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APPROVED BLD RESUB2 BLD2023-0501+Architectural_Plan+12.3.2023_4.15.49_PM+3930530;Special Inspections required for this Permit. i1. Soils as per the Geo Technological Engineer report. !Please see sheet S1 as well ■ OBTAIN ELECTRICAL ALL WORK SUBJECT APPROVED PERMIT FROM TO FIELD PLANS MUST BE STATE LABOR & INSPECTION FOR INDUSTRIES CODE COMPLIANCE ON JOB SITE NOTE: ALL EXISTING NON -CONFORMING CONSTRUCTION DENOTED FOR REPAIR OR REPLACEMENT SHALL BE CONSTRUCTED LIKE -FOR -LIKE. PROPOSED REPAIR OF EXISTING MAIN FLOOR UNCOVERED BRIDGE TO GRADE - 84 SF PROPOSED REPAIR OF EXISTING UPPER FLOOR WP DECK - 300 SF EXISTING ROCKERY, TYP. l 300 pL10g.23 I EXISTING ------ ----------- CRETE cD I 0 cn I ON GRADE `" X l O 1 � y � o z o r- r 25' BUFFER ---- --- \ N z MCr I I N W PL 122.07' LEGEND 7, 6" A �� +305.2 O PROPOSED NEW ROOF STRUCTURE - 990 SF OVERHANGS TO MATCH EXISTING, TYPICAL PROPOSED UPPER FLOOR WP DECK ADDITION - 11 SF & EXISTING DECK REPAIR - 29 SF - PROPOSED ROOF ADDITION - 21 SF CONVERT DECK TO CONDITIONED SPACE PROPOSED DECK REPAIR PROPOSED DECK ADDITION 0 PROPOSED ROOF PROJECTNORTH SIT AN 1/16" = 1'-0" EXISTING SF RESIDENCE (2) STORY WI PARTIAL BASEMENT 16120 72nd Ave. W # 00513100005204 Main Floor Elev. 305.5' Original permit # 2001-0734 LLA # PLN20100050 16' C +.101 City Of Edmonds Building Department Work ADDITION Address 16120 72ND AVE W Owner LANE Approved Date 12/19/2023 Building Official W. W Permit Number BLD2023-0501 REVISIONS DATE PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 PROPOSED EXISTING UPPER FLOOR WP DECK CONVERTED TO CONDITIONED SPACE - 90 SF SS MANHOLE DATUM POINT EL = 279.5' m STOR B /+292.0 - 2'-6"' �v ann � / ELECTRIC SERVICE METER EXISTING GAS SERVICE METER 56'-07± EXISTING 18" OVERHANGS EXISTING, TYPICAL EXI, i PROPOSED NEW STANDING SEAM METAL ROOFING PROJECT DATA PROJECT ADDRESS: 16120 72nd Ave. W OWNER: Chris and Pauline Lane 16120 72nd Ave W Edmonds, WA 98026 LEGAL: Section 05 Township 27 Range 04 Quarter SW Subdivision MEADOWDALE BEACH BLK 000 MEADOWDALE BEACH BLK 000 D-4 - PAR A OF BLA CITY OF ED LLA NO PLN20100050 REC AFN 201011155003;BEING A PTNLOT 52 EXST PLOT TAX NO: 00513100005204 ZONE: RS-20 YEAR BUILT: 2001 CONSULTING ENGINEER: EVAN APOLIS, P.E.,, S.E., CSES INC. PHONE: (206) 527-1288 Exist. house Exist. garage Exist deck and porch Proposed new deck Proposed coverage IMPERVIOUS SURFACE House, decks Garage Driveway,walks, gravel, patio Proposed coverage HEIGHT CALCULATIONS 37,897sf 2, 200sf 440sf 527sf 11sf 3,178sf / 34,457sf = 9.2 3,331sf 558sf 2 176sf 6, 065sf / 34, 457sf = 17.6 Maximum height 328.6' established by permit no. 2001-0734. A = + 305.2' B=+292.0' C = + 308.9' D = + 308.4' 1214.514 = 303.6' Average Grade + 25' = 328.6' Maximum Height PL 153.00' v CATCH BASIN oW oDATUM POINT EL = 288.0' 18" OVERHANGS EXISTING, TYPICAL - - - - - -I PROPOSED STANDING SEAM I METAL ROOFING THROUGHOUT 25' FRONT YARD PROPOSED REPAIR OF EXISTING MAIN ---------------- _T FLOOR COVERED WOOD ENTRY PORCH - 90 S PROPOSED CONCRETE STE LANDING TO REPLACE EXISTIN 9 SF PROPOSED NEW ROOF STRUCTURE - 225 SF PROPOSED REPAIR OF EXISTING I UPPER FLOOR WP DECK - 60 SF. I I 180' % ---- CO / - ----------------------------- ------------------------- - a G GARAGE / / 0 XISTING DR AY - GG�SS �'( I S � USE STAND ALONE SITEPLAN i i o O; � I GENERAL NOTES 1. All work shall conform to the 2018 IRC and other applicable codes, regulations and ordinances. 2. Electrical or plumbing portions of the work shall conform to all applicable codes, regulations and ordinances, and shall be under separate permit. 3. Contractor shall investigate job site and existing conditions shall become knowledgeable of the proposed work before initiating any agreement to do the work. 4. All applicable codes, regulations and ordinances shall supercede all contract documents. Contractor shall immediately notify the Architect of any discrepancies before proceeding with the work. 5. Contractor shall verify contract dimensions and design assumptions with existing conditions and shall immediately notify Architect of any discrepancies before proceeding with the work. 6. Contractor shall acquire all necessary permits, except building permit, and shall call for inspections as required by City of Edmonds. 7. Contractor shall coordinate electrical and plumbing work and shall notify Architect of any discrepancies with architectural or structural conditions before proceeding with the work. 8. Dimensions shall be to face of framing, concrete or centerlines, unless noted otherwise; Do not measure off drawings. 9. Contractor shll review and approve shop drawings before submitting to Architect. Architect shall review shop drawings for design intent and conformance with information given only. 10. Architect shall visit job site at intervals appropriate to stage of Contractor's operations, but shall not to supervise construction procedures or evaluate job site safety conditions. These shall be the sole responsibilities of the Contractor and nothing in these contract documents shall be construed as relieving the Contractor of these responsibilities. 11. Contractor shall guarantee all materials and workmanship for a period of one (1) year commencing from the date of final payment to the Contractor. 12. Contractor shall maintain a clean job site throughout the duration of the project, and perform final cleanup at completion of the work removing all construction debris from site. 13. Contractor shall maintain in good condition all construction permits, updated record drawings, operating manuals and other project related materials, and shall submit them to Owner at project completion. 14. Drawings indicate general and specific details of construction. Where conditions are not specifically indicated but are of a similar character to details shown, similar details of construction shall be used. 15. Contractor shall take all necessary precautions to stabilize existing structure during structural modifications. 14. The architect shall administer the contract for construction. 1. All work shall conform to the 2018 WSEC, Chapter 4, Section R402, Table R402.1.1, Prescriptive Approach. 2. Insulation minimums: Ceiling (attic) R-49 Ceiling (single rafter) R-38 New 2x6 wall above grade R-21 Exist. 