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OLD APPROVED BLD REVISION NEW SCOPE- REMOVING DECK REV. 2 PLAN SETBILL AND MARY AKERS 1615 9TH AVE. N EDMONDS, WA 98020 Parcel # 27031300406300 Legal Description: A = 49' B = 56' AVG. GRADE CALC. C = 53' D=46' TOTAL = 204 AVERAGE AVG. GRADE = 204/4 = 51' MAX. HEIGHT = 51' + 25' = 76' LOT SLOPE = 46' TO 57' OVER 145' LENGTH = 11' DROP / 145' = 7.6%SLOPE SEC 13 TWP 27 RGE 03 QTR SE - TH PTN GOVT LOT 3 DAF BAAP 66 FTN & 30 FT W OF NW COR SW1/4 SE1/4 BEING 20 FT E OF W LN SOUND VIEW PL RD TH S88*33 OOW 166.03 FT TO POB TH CONT S88*33 OOW 145 FT THN01 *52 OOW 84 FT TH N88* 33 OOE 130 FT TH N01 *52 OOW 62.21 FT TH S87*54 30E 15.04 FT TH S01 *52 OOE 144.28FT TO TPB SUBJ ESE PUD TGW UNDIV INT IN TR DAF PTN GOVT LOT 3 DAF BAAP 66 FTN & 30FT W OFNW COR SW1/4 SE1/4 TH S88* 33 OOW 166.03FT TH N01 *52 OOW 138.28FT TO TPB TH CONT N01 *52 OOW 6FT TH S87*54 30E 166.42FT TH S 01 *52 OOE 6FT TH N87*54 30W 166. 42FT TO TPB PER SSC # 92-2-02326-8 Zonin : RS-72 RS-12 ZONE ALLOWS LOT COVERAGE MAX. OF 35%; FLAG LOT SETBACKS g AREAS FOLLOWS: ALL SIDES 10 TOTALS HOUSE SHED PORCH DECKS GARAGE LOT AREA SF 13,504 EXISTING LOT COVERAGE SF 3,261 1,970 0 80 547 664 EXISTING LOT COVERAGE % 24.1% ADDED LOT COVERAGE SF 34 0 0 34 0 0 TOTAL NEW LOT COVERAGE SF 3,295 NEW LOT COVERAGE % 24.4% IMPERVIOUS SURFACE TOTALS ROOF COVERAGE SHED PORCH DECKS CONC. PAVING LANDSCAPE STEP SLOT AREA SF 13,504 EXISTING IMPERVIOUS SF 6,746 3,519 0 0 547 2,505 175 EXISTING IMPERVIOUS SF % 50.0% ADDED IMPERVIOUS SF 256 222 0 34 0 0 0 TOTAL NEW IMPERVIOUS SF 7,002 NEW IMPERVIOUS SF % 51.9% AO Al A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 Al2 A13 A14 SITE PLA N SURVEY EXISTING MAIN LEVEL PLAN PROPOSED MAIN LEVEL PLAN MAIN LEVEL FRAMING PLAN EXISTING BASEMENT LEVEL PLAN PROPOSED BASEMENT LEVEL PLAN BASEMENT LEVEL FRAMING PLAN PROPOSED ROOF PLAN ELEVATIONS ELEVATIONS EL EVA TIONS A ND SECTIONS WALL SECTIONS PERSPECTIVE VIEWS PERSPECTIVE VIEWS S1.0 STRUCTURAL GENERAL NOTES S3.0 FOUNDATION &SHEAR WALL DETAILS S3.1 ROOF SECTIONS &DETAILS RESIDENTIAL REMODEL Permit Drawings -City of Edmonds MANHOLE COVER REFERENCED IN HEIGHT RESTRICTION DOCUMENTANDSURVEYED BYALLIED LAND SURVEYING AT +50.82' I . I • .� +5O' I I ` I J� •. � - - - - - - WATER I � - SEWER +42 � +44 � • � • � ' � � - - - I � , / � �., .. .. .. I I , +52� � . NEIGHBORING GARAGE; OUTSIDE OF PROPERTY LINE I . ' � i . ' � i � • 1 .I �� •. .• t—••—--------� � I � .• ' I � I , . ,; \ - ;i• I, I ' _ . � ;. - ;1 2 �- �: i . , \ i� 1 V W NO DECK EXTENSION .' \ ` • � s _ • ' � .. ,\ {I � . I ,' I ••_ _ _ _ ___ _ 1 ,' I I I • :- ,� I . . __ ;_ . • _, =, • -. ___ . � \____ WOOD FENCE ,___ __--, ��,_ __;- ,1 �._` `�`. �`, •``, _ _ — -i � �, . ,� . • � -- \: � �� ON G W WER PATIO � � � .� AT R E DO N 0 C A STEPS TO L -1 J - ..I __ _\ i. I si �.\ i� I \/: , I_.._ �-..— _ - i 1 � J. I _ — — — — - _ _ _ _ � � I 1 • ;. 10' -0 ` 111.111 i. I i , 1 L I 1 1 `� , -' I • � � ,''` I � � _ - _ _ - _� _ _ — — _ — — • — — — — _ - WATER LINE I .............. I' I � • II l I I . ' ` I +46' • ' --- ..... • . ROOF OVERHANG DASHED , • 1 - ; ._ 1 , ,_` _ __ ., �, , - ----................... +5 � � i • I ......................:.. �3 \ L , I I • � 2 • �-� � ISTING ' • I PLANTED AREA "'""'"'" C ' � ' \� ' I ,� II �•• I � .' �• ,.� ;, ECK ADDED ROOF COVERAGE AREA L ' , • I . • � C I � � . ' AT GRADE CONCRETE • • ' I �" �_ I � � OVER EXISTING DECK . "I — — '` \1 I E SION � � . ' � PORCH \, ' . ' I • � � I EXTENSION . ' � I � � � , I � PROPERTY LINE . , I CONCRETE . • f '- — — — — • • I • • DRIVEWAY d • • . \ � _ i ' LANDSC E � I I- I 10 -O • STEPS I • • � � I � • • I I CONC. WALL I i. • 1 11 I I I ., J• I ,\ � I i �. • . I I � I � I •� PLANTED AREA I I ` I —.' --- • ---- -� I . • I • . — — — — EXISTING 1 STORY � � -`• T ' _ _ , _ � • I � SINGLE FAMILY / � ,%L,\\ � I •, � . ' EXISTING / • / I • I HOUSE • ` ` I II DECK •• I WITH DAYLIGHT .• EXISTING 3 f / I � '; `�, I •• I ► ROCK LANDSCAPE WALL I BASEMENT BAY GARAGE _ _ _ I � — _� � � . I / I i 1 ` \ I •.• ••. \ �• � I ••• � I , I / ,. ;� �, I � `\ \ / � �� ' I I'► ___ ___� I •� I / � � � � \ � I CMU RETAINING J } r, i ❑ . I WOOD FENCE I / \ I •� WALL ,\ i \ ,' J', . ' — _ _ _ _ _ _ ROOF OVERHANG DASHED � , , , J , NEW DECK STAIRS � ' � � � . . o. 10'-O" CHAIN LINK FENCE /• • •— — �—0—�0�0���4 '� ._o =.o=o—o . — � — � — ' •� SEWER CONNECTION —. . — � • SETBACK LINE 0 Site Plan Z O Z W H W �_ W W o U H � L W II- � }' U .''^^ � v! O L CV � L Q °' rn � w i � > � N � = � � o �n � cn � °� � ����� w a� � o 00 � � � � (���� mc�WN� � 00 0 o c� � O � Q � CVO CV � Z "�' � ` V Z 7Q // �� L V/ �O/w� V/ Q � — �� �� W W J JY � � C� m Q OC � � as 0 N 0 a N m � � Z W � � y W � � _c� Cm �$99 REGISTE1=iED ARCHITECT BLAKE D. FISHER STATE ❑F WASHINGT�N LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED A5 FOLLOWS: BEGINNING AT A POINT fi6.O❑ FEET NORTH AND 3D.OD FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER DF THE SOUTHEAST QUARTER DF SECTION 13, SAID POINT BEING AT THE INTERSECTION OF THE NORTH LINE OF A TRACT CONVEYED TD A. M. PRITCHARD, AND 2D.DO FEET EAST OF THE WEST LINE OF ROAD CONVEYED TD SNOHOMlSH COUNTY, KNOWN AS SOUND VIEW PLACE; RUNNING THENCE SOUTH 88'33'DO" WEST ALONG THE NDRTH LINE OF SAi❑ PRITCHAR❑ TRACT, 16fi.03 FEET TO THE TRUE POINT OF BEGINNING DF THE TRACT OF LAN❑ HEREIN DESCRIBED; THENCE CONTINUING SOUTH 88°33'OD" WEST, ALONG THE NORTH LINE OF SAID PRITCHARD TRACT, 145.DD FEET TO THE SDIJTHEAST CORNER OF THE TRACT CONVEYED TO DAVID BURLEY; THENCE NORTH 1'S2'Da" WEST, ALONG THE EAST L1NE ❑F SA]D BURLEY TRACT, 84.D6 FEET; THENCE NDRTH 88"33'DO" EAST, 13D.DD FEET; THENCE NDRTH 1 °52'DD" WEST, 51.21 FEET; THENCE SOUTH 87°54'3O" EAST, 15.04 FEET; THENCE SOUTH 