (2) Cols Z Ell III 8" THK FOOTING TO RES ON UNDIST. SOIL W/ MIN 1,500 psf BEARING — STUD WALL FOUNDATION 2204 SCALE: NTS 11 x17 SCALE: NTS NOTE: 1. ALL VERTICAL REBAR NOT TO BE WET —SET. 2. ALL FASTENERS INTO PRESSURE TREATE WOOD SHALL BE GALV. OR STAINLESS STEEL. PANEL NAILING & HOLDOWN PER PER SHEAR WALL SCHEDULE & PLAN (2) #4 REBAR CONT. @ TOP t 8" THK FOOTING TO REST 00 ON UNDIST. SOIL W/ MIN 1,500 psf BEARING STUD WALL FOUNDATION 2204 SCALE: NTS 11 x17 SCALE: NTS POST PER PLAN SIMPSON STRONG —TIE MID "CBSQ" COLUMN BASE. INSTALL PER MFR'S ° . RECOMMENDED. 0.0 ° ° To 9A. A.- 1. hlammmLm INTERIOR FOOTING 2204 SCALE: NTS 11 x17 SCALE: NTS 4 A.B. WALL FRAMING BEYOND =R PER TOP OF CONCRETE LAB PER PLAN —I � I —I � I •. M .. �a .,, —I I I C I —I � I —III . d.• a.. I I I 11N. GRANDULAR #4 VERT. REBAR ® =1 I I=1 I I=1 I e . ' ¢ I II CENTER 1='�� •: III —I J I —I J I d<.• q.. W/ #4 HORIZ. I I=1 I=1 I #4 VERT. I I —III —I I = ° — I�I=ICI ICI=ICI=ICI=III= 1/ HOOK — — — 16" MIN P.T. MUD SILL w/ 5/8" 0 A.B. ® w/ 2"x2"x3/16" WASHER PER SHEAR WALL PLAN 4" CONC. SLAB PER PLAN — — — a..11illlli — — — » 4 MIN. GRANDULAR FI LL 6" (MIN) STEM WALL W/ #4 HORIZ. REBAR @ 12" O.C. & #4 VERT. REBAR ® 16" O.C. W/ HOOK (2) #4 REBAR CONT. @ BOTTOM PER PLAN WALL OPENING FOOTING 2204 SCALE: NTS 11 x17 SCALE: NTS CVICTIKI!` CnnTlKirl HEW rnnTInir W/ EPDXY ANCHOR & 4" MIN. EMBEDMENT TO EXISTING FOOTING FINISH GRADE #4 REBAR @ EA. WAY PER PLAN FOOTING TO REST ON UNDIST. SOIL W/ MIN 1,500 psf BEARING EXISTING & NEW FOUNDATION CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS m z 0 O O > U o � U H cb U w w 0 0- w O o w w cn p N w U } CV CV m ¢ LO z o M CO Q oLuo� 0 v I 0 a0 6) U co N � N oM.= m �w X p w 0 ��.__ Of Of _A Kp Q a v W N m 0 co � N N� mw i of w m U .� J Q J a � � 5/2021 1 W U i� 10�^ 1+1 i--� O W w NO 00 w z a T�� W � 0o � Z 10��T� 0- rrw^^ v1 Q o � � oo W 0 J_ Q J � w Q u1 II— 06 Lu U � Z U) w U) SHEET NUMBER S201 PROJECT # 2101 REBAR PEI 3" CLEAR FOOTING E MINIMUM FOUR -PLY TRUSS FOR QUANTI- OF TWO APPLICATI01 THAT ARE NOT OFF' HTT5 ISOLATED POST FOOTING DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS ""'""""""4 TWO-PLY TRUSS ANTITY OF TWO �TIONS THAT ARE LDOWN OFFSET TO EVENT STRONG -DRIVE S SCREW INTERFERENCE FLOOR —TO —FLOOR HOLD DOWN DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS P.T. 2x ' PLATE (PER SIMPSON STRONG —TIE) STEPPING FOUNDATION 2204 SCALE: NTS 11 x17 SCALE: NTS FOOTING AT WALL FOOTING AT WALL CORNER COLUMN FOOTING SCHEDULE FOOTING DEPTH WIDTH LENGTH BASE REBAR F1.5 8" 18" 18" CBSQ (2) #4 EA. WAY F2.0 8 24" 24" CBSQ (2) #4 EA. WAY F2.5 10" 30" 30" CB 3 4 EA. WAY F3.0 10 36" 36" CB (4) #4 EA. WAY F3.5 10' 42 42" CB (4) #4 EA. WAY F4.0 12" 48" 48 CB 5 4 EA. WAY F4.5 12" 54" 54" CB (6) #4 EA. WAY F5.0 13 60" 60" CB 7 4 EA. WAY WITH SIMPSON COLUMN B SIMPSON STRONG -TIE STRAP TIE PER PLAN FLOOR TO FLOOR HOLDOWN STRAP 2204 SCALE: NTS 11 x17 SCALE: NTS x FLOOR JOIST OR -JOIST PER PLAN LOOR SHEATHING IM JOIST ?) 2x STUDS @ EDGES OF HEARWALL (PER SIMPSON STRONG —TIE) PROVIDE MST60 BETWEEN PONY WALL AND WALL ABOVE WHEN FOUNDATION HOLDOWN SPECIFIED PONY WALL SHEATHING AND NAILING TO MATCH SHEARWALL ABOVE REINFORCING PER FOOTING DETAIL q: >Tz OooOooC 9 SIMPSON STRONG -TIE °° "STHD" STRAP HOLDOWN (2) 2x STUDS AT EDGE ° ° PER PLAN OF SHEARWALL PER ° ,,/Z PLAN °° ° o ° TREATED SILL PLATE ° ° 2x EMBEDMENT °° °° LENGTH +12" MIN. REBAR LENGTH CONCRETE FOUNDATION / 0)/ PER PLAN SIMPSON STRONG -TIE "STHD RJ" STRAP HOLDOWN W/ FLOOR SUPPORT PER PLAN TYP FLOOR JOIST CONC FOUNDATION PER PLAN REINFORCING PER FOUNDATION DETAILS / Y "STHD/STHD RJ" HOLDOWN STRAP DETAIL N N\QED P OR�\ON 2204 SCALE: NTS (PER SIMPSON STRONG —TIE 11 x17 SCALE: NTS FLOOF SHEA] BLOC MFRV PER TYPICAL END WALL CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS STAIR DETAIL 2204 SCALE: NTS 11x17 SCALE: NTS #4 REBAR AT EACH TREAD- 1" UNDISTURB SOIL OR STRUCTURAL FILL 6" DEEP 1-1/4" CRUSHED ROCK SUB BASE P STRAP HOLDOWN PER PLAN BAND JOIST (TYP) PANEL NAILING PER SHEARWALL SCHEDULE 19 A -..IAIM0 M LI GROOVE DETAIL HTT5 (HTT4 similar) HOLDOWN DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS FLOOR SHEATHING — TYPICAL FLOOR I -JOIST (3) 16d NAILS PER BLOCKING TO TOP PLATE OR BEAM — TYPICAL FLOOR I -JOIST SIMPSON STRONG -TIE JOIST HANGER (IUS SERIES) — co F_-- z W m z :2 o O O > a U U ~ � U MIN. (2) 2x STUDS AT HOLDOWN Q o LU a_,a_ O p SIMPSON STRONG -TIE W U) HOLDOWN PER SHEARWALL cf) w SCHEDULE ("HDQ" SHOWN HERE) FLOOR SHEATHING m W Q C,4 N LO Z Q c) Co o W o 2x FLOOR JOIST PER PLAN Vl 0 coLo 