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APPROVED BLD PLN ENG RESUB1 BLD2023-1028+Architectural & SITE _Plan+9.22.2023_4.01.03_PM+3800284ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR � APPROVED EQUAL. I I OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 00 ti N 0 0 CV OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Zone RS-8 Corner N Flag N Setbacks: Required Actual Front 25' 25'- Sides _ �'5_ _ - - 20'10"S 12'N 15' ' 30'7.5" Rear Other ____ ____ Height 25� 11' APPROVED BY PLANNING Sep 29 2023 L n J n >= U 0 a� M N I I 1 IF DRIVEWAY IS REPLACED A SEPARATE ROW NO STORMWATER MANAGEMENT SYSTEM PERMIT AND APPROVAL FROM THE CITY IS REQUIRED AT THIS TIME. IF NEW AND/OR REQUIRED AND WOULD BE INCLUDED IN THE REPLACED IMPERVIOUS SURFACE EQUALS IMPERVIOUS SURFACE CALCULATIONS (SEE NOTE 2000SQFT OR GREATER, A STORMWATER ABOUT STORMWATER REQUIREMENTS). PLEASE I 1 MANAGMEMENT SYSTEM MAY BE REQUIRED NOTE THAT THE DRIVEWAY SHALL BE ASPHALT I HEAT PUMP: WALL � FROM EDGE OF ROADWAY TO THE PROPERTY LINE. I MOUNTED MECHANICAL EQUIPMENT MAY EXTRUDE PER CITY CODES AND STANDARDS ONCE ON PRIVATE PROPERTY THE DRIVEWAY MAY I INTO THE SETBACK NO �' I BE ANY APPROVED HARD SURFACE. I MORE THAN 30" I I � 30'-7 1 /2" i, 66'-0" i, 19'-0" i, 25'-2" �, � 0'- ' / � q, 3g9 / i C B � II . �� ��, RIM=397.49' I I I J� �� D D ���� ���� ��'IF1W � D�,_��D��.���n.�� � ������������ ����L� D D D D I I h i ' ` � � / D=399.0' (E) SHEED C=399.0' N oH� off �H o I / �� 116.61 sgft � �� � = I / � 7_5' SIDE SETBACK � off-- 00 L----------------- ---------- -- ------ c� � iv FUTILITY / r � � oH� oH� I� � ROLE I / / o � � � OH � V � �� �� � � II o p � II I ��I, � � , � I° � o � � � I . p o / II I i � � I � � � . � / I � I (E) HOT I � � I �� �� � I � � � � �/ � I I i I I TUB I �, NEW GARAGFI � I I � _ � ���� I L.L.I � I I � �� ADDITION AREA � � \ � o � � � � � I z 111 _ - - 1I �� 380.00 sq ft ' I I A� N I o v � � � N I I i / i � I �� . I I J I W i � I I � I I > m 0 0 I ; � j I I � EXISTING ONE � --------......--------- ........ ...... / � I N~ o I o WATER I I �I I STORY SINGLE � -I - - � - - - - - J I I (� w I I I �I � FAMILY RESIDENCE w I w w w w w I � = METER I � I �I I m I AREA = 2,223.30 sq ft w �" w Iw �I I �I I ----- -- -�- � I I `^' w w w w wl �lv � I I �I I , - I � N I I 98 SF OF NE�+IV I o I �I I II DI I I ; CONC. SID�N'VALK II � I � I nl ; II I IN O I �I I I �I I � II I to I I I I� � N I . o I II I t o i t II I co O I 1 I I � _ I I I o o I I J of I I I j ss ss - - SS - SS - - - ss Ss t - - sS � - SS - - ss � o� SS - - - ss - - - sS I I - I� I I I I ❑ I I � o III / III i � ,I� q ;� I / I I I III � � SANITARY I I� \ I i � I I� I � I = SEWER I � I I m I I CLEANOUT I y' I U I � III I I N �/ ------------------ � o ► i m I = � I II i � � I D / ' / ,� ��� ill I/ I I I� I I iv I / I I II � o (E) SHEED I \\ � � � � I I _ / I W W W W I � I o / J I III \� 154.18sgft I \� ____ Z Z 4 - Z - --------------I I N I // � L - - L - - - - - - - - - - --a-I � I � � 7.5' SIDE SETBACK a a a d I I // Q I I I � � I ° II I � I I // I I - -- � '� �, � N895 1 �� �� 1 0 � 3g�"� � � �398'� � �39g, i� N SITE PLAN SC:ALt: 1" = 1�' o COVERED /1 A /+� MAIN FLOOR AREA PLAN 0 SURFACE WATER RUNOFF FROM THE GARAGE SHALL NOT NEGATIVELY IMPACT NEIGHBORING PROPERTIES AND THE CITY RIGHT-OF-WAY. DISCHARGE SURFACE WATER RUNOFF TO AN APPROVED LOCATION (I.E SPLASHBLOCKS, DRYWELL, ETC.). ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ON JOB SITE ,\ i I O Applicant shall repair/replace�all � damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES w (, I I w I I cB � RIM=397.72' w� E: ENGINEERING DIVISION APPROVED AS NOTED 9 09/25/2023 �� Interconnected Smoke Alarms Are A Requirement ��� ;; Of This Permit In Accordance With R314.2.2 �� E� - Separate Plumbing Permit Required City Of Edmonds Building Department Work ADDITION/REMODEL Address 19804 86TH PL W Owner ; CURRY ---------------------------------- Approved Date 10/04/2023 Building Official EIrI.Ci ��A�'f PX Permit Number BLD2023-1028 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 ...:,.. -� _. SIALER - �o,Q o �M .,,..,,. - �;,,,�m RESIDENTIAL -COMMERCIAL �� .. MRFLEWOOEI o � a,. a i. a �....., n. VICINITY MAP PROJECT NO TO SCALE PROJECT DADA TAX PERCEL NUMBER # 005652-000-011-00 LAND AREA: 12,001 SF (0.276 ACRES) SITE ADDRESS: 19804 86TH PL W EDMONDS, WA 98026 OWNER: WILLIE R. CURRY & WHITNEY T. CURRY CONTACT PERSON: LUIS F. SIALER 16008 MOTOR PL LYNNWOOD, WA 98087 CELL: 425-877-7377 sialerdesign@gmail.com ZONING r�iI�II�C : �: SETBACKS: STREET: 25' REAR: 15' SIDE: 7.5' MAX. HEIGHT : 25' LOT COVERAGE BY BLDG: 35% OF LOT SIZE MIN. PARKING SPACE: 2 LEGAL DESCRIPTION LOT 11, SCOTT'S FIRVIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 115, RECORDS OF SNOHOMISH COUNTY, WASHINGTON PROJECT DESCRIPTION ON A ONE STORY SINGLE FAMILY RESIDENCE CONVERT PART OF TH EXISTING GARAGE INTO LIVING SPACE, AND ADD 380 SF OF GARAGE ADDITION. STRUCTURAL LOT COVERAGE LOT SIZE 12,001 SF MAX. LOT COVERAGE 35% = 4,300.35 SF (E) BUILDING FOOTPRINT 2,223.30 SF (E) SHEED AT N SIDE 116.61 SF (E) SHHED AT SW SIDE 154.18 SF PROP. GARAGE ADDITION 380.00 SF TOTAL BUILDING FOOTPRINT 2,874.09 SF (23.95%) BUILDING FLOOR AREAS EXISTING RESIDENCE 1,733.00 SF AREA TO BE CONVERTED 470.00 SF TOTAL LIVING AREA: 2,203.00 SF GARAGE ADDITION 400.00 SF (E) COVERED PORCH 225.00 SF (E) COVERED PATIO 216.00 SF HEIGHT CALCULATION A = 399.0' B = 399.0' C = 399.0' D = 399.0' TOTAL (A+B+C+D)/4 = 399.0' AVERAGE GRADE = 399.0' MAX RIDGE 399.0' + 25' = 424.0' ACTUAL RIDGE ELEV. = 410.17' IMPERVIOUS SURFACE TOTAL NEW OR REPLACED IMPERVIOUS SURFACE = 478 SF BUILDING CLASSIFICATION A. OCCUPANCY CLASSIFICATION: RESIDENCE R-3 B. TYPE OF CONSTRUCTION: 1. AUTOMATIC SYSTEM PROVIDED_YES X NO SPRINKLER SYSTEM TO BE A FLOW THRU SYSTEM 2. TYPE OF CONSTRUCTION: TYPE VB A1.1 SITE PLAN AND NOTES SURVEY PLAN A1.2 EXTERIOR 3D VIEWS A2.1 FLOOR EXITING PLAN A2.2 ROOF EXISTING PLAN A2.3 FLOOR DEMOLITION PLAN A2.4 FLOOR PLAN A2.5 ROOF PLAN A3.1 BUILDING EXISTING ELEVATIONS A3.2 BUILDING ELEVATIONS A4.1 BUILDING SECTION AND WALL SECTION A6.1 SCHEDULES A8.1 DETAILS 1 6008 MOTOR PLACE LYNNWOOD, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED DR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF ONE BUILDING. ANY OTHER USE DR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION 1 09/22/2023 PER PLANNING DIVISION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: SITE PLAN AND NOTES APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A1.1 m m PLOT SCALE: 1:1 PLOTTED ON:9/22/23 W ICI S E GRAPHIC SCALE 5 0 5 10 20 1 INCH = 10 FT. �� FOUND MONUMENT IN CASE FOUND REBARAS DESCRIBED • SET 5/8" X 24" IRON ROD W/1"YELLOW PLASTIC CAP © POWER METER ❑O GAS METER HVAC HVAC UNIT ® MAILBOX GUY WIRE �" UTILITY POLE ® CATCH BASIN SANITARY SEWER MANHOLE ❑� SANITARY SEWER CLEANOUT D4 WATER VALVE FIRE HYDRANT ® WATER METER SS APPROXIMATE LOCATION SANITARY SEWER LINE —SD— APPROXIMATE LOCATION STORM DRAIN LINE APPROXIMATE LOCATION W UNDERGROUND WATER LINE REFERENCES 1. RECORD OF SURVEY : 202102235002 