1°52'DO" EAST, 144.28 FEET TO THE TRUE POINT DF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER, AND UPON THE FOLLOWING DESCR€BED TRACT ❑F LAND: THAT PORTION OF GOVERNMENT LOT 3, SECTION T 3, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 194.DD FEET NORTH AND 3D.DD FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 13, AND 20.DO FEET EAST DF THE WEST LINE OF ROA❑ CONVEYED TO SNOHOMISH COUNTY KNOWN A5 SOUND VIEW PLACE, SAID POINT BEING THE TRUE POINT OF BEGINNING ❑F TRACT OF LAND HEREIN DESCRIBED; THENCE NORTH 87`54'3D" WEST, 186.42 FEET; FOUND RUSTED OL❑ NAIL• THENCE SOUTH 1°52'DO" EAST, 54.28 FEET; 5 D.31' x E �.37' OF THENCE SOUTH 88°33'00" WEST, 15.DD FEET; CALCULATED POSITION THENCE NDRTH 1°52'�D" WEST, 55.21 FEET; THENCE NDRTH 87°54'30" WEST, 3.54 FEET; FOUND 3" 54UARE� CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 0.4' 20 I.Q Q 2a 40 FOUN❑ CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 1' SEALE IN FEET �I FgUNO 1 f2" REBAR/CAP � #95fi7 IN CASE DOWN fl.2' Ca OUND 1 /2" j N 7°44'O9" L Z y � REBAR IN CASE 1 � � 15.04' N87°44'D9"W r 19G.57' DAWN 0.2' 1 �� 55.22' _ _ �� 1 T D. 32' - _ ' i� z U, / // INGRESS, EGRESS AND } � � � f�q / UTILITIES EASEMENT f�? P / PER DEED / p � C�71 ������ / ,1 ��-��� / �`�,Q' FOUND 1 /2" REBAR/CAP � / / UNREADABLE 5 D.04' x W //�-����p 0.14' OF EASEMENT CORNER ! +1 �,�' `'� �. / CALCULATED POSITION THENCE NDRTH 1°52 DD WEST, 12.aD FEET; a, c�a THENCE SOUTH 87'S4'3O" EAST, 185.DO FEET; 5'J �� / Q / THENCE SOUTH 1°52'OO" EAST, 12.DO FEET TO THE TRUE PAINT OF BEGINNING; FOUNfl 1/2" REBAR/CAP � �"! P� // LEGEND FOUND 1" PINCHED IRON UNREADABLE S D.29'x w o.4s' �Q� � FOUND CONCRETE MONUMENT AND TOGETHER WITH AN EASEMENT FOR PIPE S D.42' x E 0.38' OF OF CALCULATED POSITION Q. INGRESS, EGRESS AND UTILITIES, OVER, CALCULATED POSITION UP UNDER AND UPON THE FOLLOWING 0.2' FROM GRADE S88'33'OD"W 13D.DD' 3'WOOD FENCE DESCRIBE❑ TRACT DF LAND; �r 5219'.' � _ 77.81' THAT PORTION OF GOVERNMENT LOT 3 � SEE DETAIL- �_� SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 � =! EAST, W.M., DESCRIBED AS FOLLOWS: � - � FACIA FACIA 67 55 � 61.65 BEGINNING AT A POINT 66.04 FEET NDRTH I� AND 30.00 FEET WEST OF THE NORTHWEST j CORNER OF THE SOUTHWEST QUARTER OF � rl DECK � � FACIA THE SOUTHEAST QUARTER DF SECTION 13, z _ 51 so SAID POINT 6EING AT THE INTERSECTION OF � THE NDRTH LINE OF A TRACT CONVEYED TO �, s~? �`f f A. M. PRITCHARD, AND 2D.DO FEET EAST OF o =� � j 31.5' � THE WEST LINE OF ROAD CONVEYED TO � SNOHOMiSH COUNTY, KNOWN AS SOUND VIEW �o � 5A 58 � PLACE; m! � RUNNING THENCE SOUTH 88°33'OO" WEST, n� � � + E}C15TING RESIDENCE #1fi15 ALONG THE NDRTH LINE DF SAID PRITCHARD "' :A ,jj FfN15H FLOOR: 55.00 PEAK: fi7.72 TRACT, 156.D3 FEET; � 1� THENCE NORTH 1°52'CD" WEST, 9D.DD FEET � ! � TD THE TRUE POINT OF BEGINNING DF THIS � � DESCRIPTION; ° FACIA L �� " ••� THENCE CONTINUING NDRTH 1 °52'DQ" WEST, � 61.57 ��Av� {T�7 ~ � 1 - 17.fi9 FEET; � �� FENCE PAST 15 W fl i 5' W D i 2' z � SET 1/2 REBAR/CAP #4D524 I j � � / FOUND AS NOTED . -��- � ,`•; SET DR FOUND TACK IN LEAD �� � a � SET LINE STAKE � � O o�G� �� V � G � . � AI�.�A � 13, 092 5. F. FACIA �, 61.65 '' � 27.7' f THENCE NORTH 4D 51 D3 EAST 39.14 FEET; - x ^? - THENCE SOUTH 87'S4'3O" EAST, 15.39 FEET; 1 �OF CALCULATE❑ POSITION _ _ _ ,oa o-o- THENCE SOUTH 4D°51'O3" WEST, 61.77 FEET �- S88°33'QO"1N 145.D0' 4' CHAINLINK FENCE TO THE TRUE P01NT OF BEGINNING. AND ALSO TOGETHER WITH AN UNDIVIDED INTEREST IN THE FOLLOWING DESCRIBE❑ PROPERTY ACCORDING TO SUPERIOR COURT CASE NUMBER 93-2-0232fi-8, DESCRIBED AS FOLLOWS: BEGINNING AT A PAINT 66 FEET NORTH AND 3D FEET WEST OF THE NORTHWEST GARNER DF THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.: THENCE SOUTH 88'33'DO" WEST FOR 165.03 FEET; THENCE NDRTH O1°52'OO" WEST 6 FEET; THENCE SOUTH 87'S4'30" EAST 16g.42 FEET; THENCE SOUTH 01'S2'OD" EAST G FEET; THENCE NDRTH 87"54'30" WEST 16�.42 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY ❑F SNOHDMISH, STATE OF WASHINGTON. SUBJECT TD EASEMENTS, RESTRICTIONS, CONdITIDNS AND COVENANTS DF REDORD, lF ANY. PARCEL NUMBER: 270313OD4O63�D RECORDING CERTIFICrtTC Riled for record this day of 20- in book of at Page Recording Number at the request of James R. Watkins. County Auditor Deputy Auditor at M. FACIA 51.fi3 c� ��. L. BASIS OF BEARINGS 30' S41 °51'15"E ALONG THE MDNUMENTED CENTERLINE OF 9TH AVENUE NORTH. DATiJM NAVD$$ PER WGS SURVEY DATA WAREHOUSE DESIGNATION: 2064 = CADS DE ID: 17830 DESCRIPTION: 2" DOMED DAP LOCATION: AT THE INTERSECTION OF 9TH AVENUE NORTH AND PUGET DRIVE. ELEVATION: 89.3929 i UNDIVIDED INTEREST PER DEED �� "„ ;r----------� -FOUND i /2" REBAR/CAP #22969 S O.Q7' x E 0.10' FOUND CONCRETE OF CALCULATE❑ POSITION MONUMENT WITH yBRASS TACK IN LEAD IN CASE NOTES DowN o.s' .� � ! INSTRUMENTATION FOR THIS SURVEY WAS A SDKKIA CX-55 TOTAL STATION. PROCEDURES USED WERE FIELD TRAVERSE, MEETING DR EXCEEDING STANDARDS SET BY WAC 332-130--090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT DF A TITLE REPORT AND ODES NOT PURPORT TO SHOW ALL EASEMENTS DF RECORD, DR OTHERWISE IF ANY. BOUNDARY LINES SHOWN REPRESENT THE DEED DESCRIPTION BOUNDARY. OWNERSHIP RIGHTS MAY VARY. FACIA ELEVATIONS SHOWN ARE BOTTOM OF FACIA BOARD. SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Mr. Bill Akers in May, 2D20. . W---�--- certificate number: 4fl524 ❑ATE: QrJ-� 5-202O BOUNDARY AND TOPOGRAPHIC SURVEY FOR MR. BILL AKERS SITE ADDRESS: 1615 9TH AVE N. - EDMONDS, 98020 1915T STREET SOUTHWEST N88°33'OD"E 1268.O0' - z a h ��' t0.9 co ��� �'� DETAIL NO SCALE FOUND 3" BRA55 DISK WITI-] "7C" IN HALE DAWN 0.3' STAMPED #9391 REFERENCES -STATUTORY WARRANTY DEED RECORDING NO.: h 20200508D8O4 ` -❑'MALLEY'S ADDITION VOL. 32, PG. 31 1 N88'33'DO"E 128D.49' FOUND CONCRETE