5/8"0 ANCHOR BOLT PERV Lo N " SHEARWALL SCHEDULE W/2x2x3/16 PLATE WASHER >_ v C, co Li 5�q CONCRETE STEM WALL p . W V a v W Z� N co 0 co tQ (SIMILAR INSTALLATION FOR "HDU") DROP BEAM FLUSH BEAM TYPICAL BEAM CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS PANEL NAILING & HOLDOWN PER PER SHEAR WALL SCHEDULE & PLAN EXISTING HOLDOWN (VERIFY) 10 8 � #4 BAR @ 12" O.C. —1 ,(V ui w kD V, O U Qc PER SIMPSON STRONG —TIE) o I -JOIST BLOCKING PER MFR W/ EDGE NAILING @ 6" O.C. ONTO BLOCKING BEAM PER PLAN FLOOR SHEATHING PER PLAN BEAM PER PLAN P.T. MUD SILL w/ 5/8"0 A.B. w/ 2"x2"0/16" WASHER PER SHEAR WALL PLAN (EXISTING) EXISTING CONC. SLAB FLOOR p. oL� z ov EXISTING W d FOOTING 00 'aa a . A (2) #4 REBAR 8" THK ADDITIONAL CONT. @ BOTTOM FOOTING BELOW EXISTING. 12" #418" BOTTOM BAR @ 12" O.C. 6" (MIN) STEM WALL W/ #4 HORIZ. REBAR @ 12" O.C. & #4 VERT. REBAR ® 16" O.C. W/ HOOK FOOTING RETROFIT 2204 SCALE: NTS 11 x17 SCALE: NTS U. 7431T652�,V/zO��SS/O01 NAL E \ 6/15/2021 W � U W h� F+I OW W o 00 O o I� U1 U z Q Q U) Lu 12�W Q �0 I--� oO W O Cf) J_ J Q � W _j_ �0 W LLJ U z 0:d U) F___ W U Ljj SHEET NUMBER S202 PROJECT # F 2101 N @ 24" O.C. (TYP.) FLITCH BEAM ELEVASION 2204 SCALE: NTS 11 x17 SCALE: NTS NOTE: WALL MUST BE OF SUFFICIENT WIDTH TO PROVIDE THE REQUIRED BEARING LENGTH FOR THE JOIST. N RIM JOIST. NAIL TO FACE MOUNT N JOIST HANGER WITH 8d AT 6" O.0 8" 4" n (2) 5/8" 0 THRU BOLTS `D 0 0 @ 24" O.C. (TYP.) 1/4" (3) 1-7/8"x11-7/8" LVL & (2) 1 /2" STEEL PLATES LVL & �.H BEAM \ U BOLTS @ END PER SHOWN MULTIPLE STUDS @ EACH END — NON —LOAD BEARING WALL ABOVE RIM JOIST. NAIL TO I WITH 8d @ 6" O.C. NOTES: FLOOR JOISTS MUST BE DESIGNED TO CARRY A LOAD BEARING WALL ABOVE WHEN NOT STACKED OVER A BEARING WALL BELOW. VERTICAL WALL OFFSET ON I -JOIST FLOOR 2204 SCALE: NTS 11 x17 SCALE: NTS WEB STIFFENER ATrAPUKAFNIT NAIL TO JOIST WEB FROM EACH SIDE PER MANUFACTURER'S RECOMMENDATION. LOAD FROM ABOVE GAP WEB STIFFEN EACH SIDE — INSTALL WEB STIFFENERS TIGHT TO THE BOTTOM SIDE OF THE TOP FLANGE WHEN REQUIRED BY LOAD. (REFER TO MANUFACTURER'S RECOMMENDATIONS.) BEARING POINT WEB STIFFNER INSTALLATION FLITCH BEAM SECTION 2204 SCALE: NTS 11 x17 SCALE: NTS CLOSURE NON —LOAD BEARING %A,AI I An/\%/r YYLU -)III I LIVLI\ Lr%%Ul I JIUL WHEN REQUIRED. (TYPICAL) JOIST