2x4 wall above grade exposed R-15 Header R-10 Glazing Vertical fenestration U = 0.30 max. Skylight U = 0.50 max. 3. Additional Energy Efficiency Requirements shall comply with Section 406.3.5 for Additions <_ 500 sf : 1.5 credits, Table 406.3.1: Efficient Building Envelope: Option 1.5 : 2.0 credits: Vertical Fenestration U = 0.22 Wood frame wall R-21 int. plus R-12 ci 4. Install insulation with barrier to warm side; seal tears with tape appropriate to use. 5. Caulk, seal, weatherstrip or gasket all exterior openings; insulate or caulk all exterior framing gaps. 6. Provide continuous air barrier to prevent air movement through exterior wall. 7. Heated air duct insulation to be R-8 minimum.. Hot water pipe insulation to be R-4 minimum. SAFETY - 1. Building entrance doors and openable windows less than 10 feet above grade or accessible deck shall have minimum 1/2-inch throw dead bolt or approved locking device. 2. Electrician shall Install GFCI electrical circuts where required by code. 3. Contractor shall verify or install smoke alarms, minimum one (1) per floor and one (1) in each sleeping room, hard -wired (where feasible; verify on site), with battery backup. 4. Contrator shall verify or install carbon monoxide alarm, (1) per floor. MOISTURE 1. Wood sills and plates in contact with concrete shall be pressure treated against moisture. 2. Place exterior sealant as required for water -tight construction with materials appropriate to use; minimize use by making cuts accurate, and allow for seasonal movement. 3. Exterior boards, trim and column wrap shall be fashioned from AZEK Exteriors standard shapes and sizes as manufactured by AZEK Building Products, and installed per manufacturer specifications. 4. Exterior nailing shall be stainless steel. EXTERIOR METALS Metal Roofing, Flashings, Gutters and Downspouts: 1. Roofing shall be manufactured by Taylor Metal Products, Inc., Salem, Oregon, standard line "Easy -Lock" Standing Seam - 1 " high rib, 12" wide panel, 24 gauge galvanized steel. Note: alternate suppliers will be considered. 2. Exterior finish color TBD. 3. Flashings, trim, gutters, downspouts and any miscellaneous items shall be fabricated using same material, gauge and finish as panels. 4. Shop drawings shall be provided for review by architect for all items proposed for modification from stock profiles or from contract documents. Allow sufficient time for review. Items installed without approved shop drawings that are judged by the architect to be unacceptable shall be removed and replaced with approved items by installer at installer's expense. 5. Gutter profile shall be as showm on Detail 1, Sheet A9. Construct in as long lengths as practicable. If joints required space evenly across run. 6. Downspouts shall be 2" diameter (verify) plain round from roof to grade. Straps to be 1 " wide, falls to be plumb. Use of flat strap or standoff strap to be determined in field. 7. Put surfaces to be covered with metal in proper condition for covering. 8. Fabricate metal fleshings and copings shall comply with profiles and sizes shown on drawings or as modified by shop drawings approved by architect or, in absence of above, shall comply with industry standard details. Form materials with lines and angles in true alignment, without waves or buckles. Make proper allowance for expansion and contraction. Cope or flange intersections to fit accurately. Fold back metal to form a hem on the concealed side of exposed edges. Organize seams in a consistent pattern. Provide flat lock (drive cleat) seams where approved. Comply with metal producer's recommendations for welding and cleaning metal. Metal Decking 1. LOCKDRY decking shall be provided by NEXAN Building Products, 888-739-6172, sales@nexaninc.com. Planks shall be standard 6" W x 1 " D, single lengths. Color TBD. Note: alternate suppliers will be considered. Guard/Handrail 1. Railings shall be supplied by HANSEN ARCHITECTURAL SYSTEMS. System shall be stock aluminum 2-3/8" Post with 5" x 5" x 3/8" Flat Base and 6" x 6" Fascia Mount Brackets (see drawings), with Series 20OX continuous top rails at guards (see drawings for attached wood rail cap), Series 100 at handrails. Use all appropriate gasket and trims. Powder coat finish; color TBD. Infill panels shall be tempered glass or stock 3/4"x 3/4" aluminum balusters (see drawings.) Note: alternate sullpiers will be considered. General Caution 1. Installation of above systems shall be coordinated by general contractor. Special attention is noted regarding layout of decking and guard rail post blocking, to not interrupt drainage channels. Existing Conditions 1. Inventory existing exterior material and finish conditions and repair or replace as necessary to current standards for weatherproof construction. 2. Match existing materials and finishes, unless noted otherwise on drawings or per instructions. 3 Review with architect. - SHEET INDEX Sheet No. Description A 1 Site Plan, Project Data, Notes, Vicinity Map > A2 Basement Plan A3 Main Floor Plan A4 Upper Floor Plan > A5 Roof Plan A6 Exterior Elevations, Door Schedule A7 Exterior Elevations, Details > A8 Building Section A9 Details VICINITY MAP - No Scale 01 Foundation &Main Floor Framing Plan \ S2 Upper Floor Framing & Main Floor Wall Plan S3 Roof Framing Plan & Upper Floor Wall Plan S4 Structural Details S5 Structural Notes, Sheer Wall Schedule North ■ 16NW 72nd Ave. W St. SW Meadowda/e Rd QMeadowdale Playfields 168th St. SW Y. Meadowdale O q H.S. Q Michael Shoffner Architect 18609 21st PI NE Shoreline WA 98155 206.527.1281 shoffarch'aol.com Addition & Alterations to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Site Plan - Notes -Vicinity Map Drawn: Printed: 1113012023 Revised: 0 8/07/2023 Correction #1 0 11/30/2023 Correction #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. ISTERED MICHAEL A. SHOFFNER STATE OF WASHINGTON Permit Set A 1 OF 14 RESUB Dec 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Michael Shoffner Architect 49' 0"± EXISTING 16'-0" 16'-0" 12'-0" 5'-0" 18609 21st PI NE Shoreline WA 98155 206.527.1281 shoffarch@aol.com co EXISTING 0 BASEMENT z co W Addition & Alterations +� 0 to M Lane Residence WH UP 16120 72nd Ave. W - EXISTING Edmonds, WA F STAIR 98026 Co ACCESS UP 0 ao A - Basement Plan A 8 7-0" 21'-0" A8 EXISTING CRAWL SPACE (SEE SHEET S1) Drawn: Printed: 11/30/2023 Revised: 8/07/2023 Correction #1 zL 1113012023 Correction #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. e3260RWISTEREDITECTFFNERGTON Permit Set A20F14 PROJECT NORTH BASEMENT PLAN 114"-V-0 56'-0"± EXISTNG EXISTING CONCRETE WALK - 7'-0" 16' 0" 16' 0" 12'-0" 5' 0" Michael 1' 2" 6' 4" REMOVE EXISTING WOOD S h offn e r DECKING, REPAIR FRAMING REMOVE EXISTING GUARD LINE OF DECK ABOVE AS NECESSARY & INSTALL & INSTALL TYPICAL NEW Architect VERIFY FASCIA CONDITION 5/4X6 AZEK PLANK (SQUARE SHOULDER) \� & REPLACE AS NECESSARY, 14SOLATE DECKING, 'PICTURE FRAME'. FROM CONCRETE o (1)EXISTING• RISER EXISTING BRIDGE EXISTING 18609 21st PI NE DOWNSPOUT EXISTING LOCATION Shoreline WA DINING ROOM ;- EXISTING POST i EXISTING NO WORK " 98155 L -i PANTRY206.527.1281 CONSTRUCT EXISTING I FIXTURE NO WORK EXISTING EXISTING s h offs rc h Cl) a o I . co m NEW BOX BEAM EXISTING DOWNSPOUT % DOWNSPOUT LOCATION LOCATION KITCHEN / EXISTING o i OUTLET REPLACE HEADER @ EXISTING WINDOW PER PLAN ® REMOVE EXISTING GUARD & UP ! INSTALL TYPICAL NEW r IIEXISTING EXISTING I POST REMOVE EXISTING WOOD DECKING, REPAIR FRAMING EXISTING BEAM BAR AS NECESSARY &INSTALL NO WORK EXISTING J' 5/4X6 AZEK PLANK (SQUARE SHOULDER) UP BEAM, DECKING, 'PICTURE FRAME'. EXISTING POST ILLEXISTING TYPICAL REMOVE POST &BEAM Addition &Alterations STAIR EXISTING TRIM AS NECESSARY ® I & INSTALL NEW TRIM, to L J NO WORK ENTRY TYPICAL _ EXISTING FIXTURE FIXTURE POff��l++ffll �.: INSTALL NEW HANDRAIL -." -NOTE: NOAZEK CAP A Lane Residence 16120 72nd Ave. W CONSTRUCT I .J4 '� INSTALL ASPHALT REMOVE EXISTING A8 NEW BOX BEAM EXISTING - / EXPANSION JOINT CONCRETE STEPS Edmonds, WA A I DOORS EXISTING EXISTING EXISTING I & LANDING & POUR o EXISTING ENTRY POST .. . 3/8" MINUS 98026VESTIBULE � x w REMOVE DOWNSPOUT PATIO '- EXISTING BEAM I FOYER NO WORK �� .. ORI ERS@71/2 d .. .. DOWN 2 T READS 12"• S� �.� @ EXPOSED AGGREGATE FINISH ADD LAMP BLACK o AND PATCH TO MATCH TO AS NECESSARY � :. ; , MATCH COLOR. ° EXISTIN CLOSETS Main Floor Plan L REMOVE FINISHES FROM EXISTING POST -' — EXISTING COFFERS & SAW CUT EXISTING DROPPED BEAMS. WALK & INSTALL CONSTRUCT 1 I REPAIR AS NECESSARY ASPHALT EXPANSION (SEE SHEET S2) REMOVE EXISTING DECKING JOINT NEW BOX BEAM & INSTALL NEW FINISHES & REPAIR FRAMING AS NECESSARY. III TO MATCH EXISTING. INSTALL 5/4 x 6 BATU DECKING, REPLACE HEADER @ EXISTING 'PICTURE FRAME' WINDOW PER PLAN I �f I CD = M EXISTING BEAM NOTE: TING EXISTING = REMOVE ALL WOOD TRIM &FINISHES FROM �!- I INSTALL MATCHING CROWN LIVING ROOM EXISTING DECK POSTS, BEAMS & SOFFITS & REPAIR FRAMING AS NECESSARY. INSTALL NEW TRIM. EXISTING OUTLET MOLD ALL LIVING SPACES THIS FLOOR. BA H NO WORK `- CONSTRUCT NEW STONE VENEER PLINTH & Tf ORK PRE -CAST PYRAMID CAP, MATERIAL TO MATCH EXISTING, TYPICAL (4) PLACES EXISTING EXISTING FAMILY ROOM UP EXISTING EXISTING Drawn: STAIR HALL Panted: 11/30/2023 Revised: 1 (19 NO WORK 0 8/07/2023 Correction #1 � NO WORK zL 1113012023 Correction #2 N EXISTING POST .CONSTRUCT \ 04 NEW BOX BEAM EXISTING WINDOW REMOVE REMOVE CABINET & 1/2 WALL, - DOWNSPOUT / EXISTING EXISTING BEAM, THIS DOCUMENT REPRESENTS A PATCH TO MATCH. GAS GRILL BY OWNER & PATCH TO MATCH i / EXISTING -' WINDOW DOWNSPOUT EXISTING EXISTING REMOVE TRIM & INSTALL NEW M o PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON Cn EXISTING DOWNSPOUT LOCATION J /� LOCATION LAUNDRY OFFICE I OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF NO WORK r' THIS PROJECT BY OTHERS EXCEPT BY INVESTIGATE EXHAUST PRIOR ARRANGEMENT IN WRITING WITH FOR PROPER OPERATION. / ' NEW LINE OF DECK ABOVE EXISTING POST & MICHAEL SHOFFNER ARCHITECT. REPAIR OR REPLACE % - ROCK VENEER PLINTH EXISTING SIDING Q 00 REMOVE SIDING, & SHEATHING, T H ITECT& REPAIR AS NECESSARY, \ INSTALL NEW TO MATCH.LO \REMOVE POST &BEAM TRIM,CAVITIES e326STERED INSULATE EXPOSED WALL EXISTING \ EXISTING FRAMENEWBOXBEAM OFFNERINSULATION W/R 21 BAIT ELECTRIC l \ SERVICE \ DOWNSPOUT&INSTALL NEW TRIM INGTGN METER -' \ !vN LOCATION EXISTING GAS \ CONSTRUCT SERVICE METER \ EXISTING NEW BOX BEAM EXISTING CONCRETE STEPS Permit Set LEGEND DOWNSPOUT EXIST. CONSTRUCTION LOCATION NEW CONSTRUCTION 1 6" EXIST. REMOVED .................... . LINES OVER/UNDER — — 3'-10" X-101/2" 1' 1 1/2"± 7'-0" 4' 11 " 11' 1 " 2'-4" 14'-6" 1 g" 9'-8" 5'-0" A30F14 56'-0"± EXISTNG PROJECT NORTH MAIN FLOOR PLAN 1/4"-1' 0" 56'-07± EXISTING 7'-0" 16'-0" 16'-0" 12'-0" 5'-0" Michael 1'-2" 6'-4" ho ner Arch itect PARTIAL NON -CONFORMING EXISTING ROOF TO BE RE -CONSTRUCTED LIKE -FOR -LIKE EXISTING ROOF BELOW INSTALL NEW GUARD - LINE OF NEW ROOF \ \ TO MATCH EXISTING, — RELOCATE & REPLACE FIXTURES & OUTLETS TYPICAL EXISTING POST AS DIRECTED, TYPICAL \ 18609 2 1 st PI NE BELOW, TYPICAL \ N o Shoreline WA LO zo 98155 w - WP EXISTING �J F � M. BATH 206.527.1281 I -- CONSTRUCT PERIMETER SOFFIT -., REMOVE EXISTING GUTTER LU w / I , TO+ MATCH ORIGINAL, DOWN 4"± I NO WORK shoffarch@aol.com EXISTING &INSTALL NEW I O O ElM. BEDROOM I` I TIN z EXISTING WOOD I co w o 1 I O VERIFY OR INSTALL R-21 INSULATION ALL \ EXPOSEDSTUDCAVITIES,TYPICAL NO EXISTING E I I G S IR M INSTALL CROWN MOLD WARDROBE DOWN TO MATCH EXISTING, TYP. 0 NO WORK NIS WC RK REMOVE EXISTING FRENCH DOORS \ ATTIC — — & SIDE LITES & INSTALL NEW DOOR ACCESS ------------------------ El\ \ REMOVE EXISTING WP MEMBRANE & - o I REMOVE EXISTING WINDOW, DOWN EXISTING SHEATHING, REPAIR AS NECESSARY. INSTALL LOCKDRY DECKING \FURR-IN & PATCH TO MATCH NOTE: INSTALL MATCHING CROWN MOLD \ ROOF BELOW \ Addition &Alterations WP ATTIC ACCESS ALL LIVING SPACES THIS FLOOR \ Uj"_ SLOPE — MIN. 22"X 30" t0 w CONSTRUCT 1/4" IN 12" 1❑ — } '14 EXISTING EXTERIOR & FRENCH DOORS \ \ \ /1612072nd °D A Lane Residence Ave. REMOVE WALL EXTERIOR EXISTING Q %( 2 �:.".. —REM VE EXISTING DRAIN EXI J Y I �('` �-+ A Edmonds, WA A z co x 0 w � WALL 2x6STUDS @ 16 O.C. WP DECK 2 '° "" EW� �:, LINE OVERHANG OF EXISTING ROOF REMOVED EXISTING HALL EXISTING WOOD FOYtk 98026 "z8�) o W/ R-21 +R-12ci �� `� CON ERT DECK TO \ z INSULATION '�� CONDITIONED SPACE \ z ci x ........ ... CON TRUCT NEW PARTITION, / c; w A9 \ \ �, 2X4 16" O.C. CASE NEW z \ w o W i El ....... ...... .. N OPENING DOWN 12" O \ o -1 e- CO 8 � � V _ WP NEW SUPPLY HEAT GRILL, < ` EXTEND EXISTING F/A SYSTEM — Upper Floor Plan �" �" /q9 T Electrical an CY Q REMOVE EXISTING WINDOW, �C) I` FURR-IN & PATCH TO MATCH SOFFIT TRIM, �o z z EXISTING z ; oWARDR TYPICAL ` CONSTRUCT PERIMETER SOFFIT . \ TO MATCH M. BEDROOM ~ B E = 0 EXISTING +I DOWN 4 "± — E TING NO WORK BEDROOM — LINE OF EXISTING & NEW ROOF o V M e- Cp -- ��INSTALL CROWN BAT NO WORK �- EXISTING MOLD,TYP. N K FAMILY ROOM El EXISTING WOOD REMOVE EXISTING FRENCH DOORS I Drawn: — & SIDE LITES & INSTALL NEW DOOR EXISTING REMOVE EXISTING Printed: 11/30/2023 Revised: w J CLOSET EXISTING WP MEMBRANE & \ SHEATHING, 0 Corrections #1 \ 11/30/2023 Corrections #2 zL 1//301202 WP NO WORK STUDY REPAIR FRAMING REMOVE EXISTING GUARD & AS NECESSARY. -- INSTALL NEW N NO WORK INSTALL LOCKDRY . . .. . . . N DECKING. LINE OF NEW ROOF REMOVE EXISTING SLOPE I z w E I ST I N G SHEATHING, MEMBRANE & SHEATHING, 1/4" IN 12" I o � - THIS DOCUMENT REPRESENTS A V VI r DECK ,, REPAIR FRAMING EXISTING 3 O o z INSTALL NEW BEAMS � `=' "' PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON \ CONSTRUCT FLAT SOFFIT 5 AS NECESSARY & N x �— OTHER PROJECTS, FOR ADDITIONS TO M / BELOW CEILING SLOPE o ENLARGE DECK. BEDROOM 9�' �GF EXI ST I LO z P THIS PROJECT OR FOR COMPLETION OF INSTALL NEW WP WALKING : THIS PROJECT BY OTHERS EXCEPT BY LINE OF NEW ROOF —' MEMBRANE. REMOVE EXISTING DOOR, — DECK / -- INSTALL NEW POST PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. TO MATCH EXISTING, SL PE TO GUTTER REFRAME OPENING & INSTALL TYPICAL INSTALL NEW GUTTER — 1/4"IN 12" REMOVE EXISTING GUARD NEW FRENCH DOORS. 2❑ &INSTALL NEW WP I- 'Lie 3260 R ISTERED CHITECT CV EXISTING �, ; LO ROOF BELOW MICHAEL A. SHOFFNER i STATE OF WASHNGTON REMOVE EXISTING FIXTURE & INSTALL RELOCATED FIXTURE FROM CONVERTED WEST DECK ELECTRICAL EQUIPMENT Plates: LUTRON, OREQ., PLASTIC, SMOOTH LINE Permit Set Switches: 15 AMP, MATCH EXISTING Receptacles: 15AMP, GROUNDING, MATCH EXISTING Dimmers: 600 W47/1000 WATT, MATH EXISTING Color: MATCH EXISTING 3'-10" 3'-101/2" 1'-1 1/2"± Mounting height: MATCH EXISTING Symbols: 7'-0" 4'-11 " 11 1 " 24" 14'-6" 1 _g 9'-8" 5'-0" Recessed light Under cabinet light A40FI4 Surface mounted clg. light \ Ceiling track 56'-0"± EXISTING " " wall " Cable Pendant/chandelier ® Computer Duplex outlet ® Phone E,yp Weatherproof outlet E,') Single pole switch 220V outlet �/4 Three / four way switch PROJECT NORTH LEGEND QSD Smoke detector �' p Dimmer UPPER FLOOR PLAN 1/4" = 1' 0" EXIST. CONSTRUCTION NEW CONSTRUCTION NOTE - ELECTRICAL UNDER SEPARATE PERMIT QCO CO detector © Service panel �' T Timer TS Thermostat ......... EXIST. REMOVED ...................... M❑ Service meter ® Exhaust fan LINES OVER/UNDER — — Q Junction box NEW CONDITIONED NOTES: NEW FLOOR AREA 90 SF SPACE GFCI where required by code. NEW DECK AREA II SF ELECTRICAL FIXTURE SCHEDULE 0 JUNO 5" IC20LED 30K, 205 BWH (BLACK BAFFLE/WHITE TRIM) W/COMPATIBLE DIMMER Z] OFCI 3❑ 56'-07± EXISTING 7'-0" 16'-0" 16'-0" 12'-0" 5'-0" Michael 7'-6" 1'-6"E ISTING Shoffner NON -CONFORMING HATCHED AREA TO FIEL VERIFY EXISTING BAY ROOF BELOW Arch itect BE RE -CONSTRUCTED LIKE -FOR -LIKE r� INSTALL NEW METAL GUTTERS & DOWNSPOUTS, COLOR -MATCHED, TYPICAL c� o � w 1X6 J, GZ�Q � W J �s ��cti� �� 18609 21 st PI NE u o Shoreline WA ... ...... .. ...... ...... .. ..... ...... .. ...... ...... .. 98155 ..... .. ...... ...... .. ... .. .. .NEW HIP . . 206.527.1281 ..................................... o shoffarcha@aol.com ................................... ..................................... z ...................................... w . ............. ................... . . . .................. . . . ............... y t X....................................... ...................................... .......... �\c�`�C� EXISTING ROOF REMOVE EXISTING ROOFING & - - INSTALL METAL ROOFING, TYPICAL .............................. ..... EXISTING BUILDING z LINE BELOW, TYPICAL Addition &Alterations m��'� - EXISTING PORCH ROOF BELOW. o to ......................... ............... l .............................................. A Lane Residence ��y� 0 72nd Ave. W AW........................................... A8 .. Edmonds, WA gINo-- 98026 Cn z NEW RIDGE . . z ....................... _ w ................. w +� ............. o +� :.:.:.:.:................:.: . . . . . . . . . . . . . . . . . EXISTING ROOFS, - . . . . . o .....................::................. �\Q REMOVE FS ... ........................ .............. TYPICAL R fPl an..................... ....... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o NEW HIP . .. ..... .. .... ................................... .. ..... .. . c� z ... ... ........ .... ..... .......... NEW ROOF STRUCTURE - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ NEW ROOF STRUCTURE ... �Q.:. w .. x....................................... .... ... METAL GUTTERS DOWNSPOUTS, t�� INSTALL NEW � GU S & . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COLOR -MATCHED, o .. ................. ................. ......... ... TYPICAL ......................... . ............ ... ....... .... . ......... ........ w.. . . . . . . . . . .z. . . . . . Drawn: . . . . . . . . . . . . . . . . . . . x Printed:11/30/2023 Revised: . . EW IP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 8/07/2023 Corrections #1 �\Q 11/30/2023 Corrections #2 F NZ . . . . . . . . . . .. . . . . . . . . . 1X6 x` . . . . . . . . . . . . . . . L ��l THIS DOCUMENT REPRESENTS A 1X6 • • ' . • ; • • • • 5/4X 6 o PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON . . . . . . . I . L OTHER PROJECTS, FOR ADDITIONS TO . . . . . . . . THIS PROJECT OR FOR COMPLETION OF ��. . . . . . . . . THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH . . . . MICHAEL SHOFFNER ARCHITECT. NEW -HIP rn 3260 R ISTERED Q ��y. CHITECT - A o 1X6 �+ MISTA Eo WASHIA. ONGTONFFNER u� %z c� =moo EXISTING ROOF BELOW. J Permit Set 7'-0" 4'-11 " 13'-5" 30'-8" 56'-0"± EXISTING OF 14 PROJECT NORTH A5 ROOF PLAN 1/4" 0" LEGEND NEW ROOF STRUCTURE EXISTING CONSTRUCTION REMOVED EXISTING ROOF - REMOVE SHINGLES & INSTALL NEW METAL ROOF MAX. HEIGHT 328.6' (ESTABLISHED BY PERMIT NO.2001-0734) NEW ROOF PEAK INSTALL METAL ROOFING ON NEW ROOF STRUCTURE 12 3� INSTALL'Z" METAL FLASHING, TYPICAL VERIFY & MATCH EXISTING SLOPE 6 1/2 F_ 12 EXISTING PLATE o 0 9 INSTALL NEW 4X4 POST & WRAP - `� EXISTING ROOF BEYOND - REMOVE ---_ E;XIS--IIIDECK SHINGLES & INSTALL METAL ROOFING CD o a N N EXISTING UPPER FLOOR SUBFLOOR 315.5' EXISTING PLATE REMOVE EXISTING WP DECK MEMBRANE & SHEATHING, REPAIR FRAMING AS NECESSARY. VERIFY OR INSTALL 1/4" IN 12" SLOPE MIN. INSTALL SOLID BLOCKING @ 16" O.C. & INSTALL