2. SHORT PLAT -PLN-2016-0006: 201710125001 3. PLAT - SCOTT'S FIRVIEW : VOL 21, PG 115 4. LOT LINE ADJUSTMENT - LL-04-118 : 200510185003 5. SHORT PLAT - S-03-25 : 200308125006 5. SHORT PLAT - S-17-90 : 9106190389 OHP OVERHEAD POWER OHU OVERHEAD UTILITIES X CHAINLINK FENCE � WOOD FENCE ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE R REFERENCE CE CEDAR * INDICATES MULTI -TRUNK LEGAL DESCRIPTION LOT 11, SCOTT'S FIRVIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 115, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE PLAT OF SCOTT'S FIRVIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 115, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PROJECT INFORMATION PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: WILLIE & WHITNEY CURRY 19804 86TH PLACE W EDMONDS, WA 98026 005652-000-011-00 19804 86TH PLACE W EDMONDS, WA 98026 RS-8 CITY OF EDMONDS 12,001 S.F. (0.276 ACRES) AS SURVEYED GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35 TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MAY 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM &CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM GPS OBSERVATION USING THE WSRN. DATUM - NAVD 88 DATUM 1.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS /MINUS 0.5' FOR THIS PROJECT. 0 SQ 51� 9 L s LINE EI FOl I 2 O w �O� �`��0200 0 o� SS v 0 0 �°9� X �X'°°° CB RIM = 397.72' 30' 2 O SE CORNER OF LOT 12 OF SCOTT'S FIRVIEW u�i PER R3 30.00' (R3) ° _ _ _ °° S89°54'16"E °�� 1 N89°34'43"W � 0�6 FOUND REBAR &CAP 30.00' (R2) � o 0 (TRICO 14490) � 16" NE CORNER OF LOT 3 OF �, w � 20 0.21'S&0.21'WOF �=� Q�,�� CALCULATED CORNER SP PLN-2016-0006 � � c�Q PER R2 PER R2 ,a o N � � � � � � N `� � / �/ FOUND CONC MON W/ 3" BRASS DISK P W/ PUNCH IN CASE �i �� � 0.4' DOWN �� � HELD FOR POSITION O �j�. �V . Q �P L w 'zr' 1..� Z CV >� r U �w^J �/ / r Z W Z z 0 z O w w Q 0 W ■■ • V C C •� �> Hi �pRP �o G��SpN '� ,� P�� �a co W � w F a �' o ® " ,� 7f � 4� �o ��HZ �o � > O w Q� U � w � � 0 00 Z >= O � � 0 w RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NO. 23-276 N_ V V 00 N N V N C O 0_ 0 L N .� E E w w z M N rn E 0 U .Q �, N N N DRAWN BY: MTS CHECKED BY: EFJ DATE: 5/26/2023 SHEET 1 OF 1 �I U O PERSPECTIVE 1 2� PERSPECTIVE 2 S IALE R DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED DR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: EXTERIOR 3D VIEWS APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A1.2 n J_ 7 n MAIN FLOOR EXISTING PLAN �I U O N N SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 5 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION ❑F ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: FLOOR EXISTING PLAN I APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A2.1 PLOT SCALE: 1:1 PLOTTED ON:7/31/23 1 2 3 4 A 5 A4.1 I I � � I I I � � I I I I -- --- --- L n J_ n -- Y Y ROOF EXISTING PLAN E U O N i i i 3 4 5 SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6008 MOTOR PLACE LYNNWOOD, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. USE OF THIS DRAWING I5 LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ❑NE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2C21 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: ROOF EXISTING PLAN APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A2.2 (6 7 N N PLOT SCALE: 1:1 PLOTTED ON:7/31/23 -- --- L n J_ n -- Y Y 1 2 3 4 5 I I I I I I I I I I I i I I 1 I i I I 2 MAIN FLOOR DEMOLITION PLAN E U O N 1 I I I I I I i i i I I I I I 3 4 5 WINDOW TO BE REMOVED DOOR TO BE REMOVED GARAGE DOOR TO BE REMOVED WALL TO BE DEMOLISHED DEMOLITION PLAN GENERAL NOTES GENERAL CONTRACTOR TO CONFIRM DIMENSIONS ON -SITE CONTACT SIALER DESIGN LLC IF DISCREPANCY IS FOUND BETWEEN PLAN DIMENSIONS AND ON -SITE DIMENSIONS. PROTECT EXISTING ITEMS AND FINISHED TO REMAIN AGAINST DAMAGE DURING CONSTRUCTION. SHORE STRUCTURAL AS REQUIRED TO SUPPORT EXISTING CONSTRUCTION TO REMAIN. PATCH AND REPAIR WEATHERPROOFING AS REQUIRED SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6008 MOTOR PLACE LYNNWOOD, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION DF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ❑NE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2D21 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: FLOOR DEMOLITION PLAN APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A2.3 (6 7 N N PLOT SCALE: 1:1 PLOTTED ON:7/31/23 FLOOR PLAN NOTES -- --- MAIN FLOOR PLAN �I U O N 2 i I I 2 4'- N 3 i I wo1 � � — � i I DW I �� i KITCHEN I i DINING I i B I i i I DOWN.—. —.—. — —..—. 4 A 4.9 5 A4.1 43'-6" i I � I 6'-7" 16'-11 " 3'-11" i, 2'-8" 9'-2" i, � 7'-9" 3'-0 — — _ -- -- I F � u FURNACE STORAGE � � � � I - . - - - - . - . - - - - - I i i i i '�: ■ wo1 � ` D02 20'-0" 17' 1-3/4" SOLID CORE DOOR � WITH SELF - CLOSING DEVICE 6 HEAT PUMP MINI SPLIT SYTEM EXTERIOR UNIT MINI SPLIT SYTEM INTERIOR UNIT IN D03 � _ I I � i i � i � � � � - ." I � � �� � / \ '" 4" CONCRETE SLAB, -, -'" COMPACTED FILL I � � \ � D01 I � SLOPE TO FRONT DOOR 3" I I � � � � I / \ REC ROOM ��L_� 2 CAR GARAGE i�� � o 0 i � � N I � � � HD � I I � I I � i �/ /� � D01 I � \ � � I� � � � — — W03 W03 W04 _ 8'-0" 4'-3" 2'-5" 17'-7" HEAT DETECTION 16'-11" � i 20'-0" 43'-6" � A A4.1 I i I R-21 INSULATION I I I BETWEEN GARAGE AND LIVING SPACE I � I I � I I i UNVENTED I i �\i CRAWL SPACE WITH R-38 RIGID INSULATION i i I � I I � I I � � I � I I I II - - - - — - - - - � � - - - - - - - - - - - - - - - - t — I � I I I � I I � I I I I � � i I I � � I � I � � I � I � I -----��------ --- — -- E I � � I I I J � � � � I ALL DIMENSIONS ARE FACE OF FRAMING, CENTER OF COLUMN, OR FACE OF CONCRETE, U.N.O. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION ALL POSTS, BEAMS &HEADERS SEE STRUCTURAL DRAWINGS PROVIDE FIRE BLOCKING ATALL PLUMBING PENETRATIONS WINDOWS &DOORS ARE SHOWN & NOTED AS NOMINAL SIZES DOOR JAMB 4" OFFSET FROM ADJACENT WALL, U.N.O. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SMOKE &CARBON MONOXIDE DETECTOR. 'SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP. 'SHALL SOUND AN ALARM AUDIBLE IN ALL BEDROOMS. 'SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS. 'SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE OF GREATER THAN 24" ALL STORAGE &SPACES UNDER STAIRS TO BE FINISHED WITH / 1/2" G.W.B. DOOR BETWEEN HOUSE AND GARAGE SHALL BE SOLID CORE WOOD, SOLID OR HONEYCOMB STEEL DOOR, NOT LESS THAN 1-3/8" THICKNESS. ALL TILE SHOWER /BATH WALL TO BE SHEATHED WITH FULL HEIGHT CONCRETE BACKER BOARD. ALL KITCHEN AND BATH GWB TO BE WATER RESISTANT TO CEILING. PROVIDE HANGING ROD &SHELF IN EACH CLOSET AS SHOWN ON PLANS, TYP. ALL WINDOW AND DOOR HEADER SHALL BE INSULATED WITH A MINIMUM OF R-10 RIGID INSULATION LOCATION OF HOUSE ADDRESS OR NUMBER TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET ENERGY CODE COMPLIANCE (WSEC 20181 HEATING OPTION OPTION 2 : 1 CREDIT ENERGY OPTION SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION DF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 OPTION 1.3 : 0.5 CREDIT VERTICAL FENESTRATION U=0.28, FLOOR R-38 OPTION 3.4 : 1.5 CREDITS SHEET NAME. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: FLOOR PLAN IM HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT FREASH AIR PROVIDED BY WHOLE -HOUSE FAN WITH FRESH AIR PORT (NET 4 SF IN MIN. OPENING) AT EACH HABITABLE ROOM. A TIMER OPERATES AN EXHAUST FAN WHICH PULLS OUTSIDE AIR THROUGH AIR INLETS LOCATED IN EACH HABITABLE ROOM. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURE SHALL BE HIGH -EFFICIENT LAMPS. ALL SHOWER -HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GMP OR LESS. ALL OTHERS LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. 4�9 �J �J HOUSE VENTILATION 2018 IRC -PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FAN PER 1505.4.3(1) TABLE 1504.4.3(2) &TABLE 1505.4.4, PROVIDE CONTROLS PER 1505.4.2 COMPLY WITH WSEC R403.6 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A Bath &Powder Min. 50 cfm (INTERMITTENT) @ .025" WG (TABLE M1505.4.4) Kitchen Min. 400 cfm (INTERMITTENT) @ .025" WG (TABLE M1505.4.4) �B (Make up air required) Laundry Min. 180 cfm (INTERMITTENT) @ .025" wg -to function and be �C labeled as whole house fan (4-5 bedrooms 3001 <4500 SF). To operate 33% of every four hour period Habitable Fresh air diffuser; Min. 90 cfm (CONTINUOUS) (4-5 BEDROOM Spaces 3001 <4,500 SF). All ductwork in heat recovery system shall be sized and installed per the manufacturer's instructions. APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT DRYER VENT PER (TABLE M1502.4.5.1) VENTED TO OUTSIDE ALL FANS TO VENT TO OUTSIDE PLOT SCALE: 1:1 PLOTTED ON:7/31/23 -- --- --- L n J_ n Y Y 2 I 3 I I 4 I I I I I I I I I I I I I 1 2 3 4 N ROOF PLAN E U O N A A4.1 I I w a O�cn N � w � > N i I A A4.1 14_�11 I :� I 1 ri I DOWNSPOUT, TYP. WEATHER BOND TPO MECHANICAL ATTACHED ROOF SYSTEM PER MANUFACTURER TO BE VERIFY BY GENERAL CONTRACTOR UNVENTED CAVITY SPRAY FOAM I I R 38 FOR S NGLE I I I I RAFTER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- -��-- - -- -- --�1- E - - - - - - - - - - - - I I I I J I I I I I I I 4.9 5 6 SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6008 MOTOR PLACE LYNNWOOD, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED DR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. U5E DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF ONE BUILDING. ANY OTHER USE DR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: ROOF PLAN APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A2.5 (6 7 N N PLOT SCALE: 1:1 PLOTTED ON:7/31/23 L n J_ n E D C A I I I I I I I +7.71',� 2 TOP PLATE ±0.00' 1 FIRST FLOOR I � � EAST EXISTING ELEVATION 5 4 I I I I I I \ I I I I I I I �,,� NORTH EXISTING ELEVATION I L 1 SCAI F� 1/d" _ �'-n" +7.71' _ 2 TOP PLATE ±0.00' 1 FIRST FLOOR �+7.71' 2 TOP PLATE ±0.00' 1 FIRST FLOOR �❑ 2 TOP PLATE ±o.00' 1 FIRST FLOOR 1 4 5 I I I I I I I I — .� . _ . — . — . — . — . — . _ . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . _ . — . — . — . — . — . _ . — . —I. — . — _ . — . — . — . — . — . _ . — . — . — . — . — . _ . — . — . — . — . — . _ . — 1 — . I I � I � I I � I � I I SOUTH EXISTING ELEVATION A B D E I I I I I I I Y Y +7.71' E U O N m w 2 TOP PLATE ±0.00' 1 FIRST FLOOR WEST EXISTING ELEVATION I I '%��'//,���//���//��J//���//���'//,���'/�� 1.'���i, +7.71' 2 TOP PLATI ±0.00' 1 FIRST FLC SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6008 MOTOR PLACE LYNNWOOD, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED DR REDRAWN WITHOUT THE WRITTEN PERMISSION OF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF ONE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2D21 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: BUILDING EXISTING ELEVATIONS APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT PLOT SCALE: 1:1 PLOTTED ON:7/31/23 E D C MAX. RIDGE A ELEVATION = 424.0' I I I I I I I +408.31',� 2 TOP PLATE +400.60' 1 FIRST FLOOR EAST ELEVATION WINDOV SCHEDULE DOOI SCHEDULE +408.31' 2 TOP PLATE NEW S MAT( EXISTING HEAT MINI S EXTERIOF +400.60' 1 FIRST FLOOR I NORTH ELEVATION +408.31' 2 TOP PLATE +400.60' 1 FIRST FLOOR 1 I I 4 I I MAX. RIDGE = 424.0' SIALER DESIGN LLC 1 ELEVATIONS NOTES RESIDENTIAL -COMMERCIAL NEW SIDING MATCH TO EXISTING, TYP. ACTUAL RIDGE = 410 �+408.31' 2 TOP PLATE DOOR PER SCHEDULE, Tl DOWNSPOUT, TYP. HEAT PUMP �+400.60' 1 FIRST FLOOR 4.9 5 I I I I l VERIFY SHAER WALL NAILING &HOEDOWNS PER STRUCTURAL PLAN &SCHEDULE PRIOR INSTALLING SIDING MASONRY &WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 CAULK ALL EXTERIOR JOINTS AND PENETRATIONS PROVIDED APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.8 PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS & AT GARAGE -INTERIOR DOOR PROVIDE CONTINUOUS GUTTER &DOWNSPOUT @ALL EAVES 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION DF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION i1 09/22/2023 PER PLANNING DIVISION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: BUILDING ELEVATIONS 6 NEW SIDING MATCH TO EXISTING, TYP. I I -1_ �- I �� � �� �� I I SOUTH ELEVATION �I U O u ,: A B I I I +408.31' 2 TOP PLATE +400.60' 1 FIRST FLOOR D I I E I I WINDOW PER SCHEDULE, TYP. i +408.31' 2 TOP PLATE APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT _ +400.60' 1 FIRST FLOOR A3.2 WEST ELEVATION crnl F• vd^ _ ��_n^ PLOT SCALE: 1:1 PLOTTED ON:9/22/23 C A B I A4.1 i � � � �_ .. � SECTION �I U O N UNVENTED CAVITY: 5.5" SPRAY FOAM AT 7R PER INCH INSULATION PROVIDED = R-38.6 INSULATION REQUIRED = R-38 +7.71' 2 TOP PLATE R-21 HIGH DENSITY RIGID INSULATION R-38 RIGID INSULATION ±0.00' 1 FIRST FLOOR UNVENTED CRAWL SPACE: 6 MIL VAPOR BARRIER ON TOP OF EXISTING SLAB. 12" MIN. LAP SPLICES AND 6" MIN. RUN UP THE SIDES WALL SECTION UNVENTED CAVITY. 5.5" OF SPRAY FOAM AT 7R PER INCH TOTAL INSULATION PROVIDED = R38.5 INSULATION REQUIRED = R-38 FOR SINGLE RAFTER HEADER PER STRUCTURAL DRAWING, TYP. WINDOW PER SCHEDULE, TYP. R-21 HIGH DENSITY RIGID INSULATION ON 2X4 STUDS WALL. R-38 RIGID INSULATION ON FLOOR. UNVENTED CRAWL SPACE 6 MIL. VAPOR BARRIER REQUIRED ON TOP OF SLAB. LAP SPLICES 12" MIN. AND RUN 6" UP THE SIDES EXISTING SLAB ON GRADE TO REMAIN EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION DRAIN TO REMAIN SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION DF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: BUILDING SECTION AND WALL SECTION APPROVED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT A4.1 PLOT SCALE: 1:1 PLOTTED ON:7/31/23 �I U O N ID TYPE WIDTH HEIGHT DOOR THICKNESS DOOR SCHEDULE MATERIAL FINISH FRAME MATERIAL FINISH COUNT NOTES D01 OVERHEAD 8'-0" 7'-0" 2.00" WOOD PAINT WOOD PAINT 2 D02 SWING 2'-8" 6'-8" 2.00" WOOD PAINT WOOD PAINT 1 D03 SWING 2'-8" 6'-8" 1.75" WOOD PAINT WOOD PAINT 1 20 MIN. FIRE RATED DOOR D04 SWING 2'-4" 6'-8" 1.38" WOOD PAINT WOOD PAINT 2 D05 SWING 2'-8" 6'-8" 1.38" WOOD PAINT WOOD PAINT 2 DOOR LEGEND I D D01 D02 D03 D04 D05 TYPE OVERHEAD SWING SWING SWING SWING �' ,� FRONT VIEW ���, DIMENSIONS 8'-0"X7'-0" 2'-8"X6'-8" 2'-8"X6'-8" 2'-4"X6'-8" 2'-8"X6'-8" ,� DOOR NOTES: SAFETY GLASS (S.G.) TO BE PROVIDE WHERE REQUIRED BY IRC. REFER TO PLANS FOR SAFETY GLASS LOCATIONS. EACH PANE OF SAFETY GLAZING