MONUMENT WITH 1 /4" 6RA55 PIN IN CASE DAWN O.7' Allied Land Surveying, Inc. 2312 1GSth Street Southeast - guthell, Washington 9801Z {P}4�5-482-0223 NE 114 OF SW 114 DF SEC. 13, T. 27N, R. Q3E, WM OWN. 6Y: MRW DATE: D5-15-2020 JDB ND. 20019 CHK. BY: JRW SCALE: T" = 20' SHEET 1 OF 1 Z c� w W O U i� � L W I� � N = � }' U '� � v! O L CV � L Q � � W _� i � > � N � = � C p [I] � ���� IL � � � � W a� � o 00 � � ���o � � mc�WN� � 00 0 O C°7 � O � Q � CVO CV � Z � O � N Z Z� � o 0 Q � - �� �� W W J JY � � V m Q � � � as O H � ci Q ��O W Z a Q� O N 0 a N m � � Z W �� y W (� � � � m 1�$99 REGISTERED ARCHITECT BLAKE D. FISHER STATE ❑F WASHINGT�N Al DEMO WINDOW AND INFILL FRAMING Main Level Floor Plan -Existing N Z L� [!3 W O W O U H � � W � � � t7 � O � N � Q � O � W � � > � N � = � � o � L�3 ���� LL LL � � � � W ND �00 � � � J C���O mMWCV� m 0o O O M � � O Q y CVO N z � � o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� C± m Q OG � � as ~ 0 a CV m °� W y y � W c� z 3 � ° � m 1�8�� REGISTERED 1 � ARCHITECT a BLAKE ©. FISHER STATE DF WASHlNGT[7N ■ }, � ■� J A2 17'-6" v v �-----�---- ----- I2�_6�� I i 13'-8" I II I II NEW I i I = WINDOWS "' I I � DECK I. I_ II 2 I i A10 FR NCH DOORS NO DECK EXTENSION I I _ _ `� II � ' ,� I NEW WINDOWS 1------------�r— NEWWINDOWS I — — — — — — — — — — — — � I A11 LIVING ROOM I NEW GAS INSERT I I I FIREPLACE I I LINE OF I - I I EXISTING DECK I � � I I II I II I II NEW WINDOWS I I I II I I I 2'-6" NEW WINDOWS; I— � — — — — — — — — RE -USE EXISTING JAMB DECK I ROOF OVERHANG DASHED I NEW SLIDER 5-4X7-0 I TO INFILL BETWEEN EXISTING JAMBS Ag NEW WINDOWS 5'-O" 6'-0" 0 m NEW DECK STAIR 1 A10 PANTRY �� 1 '-0" 0 N 40'-7 1/2" 10'-0" DINING 2 A11 27'-0" 26'-2" O I a—- 2'-2" ——--— I OVEN/ I MICROWAVE RANGE O I A51 Y I y I KITCHEN � —I I , ' I 7'-O" 4'-0" I I �,r� — I � � _ o I N _ I ISLAND 4 N � I I A11 � - I I N 23'-71/2" � I /� BEAMS DASHED ABOVE; SEE .( FRAMING PL-A-NS, TYP. I---—�1------ I I NEW STEEL I RAILING • II �I I� II STEEL RAILING AT STAIRS BARN I I DOOR � I I 3'-5" I 2'-6" + I MASTER BEDROOM 4'-3" OP�N SHELVING ABOVE WINDOW NEW WINDOW N r\-I I PLANTING I AREA �' � — 12'-41/2" — — I r+ STEEL RAILING �r c� I � NEW PIVOT DOOR I I I --------� —I� I� ENTRY I 14'-2" I I I PLANTING AREA a--• EXISTING STAIRSTO REMAIN — — — — — — — 0 0 4'-1" 5'-3" 4' -0 " /LAUNDRY/ 1O UTILITY ROOM r�— — _ POWDER ROOM I �'? I 1 I � �A O 0 ch I � 0 71-C II _' VV 3'-7" �Y GUEST BATHRM. _�_-'` 1 l CI PORCH ADDITION NEW 6X6 ENTRY ROOF POSTS i*� 00 N RAISE PLANTING AREA UP A11 GENERAL NOTES: • Dryervent, bathroom and kitchen exhaustvent directto exterior • Smoke detectors are required to be hard wired with battery backup and installed in each bedroom and outside of each bedroom sleeping areas. All smoke detectors shall be interconnected. One carbon monoxide alarm is required to be installed outside of the sleeping areas. Section R315.1, R314.1; Basement level to also have smoke detectors and carbon monoxide alarms with same requirements per Section R315.1, R314.1. • New exterior walls to be framed with 2x6 studs and minimum R-21 batt insulation. KEY NOTES• 1O EXHAUST FAN; 50cm INTERMITTENT O2 110 V SMOKE DETECTOR PER R314.2 WASH. STATE AMENDMENTS O3 EXISTING WINDOWS TO REMAIN 4O EXHAUST FAN KITCHEN; 100 CFM O5 CARON MONOXIDE ALARM PER R315.2 WASH. STATE AMENDMENTS O6 NOT USED O7 NOT USED —� � ROOF ABOVE DASHED, TYP. �' NEW GARAGE DOORS WITHIN EXISTING OPENINGS 00 lll�llll I I OWE r 11'-5" I N ,_ „ 1 lllll�111111�11 ll 12 6 � 11111 � o � I � 10'-6" 0 � � �f � 0 I � � GUEST �, 4 -o MASTER N N � � BEDROOM BATHRM � WALK-IN � I TUB � $ s � � CLOSET � � � ll�ll�lllllllllllllll I I 3 3 2-6 CLEARANCE O O AROUND CENTER DEMO EXISTING WINDOW; INFILL I — — — —TABLE — — — — — — — — — — — — — — — — — — — — � 36'-1" 30'-1" 9'-0" 66'-2" J Main Level Floor Plan -NEW N O 3 A10 N N rrZ� `V V J W W O U H �' w � � � � � �o � � N � Q a� °' � w ���� a � = O � O L!] ���� LL W � O W � J C���O mMWCV� m M O O M � � O Q y CVO N o O � �" Z Q 07 � O O � — ' ' W JW �'>�> cn cn J J Y W a� a� C± m Q OG tY tY as 0 IH � ci Q O � � � Y W � Q� 0 ~ CV a m C � Z W � 3 y W � y (� � � m 1�800 REGISTERED 1 � ARCHITECT a BLAKE D. FISHER STATE DF WASHINGTON A3 6x6 DF #1, TYP (4) LOCATIONS � 2X6 HF #2 OUTRIGERS @ 16" OC. 5'-0" CLR BACKSPAN LSL 3-1/2 X 11-7/8 @OUTRIGGER SIMPSON LSTA15 STRAP EA END OF EA SHEAR WALLTO WALL BELOW, TYP (6) LOCATIONS � �--- �-- � PRESSURETREATED 6X10 DF#10R _ _ =EXTERIOR RATED GLB 5.5X12 — _ — — f!1 LSL 3-1/2 X 11-7/8 @OUTRIGGER LL, � � w w C = w � = o = J a --I 2 � o � N LL ry 0 X � a I I 6X6 DF#1 POST BELOW HEADER 6X10 PRESSURE TREATED 6X10 DF# OR EXTERIOR RATED GLB 5.5X12 EXTEND TO THE EAST FOR WIDE FLANGE BEARING 4X6 HF#2 BELOW HEADER � � a U � � = U o 0 �' r, � ti• _ � � o r-I � � o � H `� �--� � ALIGN FLANGE EDGE � WITH FACE OF WALL _ FINISH �' W4X13 KING POST TO WF BELOW V O 0 R I I RIDGE BEAM GLB 5.5x18 CONTINUOUS TO EXTERIOR `� III �m W � p O � � � ' � 0 r, �ti / '" �� II � 6x6 DF#1 POST- PROVIDE SOLID BEARINGTHROUGH FLOOR CAVITYTO (E) FOUNDATION BELOW. W4X13 KING POST TO WF BELOW �T� I i— — W / m � O 0 1 --�-- � — �-- -_ o ti __ Il.. \ ALIGN FLANGE EDGE WITH FACE OF WALL FINISH , l �� 4x6 HF#2 /f — � � � I I� _� — — I PATIO BEAM 6x8 DF #2 �� i /'T / / ,' � IIIIIIIIIIIIIII11111111 - - Q Q IIIIIIIIIIIIIII11111111 PATIO RIDGE BEAM 6x10 DF #2 PATIO BEAM r 6x8 DF #2 U 0 ca U� � co LL cxv x U 0 cfl �N N= �Y / -���� � . ----ti SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE DETAIL 5/S3.0 FOR SHEAR WALL SHEATHING AND FASTENING REQUIREMENTS. F-SW-X INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. REFERENCE DETAIL 3/S3.0 FOR FTAO WALL INFO. 2. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 3. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. REFER TO 5/S3.0 FOR TYPICAL SHEAR WALL SCHEDULE. 4. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 5. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS PERPENDICULAR TO FRAMING. PROVIDE DOUBLEJOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. ROOF FRAMING PLAN NOTES: 1. PROVIDE SIMPSON H2.5 ATALL ROOF FRAMING TO EXTERIOR WALLS. 6X6 POST, TYP @ENTRY 2. REFER TO GENERAL STRUCTURAL NOTES FOR ALL WOOD FRAMED BEARING AND SHEAR WALLS, STUD GRADE, CANOPY, (4) LOCATIONS SIZE, AND SPACING. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES 4. FULLY BLOCK FLOOR CAVITYATALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. 5. TYPICALTOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. REFERENCE 4/S3.0. W4X13 KING POST 6. BEARING WALLTOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. WALL OPENING SIZE TO BEAM BELOW AND LOCATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 7. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 10D @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8"SPACE BETWEEN PANEL ENDS AND EDGES. 6x8 DF#2 LOW - - i� I I I I I I I I I I / I I I I I I I I � I I I I / I I I I I I I I / I I I I I I I I / I — — — — — — — — — — — — — — — — — — — — — — — — _ � — — — — — — — — — — — —I � i � \� Z C.'3 W r0 W O r!Y U H O L W II- � N = � }' U .'^ � v ! O L CV � L Q � � W _� i � > � N � = O C p � [i) ���� EL LL � � � � k.IJ O� 000 N `� � � � � � mc�WN� � 00 O O C'7 � � O Q � CVO CV � Z � � � O � CV � Z Z (n � O O Q � — �� �� W J Y /J V m Q �W/ li NNaomi NNaomi L.1_ L.1_ as O N O a N m � Z W y W � � � � m J�$99 REGISTERED ARCHITECT BLAKE D. FISHER STATE ❑F WASHIN�TDN sr�rzo2a i � �,� > � J � .� Ca CQ Main Level Framing Plan N � � PATIO EXTENTS DECK EXTENTS ABOVE DASHED 36'-1" Basement Floor Plan -Existing N Z L� [!3 W O W O U H � � W � � � � � O � N � Q � O � W � � > � N � = � � o � L�3 ���� LL LL � � � � W ND �00 � � � J C���O mMWCV� m 0o O O M � � O Q y CVO N z ' o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� C± m Q OG � � as 0 ~ a CV m °� z � W 3 y W � � y c� ° m 11�8�� REGISTERED 1 � ARCHITECT a BLAKE ©. FISHER STATE DF VVASHINGT[7N �� }, .N > J A5 r - z I \/ O 1 I As NO DECK EXTENSION I 1 I A11 I I NEW POST AND I FOOTING TO SUPPORT NEW RIDGE BEAM JOIiV75 IN FILTER FAt3RIC SHALL BE SPLICED AT POSTS. USE STAPLES, WERE f21NG5, OR EQUIVALENT TO ATTAClE FABRIC TQ POSTS. P65T SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED FRONT VIEW EROSION CONTROL PER DETAIL 2/A6 SHOWING SILT FENCING REQUIRED SECTION NOTES: FILTER FABRIC FENCES S±iALL 8E INSTALLED ALONG CONTOUR WHENEVER P0551F31 F. II II II II II II II I� 2'-6" INFILL WINDOW FOR SHEAR WALL • 0 M gi-On COVERED PATIO 17' -0 " 2 A11 EXISTING AT GRADE STEPS 0 \�I BRICK FIREPLACE err 0 -=_- __ 21'-1" EXISTING BEAM DASHED • co ch NEW DOOR �.�1 �.�.1 � ��Z�I�� OFFICE I I ; I I ��� I I ��- I I ,%�-�- ,-� � I I �. DUCT RUN ABOVE � -I REC ROOM I 18'-10" I � II � U I I �', � �� \ I I `:_� � � I I �� I sly � II 0 \\ II � II �� I I I � � \ � REC ROOM I � = � �' � � N I -2"xi" BY 14 Ga. W1F�E OR I , I EQUIVAiENT, IF STWVDARD I INFILL DOOR �` STRENGTH FAORiC USED OPENING ` ''— •FILTER FABRIC I I I I NEW CLOSET DEMO CLOSETAND DOOR STAIR TO REMAIN 3'-0" FURN. UTILTY RM. H/W OWER I I o _ M �� �:11 0 CRAWL SPACE 1 c+� N REMOVE WALL IN LAUNDRY ROOM 6' -4" r—————— I I — — — — — — — � ' WINE CELLAR 'lvllNll�lU�f h"x4" TRENCH I 12'-1" I t— — — — — — — — — — — — — •8AC!(FILL TRENCH WITH I NATiVESOILOR3�4"-1.5" I �—————————————� WASHED GRAVEL 2"x4" WOOD P05T5, STEEL � I I I FENCE PO5T5, REBAR, OR I I I I I I I I I I I EQUIVALENT I I i i i i i i , EROSION CONTROL -SILT FENCE NTS ——————— � —I— I I I —I— I —I _I_J NEW DECK STAIRS DASHED NEW DECK POST ACCESS HATCH Basement Floor Plan -NEW N 3 A10 A11 GARAGE ABOVE GENERAL NOTES: • Dryer vent, bathroom and kitchen exhaust vent direct to exterior • Smoke detectors are required to be hard wired with battery backup and installed in each bedroom and outside of each bedroom sleeping areas. All smoke detectors shall be interconnected. One carbon monoxide alarm is required to be installed outside of the sleeping areas. Section R315.1, R314.1; Basement level to also have smoke detectors and carbon monoxide alarms with same requirements per Section R315.1, R314.1. KEY NOTES• 1O EXHAUST FAN; 50cm INTERMITTENT 2O 110 V SMOKE DETECTOR PER R314.2 WASH. STATE AMENDMENTS O3 EXISTING WINDOWS TO REMAIN 4O EXHAUST FAN KITCHEN; 100 CFM O5 CARON MONOXIDE ALARM PER R315.2 WASH. STATE AMENDMENTS O6 NOT USED O7 NOT USED u] w w o U H °' wL � � _ °� }' U '� � v ! O L CV � L Q � � W _� i � > � N � = � C p � [!) ���� EL ����� w a� � o 00 � � ���o � � mc�WN� � 00 0 o c� � � O � CVO CV CQ c Z ' ' � N Z z � � CJ CJ Q � — �� �� W W J JY � � vmQ oc�� as O N O a N m � � Z W �� yw (!� oaCo � m 1>�$g9 REGISTERED ARCHITECT BLAKE D. FISHER STATE ❑F WASHINGTDN '� v O � J CONTRACTOR TO VERIFY MIN (3) 2X8 HEADER AT BASEMENT WINDOWS BELOW SW ABOVE. CONTACT FOR FOR REVIEW IF DIFFERENT. VERIFY HEADER CONNECTION TO (E) TRIMMER STUDS. � CONTRACTOR FTG BELOW S MINIMUM 16 CONTACT EOF CONDITIONS N) PT 6X6 DF # ?'-3" SQUARE; ;ONC FTG W/ (: 30T. PROVIDE C 'LINTH AS REQ' HOOD COLABO CONTRACTOR' (E) FTG DIMEN ROUND COLUP SQUAREXI2" MINIMUM. CO FOR DIRECTIO CONDITIONS C SIMPSON LU TO (E) RIM JC PT 4X8 HF#2 BEAM W/ SIMPSON POST CAP EA END TO POST BELOW PT 4X4 HF#2 POST W/ 12" SQ. X 18" DEEP CONC. FTG. W/ (2) #4 EA WAY, BOT - TYP. @ 3 LOCATIONS THIS AREA OF DECK ADDITION PT �Xf Basement Framing Plan N c6 HF #2 -STACK WITH )STABOVE.CONTRACTOR )VERIFY (E) SLAB ON RADE IS 4" MINIMUM IICKNESS AND IN GOOD )NDITION FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AND SPECIAL INSPECTION SPECIAL INSPECTION REQUIREMENTS. 2. VERIFYALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE PLANS. UNLESS NOTED OTHERWISE, FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE. POSTS, BUNDLED STUDS, OR COLUMNS ARE TO BE CENTERED ON FOOTINGS OR WALL PIERS. 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL &MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. 4. THE BOTTOM OFALL FOOTINGS SHALL BE 18"MINIMUM BELOW GRADE AND SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 5. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATIONS. 6. ALL WOOD IN CONTACT WITH WEATHER -EXPOSED CONCRETE OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 7. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE TREATED LUMBER. 8. ISOLATED POST BASES SHALL BE "ABU" TO MATCH THE POST, UNO. 9. ALL NEW EXTERIOR WALLS TO BE 2X6 @ 16" OC, TYPICAL UNO. ALL NEW INTERIOR BEARING AND SHEAR WALLS TO BE 2X6 @ 16" OC, UNO. 10. REFERENCE PLAN FOR COLUMN/POST SIZES, SHEAR WALL AND HOLD DOWN LOCATIONS. z c� W W o U H O L ti W II- � � U .'^ � v! O L CV � L Q � � W _� i � > � N � = O C p [!) ���� EL LL � � � � kJJ O� 000 N `� � (���� CYIc�WN� � 0o O o c� � O � Q � CVO CV � Z � � � �_ � N H Z Z (n � O O Q � — �� �� W W J JY � � ci Cn Q � � � as Z � O t� ~ Q O � 0 � Y W a Q� O N O a N m � � Z W � y � W (� � C � CY] J�$99 REGISTERED ARCHITECT BLAKE D. FISHER STATE ❑F WASHIN�TDIV N G.� J a--i G� N t!� Ca m sr7r2o2a s� ■� LL A7 M M �� �i�� � � i.4 . � C[�•YI '\ \ NEW ROOF 3.25: 12 SLOPETHROUGHOUT '�������� �I ,a�o.���rs.,��wmoE�. � \ ' \��\\\ CUT ROOF OVERHANG BACK DEMO ROOF OVERHANG tii. � � L Roof Plan -NEW ��. �� � �:� NEW ROOF AT ENTRY 3.25 : 12 SLOPE r+., � N O N N O N 0 EXISTING HIP ROOFTO REMAIN EXTERIOR BUILDING FACE DASHED N Z L� [!3 w 0 W O U H � � W � � � t7 �� N � Q � O � W i � > � CU � = � � o � L�3 ���� LL LL � � � � W ND � � �00 � J C���O mMWCV� m M O O M � � O Q y CVO N z � � o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� �± m Q � � � as ~ 0 a CV m °� W y y � w cn z 3 0� ° o m 1�8�� REGISTERED 1 � ARCHITECT BLAKE ©. FISHER STATE DF VVASHINGT[7N 1 � • PAINT EXISTING HORIZONTAL WOOD LAP SIDING EXISTING AT GRADE CONC.STEPS � 17'-0" HEIGHT CAP FROM FROM MANHOLE RIM @ +50.87'; HEIGHT CAP= +67.87' PER HEIGHT RESTRICTION DOCUMENT LABELED 2353112 �� // // NEW NEW NEW 3-OX7-0 3-OX7-0 3-OX7-0 PICTURE PICTURE PICTURE WOOD LAP SIDING �� NEW 3-OX7-0 PICTURE NEW 4-OX3-6 PICTURE /� � NEW 3-OX7-0 PICTURE /� NEW 2-OX7-0 PICTURE � � West Elevation -NEW A = 49' B = 56' AVG. GRADE CALC. C = 53' D=46' TOTAL = 204 AVERAGE AVG. GRADE = 204/4 = 51' MAX. HEIGHT = 51' + 25' = 76' LOT SLOPE = 46' TO 57' OVER 145' LENGTH = 11' DROP / 145' = 7.6%SLOPE EXISTING WINDOWS AND DOORS TO REMAIN AT BASEMENT LEVEL UNLESS OTHERWISE NOTED EDMONDSZONING HEIGHT CAP=+76.00' FINISH FLOOR ELEVATION = +55.00' AVG. GRADE ELEVATION = +51.00' CUT BACK OVERHANG del I_�►Ly ;T_1 I � I ► [may : [�l►�9 ►1 �7.�y : I � �7 PAINT EXISTING HORIZONTAL WOOD LAP SIDING NEW DECK EXTENSION AND STEPS DOWN TO GRADE z w 0 W O U H � � W � � � t7 � O � N � Q � O � W � � > � N � = � � o � L�3 ���� LL LL � � � � W ND �00 � � � J C���O mMWCV� m M O O M � � O Q y CVO N z � � o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� �mQ OG�� as O ~ a CV m °� z � W 3 y W � � y (n � m 1�8�� REGISTERED 1 � ARCHITECT BLAKE D. F15HER STATE DF VVASHINGT[7N O �� W � • EXISTING 2-6X3-3 NEW NEW � �� �� 2-10x6-3 �� 2-10x6-3 PICTURE PICTURE — � � NEW ' NEW 6-OX7- � NEW 3-6X7-0 �� GLASS FRENCH ,' 3-6X7-0 PICTURE �� DOORS ,� PICTURE � , � , � , �� � North Elevation at Deck -NEW cn GLASS RAILING BEYOND WOOD LAP SIDING North Elevation -NEW South Elevation -NEW Z �_ [!3 W O W O U H � � W � � � t7 � O � N � Q � O � W � � > � N � = � � o � L�3 ���� LL LL � � � � W ND �00 � � � J C���O mMWCV� m 0o O O M � � O Q y CVO N � z � � o O � �" H z Q (n � O O � — '� '� W JW �'>�> J J Y W a� a� C± m Q OG � � as 0 ~ a CV m °� z � W 3 y W � � y c� ° m 1�8�� REGISTERED 1 � ARCHITECT -� BLAKE ©. FISHER STATE DF WASHINGT[7N O �� W A10 WINDI SEE EI _...__..._ ._._ __. __ nurRrpenninir_ nr GYicTinir_ �� East Kitchen Elevation STEEL Building Section Looking North Building Section Looking West ��� North Kitchen Elevation WOODLAPSIDING �� East Elevation -NEW Z L� [!3 W O W O U H � � W � � � t7 � O � N � Q � O � W � � > � N � = � � o � L�3 ���� LL LL � � � � W ND �00 � � � J C���O mMWCV� m M O O M � � O Q y CVO N z � � o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� C± m Q OG � � as 0 ~ a CV m °� z � W 3 y W � � y c� ° m 11�8�� REGISTERED 1 � ARCHITECT a BLAKE ©. FISHER STATE DF WASHINGT[7N t/) to � .O a--+ O v • — a--+ 4� C� Ca > 4� � � W CQ A11 TJ I� joist flange must bear fully on p I ate R5 Entry Post Details Birdsmouth Cut Allowed at low end of joist only Beveled web stiffeners required on both sides. Cut to match roof slope STEEL KING POST PER PLAN E PLATE 2x4 block for soffit support Birdsmouth cut must not overhang inside face of p I ate TAPER TOP OF STEEL BEAM PER STRUCTURAL DETAIL 3/S3.1 TJI PER PLAN; EXTEND OUT PAST BUILDING FACE FOR OVERHANG; CUT OFF BOTTOM CORD OFTJI FOR OVERHANG ROOF FLASHING 0 6" GUTTER � 1X SOFFIT EXISTING 2X4 STUD WALL WITH BATT INSULATION • EXISTING GRADE BLOCKING T&G WOOD SOFFIT � R-38 MIN. AT VAULTED CEILING; AIR IMPERMEABLE CLOSED CELL SPRAY FOAM INSULATION; MIN. 7" THICKNESS AT R-6 PER INCH PRESIDENTIAL SHINGLE ROOF 12 3.25 w d O c.s z N m J W W H N O 0 m EXISTING FLOOR FRAMING -.II �• EXISTING 2X4 BASEMENT WALL FRAMING EXISTING CONC. BASEMENT FOUNDATION WALL WITH 2X4 FURRING AND BATT INSULATION � EXISTING FOUNDATION AND _SLAB AND GRADE Sri— iIII- �lIII Wall Section at Vaulted Ceiling PAINTED GYP. FINISH CEILING FOLLOWS SLOPE OFTJIs STEEL BEAM PER PLAN z �_ [!3 W W o � U H � � W � � � 2 � � � � O � N � Q � O � W � � > � N � = O �°���� �, ����� �, �oo��, � � J C���O mMWCV� m M O O M � � O Q y CVO N z � � o O � �" H Z Q cn � o 0 � — '� '� W JW �'>�> J J Y W a� a� C± m Q OG � � as Z � _O ci ~ Q O � � � Y W � Q� O ~ CV a m °� z W � 3 y W � y c� � ° m 1�8�� REGISTERED 1 � ARCHITECT a BLAKE ©. FISHER STATE DF VVASHINGT[7N O �i Al2 � Perspective � Views W 1 � � ISSUE DATE PROJECT CLIENT Blake Fisher, AIA m W � SEPT. 11, 2020 AKERS BILL AND MARY 330 Dayton Street, Suite 6 �, ° � � RENOVATION AKERS Edmonds, WA 98020 � © � � 206.852.5054 = cn �, �, m DRAWN BY REVISIONS 0 blake@blakefisherarchitecture.com � m Revision 1 - 201008 � o BDF 0 Revision 2 - 210730 BLAKEFISHER ARCHITECTURE�DESIGN_. ° 'ti 1 1 t � �� I '�, r `� ����, � � � I � �� _ 1 ��' 4 ,1 i � �, �+ � �,, I r ��, ``�,, '1 �� � �� �� ����, �, 1' ' , H � titi � rt � �_ � �', O� ` � � ��'1 _� _ �. i � � �, t � - O � ;' ,. � � 'j ,' �' i ,� r� rn ,; � � ��� ��� r � i' o � � � ;� � I � _. , � j cQ � �-- 1' rn �� �' -- ,�, i ,� 1 �� 1 _ , �' 1 ;; � ;� 1 � �? � � 1 I �� I r I 1 1 I I f 1 I � ;� I �, I ,,, I .� �� 1� 1 �� N I �,, I H J �� z � 1 � r* I o� � - � I < �I c� i , 1 � l 1 �, � o j �� �' � � +� r � �� I �' f � � �� �• � 1 ,� +� � � �++ �+ � �� o � �+ � 1� � f � r �' 1 ? 0 1 _. � � � rn ' 1 r � r + (n r' I rt � r i , �,� � +' -- � ? - r� � ti ti 1 %� � � �� -. ,�� � � � '� � � �- �r � � `� ,� '`e � , � Perspective � Views � � ISSUE DATE PROJECT CLIENT Blake Fisher, AIA m � � SEPT. 11, 2020 AKERS BILL AND MARY 330 Dayton Street, Suite 6 �, ° � � � RENOVATION AKERS 98020 Ao �� 206 852.5054 �, � I � � u� 0 REVISIONS blake@blakefisherarchitecture.com �, m � DRAWN BY Revision 1 - 201008 � � � o BDF 0 Revision 2 - 210730 BLAKE FISHER ARCHITECTURE &DESIGN o _. A. DESIGN CRITERIA 2. CONCRETE SHALL HAVE A SLUMP OF 4" ± 1 " AT THE POINT ABBREVIATIONS i. GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE WITH OF DELIVERY. WASHINGTON STATE AMENDMENTS. 3. ALL CONCRETE MUST ACHIEVE FULL COMPRESSIVE ADD'L ADDITIONAL ii. RISK CATEGORY: II STRENGTH BEFORE BEING SUBJECT TO FREEZING AND ALT ALTERNATE iii. CONSTRUCTION LOADS: CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL THAWING CYCLES. ARCH ARCHITECT/ARHITECTURAL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. iii. POSITION AND SECURE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE. B/ BOTTOM OF iv. LIVE LOADS: REFERENCE ALL CONTRACT DRAWINGS AND COORDINATE EMBEDDED ITEMS. BLKG BLOCKING a. ROOF 20 PSF iv. REFERENCE TESTING AND SPECIAL INSPECTION SECTION FOR CONCRETE TESTING BM BEAM b. FLOOR 40 PSF AND ACCEPTANCE CRITERIA. BOT BOTTOM v. E SNOW LOADS: v. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS BRG BEARING a. GROUND SNOW LOAD 25 PSF a. PORTLAND CEMENT ASTM C150 BTWN BETWEEN b. FLAT ROOF SNOW LOAD 17.5 PSF b. AGGREGATES ASTM C33 CL CENTERLINE c. IMPORTANCE FACTOR 1.0 c. MIXING WATER ASTM C1602 CJ CONSTRUCTION/CONTROL JOINT d. SNOW EXPOSURE FACTOR Ce 1.0 d. AIR ENTRAINMENT ASTM C260 CLR CLEAR e. THERMAL FACTOR C 1.0 e. MIXING AND TRANSPORTING ASTM C94 OF ASTM C685 CONC CONCRETE f. MINIMUM ROOF SNOW LOAD 25 PSF [PER CITY OF EDMONDS] vi. CONCRETE PLACEMENT, CONSOLIDATION AND CURING SHALL BE IN CONFORMANCE CONST CONSTRUCTION vi. F WIND LOADS -ASCE 7-10 CHAPTER 28, PART 2 -ENVELOPE PROCEDURE: WITH ACI 318-14 CHAPTER 26. CONT CONTINUOUS a. BASIC WIND SPEED: 110 MPH (ULTIMATE) vii. CONCRETE REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING CTRD CENTERED b. EXPOSURE: D SPECIFICATIONS DBL DOUBLE DET DETAIL c. COMPONENTS &CLADDING: a. REINFORCING BARS ASTM A615, GRADE 60 DF DOUGLAS FIR 1. END &CORNER ZONES 30 PSF (ASD) viii. REINFORCING BARS SHALL NOT BE WELDED, HEATED OR CUT UNLESS INDICATED ON DIAG DIAGONAL 2. INTERIOR ZONES 18 PSF (ASD) THE CONTRACT DOCUMENTS OR APPROVED BY THE EOR. DWG DRAWING 3. ROOF OVERHANG -57 PSF (ASD) ix. REINCORCING COVER REQUIREMENTS SHALL BE: EA EAC H vii. SEISMIC LOADS -ASCE 7-10 CHAPTER 12, EQUIVALENT LATERAL FORCE PROCEDURE: a. CAST AGAINST EARTH 3" EF EACH FACE a. IMPORTANCE FACTOR 1.0 b. EXPOSED TO WEATHER/EARTH 1-1/2" EN EDGE NAILING b. SS 1.280 g c. SLABS AND WALLS 3/4" EL ELEVATION c. S1 0.502 g a. REFERENCE DRAWINGS FOR REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS. EMBED EMBEDMENT d. SDS 0.853 g F WOOD ENGR ENGINEER e. SD1 0.502 g i. ALL WOOD PRODUCTS AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER FOR ENGINEER OF RECORD f. SITE CLASS D 23, NDS AND NDS SUPPLEMENT (NATIONAL DESIGN SPECIFICATION FOR WOOD EQ EQUAL g. SEISMIC DESIGN CATEGORY D CONSTRUCTION), ANSI/TPI 1 (NATIONAL DESIGN STANDARD FOR METAL PLATE ES EACH SIDE h. BASIC SEISMIC FORCE RESISTING SYSTEM CONNECTED WOOD TRUSS CONSTRUCTION) EW EACH WAY 1. LIGHT FRAMED WOOD WALLS SHEATHED WITH WOOD ii. ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED (E) EXISTING STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING EXT EXTERIOR i. DESIGN BASE SHEAR 3904 LBS (ASD) AGENCY. F/ FACE OF j. CS 0.131 iii. SAWN LUMBER SHALL CONFORM TO THE GRADING RULES OF WWPA, WCLIB, OR NLGA, FLR FLOOR viii. DEFLECTIONS: AND BE OF SPECIES AND GRADE AS LISTED BELOW FDTN FOUNDATION a. ROOF TOTAL LOAD L/240 a. STUDS &PLATES (2X & 3X) HF #2 FTG FOOTING b. ROOF LIVE LOAD L/360 b. POSTS (4X) HF #2 GA GAUGE c. FLOOR TOTAL LOAD L/360 c. JOISTS (2X) HF #2 GALV GALVANIZED d. FLOOR LIVE LOAD L/480 d. BEAMS (4X) HF #2 GEN GENERAL B. GENERAL NOTES e. BEAMS (6X) DF #1 GLB GLUE LAMINATED BEAM i. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE f. POSTS (6X) DF #1 GR GRADE GENERAL STRUCTURAL NOTES. iv. WOOD STRUCTURAL SHEATHING SHALL BE APA RATED AND CONFORM TO THE GT GIRDER TRUSS ii. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. PRODUCT STANDARDS PS-1-95 & PS-2-92 OF THE US DEPARTMENT OF COMMERCE GWB GYPSUM WALL BOARD ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO AND THE AMERICAN PLYWOOD ASSOCIATION (APA). HD HOEDOWN EXCAVATION. THE ARCHITECT AND FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES a. ROOF SHEATHING HDR HEADER OR INCONSISTENCIES. 