LOCKDRY DECKING 0/FELT STRIPS. EXISTING MAIN FLOOR SUBFLOOR 305.5' AVERAGE GRADE 303.6' NOTE: EXISTING STONE VENEER PLINTH & PRECAST PYRAMID CAP CONSTRUCT NEW @ WEST ELEVATION TO MATCH. EXISTING SLAB 295.5' INSTALL METAL ROOFING ON NEW ROOF STRUCTURE 12 EXISTING PLATE 61/2 EXISTING ROOF - REMOVE SHINGLES & INSTALL METAL ROOFING EXISTING UPPER FLOOR SUBFLOOR 315.5' EXISTING PLATE REMOVE EXISTING 4X4 POST WRAP & INSTALL NEW. REMOVE EXISTING DECKING & REPAIR FRAMING AS NECESSARY. INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) DECKING, 'PICTURE FRAME' INSTALL NEW HANDR IL @ NEW STEPS BEYOND, ; �\ "NOTE -NO 5/4X6 AZEK CAP EXISTING MAIN FLOOR SUBFLOOR 305.5'co EXISTING SLAB 295.5' J EXISTING EXISTING IIA. SOFFIT VENT REMOVE EXISTING 4X4 POST WRAP & INSTALL NEW. REMOVE EXISTIN GUARD & INSTAL, NEW. ALL OPENINGS < INSTALL 5/4X6 A2 CAP PLOWED 1/4 TYPICAL. < 4" TYPICAL 5/4X6 FASC REMOVE EXISTING ROOF STRUCTURE INSTALL NEW CEDAR SHINGLES TO MATCH EXISTING. VERIFY CONDITION OF EXISTING & REPLACE AS NECSSARY EXISTING EXISTING NOTENO AZEK CAP EXISTING : ON NEW STAIR HANDRAIL REMOVE EXISTING CONCRETE STEPS & LANDING, FORM AND POUR NEW PER CODE TO MATCH ON UNDISTURBED OR COMPACTED SOIL. CONCRETE TO BE 3/8" MINUS EXPOSED AGGREGATE. ADD LAMP BLACK AS NECESSARY TO MATCH EXISTING. EAST ELEVATION REMOVE EXISTING ROOF i .................... 12 3� EXISTING I I I I EXISTING BAY 1 I M REMOVE EXISTING GUARD Ag & INSTALL NEW, ALL OPENINGS < 4"EACH WAY, EXISTING INSTALL 1X6AZEK PLANK ENTRY (SQUARE SHOULDER) TOP RAIL PORCH PLOWED 1/4" TYPICAL. aEXISTING - DOWNSPOUT z LOCATION g co I m INSTALL NEW 5/4 FASCIA EXISTING GRADE NORTH ELEVATION 1/4"=10" L- --- Jg 14 9 EXISTING ROOF REMOVE SHINGLES & INSTALL METAL ROOFING, TYPICAL EXISTING EXISTING EXISTING ROOF REMOVE SHINGLES & INSTALL METAL ROOFING. INSTALL SIDEWALL FLASHINGS COLOR MATCHED, TYPICAL. ROOF VENTILATION WEST ROOF ROOF AREA 730 SF / 150 = 4.87 SF / 2 = 2.44 SF (INTAKE & EXHAUST) SOFFIT. AIRVENT' OR EQ., 10 SQ. IN. NFVA /LF X 40 LF = 400 SQ. IN. / 144 = 2.78 S.F. > 2.44 RIDGE: 1 1/2"X 8" SCREENED VENT SLOT @ 24" O.C., 12 SQ. IN. NFVA / LF X 32 SLOTS = 384 SQ. IN. / 144 = 2.67 S.F. > 2.44 EAST ROOF ROOF AREA 190 S.F. / 150 = 1.27 S.F. 12 = .64 S.F. (INTAKE & EXHAUST) SOFFIT: AIRVENT' OR EQ., 10 SQ. IN. NFVA /LFX 38.5 LF = 380 SQ. IN. / 144 = 2.67 S.F. >.64 HIP: 1 1/2"X 8" SCREENED VENT SLOT @ 24" O.C., 12 SQ. IN. NFVA /LFX 28 SLOTS = 336 SQ. IN. / 144 = 2.33 S.F. > .64 1 1/2"X 8" S( """"^ VENT SLOT Cc (EACH 1 REMOVE EXISTING GUARD & INSTALL 1 TYPICAL NEW, ALL OPENINGS < 4" �9 7 INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) CAP PLOWED 1/4", 2 9 0 TYPICAL. k9 REMOVE EXISTING 4X4 POST WRAP JG ENTRY PORCH EXISTING &INSTALL NEW, TYPICAL 1 RIDGE VENT REMOVE EXISTING DECKING & FASCIA, REPAIR FRAMING AS NECESSARY &INSTALL (HIP S I M . ) 5/4X6 AZEK PLANK (SQUARE SHOULDER) DECKING, 'PICTURE FRAME' REMOVE EXISTING FASCIA & -- -- --- INSTALL NEW 5/4X EXISTING/FINISH GRADE EXISTING DOWNSPOUT LOCATION REMOVE EXISTING ROOF STRUCTURE INSTALL METAL ROOFING ON NEW ROOF STRUCTURE 1 ROOF SLOPE BREAK LINE A6 ................................. .................................................. INSTALL NEW GUTTERS & DOWNSPOUTS, COLOR MATCHED TO ROOFING, TYPICAL L EXISTING EXISTING ROOF - REMOVE SHINGLES ` & INSTALL METAL ROOFING. INSTALL EXISTING NEW SIDEWALL FLASHINGS COLOR MATCHED, TYPICAL. REMOVE EXISTING GUARD & INSTALL NEW, ALL OPENINGS < 4" EACH WAY, INSTALL 1X6 AZEK PLANK EXISTING (SQUARE SHOULDER) TOP RAIL PLOWED 1/4" TYPICAL. EXISTING REAR PORCH z M EXISTING 11VJ IHLL IVEW O/4 F/iOUIH EXISTING BEAM EXISTING/FINISH GRADE EXISTING BEAM EXISTING VENTING RIDGE 1P 3" = 1'- 0" Existing Conditions 1. Inventory existing exterior material and finish conditions and repair or replace as necessary to current standards for weatherproof construction. 2. Match existing materials and finishes, unless noted otherwise on drawings or per instructions. 3. Review with architect. MAX. HEIGHT 328.6' (ESTABLISHED BY PERMIT N0.2001-0734) NEW ROOF RIDGE EXTENT OF NEW OVERHANG TO MATCH EXISTING EXISTING DEC EXISTING DOWNSPOUT LOCATION REMOVE EXISTING GUARD & INSTALL NEW, W/ TEMPERED GLAZING, INSTALL 1X6 AZEK PLANK (SQUARE SHOULDER) TOP RAIL K PLOWED 1/4" TYPICAL. REMOVE EXISTING WP DECK MEMBRANE & SHEATHING, REPAIR FRAMING AS NECESSARY. g a VERIFY OR INSTALL 1/4" IN 12" SLOPE MIN. INSTALL M 1- SOLID BLOCKING @ 16" O.C. & INSTALL LOCKDRY DECKING 0/FELT STRIPS. - NEW GUTTER & DOWNSPOUT o 0 LO cV N REMOVE EXISTING BEAM WRAP - & INSTALL NEW CONSTRUCT NEW BOX BEAMS WHERE SHOWN ON PLANS REMOVE EXISTING 6X6 POST WRAP & INSTALL NEW. CONSTRUCT NEW ROCK VENEER PLINTH W/PRECAST PYRAMID CAP, TO MATCH EXISTING, TYPICAL (4) PLACES. _ J o U EXISTING PATIO - iv a REMOVE EXISTING DECKING & REPAIR FRAMING AS NECESSARY. INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) DECKING, 'PICTURE FRAME' AVERAGE GRADE 303.6' SKYLIGHT SCHEDULE cturer/Model/Type/Rough Opening/Glazing EXTERIOR DOOR Area 1 A4 Nana NW Clad 640 Outswing Folding Doors 11'-9 3/4"x 7'-215/16" Triple Glazed LowE, CL, 85.58 2 A4 Nana NW Clad 640 Outswing French Doors 5'-10 13/16" x 7'-2 15/16" Triple Glazed LowE, CL 42.75 3 A4 Marvin Elevate In -swing French Doors 5068 ARG/AIR(90/10) LowE, CL 41.25 Count Total U - Value NFRC-CPD Remarks/Umit W 2 171.16 0.21 NAN-M-23-01369--00002 No grid, 510# 1 42.75 0.21 NAN-M-22-02365-00001 No grid, 250# 1 41.25 0.28 MAR-N-306-00598-00001 No grid Michael Shoffner Arch itect 18609 21st PI NE Shoreline WA 98155 206.527.1281 shoffarch a'aol.com Addition & Alterations to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Exterior Elevations Drawn: Printed: 11/30/2023 Revised: 0 8/07/2023 Corrections #1 .0 11/30/2023 Corrections #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. e326STERED HITECT MICHAEOFFNERSTATE INGTON Permit Set A60F15 NOTES Provide tempered/laminated/safety glass where requied by code or noted on drawings. Openable windows less than 10' above grade to have approved locking device. Marvin door hardware to match existing typical; key to existing system. EXISTING ROOF - REMOVE SHINGLES & INSTALL METAL ROOFING, TYPICAL REMOVE EXISTING ROOF STRUCTURE INSTALL "Z" METAL FLASHING, TYPICAL THIS SECTION OF EXISTING NON -CONFORMING ROOF TO BE REPLACED LIKE -FOR -LIKE 12 61/2 1 INSTALL NEW FRENCH DOORS ------ ---------------- INSTALL 2X4 TRIM TO MATCH