SHALL BE IDENTIFIED BYA LABEL IN ACCORDANCE WITH THE IRC DOOR FRAMES AND FRAME ANCHORAGE SHALL BE INSTALLED ACCORDING TO THE CONDITIONS OF THEIR LISTING. ALL EXTERIOR DOOR, EXCEPT GARAGE DOORS, TO BE PROVIDED WITH MORTISE LOCK AND DEADBOLT. MIN. 1/2" THROW DEAD BOLT OR DEAD LATCH FOR DOORS PER IRC R329. OPAQUE EXTERIOR DOOR TO HAVE A MIN. U-VALUE OF 0.20. GLAZED EXTERIOR DOORS TO HAVE A MAX. U-VALUE OF 0.20. FIRE DOORS SHALL HAVE AN APPROVED LABEL OR LISTING MARK, INDICTING FIRE -PROTECTION RATING, WHISH IS VISIBLE FOR INSPECTION AND PERMANENTLY AFFIXED AT THE TIME OF MANUFACTURE. DOOR THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT ABOVE FINISH FLOOR. ALL BEDROOM, BATHROOM, AND POWDER ROOMS TO BE PROVIDE WITH PRIVACY LOCK. DOOR LEGEND WINDOW SCHEDULE WIDOW SIZE ID TYPE AREA MATERIAL U-VALUE COUNT NOTES WINDOW NOTES WIDTH HEIGHT ALL WINDOW SHALL COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE W01 SLIDING 5'-0" 2'-0" 10.00 VINYL 0.28 2 W02 FIXED 3'-0" 6'-0" 18.00 VINYL 0.28 1 ALL WINDOW SHALL BE NFRC RATED W03 SLIDING 6'-0" 2'-6" 15.00 VINYL 0.28 2 OPERABLE WINDOWS WITHIN 10' OF GRADE SHALL BE CAPABLE OF LOCKING. W04 FIXED 3'-0" 6'-0" 18.00 VINYL 0.00 1 WINDOW ON GARAGE ALL EGRESS WINDOW SHALL PROVIDE A MIN. OF 5.7 SF OF AREA; MIN. NET CLEAR OPENING 20" WIDE AND MIN. 24" HIGH; MAX. SILL OF 44" AT FINISH FLOOR. WINDOW LEGEND I D W01 W02 TYPE SLIDING FIXED DIMENSIONS I 5'-0"X2'-0" I 3'-0"X6'-0" WINDOW LEGEND cr-�ol F� �� _ �,_n„ PROVIDE SAFETY GLAZING NEAR WET SURFACE PER R308.4.5 WINDOW MANUFACTURER AND CONTRACTOR TO VERIFY AND PROVIDE AN OVERALL ROUGH OPENING OF 1/2" OR GREATER THAN FRAME DIMENSION IN THE HORIZONTAL, AND 3/4" GREATER THAN THE FRAME DIMENSION IN THE VERTICAL TO ALLOW FOR ADDITIONAL 1/4" WATERPROOFING AT SILL. ALL OPERABLE WINDOW SHALL BE PROVIDED WITH SCREENS. ALL ROUGH OPENINGS SHALL BE PROVIDED WITH SELF -HEALING MEMBRANE FLASHING ATALL SIDES. ALL ROUGH OPENINGS TO HAVE CAP FLASHING AT HEAD, AND PAN SILL. PROVIDE A LEAST (1) ADJUSTABLE, INTEGRAL FRESH AIR INLET TRICKLE VENT, MIN. 4 SQ. IN. IN AREA, FOR EACH HABITABLE ROOM. SIALER DESIGN LLC RESIDENTIAL -COMMERCIAL 1 6❑❑8 MOTOR PLACE LYNNWO❑D, WA 98087 CELL:425-877-7377 EMAIL:SIALERDESIGN@GMAIL.C❑M THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION DF SIALER DESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER DESIGN LLC. ©COPYRIGHT 2021 SIALER DESIGN LLC REVISIONS DATE DESCRIPTION PROJECT CURRY RESIDENCE ADDITION 19804 86TH PL W EDMONDS WA 98026 CLIENT WILLIE R. CURRY & WHITNEY T. CURRY 19804 86TH PL W EDMONDS WA 98026 SHEET NAME: SCHEDULES APPROVED W03 W04 SLIDING FIXED RESUB Sep 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER: 2023-108 DATE: 06/01 /2023 CHECKED: LS DRAWN: LS STATUS: BUILDING PERMIT 6'-0"X2'-6" 3'-0"X6'-0" A6.1 PLOT SCALE: 1:1 PLOTTED ON:7/31/23 STEP #2: SHEATHING � I A L E R STEP #2: MOISTOP JAMBS: STEP 3: STRAP PER PLAN. BUILDING PAPER PER IRC. SECTION R703. WINDOW PER PLAN DESIGN L L C EXTEND MOISTOP PAPER INSTALL 'Z' VERIFY NAILING BEYOND THE SILL FLASHING. LEAVE FREE AT FLASHING IS COMPLETE. 1x3 BATTEN OVER 1x10 WEEP HOLE RESIDENTIAL -COMMERCIAL THE BOTTOM. THE MOISTOP STEP 1: VERIFY CORRECT BOARD SIDING. CAULKING PAPER SHOULD ALSO INSTALL MOISTOP R.O. VERIFY EXTEND ABOVE THE PAPER AT JAMBS. DOOR IS SQUARE. 26 GA. 'Z' FLASHING WITH 2x3 SILL PER ELEVATIONS 1 6 ❑ ❑ 8 MOTOR P LA C E ROUGH OPENING ATCH CORNERS WITH -_ CAULKING AT INSIDE AND WITH SAWN DRIP. LYN NWO ❑ D, WA 98087 :�: MEMBRANE. OUTSIDE CORNERS AND CELL:425-877-7377 SEAMS. DO NOT CAULK WINDOW LINER &CASING EMAIL:SIALERDESIGN GMAIL.C❑M OLD MEMBRANE SIDING TO FLASHING. I PER COLOR CARD. '�' OVER THRESHOLD. MAINTAIN 1/4" CLEAR __ CAULKING GAP BETWEEN SIDING STEP 2: LOOR BEYOND. AND FLASHING. MOISTOP PAPER PER. ROUGH INSTALL DOOR �'• CHECK FLOOR WINDOW WRAP DETAILS. OPENING GARAGE �•� FOR LEVEL. 2x10 BAND MAN D R 00 .••� CARLISLE VAPOR/ B ILDIN PAPER U G - � •'� AIR BARRIER BUILDING PAPER PER - � "� SYSTMEM MEMBRANE IRC. SECTION R703. 2x APRON WITH KERF CUT -:::.- . �,.� OR EQUAL. EXTERIOR SHEATHING • � .� STANDARD MEMBRANE •":';�`.� �.: '�,:� . � � '•.:� EXTEND AT PORCH BY CAULKING ..:::.::�::::.::� ........:.::"�:�..:........,.:..........::::.::-:::.- .. . .. .. .. .. ... '•'• .. � THER VEND R. O O HOR. SIDING PER ELEVS. THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COP ED DR REDRAWN W THOUT THE ' ::::.:::..................... �����������������������..�•.��• �• ••• �. � �+.�.;. �. < - ������������������������ - RADE WRITTEN PERIMISSIDN OF SIALERIDESIGN LLC. USE DF THIS DRAWING IS LIMITED TD A SPECIFIC . ...................... .. ... .. � �' � � � � � � PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION DF DNE BUILDING. ANY GRADE DTHER USE DR REUSE IS STRICTLY PROHIBITED W ITHDUT THE WRITTEN CDNSENT FROM SIALER STEP 2 -WINDOW WRAP GARAGE MAN DOOR STEP 1 -DOOR FLASHING FLOOR AT FOUNDATION WIN. SILL HORN. SIDING DESIGN LLC. � 3/4" = 1'-0" � 3 9 5 3" = 1'-0" � 3" = 1'-0" COPYRIGHT 2021 C SIA 3/4" = 1'-0" 3/4" = 1'-0" STEP #3: PATCH CORNERS W/ :.......::.........:�.....:,::.:.�:: �...::.... ...... - � ,• .,.:._;:.�;..�•.•:-:..�.,.:,::..: -'` � �°�;_•:;�;•+�'�•�••° STEP #2: APPLY CEMENT WINDOW PER PLAN REVISIONS MEMBRANE STRIPS AT ,; .:.. �`'�.�:.�`�„' �,. - 'F�."" ; .. CENTER LIBERALLY TO BOTH BOTTOM LEFT AND RIGHT CORNERS TO ..... . - - AM AT EACH END SIDES OF JAMBSILL PER COLOR CARD. DATE DESCRIPTION COVER GAPS IN MS. OF 'Z' FLASHING. CENTER. VERIFY TRANSOM WINDOW LEFT RIGHT PROPER LAP AT CAULKING 15 STEP 4: EACH JOINT BEFORE 5.2 .. INSTALL E-Z SEAL B NDIN MIN.1-14" x MOISTOP OR EQ. � ) ASSEMBLE JAMBSILL AT DOOR HEADER. GUARD AWAY FROM 1/2" BEVEL OISTOP PAPER PER. //.. ENTRY TO ENSURE WINDOW WRAP DETAILS. :::.:::::. :�:::: :::�.::::::. .. .................... .'.'..1 ............ CEMENT DOES NOT I T P E-Z EAL VER OS O S O ROUGH j •� LEAK NT MEM - O O MOISTOP PAPER OVER EXTERIOR SHEATHING OPENING BRANE. I MOISTOP E-Z SEAL. PROJECT �::::: CURRY RESIDENCE GARAGE ��:. STEP #3: ❑ a ADDITI N O MAN DOOR :.�• �� PLA E A BEAD F C O �� CAULKING ALONG TRIM PER ELEVATION 19804 86TH PL W THE INTERIOR EDGE - O F THE PAN. EDM ND WA 2 O S 980 6 14" AP / G - .;t:: �:•. TEP 1: S # ' �.. � �' � . � CAULK BEFORE BASE WINDOW . C LIENT .+::.;:. .....: . :. .. ... . INSTALLING . .. .... 1 ,- JAMBSILL GUARD.. SIDING PER ELEVS. WILLIE R. CURRY & \ JAMBSILL GUARD CAULKING WHITNEY T. CURRY ON TOP OF � ��� MEMBRANE. 19804 86TH PL W 1 STEP 3 -WINDOW WRAP n GARAGE MAN DOOR n STEP 2 -DOOR FLASHING n STACKED WINDOWS n WIN. JAMB @HORN. SIDING EDMONDS WA 98026 STEP 5 -WINDOW WRAP STEP 1 -WINDOW WRAP ROOF WALL FLASHING R GARAGE DOOR HEADER ELEVAT. WIN SILL BOARD &BATTEN 3/4" = 1'-0" 16 3/4" = 1'-0" � � 1 1/2" = 1'-0" `-' 3" = 1'-0" � 3" = 1'-0" . PLOT SCALE: 1:1 PLOTTED ON:7/31/23 Q E ri (V CV 00 0 v m m U C N a .� GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED BY LOCAL JURISDICTION. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK AS REQUIRED. 4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 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 AND THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 7. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR CONCRETE FOOTINGS &FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER IBC SECTION 109.3. 8. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AS NOTED PREVIOUSLY. B. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD 25 PSF (SNOW) RESIDENTIAL LIVE LOAD 40 PSF WIND (IBC SIMPLIFIED) 110 MPH, EXPOSURE "C", Kzt = 1.38 EARTHQUAKE (ASCE) SITE CLASS D SEISMIC USE GROUP 1 (le = 1.0) SEISMIC DESIGN CATEGORY D Ss = 1.293g, Sds = 1.034g ALLOWABLE SOIL PRESSURE 1,500 PSF AT 1'-6" DEPTH LATERAL EARTH PRESSURE 50 PCF PASSIVE PRESSURE 300 PCF COEFFICIENT OF FRICTION 0.4 2. LATERAL RESISTANCE SYSTEM: SHEATHED BEARING WALLS, ASCE 7-16 C. RENOVATION DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 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. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IS EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NO CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVER CUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL E ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. ABBREVIATIONS (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) D. FOUNDATION 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. E. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND ACI 318-14 2. CONCRETE FOR FOOTINGS AND SLABS -ON -GRADE SHALL CONFORM TO A 28- DAY STRENGTH OF f'c = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE A 28-DAY STRENGTH OF f'c = 3000 psi. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACEMENT OF CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATES, WATER AND ADMIXTURES AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 5.3. CONTRACTOR MAINTAINS RESPONSIBILITY FOR SPECIFIED PERFORMANCE OF CONCRETE PRODUCTS. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO IBC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. NO ADMIXTURES, OTHER THAN FOR AIR -ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE ATMID-DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.5. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS PER NOTE D.5. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE: DEVELOPMENT LENGTH 48 BAR DIAM. DEVELOPMENT LENGTH, top bares 64 BAR DIAM. LAP SPLICE LENGTH 64 BAR DIAM. LAP SPLICE LENGTH, top bar* 80 BAR DIAM. *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. REINFORCING SHALL NOT BE TACK WELDED. 6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER 2" SLABS AND WALLS (INTERIOR FACE) 1 1/2" 7. CONCRETE WALL REINFORCING -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16" HORIZ. #4 @ 18" VERTICAL 1 CURTAIN @CENTER 8" WALLS #5 @ 18" HORIZ. #5 @ 18" VERTICAL 1 CURTAIN @CENTER 8. EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET ADHESIVE BY SIMPSON STRONG TIE, PER ER-5729, FOLLOWING MANUFACTURER'S INSTALLATION INSTRUCTIONS AB ANCHOR BOLT CL CENTERLINE (E) ACI AMERICAN CONCRETE INSTITUTE CLR CLEAR EA ADDL ADDITIONAL CMU CONCRETE MASONRY UNIT EF ADJ ADJACENT COL COLUMN EL AFF ABOVE FINISHED FLOOR CONC CONCRETE ELEC AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONN CONNECTION, CONNECT ELEV ALT ALTERNATE CONSTR CONSTRUCTION EMB ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CONT CONTINUOUS ENGR APA AMERICAN PLYWOOD ASSOCIATION CONTR CONTRACTOR EQ APPROX APPROXIMATE; APPROXIMATELY COORD COORDINATE EQUIP ARCH ARCHITECT; ARCHITECTURAL CP COMPLETE PENETRATION ES ASSY CSK COUNTERSINK; COUNTERSUNK EW ASTM AMERICAN SOCIETY FOR TESTING &MATERIALS CTR CENTER EXP AWS AMERICAN WELDING SOCIETY CU FT CUBIC FOOT EXP JT CU IN CUBIC INCH EXT BD CY CUBIC YARD BLDG BUILDING FD BLKG BLOCKING d PENNY (NAILS) FDN BM DBL DOUBLE FF BMU BRICK MASONRY UNITS) DEPT DEPARTMENT FLR BOF BOTTOM OF SLAB DET DETAIL FLG BOS DIA DIAMETER (SEE SYMBOLS) FOC BOT BOTTOM DIAL DIAGONAL FOM BRG BEARING DIAPH DIAPHRAGM FOS BEAM DICA DRILLED -IN CONCRETE ANCHOR FS C STANDARD CHANNEL DIM DIMENSION FT CG CENTER OF GRAVITY DN DOWN FTG CGS CENTER OF GRAVITY OF STRANDS DO DITTO CIP CAST -IN -PLACE DWG DRAWING GA CJ CONSTRUCTION JOINT/CONTROL JOINT DWL DOWELS GALV F. CARPENTRY 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: MEMBER SIZE SPECIES GRADE MIN. BASIC DESIGN STRESS JOISTS AND RAFTERS: 2x-3x DF #2 Fb = 875 PSI JOISTS AND RAFTERS: 4x DF #1 Fb = 1000 PSI BEAMS AND STRINGERS: 6x-LRGR. DF #1 Fb = 1350 PSI POSTS AND TIMBERS 6x-LRGR. DF #1 Fc = 1000 PSI TOP AND BOTTOM PLATE AT SHEARWALLS &BEARING WALLS: DF #2 Fb = 1000 PSI STUDS, PLATES, & MISC. LIGHT FRAMING: DF #2 Fb = 875 PSI ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 3. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL EVALUATION REPORTS" EQUIVALENT TO NER 292 FOR PARALLEL STRAND LUMBER (PSL), OR NER-481 FOR LAMINATED STRAND LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: PSL - Fb = 2,900; Fv = 290 PSI; E = 2,000,000 PSI LSL - Fb = 2,250; Fv = 400 PSI; E = 1,500,000 PSI 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION, "INCLUDING APPLICABLE SUPPLEMENTS, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF: 19/32" THICK, 32/16, (OR 5/8" THICK, 32/16) WALLS: 15/32" THICK, 32/16, (OR 1/2" THICK, 24/0) FLOORS: 23/32" (OR 3/4") THICK, TONGUE &GROOVE, 48/24 UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12"oc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS AND SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6"oc, NAIL WITH 10d @ 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOEDOWN STUDS USING EDGE NAIL SPACING WHEN HOEDOWN STUD DOES NOT OCCUR AT PANEL EDGES. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 5. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS TO PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED, INCLUDING WASHERS, NAILS, SCREWS, AND SIMPSON STRONG -TIE HANGERS, STRAPS, AND PLATES, AND BOLTS LESS THAN 1/2" DIAMETER. 6. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. STRUCTURAL CONNECTORS ALL STRUCTURAL CONNECTORS TO BE BY SIMPSON STRONG TIE OR EQUAL. USE ZMAX/HDG HOT DIPPED GALVANIZED OR STAINLESS STEEL CONNECTORS AS A MINIMUM. USE FASTENERS GALVANIZED PER ASTM A153. ALL PRESSURE TRATED LUMBER USED SHALL BE COMPATIBLE WITH ZMAX GALV. CONNECTORES, RE: SIMPSON STRONG -TIE CORROSION INFORMATION. EXISTING GL GLUE -LAMINATED LOC LOCATION EACH GWB GYPSUM WALL BOARD LONGIT LONGITUDINAL EACH FACE GYP GYPSUM LSL LONG SLOTTED HOLE ELEVATION LVL LAMINATED VENEER LUMBER ELECTRICAL HDR HEADER LWC LIGHT WEIGHT CONCRETE ELEVATOR HNG HANGER EMBED, EMBEDDED, EMBEDMENT HORIZ HORIZONTAL M MISC SHAPE ENGINEER HP HP SHAPE MAS MASONRY EQUAL HS HIGH STRENGTH MATE MATERIAL EQUIPMENT HT HEIGHT MAX MAXIMUM EACH SIDE MECH MECHANICAL EACH WAY ID INSIDE DIAMETER MFR MANUFACTURER EXPANSION; EXPOSED IF INSIDE FACE MIN MINIMUM; MINUTE EXPANSION JOINT IN INCH MISC MISCELLANEOUS EXTERIOR INCL INCLUDE; INCLUDING; INCLUSIVE MO MASONRY OPENING INFO INFORMATION FLOOR DRAIN INT INTERIOR (N) NEW FOUNDATION N NORTH FAR FACE, FINISHED FLOOR JT JOINT NF NEAR FACE FLOOR; FLOOR LINE NFPA NATIONAL FOREST PRODUCTS ASSOC FLANGE K KIP = 1000 POUNDS NIC NOT IN CONTRACT FACE OF CONCRETE KO KNOCK -OUT NOM NOMINAL FACE OF MASONRY KSI KIPS PER SQUARE INCH NS NEAR SIDE FACE OF STUD NTS NOT TO SCALE FULL SIZE; FAR SIDE LAB LABORATORY FEET; FOOT LB POUND oc ON CENTER FOOTING LF LINEAL FOOT OD OUTSIDE DIAMETER LLBB LONG LEGS BACK-TO-BACK OF OUTSIDE FACE GAUGE LLH LONG LEGS HORIZONTAL OH OPPOSITE HAND GALVANIZED LLV LONG LEGS VERTICAL OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PAR PARALLEL PERP PERPENDICULAR PL PLATE PLWD PLYWOOD PREFAB PREFABRICATED PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST TENSION RD ROOF DRAIN REF REFERENCE REINF REINFORCE; REINFORCING REQ'D REQUIRED RO ROUGH OPENING SCHED SCHEDULE SEC SECTION SHT SHEET SHTG SHEATHING; SHEETING SIM SIMILAR SPA SPACING, SPACE, SPACES SPEC SPECIFICATION SQ SQUARE STD STANDARD STIFF STIFFENER 7. WOOD TRUSSES TRUSSES ARE TO BE METAL PLATED CONNECTED WOOD TRUSSES FABRICATED IN ACCORDANCE WITH THE IBC. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING, BOTH FOR ERECTION AND PERMANENT LOADING. SHOP DRAWINGS STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA SHALL MEET OF EXCEED THE FOLLOWING: ROOF TRUSSES: TOP CHORD 25 PSF LL, 23 PSF DL BOTTOM CHORD 5 PSF DL DEFLECTION LIMIT TOTAL LOAD L/240, LIVE LOAD L/360 OTHER LOADS SPECIFIED ON DRAWINGS. TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATIONS AND ARE TO BE COMPLIED WITH WHERE POSSIBLE. IF A TRUSS MANUFCTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT EFFECT TO THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD FOR REVIEW. THE DESIGN LOADS LISTED ABOVE SHALL BE APPLIED SIMULTANEOUSLY. 8. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 8.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 8.2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"oc AT INTERIOR WALLS AND 2x6 STUDS @ 16" AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS AND UNDER THE ENDS OF ALL BEAMS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A (3) 2x8 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc, EMBEDED 7", UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 8.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8'-0"oc AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH HU-SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE -NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24"oc STAGGERED. 8.4 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING -PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH 10d = .131 DIAMETER x 3" MINIMUM LENGTHTO 16d = .131 DIAMETER x 3-1/2" MINIMUM LENGTH HAND NAILING -SINKERS, COATED 8d = 11-1/2 GAGE x 2-3/8" 10d = 11 GAGE x 2-7/8" 16d = 9 GAGE x 3-1/4" SPECIAL CONDITIONS: CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN THE FIELD. OBTAIN OWNERS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. STL STEEL & AND SYMBOLS STRUCT STRUCTURAL @ AT SYM SYMMETRICAL BEAM CAMBER � CENTERLINE ■ COLUMN CONTINUOUS T TOP fZi DIAMETER; ROUND T&B TOP AND BOTTOM # NUMBER; POUND 1 SECTIONS T&G TONGUE AND GROOVE � SQUARE ❑ COLUMN BELOW S100 TEMP TEMPERATURE L STRUCTURAL ANGLE THK THICKNESS �L DOUBLE ANGLE THRU THROUGH PLATE TOB TOP OF BEAM TOC TOP OF CONCRETE; TOP OF CURB TOL TOP OF LEODGERG ���pj- �°'��p+ �o�+ Q,zo+ SIMPSON STRONG -TIE HOEDOWN TOM TOP OF MASONRY TOS TOP OF STEEL, TOP OF STRUCTURE ++ TOW TOP OF WALL �`�� ��� SIMPSON STRAP TS TUBING, STRUCTURAL TYP TYPICAL UBC UNIFORM BUILDING CODE UL UNDERWRITER'S LABORATORY, INC. UNO UNLESS NOTED OTHERWISE URM UNREINFORCED MASONRY UT ULTRA -SONIC TEST W WIDE FLANGE WP WORK POINT WWF WELDED WIRE FABRIC U .�. � � z wM . � � � Q � � Q Cfl W��� 'L 00 �_� � �_ � O �~ L Ln O � M W � (n CV W U N z � O W � Q J d� � Q I.l.l ~ N � � L.L � 0 � z L.L � 0 � W U v! I.J.J O z J NQ L.L Ill Z I.J.J V REVIS�QI�U B Sep 22 2023 CITY OF EDMONDS DEPARTMENT CADD FILE: 23076 DATE: 08-12-2023 DRAWN: P. PATEL CHECKED: C. BURT S0.1 M N N 00 O N (6 U 7 ,,L^^ VJ U C .� FOOTING SCHEDULE MARK SIZE REINFORCEMENT (BOT. EA. WAY) (TOP EA. WAY) F2.0 2'-0" x 2'-0" x 10" 3 #4 --- F2.5 2'-6" x 2'-6" x 11 " 4 #4 --- NOTES: 1.) VERIFY MINIMUM 1500psf BEARING CAPACITY PRIOR TO CASTING FOOTINGS. 2.) CENTER ALL FOOTINGS ON COLUMN AND WALL TYPICAL, U.N.O. 3.) AT LOCATONS WHERE FOOTINGS ARE SHOWN SHARING A COMMON BEARING AREA, CAST MONOLITHICALLY w/INDIVIDUAL REINFORCING PER SCHEDULE &OVERLAP AS REQUIRED. U �. .- a� z wM -- >� Q � �Q� W ��� � �� �_� � �_ d� O �~ L M W � � � (n N I11 U N z � o W � Q J d� _ � >a 11J � � � � � Z � � � � � 0 � W U Z Q J z O Q 0 z O REVIS�QI�U B Sep 22 2023 CITY OF EDMONDS DEPARTMENT CADD FILE: 23076 DATE: 08-12-2023 DRAWN: P. PATEL CHECKED: C. BURT 1= M N i N 00 O a� U 7 ,L^ VJ U C .� 0 ❑� E 0 0 0 � N 0 v 1 2 3 4 4.9 5 6 85'-0" 9'-0" 23'-6" 9'-0" 23'-6" 1'-0" 19'-0" HDR. rr=======z=====—=z=====__� �______________ ______ II II II II ' II II II I II o �I II N II II @ I II II II w I I I ,� �j II � 1 II N II II w II II II II � li II I u II II I �I 1 i -_ =� �_______� r==�� -n --- � II II II II II II II II II LII II II II L =7 L� CJ L --� �� /� I \/ I I �� � _ �� r�_ � q�====� � II II II II II II it i� II Ij II II II II II II it i� II II I� � II _ �------------- ---- I ---- �---T�--� I-------------�-------�---�--� � �--5 ---L -_--� � I I II II L-------J II II II � II I I II II II II II I I II II II II II I I II II II II II � _ S� _ _ � II II II � II I I I I II � II jl II II I I I I II � II II II II Q I I I I II N � II I II m II II II � II L �====�u w �I �I II w I I ' HDR. II II II a Ij jl � _J __ I I I --- � II II Q --1----� N I I I I m II w �� �� w II II II II II II I I II w m n �I I I II II I I II II I I �I o I I II N I I I IIU I I II w Q L I II Q II m II � ii � w II II II .., I I w I------------------------------J; II I r--------� r--------, r----- --� r-- I I II II II II II II II II II II II II II II II r�===_________-� � �� � L== � �____====�s==== - �I I II I II I II I �---- � I �r------ � --- � �---� II I ,r___ r_____ r-- I I II II II II I �I II II II o II I � II I �I I� II II � �� I II I II II � I II v II II w II I II II ,� I I I I � I L__� I II II II �-- II II `� ,I I N II II M II II "' jj I II �M II II jl �I � II II Ij I L I �-------� I - I �-- ---- ----J L-- � L-------_------ �_ �_ ----�— 1 • � �� 23'-6" 3 C� 85'-0" HDR. ----C=====__� U O N � U w o � N G S2.1 , HDR. 5 1/2x9 GLB -====�sr—==s_____ ___________________ _ U , o I , , � II , fl � --�� I I I I w `" I N u_ � II � � � � � III � Iw Iloo � � II N � `� I I Ili J I I Q v � II N II , N II II N II 5 1/2x10 1/2 GLB I I II 5 1/2x12 GLB I U 0 N � U w o u_ N CO � N x N N HDR. II II II I H II o H jl S2.1 II � C° S2.1 II II � � �I� II � � I o II � III , II � Q x III II N � II II � Q II o I II � � II , II N L I I f� I C---------=1L C—--T------- — —------------- J� HDR. HDR. 5 1/2x9 GLB G S2.1 ROOF FRAMING PLAN Q 1.) DO NOT SCALE DRAWINGS. 1/4" = 1'-0' 2.) VERIFY ALL DIMENSIONS IN FIELD. 3.) TYPICAL ROOF FRAMING CONSISTS OF 5/8" PLYWOOD ON LUMBER AS INDICATED. NAIL ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6"oc & ALL INTERMEDIATE SUPPORTS WITH 10d NAILS @ 12"oc. 4.) TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc, UNLESS OTHERWISE NOTED. TYPICAL INTERIOR WALLS SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"oc UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL THICKNESSSES. 