BLOCKING FOR LATERAL SUPPORT. NAIL TO WITH 8d @ 6" O.C. CANTILEVERED JOIST W/ SUPPORT WALL ABOVE 2204 SCALE: NTS 11 x17 SCALE: NTS BEAM HANGEF FLOOR HEADER DOUBLE JOIST OR BEAM PER PLAN U/'1Uf\LI\ ULUCK INSTALLED TIGHT TO BOTTOM OF TOP FLANGE. NOTES: CONNECTION BETWEEN JOISTS NEEDS TO BE SUFFICIENT TO ALLOW FOR LOAD TRANSFER BETWEEN MEMBERS. WEB STIFFENER EACH SIDE WHEN REQUIRED. (TYPICAL) BEARING ON WALL W RIM JOIST AS RESTRAIN 2204 SCALE: NTS 11 x17 SCALE: NTS BACKE SIDING BEADu�u IILLV LV. JOIST TO SILL PLATE CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS BACKER BLOCK INSTALLED TIGHT TO BOTTOM OF TOP FLANGE. NAIL JOIST TO R WITH 8d @ 6" O.C. TAMING ANCHOR CH SIDE. I ILLER BLOCK. NOTE: CONNECTION BETWEEN JOISTS NEEDS TO BE SUFFICIENT TO ALLOW FOR LOAD TRANSFER BETWEEN MEMBERS. STIAR STRINGER CONNECTION WEB STIFFENER EACH SIDE WHEN REQUIRED (TYPICAL) LOAD BEARING WALL ABOVE (STACKED OVER WALL BELOW.) NAIL BLOCKING TO WITH 8d AT 6" O.C. JOIST BLOCKING SUFFICIENT TO SUPPORT LOAD. INTERIOR BEARING WALL SUPPORTING WALL ABOVE 2204 SCALE: NTS 11 x17 SCALE: NTS -)ULIU ULUUK ALL POSTS FROM ABOVE TO BEARING BELOW TYPICAL BEAM TO COLUMN CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS SIMPSON JOIST HANG BLOCKING BETWEEN SIMPSON JOIST HA I VI VI I Ir-,I�LI\ SHALL BE LOCATED ABOVE NEUTRAL AXIS OF BEAM. NOTE: WEB STIFFENERS EACH SIDE MAY BE REQUIRED FOR JOIST STABILITY, HANGER COMPATIBILITY, OR JOIST REACTION. BEAM PER MI AKI JOIST SUPPORTED BY HANGER W/ INTERIOR BEAM cn z w m Z o 0 0 U > U w w w 0- O 0 0 uJ w cn p co uJ } Lu N N m Q Z c i co o � o q) 0 0 a0 U L N N `s m �w X p w o ��._ � Q a � W Z� N m 0 co Q � N N� mw i Lu 0 Of w m U .� . J Q J a � � 5/2021 1 rW V ^ O W w o 00 w 3: a W o z Lu a W Q o Lo 0 oo W O w ui ui � J Q U � Q � u1 0 06 Z O � w v) I SHEET NUMBER S203 2204 SCALE: NTS 11 x17 SCALE: NTS 2204 SCALE: NTS 11 x17 SCALE: NTS PER SIMPSON STRONG —TIE 2204 SCALE: NTS 11 x17 SCALE: NTS 2204 SCALE: NTS 11 x17 SCALE: NTS PROJECT # 2101 I— z w 12 aPER ELEV. 5/8" G.W.B. WHERE FRMING @ 24" O.C. OR 1/2" G.W.B. WHERE FRMING @ 16" O.C. (2) 2x6 TOP PLATES -LAP SPLICES 48" MIN. & NAIL W/ (10) 16d ROOF EAVE DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS PER PLAN SIMPSON "H1" @ EA. TRUSS PER PLAN 2X VENTED & SCREENED