EXISTING, TYPICAL REMOVE EXISTING DOORS & SIDELITES, EXISTING REFRAME OPENING & INSTALL - / 7NEW PATIO DOORS. - ----------- REMOVE EXISTING WP DECK MEMBRANE & SHEATHING. REPAIR FRAMING AS NECESSARY. \ \ \ \ VERIFY OR CONSTRUCT 1/4" IN 12" MIN. SLOPE. \ \ INSTALL SOLID BLOCKING @ 16" O.C. & INSTALL \ \ METAL ROOFING PANELS INSTALLED VERTICALLY 21 .14 / O \ DECK / \ EXISTI - ----- \ -------- --------- -------- NEW ROOF STRUCTURE INSTALL NEW CEDAR SHINGLES NEW GUARD NOT TO MATCH EXISTING. - SHOWN FOR CLARITY REMOVE EXISTING BEAM WRAP ------------- GUTTER 8 & INSTALL NEW, TYPICAL 1X BEAM END TRIM, TYPICAL A9 REMOVE EXISTING 6X6 POST WRAP & 9 INSTALL NEW. CONSTRUCT NEW EXISTING EXISTING A9 ROCK VENEER PLINTH W/PRE-CAST PYRAMID CAP TO MATCH EXISTING, (4) PLACES EXI TING 0 REMOVE EXISTING GUARD BEYOND & INSTALL NEW. ALL OPENINGS < 4" EACH WAY, TYPICAL, - TING REAR ORC � — EXISTINI PATIO INSTALL GUTTERS & DOWNSPOUTS, COLOR MATCHED W/ROOFING, TYPICAL REMOVE EXISTING GUARD & INSTALL TYPICAL NEW, ALL OPENINGS < 4" EACH WAY, TEMPERED GLAZING, INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) CAP PLOWED 1/4", TYPICAL. - REMOVE EXISTING WP DECK MEMBRANE & SHEATHING. REPAIR FRAMING AS NECESSARY. VERIFY OR INSTALL 1/4" IN 12" MIN. SLOPE. INSTALL SOLID BLOCKING @ 16" O.C. INSTALL LOCKDRY ALUMINUM DECKING q 0/FELT STRIPS. N EXTENT OF NEW OVERHANG TO MATCH EXISTING REMOVE EXISTING - ROOF STRUCTURE NOTE MODIFY THIS WALL PLATE HEIGHT TO MATCH NORTH WALL SEE SHEET S5 EXISTING r II ��• �: l�il EXISTING REMOVE EXISTING GUARD & INSTALL NEW, ALL OPENINGS < 4" EACH WAY, TEMPERED GLAZING, INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) CAP ,- PLOWED 1/4" TYPICAL MAX. HEIGHT 328.6' TOP OF NEW ROOF NEW CANTILEVERD BEAM @ ROOF ADDITION - SEE SHEET S3 EXISTING PLATE REMOVE EXISTING WP DECK MEMBRANE. ENLARGE DECK PER PLAN o & REPAIR EXISTING FRAMING AS NECESSI VERIFY OR INSTALL 1/4" IN 12" MIN. SLOPE. INSTALL WP WALKING MEMBRANE 0/RECOMMENDED SHEATHING. r, o INSTALL GUTTER N EXISTING UPPER FLOOR SUBFLOOR 315.5' EXISTING PLATE LO EXISTING ROOF - N REMOVE SHINGLES & INSTALL METAL ROOFING, TYPICAL REMOVE FINISHES & REPAIR TO MATCH EXISTING, AS NECESSARY. EXISTING MAIN FLOOR SUBFLOOR 305.5' AVERAGE GRADE 303.6' EXISTING SLAB 295.5' WEST ELEVATION Existing Conditions 1. Inventory existing exterior material and finish conditions and repair or replace as necessary to current standards for weatherproof construction. INSTALL METAL ROOFING ON 2. Match existing materials and finishes, unless noted otherwise on drawings or per instructions. NEW ROOF STRUCTURE EXISTING ROOF - REMOVE SHINGLES 3. Review with architect. REMOVE EXISTING ROOF STRUCTURE & INSTALL NEW METAL ROOFING, EXTEND ROOF PER PLAN TYPICAL ROOF SLOPE BREAK LINE . .............................................................................................. MODIFY EXISTING PLATE HEIGHT REMOVE EXISTING WP DECK MEMBRANE. ENLARGE & REPAIR EXISTING EXISTING FRAMING AS NECESSARY. INSTALL WP WALKING MEMBRANE 0/RECOMMENDED SHEATHING. I INSTALL GUTTER ................. A' REMOVE EXISTING GUARD & INSTALL NEW, ALL OPENINGS < 4" EAPH AY, INSTALL 1X6 AZEK PLANK (SQUARE SHOULDER) CAP PLOWED 1/4" EXISTING EXISTING EXISTING ROOF DECK In NEW GUTTER & DOWNSPOUT -_ — 1X FASCIA RIPPED TO - 5/4X4 EXISTING ROOF - ' \ SLOPE FROM 5/4X REMOVE SHINGLES CONSTRUCT & INSTALL METAL NEW BOX FASCIA RIPPED TO ROOFING, TYPICAL -' BEAMS SLOPE FROM 5/4X REMOVE EXISTING 6X6 POST WRAP & REMOVE EXISTING EXISTING EXISTING INSTALL NEW. CONSTRUCT NEW BEAM WRAP DOWNSPOUT ROCK VENEER PLINTH W/PRE-CAST & INSTALL NEW, ❑ LOCATION PYRAMID CAP TO MATCH EXISTING, TYPICAL (4) PLACES EXISTING GAS LEE SERVICE METER EXISTING PATIO EXISTING INVESTIGATE EXHAUST EXISTING - EXISTING DOWNSPOUT FOR PROPER OPERATION. DOWNSPOUT ELECTRIC LOCATION - REPAIR OR REPLACE LOCATION SERVICE METER SHINGLES TO MATCH EXISTING - REMOVE FINISHES & REPAIR AS NECESSARY. INSTALL NEW FINISHES TO MATCH EXISTING SOUTH ELEVATION 1/4"=1' 0" EXISTING INSTALL SIDEWALL FLASHING, TYP. EXISTING CONSTRUCT NEW BOX BEAM EXISTING DOWNSPOUT LOCATION EXISTING ROOF REMOVED EXISTING WP DECK Q g U a M � IRIPPED TO-R EXISTING BEAM WINEW TRIM METAL ROOFING ON NEW ROOF STRUCTURE MAX. HEIGHT 328.6' EXISTING PLATE - NEW 4X4 POST PER PLAN INSTALL NEW GUARD, ALL OPENINGS < 4" EACH WAY. 7 INSTALL 5/4X6 AZEK PLANK (SQUARE SHOULDER) - CAP PLOWED 1/4", TYPICAL 9 REMOVE EXISTING WP MEMBRANE & SHEATHING. REPAIR FRAMING AS NECESSARY. VERIFY OR INSTALL EXISTING DECK 1/4" IN 12" MIN. SLOPE. INSTALL SOLID P.T. BLOCKING --- & LOCKDRYDECKING 0/FELT STRIPS. / EXISTING UPPER FLOOR SUBFLOOR 315.5' EXISTING PLATE 1X CONSTRUCT BOX BEAM END EXISTING 4X4 POST W/NEW TRIM ON EXISTING ROCK VENEER PLINTH EXISTING MAIN FLOOR SUBFLOOR 305.5' AVERAGE GRADE 303.6' EXISTING SLAB 295.5' LINE OF 5/4, BARGE BOAT NEW BE PER Pi (BEAN 1A 0 BEAM WRAP 3"=10" EXISTING 6X6 POST 1X TRIM PRECAST PYRAMID CAP ROCK VENEER EXISTING PATIO 4 04 1'-6" 1 SQUARE NOTE: AFTER DEMOLITION REVIEW POST CONDITION W/ARCHITECT 0 PROVIDE WEEP HOLES EACH SIDE TYPICAL POST PLINTH 11/2"=1' 0" Michael Shoffner Arch itect 18609 21st PI NE Shoreline WA 98155 206.527.1281 shoffarch a'aol.com Alterations & Additions to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Exterior Elevations Drawn: Printed: 11/30/2023 Revised: • 0 8/07/2023 Corrections #1 ZL 11/30/2023 Corrections #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNERARCHITECT. 3260 R ISTERED CHITECT MICHAEL A. SHOFFNER STATE OF WASHINGTON Permit Set A70FI4 Michael Shoffner Architect REMOVE EXISTING SHINGLES & INSTALL METAL ROOFING, TYPICAL VENTING CAP, TYPICAL NEW ROOF STRUCTURE VERIFYEXISTING , ROOF SLOPE 18609 21st PI NE i REMOVE EXISTING ROOF STRUCTURE ' .. Shoreline WA 12 REMOVE EXISTING ROOF STRUCTURE (BEYOND) \` NEWOVER-FRAMING 98155 61/2 i � NOTE- THISDIMENSION � STING TO MATCOVERI REMOVE EXISTING OVER 206.527.1281 -FRAMING HANG shoffarch'a aol.com ...........................,....... .......................... ..................... .... ....... MAXIMUM HEIGHT 328.6' (ESTABLISHED BY PERMIT NO. 2001-0734) �.................. 