1. THICKNESS 15/32" HF HEM -FIR iii. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE 2. SPAN RATING 24/16 HORIZ HORIZONTAL STRUCTURAL DRAWINGS. 3. GRADE C-D HSS HOLLOW STRUCTURAL SECTION iv. REFERENCE THE ARCHITECTURAL DRAWINGS FOR OPENINGS, INTERIOR AND 4. EXPOSURE 1 HT HEIGHT EXTERIOR NON -BEARING WALLS, CURBS, FLOOR DRAINS, SLOPES, DEPRESSED b. ii FLOOR SHEATHING INT INTERIOR AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FINISHES, STAIRS, AND 1. THICKNESS 23/32" Ld DEVELOPMENT LENGTH DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 2. SPAN RATING 24 OC LONG LONGITUDINAL Ls SPLICE LENGTH v. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE 3. GRADE STUDD-1 FLOOR LSL LAMINATED STRAND LUMBER RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL 4. EXPOSURE 1 LVL LAMINATED VENEER LUMBER NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE c. iii WALL SHEATHING MAX MAXIMUM STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1. THICKNESS 15/32" MECH MECHANICAL vi. THE CONTRACT DRAWINGS REPRESENT THE STRUCTURE IN ITS FINISHED STATE. 2. SPAN RATING 32/16 MFR MANUFACTURER THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 3. GRADE C-D MIN MINIMUM PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, 4. EXPOSURE 1 MISC MISCELLANEOUS AND VISITORS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO BRACING, v. THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, MTL METAL SHORING, AND SAFETY STANDARDS SUCH AS OSHA AND WSHA. A VISIT TO THE SITE INC WERE USED AS THE BASIS OF DESIGN FOR THIS PROJECT. REFERENCE GENERAL (N) NEW BY THE FOR SHALL NOT INCLUDE REVIEW OF THESE ITEMS. NOTES ABOVE FOR SUBSTITUTION CRITERIA. NOM NOMINAL vii. OPENINGS, NOTCHES, HOLES, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS vi. WOOD CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERE'S PROVIDED NTS NOT TO SCALE UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM LOAD CAPACITY OF THE OC ON CENTER viii. PRODUCTS SPECIFIED IN THESE DRAWINGS ARE USED AS THE BASIS OF DESIGN CONNECTOR, UNLESS NOTED OTHERWISE IN THE DRAWINGS. OPP OPPOSITE FOR THE PROJECT SUBSTITUTIONS MAY BE SUBMITTED TO THE FOR FOR REVIEW. vii. NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 UNLESS MORE RESTRICTIVE OSB ORIENTED STRAND BOARD SUBSTITUTION REQUESTS MUST CONTAIN A CURRENT ICC-ESR OR IAPMO-ER NAILING IS INDICATED ON THE PLANS OR DETAILS. OWWJ OPEN WEB WOOD JOIST REPORT IDENTIFYING THE SAME OR GREATER LOAD CAPACITY FOR THE REQUESTED viii. NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE ON THE DRAWINGS. PL PLATE COMPONENT. ix. NAILS AND STAPLES SHALL CONFORM TO IBC SECTION 2303.6. PERP PERPENDICULAR ix. DETAILS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND x. NAIL SIZES SHALL BE AS FOLLOWS: PLY PLYWOOD CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS a. 8D COMMON LENGTH = 2-1/2" DIAMETER=0.131 " PSL PARALLEL STRAND LUMBER MADE IN EVERY INSTANCE. b. 10D COMMON LENGTH = 3" DIAMETER = 0.148" PT PRESSURE TREATED C. TESTING &SPECIAL INSPECTIONS c. 16D COMMON LENGTH = 3-1/2" DIAMETER = 0.162" REF REFERENCE i. BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC d. 16D SINKER LENGTH = 3-1/4" DIAMETER 0.148" REINF REINFORCING SECTION 110. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS xi. LAG SCREWS AND THRU BOLTS SHALL BE A307. PROVIDE PLATE WASHERS UNDER REQ'D REQUIRED WITH THE BUILDING OFFICIAL. HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. RET RETAINING D. FOUNDATIONS xii. SHEAR WALL HOEDOWN HARDWARE IS SPECIFIED FROM THE LATEST PRODUCT SCHED SCHEDULE i. CONFORM TO IBC CHAPTER 18 FOR SOILS AND FOUNDATIONS. CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC. PROVIDE SEC SECTION ii. ALLOWABLE SOIL BEARING PRESSURE - A GEOTECHNICAL REPORT WAS NOT ADDITIONAL FRAMING MEMBERS PER THE MANUFACTURER'S INSTALLATION SHTG SHEATHING PROVIDED FOR THIS PROJECT. PRESUMPTIVE SOIL LOAD -BEARING VALUES BELOW INSTRUCTIONS TO ACHIEVE THE MAXIMUM CAPACITY. DO NOT COUNTERSINK SIM SIMILAR WERE USED AS THE BASIS OF DESIGN. HOEDOWN BOLTS. SOG SLAB -ON -GRADE a. 1500 PSF [IBC 2015 TABLE 1806.2] xiii. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO SPEC SPECIFICATION iii. ALL FOUNDATIONS AND SLABS -ON -GRADE SHALL BEAR ON STRUCTURAL COMPACTED IBC SECTION 2308 -CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SECTION SQ SQUARE FILL OR COMPETENT NATIVE SOIL. EXTERIOR AND PERMITER FOOTINGS SHALL HAVE A 2304 -GENERAL CONSTRUCTION REQUIREMENTS. STD STANDARD MINIMUM DEPTH OF 18" AND INTERIOR FOOTINGS SHALL HAVE A MINIMUM DEPTH OF xiv. WOOD MATERIALS IN DIRECT CONTACT WITH CONCRETE OR OTHERWISE REQUIRED TO STIFF STIFFENER 12". BE PRESERVATIVE TREATED SHALL CONFORM TO THE STANDARDS OF THE AMERICAN STRUCT STRUCTURAL E. CONCRETE WOOD -PRESERVERS ASSOCIATION (AWPA). METAL HARDWARE AND FASTENERS SW T/ SHEAR WALL TOP OF i. CONFORM TO ACI 318-14 AND IBC CHAPTER 19. INCONTACT WITH PT WOOD SHALL BE STAINLESS STEEL TYPE 316L, HOT DIP T&B TOP &BOTTOM ii. CONCRETE MIX DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS BELOW: GALVANIZED, OR Z-MAX COATED PROVIDED THE ZINC CONTENT IS AT LEAST 1.85 OZ/SF. T&G TONGUE &GROOVE a. FOUNDATIONS, STEM WALLS G. POST INSTALLED ANCHORS THK THICK 1. STRENGTH: 3500 PSI i. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE LATEST REVISION OF THE ICC-ES THRU THROUGH 2. TEST AGE: 28 DAYS ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT OR IAPMO-ES REPORT IN TJI TRUSJOIST WOOD I JOIST 3. MAXIMUM AGGREGATE: 1 " ACCORANCE WITH THE APPLICABLE BUILDING CODE. TRANS TRANSVERSE 4. EXPOSURE CLASSIFICATION: F1, C1 ii. REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. TYP TYPICAL 5. MAXIMUM W/C RATIO: 0.55 iii. REFERENCE TESTING AND INSPECTIONS SECTION ABOVE FOR SPECIAL INSPECTION UNO UNLESS NOTED OTHERWISE 6. TARGET AIR CONTENT: 4.5% (± 1.5%) CRITERIA FOR POST -INSTALLED ANCHORS. VERT VERTICAL b. MIX NOTES: WHS WELDED HEADED STUD 1. THE MIX DESIGN SHALL MEET THE REQUIREMENTS WTS WELDED THREADED STUD OF ACI 318-14 CHAPTER 19 BASED ON THE EXPOSURE WWF WELDED WIRE FABRIC CLASSIFICTIONS IDENTIFIED ABOVE. w � � o � � .� O � �¢ � a� o � � � o� a > � �°�' w . Jo ,� W � o Z �� �N '-' l h - o t.J } 00 Z � O �W U ROSE �Y �\\�`�. pF W ASy��Y/�yt�` _ `-` � 54970 �v� O�FSS�ONAL E�G\�� 9/7/2020 © 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. W 0 zQ O �� Q C/� w = 0 DC � z � � O � ID w r W Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SHEET NUMBER S�.O PROJECT NUMBER 20-12 WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL (EN) PLATE ATTACHMENT TO WALL THICKNESS & AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING gELOW GRADE EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND 1-1/4" 1.55E SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC TIMBERSTRAND 2X 2X 5/8" Q� @ 48" OC PT 2X 242 339 LS L 1-3/4" 1.55 E SW-4 15/32" 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12" OC TIMBERSTRAND 2X 2X 5/8" Q1 @ 32" OC PT 2X 353 495 LS L NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOEDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. SHEAR WALL SCHEDULE SCALE: NTS POST PER PLAN o_o as - �� �, ° . a a a COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL �'] TYP ISOLATED POST BASE SCALE: 1 " = 1'-0" STUD WALL FRAMING BOTTOM PLATE ATTACHMENT ADD'L NAILING AS REQ'D PER SW SCHEDULE FLOOR FRAMING DIAPHRAGM EDGE NAILING DOUBLE TOP PL STUD WALL FRE SILL PLATE SHEAR WALL SHTG PER PLAN ABOVE EDGE NAILING RIM BOARD SHEATHING SPLICE FRAMING CLIP EDGE NAILING SHEAR WALL SHTG PER PLAN BELOW EDGE NAILING ANCHOR BOLT SHEAR WALL KEY DETAIL FLOOR/ROOF FRAMING HEADER DOUBLE TOP PL NOT SHOWN FOR CLARITY PER PLAN 3x BLKG AT STRAP ABOVE &BELOW OPENING SIMPSON CS16 STRAP ABOVE & BELOW OPENING EXTEND 2'-0" MIN PAST WINDOW OPENING, TYP - KING STUDS NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED FTAO SHEAR WALL ELEVATION SCALE: 1 /2" = 1'-0" TYPICAL HEADER FRAMING SCALE: 1 " = 1'-0" ENTRY CANOPY POST PER PLAN 1/2" KNIFE PL W/ (2) 5/8" QJ THRU BOLTS 3" 51 /2�I I 1�4" O O o B/POST 1�2 1 /4 T/FTG o 2�2„ 1�2" TYP EDGE DIST 2„ a SIMPSON PB POST BASE � ° ° i', PLATE W/ REBAR ANCHOR LAYOUT _ U °C Q 1/2"x5.5x5.5 BASE PL w W/ (2) #4 A706 X 8" REBAR � o a WELDED TO BOT OF PLATE a a T/GRADE T/GRADE ° a to z = ° a ° �� II - � - = w �o a ° a° a `� z T� 12" SO CONC FTG W/ � (2) #4 EA WAY (3) LOCATIONS — CONC FTG a ° REFERENCE PLAN FOR DIMENSIONS AND � COMPETENT NATIVE SOIL REINFORCEMENT � OR COMPACTED STRUCTURAL FILL, TYP KNIFE PLATE AT ENTRY BASE PLATE SCALE: 1-1 /2" = 1'-0" TRIMMER STUDS WINDOW SILL CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY "✓ALL ABOVE WHERE OCCURS SHEATHING PER PLAN RIM JOIST WHERE OCCURS PER PLAN DOUBLE TOP PL SPLICE PER PLAN �� : ' : ' =� 16d NAILS EA END 'P (8'-0" MAX SPAN) MER STUDS PER PLAN WALL PER PLAN NOT SHOWN FOR ITY SOWS 16d NAILS �GGERED @ 6" OC �HIN SPLICE LENGTH DOUBLE TOP PLATE (2) 16d AT LOWER PLATE BREAK LINE STUDS AND SPACING PER PLAN 1. SHEATHING AND FLOOR/ROOF FRAMING NOT SHOWN FOR CLARITY 2. AT LOCATIONS WHERE THE TOP PLATE IS INTERRUPTED, PROVIDE SIMPSON LSTA15 STRAP EA SIDE OF TOP PL TO BEAM FOR CONTINUITY. TYPICAL TOP PLSPLICE SCALE: 3/4" = 1'-0" W� �o � ,� 0 � �¢ � N o �' 3N �w 3� �� �~ J O ,� U1 � ' M Z � ►.� � N } O �� Lu U ROSE �Y �\\�`�. pF W ASy��Y/�yt�` _ `-` � 54970 �v� O�FSS�ONAL E�G\�� 9/7/2020 © 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w 0 zQ O �� Q C/� w = 0 � �z � O � � W r LLJ Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIT SHEET TITLE FOUNDATION & SHEAR WALL DETAILS SHEET NUMBER S3.0 PROJECT NUMBER 20-12 ROOF FIN PER AR GLB RIC r�i iTn nrn ni nni JOISTS R PLAN DF BEAM 30 LTS r �n r v-\ry KING POST @RIDGE SCALE: 1-1/2" = 1'-0" ice\ wo oinn� Q�nnn n� n�� nnnv r�i D CDn�I\ (2) 16d NAILS @ EA BLOCK & @ EA (E) ROOF RAFTER TYPICAL ROOF OVERFRAMING SCALE: 1 " = 1'-0" FASCIA PER ARCH NON-STRUCTURAL FURRING AS REO'D FOR SOFFIT — SOFFIT PER ARCH 0 2X6 HF #2 RIM FASTEN W/MIN (3) 16D NAILS EA JOIST SHTG PER PLAN STAGGER NAILING SIM SLC KING POST @RIDGE SCALE: 1-1 /2" = 1'-0" TYPICAL HEADER FRAMING SCALE: 1 " = 1'-0" SIMPSON H2.5 EA JOIST TO BEAM/WALL BELOW � 2X6 BLKG @HEADER 2X6 HF #2 OUTRIGGERS W/ 5'-0" CLR BACKSPAN @ 16" OC T/OPENING � NON-STRUCTURAL FURRING AS REO'D FOR CEILING FINISH CEILING FINISH PER ARCH HIGH HEADER PER PLAN OUTRIGGERS @VAULTED ROOF SCALE: 1-1/2" = 1'-0" SIMPSON LUS HGR 1:3��»:i�Ie1�l 1/4" STIFFENER PL EA SIDE OF WEB AT END OF TOP FLANGE PROVIDE 2X STUD PACK BELOW WF NAIL EACH STUD W/ 16d @ 12" OC STAGG WF BM @WALL SCALE: 1-1 /2" = 1'-0" w 0_ O SHTG PER PLAN C�LJT(� nrn nl nnl TJI ROOF JOIST BEYOND WF LOW BEAM PER PLAN TAPER TOP OF WF AS REO'D AT ROOF FRAMING i z (2) 1/4" X 4" SIMPSO SDS SCREWS EA SIDE OF WEB, TYP (E) DBL TOP PL TO REMAIN (N) HDR @SIM =R PLAN �F JOISTS PER PLAN SOLID SAWN 4X SHIM BEAM ABOVE (E) DBL TOP PL CONNECT TO DBL TOP PL W/ SIMPSON LTP5 @ 18" OC, TYP 1�2�� TYP KING @LOW WF BM SCALE: 3" = 1'-0" f PER PLAN � FLANGE TO F BM BELOW _ EA SIDE �N WITH EACH ANGE w � w �� �� � �� O T i�^ �./ � -� � � °o� �N w s �� ~~ J O ,�U1 �•� T � � r-+ ll��� � N V } O .� � �w U ROSE �Y ��\�`�. pF W ASy��Y/�yF `�-, � hQ' �1 � � � 54970 �v� O�FSS�ONAL E�G\�� 9/7/2020 © 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w � zQ O �� � Q� w =o � �z � �O OC � o w r W Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIIT SHEET TITLE ROOF SECTIONS & DETAILS SHEET NUMBER S3.1 PROJECT NUMBER 20-12