EAVE BLOCKING W/ MIN (3) 8d NAILS PER BLOCK FRAMING & FOUNDATION LINE 2x4 OUTLOOKS @ 48" O.C. W/ (2) 16d GALV. @ EACH OUTLOOK FASCIA BOARD PER ARCH. 2x4 OUTLOOKS LAID FLAT @ 24" O.C. RAKE PLATE OR GABLE END TRUSS (NOTCH TO LET LOOKOUTS THRU) SHEAR TRANSFER CLIP ANGLE PER SHEARWALL SCHEDULE — NAILING PER SHEARWALL SCHEDULE RAKE/GABLE OVERHANG DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS EXTERIOR CLADDING WOOD STRUCTURAL AND FLASHING NOT PANEL SHEATHING SHOWN FOR CLARITY PER SW SCHEDULE. DECK GUARDRAIL BY OTHERS RIM BOARD PER FLOOR FRAMING NOTES FLOOR JOIST OR BLOCKING SDWS WOOD SCREWS DECK JOIST PER PLAN & STAGGER VERTICALLY SPACED IN ACCORDANCE BLOCKING AT MID SPAN WITH TABLE 2X DECK LEDGER SHOWN (DOUBLE 2X LEDGER SIMILAR) CV 0 EXISTING FLOOR JOISTS JOIST HANGER LEDGER -TO -RIM BOARD ASSEMBLY SEE DETAIL (WOOD -FRAMED LOWER FLOOR ACCEPTABLE, FOR CONNECTIONTION INFORMATION BEAM PER PLAN CONCRETE WALL SHOWN FOR ILLUSTRATION PURPOSES) DECK SECTION 2204 SCALE: NTS 11 x17 SCALE: NTS 2x LEDGER & JOIST HANGER " HDG LAG SCREW WITH HDG WASHER OR SDWH TIMBER -HEX HDG SCREW (SHOWN) INTO TOP PLATE, STUDS, OR HEADER 6-SD#9X1Y" SCREWS (SHOWN) OR 8-10DX1)/2" NAILS "DTT1Z" (4'-0" O.C. MAX.) 3" MIN. THREAD PENETRATION DECK -TO -HOUSE LATERAL LOAD CONNECTION DECK TO HOUSE LATERAL LOAD CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS LEDGER CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS v 1� L 2x BLOCKING W/ (2) 16d NAILS @ EA. END 2x BRACE @ 48" O.C. W/ SIMPSON A35 CLIP @ EACH END 2x BLOCK W/ 10d NAILS @ 6" O.C. LEDGER FASTENER SPACING MAY BE OFFSET UP TO 3" TO AVOID INTERFERENCE WITH JOIST ATTACHMENT WOOD SCREW 6 EDGE SPACING TIMBER SCREW SPACING DETAIL 2x LEDGER WITH (2) Y"0 LAG SCREWS AT EACH STUDS 2x FLOOR JOISTS @ 16" O.C. W/ SIMPSON HANGER @ EACH END 2x STUD WALL OR BEAM AT STAIR CASE STAIR & WALL CONNECTION DETAIL 2204 SCALE: NTS 11 x17 SCALE: NTS kr LL Q� d 8d @ 4" O.C: 8d COMMON NAILS @ 4" O.C. 8d COMMON NAILS @ 4" O.C. — 2x BLOCKING W/ 16d COMMON NAILS @ 4" O.C. SIMPSON A35 PER SHEARWALL SCHEDULE \—TRUSS PER PLAN SHEARWALL PER PLAN ROOF TO STUD WALL CONNECTION 2204 SCALE: NTS 11x17 SCALE: NTS 00 /� M shop qX F 2 � z � CD z a ENGINEERED FILL N WITH ADEQUATE N, COMPACTION 2„ BITUMINOUS OR POLYMER CLR. DAMP-PROOF COATING -- WALL DRAIN MAT (MIRAFI G100N OR EQUAL) — o DRAIN FILL BAR "B" 4" 0 MIN. PERFORATED PVC DRAIN PIPE TO CONNECT TO STORM DRAIN —� BEAM PER PLAN ODO�JO�DO�JO�O`...: :... �...:..: �VO O oO 0�0°0�0�� � a •° a\ 4 oOG: a a a 4 � SIMPSON "HDU8" W/ (3) 2x6 STUDS & 7/8"0 ANCHOR W/ 18" EMBED CONC. SLAB -ON -GRADE OVER 4" COMPACTED CRUSHED ROCK a a a a a a a BAR "A" l BAR "C" 4 Q 4 4 a 4 • 4 O TOTAL FTG WIDTH DESIGN CRITERIA REBAR GRADE (Fy) = 60 KSI 2x STAIR STRINGER CONC. COMPRESSIVE STRENGTH (F'c) = 2,500 PSI (MIN. 3) EQUIVALENT FLUID PRESSURE (E.F.P.) = 45 PSF PASSIVE SOIL PRESSURE = 350 PCF COEFFICIENT OF FRICTION = 0.35 ALLOWABLE SOIL PRESSURE = 1,500 PSF N C.) c 0 w RESTRAINED RETAINING WALL SCHEDULE SOIL HEIGHT BAR "A" BAR "B" BAR "C" TOE WIDTH WALL WIDTH HEEL WIDTH TOTAL FTG WIDTH FTG DEPTH 3'-0" #4 @ 16" O.C. #4 @ 16" O.C. #4 @ 16" O.C. 12" 8" 16" 3'-0" 8" 4'-0" #4 @ 16" O.C. #4 @ 16" O.C. #4 @ 16" O.C. 12" 8" 16" 3'-0" 8" 5'-0" #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. 12" 8" 16 3'-0" 8" 6'-0)) #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. 12" 8" 16 3'-0" 8" RETAINING WALL 2204 SCALE: NTS 11x17 SCALE: NTS Kol WOOD BE, PER PLAN 1ACTA1 TIC STRAP MAY BE FOR SLOPES 7/12. JLVI LV JLI'1 I JOIST HANGER. RIDGE BEAM & RAFTER CONNECTION 2204 SCALE: NTS 11 x17 SCALE: NTS 1'-6" MIN. 10d NAILS AT 3" ° ° ° ° ° ° ° O.C. EACH WAY ON HEADER BEAM ° ° O ° ° O O ° ° ° ° ° ° (3) 10d NAILS ° TO HEADER BEAM ° ° ° ° O O o (3) END STUD ° o o ° ° OR 4x POST o ° ° O O O O o o o o °°° O o O O o O O O o o ° o o ° o o O o °O o O O o o °°° O o O O o O O O O O O O 000 °°° o o O O ° °O OO 'o 1/2" NOMINAL APA RATED SHEATHING — 2x TOP PLATE CONT. H TO END 10d NAILS AT ALL PLATES, AND STUDS SIMPSON HOL[ PER PLAN J G CD ti � Y r n ° 41/1 a ` (2) /8" 0 AN (EMBE[ ° MIN) W/ 3x3x PLATE WASHE C J GARAGE OPENING LATERAL RESTRAIN PANEL 2204 SCALE: NTS 11 x17 SCALE: NTS m z 75 0 O O > D U U H w w of 0- Of w 0- 0 p LL_ w w cn =) j N w U } Lu CV CV m ¢ �_ LO Z Q M c�0 oofo ;_ O 'T 6) (I VN � N oU.= CN m `scn m �w X p w 0 ~ u LLI rn _ w � Q a v W N co 0 co UP N� mw i L1..I w co U .> J O J a � � 5/2021 1 W I,.� U i� 1+1 OW W=) IE� ( 00 w z a T�� W o z LLI LL Q C) �0 0 oo w O U) J_ W H H 2 J Q � �06 U � Q � LJJ 0 z U cw PER PLAN -SHEET NUMBER S204 PROJECT # 2101