1,-6„ 3A NEW ROOF STRUCTURE BEYOND A9 12 EXIS I G TRUSSES STANDING SEAM / �3 r METAL ROOF PANELS - VERIFY OR INSTALL INSTALL VERTICALLY R-49 INSULATION, TYPICAL i NEW ROOF MATCH EXISTING ROOF SLOPE, / i STANDING SEAM METAL ROOFING - _ 313 �' 0/ICE AND WATER SHIELD o Addition & Alterations 12 NEW GIRDER TRUSS 0/ 1/2" CDX PLYWOOD SHEATHING w PER PLAN A9 to 61/2 0/MANUFACTURED TRUSSES @ 24" O.C. Lane Residence EXISTING PLATE WR� 9 EXISTING PLATE 16120 72nd Ave W. ---------------- Edmonds, WA - 5/4 X 8 MOUNTING BOAR ONTINUOUS AN PER PLAN t -- 98026 INSTALL NEW CROWN MOLD 1/2" GWB / CEDAR SHINGLES / TO MATCH MAIN FLOOR @ ALL - LEVEL 4 FINISH, TYP. R-21 + R-12 ci THIS WALL — — - 7" METAL FLASHING, TYPICAL LIVING SPACES THIS FLOOR. SEE SHEET Al ADDITIONAL ENERGY - INSTALL NEW DOOR UNIT REMOVE EXISTING EXTERIOR WALL & DOORS. EFFICIENCY REQUIREMENTS' _- - FRAME NEW 2X4 PARTITION & CASE OPENING. EXISTING W P DECK NEW HALL EXISTING DECK EXISTING ROOF -, NEW EXTERIOR WALL EXISTING DECK CONVERTED WESTERN RED CEDAR SHINGLES "LOCKDRY", OR APPROVED EQUAL, REMOVE EXISTING EXISTING HALL EXIS IN D ORS TO CONDITIONED SPACE (MATCH EXISTING GRADE &EXPOSURE) ALUMINUM DECKING TYPICAL SHINGLES & INSTALL 0/TYVEK 0/ADHESIVE FELT STRIPS NEW GUARD 0/P.T. SOLID BLOCKING @ 16" O.C. METAL ROOFING INSTALL BASE & SHOE TO MATCH 0/ 1/2"CDX PLYWOOD SHEATHING - BETWEEN EXISTING P.T. 2X8 SLOPED JOISTS, STUDS 0/2X6 WOOD STUDS 16" O.C. EXISTING, TYPICAL 0/ X 6 UDSLEVE4 REPAIR AS NECESSARY & VERIFY / I \ GWB FINISH OR INSTALL MINIMUM SLOPE 1/4" IN 12". / \ NEW FLOOR I I 1 2 FINISH FLOORING REVIEW W/ARCHITECT - z � 1 Building Section 0/3/4"T&GPLYWOOD SHEATHING _ Q A9 Q EXISTING GUARD A9 GLUED & SCREWED TO NEW 2X12 JOISTS @ 16" O.C. SISTERED TO EXISTING SLOPED 2X12 JOISTS (REPAIR AS NECESSARY), ` 8 (9 / \ FURRED UP TO EXISTING INTERIOR JOIST HEIGHT. \ A9 A9 EXISTING SUBFLOOR / ` \ I // SUBFLOOR R 21 a +i o I EXISTING BEAM . . . . . . TOT OF EXISTING BEAM \ BEAM NEW BEAM WRAP EXIST NG HEADER INSTALL NEW CROWN MOLD �� - - - - - - - NEW 3/4' NTI COVE, 1X \ \ EXISTING BEAM TO MATCH FAMILY ROOM, TYPICAL ALL LIVING SPACES REMOVE EXISTING DECK DRAIN - EXISTING SLOPED EXISTING BEAM EXISTING HEADER \ 2X12 JOISTS @ 16" O.C. - UNDERFRAME / - SOFFIT FLAT i \ EXIS BEAM Drawn: Printed: 11/30/2023 CONTINUOUS, THIS FLOOR. SEE SHEET S2 CONTINUOUS a i Revised: TYPICAL ` LINEAR VENT 8/07/2023 Corrections #1 EXISTING OR INSTALL ` EXISTING DOOR REMOVE EXISTING CROWN MOLD NEW 1X FASCIA 11/30/2023 Corrections #2 MATCHING _X6 T&G & COFFERS & INSTALL NEW TO MATCH. - SHIMMED OUT 1/2" 9 V GROOVE SOFFIT NEW BOX BEAMS - / Q Q TYPICAL EXISTING 4X4 POST W/NEW 3/4'X3/4" COVE , `v 2X4 CORNER r WRAP CONTINUOUS, TYPICAL BOARDS BEYOND EXISTING NEW _X6 T&G 5/4X6 AZEK PLANK -, V-GROOVE SOFFIT THIS DOCUMENT REPRESENTS A (SQUARESHOULDER)ENTRY PORCH EXISTING ENTRY EXISTIN VESTIB E EXISTING FAMILY ROOM EXISTING PATIO PROPRIETARYDSHALL YTB PLOWED 1/4" ARCHITECT AND SHALL NOT BE USED ON FOR TOP RAIL, / � \ OTHER PROJECTS, FOR ADDITIONS TO TYPICAL i REMOVE EXISTING GUARE REMOVE EXISTING 6X6 POST WRAP THIS PROJECT OR FOR COMPLETION OF / & INSTALL TYPICAL NEW &INSTALL NEW. CONSTRUCT NEW THIS PROJECT BY OTHERS EXCEPT BY IGUARD, ALL OPENINGS ROCK VENEER PLINTH W/PRECAST PRIOR ARRANGEMENT IN WRITING WITH - <4" p PYRAMID CAP, TYPICAL (4) PLACES. MICHAEL SHOFFNER ARCHITECT. A9 I I REMOVE EXISTING 13 MATCH EXISTING PLINTH DETAILS &MATERIALS. I� I DECKING &INSTALL . NOTE: HOLD WRAP 1/8" CLEAR OF CAP, M 5 4X6 AZEK PLANK DO NOT CAULK GAP. � � (SQUARE SHOULDER) /`-� 3260 R ISTERED 'PICTURE FRAME; i SPACING TBD, TYP/ EXISTING CONCRETE _ CHITECT EXISTING SUBFLOOR I 3/4" REVEAL, MI HAEL A. SHOFFNER TYPICAL � STATE OF WASHINGTON EXISTING GRADE � `� BLOCK SOLID UNDE4 , _ . `. EACH POST EXISTING CRAWL SPACE x x EXISTING FRAMING DECK PLATE, TYPICAL AVERAGE GRADE 303.6' \ EXISTING FRAMING NEW FASCIA CUT FROM 5/4 Permit Jet - - .-, - 18"MIN. -VERIFY BEARING SOIL REMOVE EXISTING CONCRETE STEPS & LANDING & POUR NEW PER PLAN. AA SECTION 1/2"= 1'-0" OF 14 NOTE: INSULATE ALL EXPOSED EXISTING EXTERIOR 2X6 WALL CAVITIES TO R-21. NOTE: IF EXISTING FRAMING OR FOUNDATION NOT AS ASSUMED CAULK, SEAL, WEATHERSTRIP OR GASKET ALL EXTERIOR OPENINGS & SEAL ALL EXTERIOR FRAMING JUNCTIONS PROVIDECONTINUOUS AIR BARRIER TO PREVENT AIR MOVEMENT THROUGH EXTERIOR WALLS, FLOOR AND NOTI FY ARCHI TECT OR ENGINEER OF RECORD BEFORE PROCEEDING W/ WORK SHINGLE SIDING 1 1/2"X 8" SCREENED SLOT, OR EQUAL, EACH JOIST BAY NOTE: PAINT FRAMING ABOVE LINEAR VENTS FLAT BLACK, TYPICAL 1'-6" CANTILEVER VENT HOLES INSTALL NEW WP WALKING MENBRANE BLOCK DECKING SOLID INSTALL NEW 4X4 POST CENTERED ON EXISTING Michael METAL VENT CAP, OVERLAP ENDS 3" 0/RECOMMENDED UNDER EACH POST --- POST W/DIRECT BEARING EVERY BAY SHEATHING. DECK PLATE --� CENTER LOCKDRY PLANK S h off n e r & PLACE CAULK BEAD UNDER LAP 24 GA STOCK STANDING SEAM DEAD AIR SPACEESS ALLOW SLOPE 1/4" IN 12" MIN. ON POST - DO NOT INTERRUPT Architect NEOPRENE CLOSURE, TYPICAL �� COLOR MATCHED RIVET EVERY OTHER RIB � 18" GABLE FLASHING METAL PANEL ICE & WATER SHIELD 2 2 EXISTING FRAMING, -DRAINAGE CHANNEL FELT / BLOCKING 16" O.C. 24 GA STOCK STANDING SEAM METAL PANEL, @ SHEATHING VERIFY 2 2 z @ WAFERHEAD SCREW @ 5'-0" O.C., -, 24 GA STOCK TYPICAL ICE & WATER SHIELD STANDING SEAM METAL PANEL, TYPICAL ICE & WATER SHIELD COLOR MATCHED Ill WOOD FAST SCREW - @ 2'-0" O.C.,TYPICAL 5/4X6 '' 1 Z N F_ INSTALL R-38 EXISTING FRAMING, TYPICAL EXISTING SHEATHING EXISTING SHEATHING INSTALL � � -INSULATION 5/4X6VERIFY CAULK BEAD, TYPICAL - EXISTING FRAMING - BLOCKING - STANDING SEAM EACH BAY 18609 21 st PI N E STOCK METAL EAVE FLASHING, / METAL PANEL / EXISTINGBEAM- VERIFY TYPICAL _TYVEK 1X X/ Shoreline WA SHEATHING SISTER NEW JOISTS -' 1X01 98155 r / TO EXISTING. CONTINUOUS 5/4X4 C LINEAR VENT _ - M ANUFACTURED TRUSSES PICTURE FRAME W/3/4'X3/4"TRIM, TYPICAL 206.527.1281 sho arch aol.com _X6T&G - V-GROOVE- 3A ROOF RAKE 4 DETAIL a@ DECK CANTI LEVER 5 DETAIL a� NEW DECK POST EXISTING 1X6 EXISTING MATCH EXISTING - " 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = V-0" 2�� 3„ 24 GA METAL GUTTER -' 5„ BEAM 3/4'X3/4" COVE ALL SIDES, 18", TYPICAL OVERHANG VERIFY 13"±VERIFY FASCIA STYLE & 2" Q DOWNSPOUTS - COLOR MATCHED FASCIA RIPPED FROM 1X12, \ TYPICAL TYPICAL 5/4X10 FASCIA / MANUFACTURED - - , VERTICAL TRUSSES STANDING SEAM METAL PANEL METAL RIDGE CAP COLOR -MATCHED RIVET - -� EVERY OTHER RIB 1/4" REVEAL, @ WALL, BEYOND - 1X, TYPICAL ti SOFFIT FRAMING - - TYPICAL 514XIO FASCIA, TYPICAL -'' v 24 GA STANDING SEAM i 1X, TYPICAL X <R-49 METAL PANEL Q Addition & Alterations SHINGLE SIDING - " ICE &WATER - SHIELD to SHEATHING N Lane Residence EXISTING BEAM - SEE SHEET S2 