5.) TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PLIES OF 2x8 DF #2, UNLESS OTHERWISE NOTED. 6.) TYPICAL EXTERIOR WALL W6, U.N.O. PER SHEAR WALL SCHEDULE ON S4.1. 7.) BLOCK ALL PANEL EDGES OF ROOF SHEATHING PER SCHEDULE S4.1. 23'-6" 11'-0" I 19'-0" � � �© i S2.1 0 0 N 0 00 0 0 (V L!i E U .�. Q� Z wM � � �Q� W ��� � �� O •W LW M W � � � (n N I11 U N z � O W � 0 J d� _ � >Q � � W � � � 0 � Z � � � � 0 � w U z Q J z Q O O REVIS�QI�U B Sep 22 2023 CITY OF EDMONDS DEPARTMENT CADD FILE: 23076 DATE: 08-12-2023 DRAWN: P. PATEL CHECKED: C. BURT S1.2 P.T. 2X6 PLATE PANEL EDGE NAIL PER SHEARWALL SCHED LAP SHEATHING OVER PLATE III —I � I —I � I— #4 � VERT. @ 16" O.C. I I I I I I I I I I CENTERED, ALT. HOOKS 4" PERFORATED PVC DRAINPIPE O .a•' w/ HOLES DOWNWARD SLOPE TO STORM DRAIN BACKFILL WITH FREE DRAINING MATERIAL HOLD 1 1/2" CLR. PER PLAN 5/8"0 ANCHOR BOLTS @ 48"oc UNLESS NOTED ON SHEARWALL SCHED w/ 3x3x1/4 PLATE WASHER EMBED 7" RIGID INSUL PER ARCH 4" S.O.G. PER PLAN REINF PER PLAN lz eo � � � O U = ih (2) #4 TOP + BOT. TYPICAL SHEAR WALL FOOTING SECTION NOTE: 1/4" TO 3/8" GAP BETWEEN TOP PLATE AND JOISTS/BLKG 2x a� is n E c� M N N 0 3 a� U ,,L^^ VJ U C PARALLEL TO JOIST JOIST, TYP PER PLAN 2x BLKG @ 4'-0"oc CONNECT BLKG TO JOISTS w/A35 FRAMING ANCHORS. A23 ANGLE LLV @ 4'-0"oc TYP, EA SIDE DO NOT NAIL ANGLE TO 2x TOP PLATE A23 ANGLE LLV, TYP EA SIDE DO NOT NAIL ANGLE TO 2x TOP PLATE 2x STUDS PERPENDICULAR TO JOIST NON -BEARING WALL ANCHORAGE SECTION FOOTING SIZE AND REINF. PER PLAN, SCHEDULE EQ. SIMPS N PB SERIES OR EQUAL POST PER PLAN EQ. SAW CUT (E) SLAB o - Q a a. n° c a d ,4e� ° a .. .[� ° .� � � G � ' .• n• as III —III —I 1I- - I— —I III —III —I 1I— PER PLAN AND SCHEDULE NOTE: SLEEPER FLOOR NOT SHOWN � Q p U � 2 M � o' w D_ NEW FOOTING IN EXISTING SLAB SECTION #4 L VERT. @ 16" O.C. CENTERED, ALT. HOOKS ASPHALT/CONCRETE DRIVEWAY PER PLAN — a . : a a .a. �i • �� ° ' 1° ° d . 4" PERFORATED PVC DRAINPIPE a ° w/ HOLES DOWNWARD O �� SLOPE TO STORM DRAIN a BACKFILL WITH FREE DRAINING MATERIAL HOLD 1 1/2" CLR. PER PLAN RIGID INSUL PER ARCH 4" S.O.G. PER PLAN REINF PER PLAN lz eo � � � O U = ih (2) #4 TOP + BOT. TYPICAL FOOTING AT DOORWAY SECTION u� JOISTS PER PLAN SIMP'U' FACE HAS OR SIMP'JB' TOP FLANGE HANGER BLOCK BETWEEN JOISTS (2) 16d l EA BLOT BEAM P". , �r.,. BEAM /JOIST CONNECTION SECTION 'r) FLOOR TRUCTURE JOIST :R PLAN REINF. PER SCHED. °.� l � ° ° d� ° a ° a. a ` CORNER BARS TO MATCH HORIZ. REINF. d C.I.P. WALL a PER PLAN a. a. ALTERNATE CORNER BARS #5 @ 16"oc TYP. ° d CROSS WALL PER PLAN • a .a CORNER CONDITION @ C.I.P. WALL SECTION STUD WALL P.T. PLATE .. ..ar=u:=i SECTION (2) #4 CONT. 12" ZONG I SCHED. BLOCKING w/ BLOCKING BETWEEN 8d @ 6"oc ,----g�� SHEATHING ^^ T RAFTERS ADD A35 @ 24"oc SECTION FRAMING PER PLAN H2.5 @EACH RAFTER SHEARWALL PER PLAN SECTION U .�. � � z wM -- Q � �Q� W ���' �, �; � ��� ���� L M W � � � (n N Ill U N z � O I11 � 0 J d� � ''_^^ >a v! � 11J � � � 0 � z � 0 � W U v! z O U ''W v! REVIS�QI�U B Sep 22 2023 CITY OF EDMONDS DEPARTMENT CADD FILE: 23076 DATE: 08-12-2023 DRAWN: P. PATEL CHECKED: C. BURT S2.1 a� is n E c� M N N 00 0 3 a� L m U m -� FULL HEIGHT STUD, TYP. 1- 2x BEARING STUDS, TYP. U.N.O. SEE PLANS BEAM PER PLAN STAGGER TOP PLATE 4'-0" MIN. TYPICAL 2x4 STUDS 2x6 STUDS j� 2x4 PLATE 2x6 PLATE O � O � � x x TYPICAL STUDS PER PLAN/DETAIL (2)- 2x HEADER (3)- 2x HEADER SPIKE EACH PIECE w/ � � (2)- ROWS 16d SINKERS HEADER 3- 16d @ 12"oc, STAGGERED, TYP. 0 o PER PLAN � � 1 /2" PLYWOOD � � FILLER TYPICAL SINGLE 1/2" PLYWOOD FILLER, TYP. p p TRIMMER STUD. 3 1/2" 5 MULTIPLE TRIMMER � � SINGLE FULL HEIGHT KING � � STUDS WHERE STUD. MULTIPLE KING STUDS c� / j c� REQUIRED PER WHERE REQ'D. PER PLAN PLAN OR PER NOTES/SPECIFIC 2x SILL PLATE SEE DETAIL PLANS &SHEARWALL 4x HEADER, 6x HEADER, WI IDOW SILL SCHEi i LE I PER PLAN PER PLAN n TYPICAL STUD FRAMING DETAIL @OPENING SECTION PANEL EDGE NAILING PER SHEAR WALL SCHEDULE � STRAP PER PLAN 1DS PER iCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE � SW END STUDS PER pi nni R Nn SCHEDULE N ul TYPICAL HEADER SUPPORT DETAIL SECTION PANEL EDGE NAILING PER SHEAR WALL SCHEDULE � STRAP PER PLAN SW END STUDS PER PLAN & HD SCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE � TYPICAL HEADER SECTIONS SECTION SW END STUDS PER PLAN & HD SCHEDULE HD PER PLAN WALL STUDS & � PROVIDE NAIL/CLIPS & WALL STUDS & � PROVIDE NAIL/CLIPS & WALL STUDS & � PROVIDE NAIL/CLIPS & WALL STUDS & � PROVIDE NAIL/CLIPS & SHEATHING SPACING PER PLATE SHEATHING SPACING PER PLATE SHEATHING SPACING PER PLATE SHEATHING SPACING PER PLATE PER PLAN ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS PLAN -INTERSECTION AT STRAP L L/3 NOTCHES PERMITTED PLAN -INTERSECTION AT HDU PLAN - CORNER AT STRAP TYPICAL SHEAR WALL CORNERS &INTERSECTIONS SECTION (MIN. DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF SUPPORT) HOLE SIZE 2" 3" 4" 6" MIN. DISTANCE 1'-0" 2'-0" L/3 NOTCHES PERMITTED * 4"QJ & 6"fZi HOLES FOR VENTING DUCTS (LARGE SIZE HOLES). REFER TO ARCH. FOR VENTING PLAN PLAN - CORNER AT HDU 1 1 /2"Qi 2 1 /4"Qi TYP. MAX. HOLE � MAX. HOLE HOLES NO REINFORCING � v ® REQUIRED � p 3/4" MIN. 1 1/2" MIN. �� �P-�-• ® o EA. SIDE EA. SIDE � 2 1 /8"Q1 3 1 /4"fZi 3/4" MAX. � ~ D/3 D/3 � op MAX. HOLE � MAX. HOLE � � 2x 0 OF STRAP � � LARGER REINFORCING HOLE TYPICAL HOLE SIZE SHALL NOT EXCEED 6". NO MORE 5/8" MIN. _ PSPN516Z 1" MIN. HOLE PERMITTED 11� THAN(1) 6"QJ HOLE IS EA. SIDE STRAP EA. SIDE ALLOWED IN EACH SPAN. WALL OR SUPPORT 2x4 PLATES 2x6 PLATES 2x4 STUDS (3x4 SIM.) ALLOWABLE CUTTING IN LSL,LVL, OR PSL MEMBERS SECTION ALLOWABLE HOLES THROUGH TOP PLATES SECTION NOTES: 3/4" = 1'-0" 1) AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16X2'-0" STRAP BEAM PER PLAN. PERPENDICULAR NOT SHOWN FOR''' ^oiTv SIMPSON CC PLAN BEAM TO WOOD POST CONNECTION SECTION 2x6 STUDS (3x6 SIM.) ALLOWABLE NOTCHES IN STUDS SECTION NOTES: 3/4" = 1'-0" 1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS 8- 16d NAILS EA. SIDE OF SPLICE (NO BOT. SPLICE IN THIS AREA) 16d @ 12"oc 4'-0" 4'-0" 16d @ 12"oc STAGGER TYP. � MIN. MIN. STAGGER TYP. . i. i PLAN 2 16d EA SIDE OF BOTTOM PLATE SPLICE TOP PLATE SPLICE AT STUD CENTERLINE, TYP. BOTTOM PLATE SPLICE AT STUD CENTERLINE, TYP. EXISTING STUD WALL TOP PLATE SPLICE SECTION EXTRA STUDS AS SHOWN, SEE PLAN FOR ADDITIONAL EDGE NAILING POSTS AND TYPICAL PER SHEARWALL POSTS UNDER BM. SCHEDULE, TYP. THRU WALL CROSS WALL 2- STUDS AT EACH HOLDDOWN MIN., SEE NAIL STUD TOGETHER PLAN FOR FOR w/16d @ 12"oc TYP. ADDITIONAL POSTS AND TYPICAL POSTS UNDER BEAM CROSS WALL PLAN CORNER PLAN TYPICAL WALL INTERSECTION SECTION 1 1 /2"fZi 3 1 /4"fZi MAX. HOLE SINGLE STUDS MAX. HOLE ® (NO REINFORCING REQUIRED) 3/4" MIN. 1 1/2" MIN. EA. SIDE EA. SIDE 2 1 /8"Ql _ 3 1 /4"f7� MAX. HOLE DOUBLE STUDS MAX. HOLE (NO MORE THAN (2) ® SUCCESSIVE STUDS MAY BE BORED) 1" MIN. EA. SIDE 2x6 STUDS (3x6 SIM.) 5/8" MIN. EA. SIDE 2x4 STUDS (3x4 SIM.) ALLOWABLE HOLES THROUGH STUDS SECTION NOTES: 3/4" = 1'-0" 1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS U .�. .� z wM -- Q � �Q� w ��� �, �; � ��� � �~ L M W � � � (n N w U N z � O w � Q J d� � ''_^^ >a v! � w � � � 0 � z � 0 � w U z O U ''w �v! V Cz G Q S3.1 a� is n E c� M N N 00 0 3 a� U 7 L m U C m F u C FLOOR/ROOF JOIST PER PLAN 2x4 FLAT BLOCKING @ PLYWOOD EDGES, PERPENDICULAR TO FLOOR/ROOF JOIST WHERE NOTED ON PLANS OR NOTES NOTE: ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CENTERLINE JOISTS OR SUPPORTING MEMBERS. BLOCK ALL PANELS LESS THAN 12" IN WIDTH TYPICAL EDGE NAILING, SEE NOTES 3/8" MIN. TO EDGE OF PLYWOOD SHEET &SUPPORT :I :I �I ' ' =' :I _ _ ' '= =' ' ' ' ' ' ' ' ' - ' ' TYPICAL INTERMEDIATE NAILING PER NOTES STAGGER PLYWOOD JOINTS, SEE PLANS TYPICAL FLOOR SHEATHING PLAN VIEW 2- TOP PLATE U.N.O. 2x BLOCKING, EDGE NAIL 3x WHEN NOTED ON SCHEDULE. SHEATHING PER SCHEDULE 2x SILL PLATE FINISH FLOOR LINE -- -- ANCHOR BOLTS SEE SCHEDULE --�T-----� II II II II II II II II II II II II II II II II II II ------I�------I�------ II II II II II II II II II II I II I II I II I II I II I II I II I II I II II II II II II II II II --J L-----J••L-----J II II II II II II II I•.I I:•I II II II II II II II II II L-----J II I II I II I II I II I II II I II I II I �-----J z a U O CO V H x CV �� II I II I II I II I II I II I II I a d d TYPICAL WALL FRAMING SECTION SHEARWALL SCHEDULE (DOUG FIR OR HEM FIR LUMBER PER GENERAL NOTES) APA RATED SHEATHING (NOTES 1,2,4,12,13) SILL PLATE ATTACHMENT DOUG-FIR HEM -FIR STUD & EDEGE BLKG. RIM JOIST/BLOCK TO 2x WALL PLATE SHEAR SHEAR PANEL EDGE NAIL SPACING 5/8" Q1 ANCHOR FOUNDATION MARK (NOTES 3,6,14) TOP PLATE (NOTE 7,8) TO BLOCKING/RIM (NOTE 9) CAPACITY CAPACITY APPLICATION (NOTES 4,5) BOLT SPACING SILL PLATE (PLF) (PLF) (NOTES 10,15) (NOTE 11) W3 ONE SIDE 0.131x2 1/2" @ 3"oc 2x CLIP @ 11"oc 0.148x3 1/4 @ 3"oc 21"oc 2x 490 455 W4 ONE SIDE 0.131 x2 1 /2" @ 4"oc 2x CLIP @ 14"oc 0.148x3 1 /4 @ 4"oc 28"oc 2x 380 353 W6 ONE SIDE 0.131x2 1/2" @ 6"oc 2x CLIP @ 20"oc 0.148x3 1/4 @ 6"oc 40"oc 2x 260 242 2W2 BOTH SIDE 0.131x2 1/2" @ 2"oc STAGGERED 3x 3- CLIPS @ 12"oc 3- CLIPS @ 12"oc 10"oc 3x 1280 1190 2W3 BOTH SIDE 0.131x2 1/2" @ 3"oc STAGGERED 3x 2- CLIPS @ 11"oc 2- CLIPS @ 11"oc 12"oc 2x 980 912 2W4 BOTH SIDE 0.131x2 1/2" @ 4"oc 3x 2- CLIPS @ 14"oc 2- CLIPS @ 14"oc 18"oc 3x 760 706 2W6 BOTH SIDE 0.131x2 1/2" @ 6"oc 3x 2- CLIPS @ 20"oc 2- CLIPS @ 20"oc 26"oc 3x 520 484 SHEARWALL SCHEDULE NOTES: 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDDOWN REQUIREMENTS. ALTERNATE WALLS DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS. 5. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDDOWN POSTS. REFER TO THE HOLDDOWN DETAILS FOR ADDITIONAL INFORMATION. 6. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING SHALL BE AT 12"oc MAX. 7. USE 0.131x1 1/2" LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2 1/2" NAILS WHEN CLIPS ARE INSTALLED OVER SHEATHING. 8. FRAMING CLIPS ARE EITHER A35 OR LTP5, OR APPROVED EQUIVALENT 9. WHERE PLATE ATTACHMENT SPECIFIES 2- ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR EQUAL. ATTACH PER DETAILS 10. IN SEISMIC DESIGN CATEGORY D, E, AND F, ANCHOR BOLTS SHALL BE PROVIDED WITH 3x3x1/4" PLATE WASHERS. EMBED ANCHOR BOLTS 7" INTO CONCRETE. 11. PRESSURE PRESERVATIVE TREATED STAINLESS OR MATERIAL CAN CAUSE EXCESSIVE CORROSION AND DEGRADATION OF FASTENERS. PROVIDE HOT DIPPED GALVANIZED NAILS AND CONNECTOR PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED FRAMING MEMBERS. ALTERNATE NOTES: 12. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN LIEU OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED 16"oc AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING AND APPROVES. 13. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT ENGINEER OF RECORD FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS. 14. AT ADJOINING PANEL EDGES, 2- 2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A SINGLE 3x STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 15. CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE. 16. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"x3"x1/4". PLATE WASHERS TO BE SLOTTED SO WASHERS IS WITHIN 1/2" OF FACE OF SHEATHING. EDGE NAIL TO TOP PLATE FIELD NAIL NOTE: NAILING TO BE 3/8" MIN. TO EDGE OF SUPPORTS & SHEETS HOEDOWN PER PLAN - -a a d d 4 d a° .. a d d 4 . d d . CORNER AT SIM HOLD DOWN SCHEDULE MARK FASTENERS TO CONCRETE FASTENERS TO WOOD ANCHOR DIAMETER MINIMUM EMBEDMENT DEPTH (QUANTITY) TYPE WOOD MEMBER SDHD10 - 10" 18- 16d SINKERS 2- 2x STUDS STHD14 - 14" 22- 16d SINKERS 2- 2x STUDS HDU2 5/8" 8" 6- SDS 1/4"x2 1/2" 2- 2x STUDS HDU5 5/8" 12" 10- SDS 1/4"x2 1/2" 2- 2x STUDS HDU8 7/8" 16" 20- SDS 1/4"x2 1/2" 1- 4x POST H DU 11 1 " A307 20" 30- SDS 1 /4"x2 1 /2" 1- 6x6 OR 4x6 HDU14 1" A307 20" 36- SDS 1/4"x2 1/2" 1- 6x6 OR 4x8 HHDQ14 1" A307 24" 30- SDS 1/4"x2 1/2" 1- 6x6 OR 4x8 LSTHD8 7/8" A307 8" 24- 16d SINKERS 2- 2x STUDS LSTA36 1 1/4"x18GA. - 26- 10d COMMON 2- 2x STUDS MSTA36 1 1/4"x16GA. - 26- 10d COMMON 2- 2x STUDS MST37 2 1/16"x12GA. - 42- 16d COMMON 2- 2x STUDS MST48 2 1/16"x12GA. - 46- 16d COMMON 2- 2x STUDS MST60 2 1/16"x10GA. - 56- 16d COMMON 2- 2x STUDS MSTC48B3 3"x10GA. - 54- 16d COMMON 2- 2x STUDS MSTC66B3 3 1/2"x16GA. - 56- 16d SINKERS 2- 2x STUDS NOTES: 1.) ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT, UNLESS NOTED OTHERWISE. 2.) WOOD MEMBERS (MIN.) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG BOLTS TO FASTEN HOLD DOWNS TO WOOD MEMBERS. 3.) HOEDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOEDOWN CALL -OUTS AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 4.) QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS, U.N.O. 5.) IF SHEAR WALL REQUIRES 3x STUDS, USE 3x INSTEAD OF 2x. 6.) IF ANCHORS ARE TO BE CONNECTED TO EXISTING CONCRETE, USE SIMPSON SET-XP, EMBED PER SCHEDULE. 7.) FOR MSTCXXB3 STRAPS HOOK THE 3" RETURN UNDER THE BOTTOM OF THE BEAM, AND NAIL ALL HOLES. ROOF NAILING SCHEDULE NAIL SPACING NAIL SPACING @ NAIL SPACING @ ZONE CONTINUOUS INTERMEDIATE STIFFENERS EDGES OTHER EDGES SUPPORT O 0.131 "Q1 @ 6"oc AT 0.131 "Q1 @ 12"oc 0.131 "Q1 @ 12"oc N/A SUPPORTED EDGES ROOF NAILING NOTES: 1.) ALL NAILS SHALL BE 10d COMMON (0.148"Ql) w/11/2" MIN. PENETRATION INTO FRAMING. 2.) ALL NAILS TO BE FLUSH DRIVEN &SHALL NOT FRACTURE PLYWOOD SURFACE. 3.) PROVIDE 3/8" MIN. CLEARANCE BETWEEN NAIL CENTERLINE AND PANEL EDGE. 4.) PROVIDE 2 ROWS 10d @ 4"oc EA. ROW AT EXTERIOR DIAPHRAGM BOUNDARIES, (BLDG. PERIMETER) TYP. (U.N.O.) 5.) AT STEEL STRAP TIE LOCATIONS, NAIL ALL HOLES w/11/2" MIN. PENETRATION INTO SAWN LUMBER FRAMING. DO NOT USE 10d x 11/2" NAILS AS SPECIFIED IN SUPPLIER LITERATURE. 6.) INSTALL SIMPSON PSCL @UNSUPPORTED PANEL EDGES. 7.) ZONE 1 APPLIES U.N.O. U .�. . � z wM � � > r �_ W ��� �� �_ CC� G �_ O .� � L M W � � � (n N I11 U N z � O Ill � 0 J d� _ � ''^^ >Q v! � w � � � 0 � z � 0 � W U REVIS�QI�U B Sep 22 2023 CITY OF EDMONDS DEPARTMENT CADD FILE: 23076 DATE: 08-12-2023 DRAWN: P. PATEL CHECKED: C. BURT S4.1