EXISTING PLATE 1X EXISTING CORNER VERIFY OR INSTALL 7" METAL FLASHING 3/4"COVE CONTINUOUS 16120 72 nd Ave W. BOARDS BEYOND SHOWN FOR ILLUSTRATION EXISTING 2X4 TRIM, / TYPICAL CROWN MOLD TO -- _----- 3/4'X 6 T&G V-GROOVE MATCH EXISTING BEAM PER PLAN 3/4'X3/4" TRIM - PICTURE FRAME R-12 CONTINUOUS "_ STOCK LINEAR VENT / / 3/4'X6V-GROOVE LINE OF VERTICAL 3/4" COVE CONTINUOUS METAL PANELS - FOR REFERENCE 3/4"X 31/2" TRIM (7) PLACES Edmonds WA 98026 EXISTING INSULATION 5/4 X 8 MOUNTING BOARD / / LINE OF BARGE BOARD EQUAL SPACED DOOR FRAME R-10INSULATION "_" CEDAR SHINGLES FOR REFERENCE 1 DETAIL @ EXISTING 2 DETAIL EXISTING 3/4' PAINT GRADE CASING, 7" METAL DRIP FLASHING _ PROFILE TO MATCH EXISTING, M COLOR MATCHED TYPICAL o - 11/2"X31/2"TYPICAL TRIM / CORNER BOARDS BEYOND � �� 5/4X6,TYPICAL 6 DETAIL @ SOFFIT 1 1/2" = 1' 0" 3/4'X PAINT GRADE LINER � FOLDING DOOR UNIT I ENTRY PORCH BEAM 11/2"=1'-0" ENTRY PORCH WALL ------------------------------------------------- _---------------- 5/4X6 AZEK PLANK (SQUARE SHOULDER) CAP ------------ 3 B DETAIL a@ SOFFIT, TYPICAL 1 1/2" = 1'-0" PLOWED 1/4" FOR RAIL, TYPICAL STOCK RAIL SYSTEM, POST ----------------------------------------------- AS RECOMMENDED---- SPACING, - Details Is 4 NEW BUILT-UP BASE - TO MATCH EXISTING, - 2X4 TRIM BEYOND, TYPICAL WOOD NOSING INSTALL RAIL POST CENTERED w - Q TEMPERED GLAZING (STOCK 3/4" SQUARE PICKETS WHERE SHOWN, ALL OPENINGS < 4" EACH WAY) - _ , CENTERED NOTE: TSIDE FACE OF EXISTING CORNER BOARD TYPICAL - WEEP HOLES AS REQUIRED IN LOCKDRY PLANK. DO NOT � INSTALL RAIL POST \ 4 FOR DOOR UNIT THRESHOLD INTERRUPT DRAINAGE CHANNEL. IN LOCKDRY PLANK. DO NOT INTERRUPT DRAINAGE CHANNEL. -BLOCK DECKING SOLID UNDER EACH POST DECK PLATE, TYPICAL BEYOND, TYPICAL - VERIFY 1X4 DRAINAGE BLOCK DECKING SOLID � 7 4X4 POST - 1X WOOD NOSING ------------------ _ HARDWOOD TO MATCH EXISTING TRIM SHEATHING LOCKDRY DECKING UNDER EACH POST FELT, TYPICAL DECK PLATE, TYPICAL SOLID BLOCKING ' @ 16" O.C., TYPICAL "' �9TYPICAL __ -- - LOCKDRY DECKING ---- _ FELT __ LOCKDRY STOCK SOLID BLOCKING EDGE TRIM @ 16" O.C. 1 1/2"X 1 1/2" STOCK EDGE TRIM EXISTING SUBFLOOR 1 1/2" = 1' 0" FLOOR JOISTS PER PLAN — ♦ SISTER NEW JOIST Drawn: � FASCIA RIPPED Printed: 11/30/2023 Revised: 5/4X6 AZEK PLANK (SQUARE SHOULDER) METAL PAN IN SEALANT VYCOR PLUS, TYPICAL R 21 LINEAR VENT EACH COFFER - @ REMOVE EXISTING GUTTER &INSTALL 5/4X6 TO SLOPE -____ FROM 5/4X8 8/07/2023 Corrections #1 •� 11/30/2023 Corrections #2 CAP, PLOW 1/4"FOR RAIL - -- --- ----- -------------------------------- FRAME W1 314'X314 TRIM, NEWPICTURE RAIN LEADER _ -' ,TYPICAL � 5/4X6 WHERE SHOWN STOCK METAL RAILING SYSTEM, _ X6 T&G V-GROOVE 1X6 TRIM WHERE SHOWN ALL OPENINGS < 4"0 EACH WAY _____ 1X6 TRIM WHERE SHOWN _ - -- ON ELEVATIONS G WB � 3/4"COVE, CONTINUOUS - - -- ON ELEVATIONS � - - � 1X --------------- 1X 1/4" REVEAL, TYPICAL THIS DOCUMENT REPRESENTS A 3/4" SQUARE PICKETS, TYPICAL ----- TYVEK, TYPICAL �1X @BEAM END, 1/ REVEAL, TYPICAL PROPRIETARY DESIGN BY THE _ RIP FROM 5/4X1O, RUN LONG 1/4"REVEAL , _ TYPICAL -TYPICAL - - - - - - � 1X BEYOND @BEAM END, ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO REMOVE &RECONSTRUCT TO CORNER BOARDS @ENDS - - � � - - - - - - _ WRAPPED - - - - TYPICAL THIS PROJECT OR FOR COMPLETION OF COFFER BOX BEAMS. CROWN MOLD SHOWN FOR ILLUSTRATION ONLY -- - - - - DRIP FLASHING, TYPICAL � NEW TRIM AS REQUIRED EXISTING EXISTING _ POST BEYOUND � BEAM 1X, TYPICAL,, l 1 1/2" `� NOTE: TRIM BEAM END AS REQUIRED TO ALLOW THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT.FOR X6 T&G V GROOVE 1X TRIM, TYPICAL MATCH EXISTING PROFILE HEADER PER PLAN - MATCH EXISTING EXISTNG ENTRY DOOR FRAME 10 BEAM BOTTOM END TRIM OF BEAM 3/4" COVE NT I NUOUS, CONTINUOUS, z NEW CASING AS - 9 DETAIL aC� T BEAM 1 1/2"= 1'-0" 3260 R ISTERED CH IECT � M" MATCH EXISTING 1 1/2" = 1' 0 EXISTING 2X4 CORNER BOARDS BEYOND, SHOWN FOR REFERENCE 8 DETAIL aC� C O F F E R/ MICHAEL A. SHOFFNER STATE OF WASHINGTON 11 DETAIL BOX BEAM EXISTING 12", TYP. 3/4" a� 1 1/2" = 1' 0" 5/4X6 AZEK PLANK (SQUARE SHOULDERO DECKING, 'PICTURE FRAME" THRESHOLD \ TOOL EDGES, TYPICAL 24 GA STANDING SEAM METAL PANEL 3/4", TYP. INSTALL NEW FLASHING - \ l ICE &WATER SHIELD MANUFACTURED TRUSSES PER PLAN 1X10 FASCIA ALL SIDES IF NEEDED `� a x NOTE: CONCRETE FINISH TO SHEATHING WAFERHEAD SCREW Permit Set MATCH EXISTING 3/8 MINUS EXPOSED AGGREGATE. ADD @ 5'-0" O.C. BIRD BLOCKING CONCRETE STEPS BEYOUND N z g LAMP BLACK AS NECESSARY. • ASPHALT EXPANSION JOINT / CAULK BEAD #4 @ 12"EACH WAY, TYP. STOCK METAL EAVE FLASHING, COLOR MATCHED EXISTING PLATE CONCRETE -� �� EXISTING 24 GA METAL FASCIA STYLE LANDING \ GRADE GUTTER & 2" 0 DOWNSPOUT, OF COLOR MATCHED 15 SOLID BLOCKING EXISTING EXISTING FRAMING FRAMING N z M g � l 1X6 T&G V-GROOVE @ RAIL POST, G % 2" 0, TYPICAL � 3/4" COVE ALL TYPICAL � � SIDES, TYPICAL EXISTING ------ FOUNDATION 1X6 1X10 FASCIA EXISTING BEAM .� i 6 SHIM OUT 3/4", a r) TYPICAL 6 - SHINGLES BEYOND - 1X6 SHIM OUT W/ 1X, TYPICAL \- CORNER BOARDS BEYOND 12 DETAIL a@ EXISTING 13 DETAIL a@ EXISTING 14 CONCRETE STEPS UNDISTURBED OR COMPACTED SOIL ��15 6X6 1X 1X, TYPICAL 16 DETAIL NEW POST TRIM � A M ROOF BEAM 1 1/2" = 1'-0" 1112"=1'0" 1 1/2" _ ENTRY PORCH RAIL 11/2"=1'-0" ENTRY PORCH WALL 11/2"=1'-01, 56'-0"EXISTING, VERIFY PROJECT NORTH FOUNDATION PLAN & MAIN FLOOR FRAMING PLAN 114" = I' 0" NOTE: IF EXISTING FRAMING OR FOUNDATION NOT AS ASSUMED NOTIFYARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING W/ WORK. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS PER 2018 IBC SECTION 1705.6 TYPE CONTINUOUS SPECIAL PERIODIC SPECIAL INSPECTION INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X CAPACITY 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL — X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS — X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION X OF COMPACTED FILL 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY _ X Michael Shoffner Architect 18609 21st PI NE Shoreline WA 98155 206.527.1281 shoffarch@aol.com Addition & Alterations to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Foundation Plan & Main Floor Framing Plan Drawn: Printed., 9/25/2023 Revised: 8/07/2023 Corrections #1 8 9/25/2023 Corrections #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. 3260 R ISTERED CHITECT MICHAEL A. SHOFFNER STATE OF WASHINGTON Permit Set S 1 OF 15 56W' 7'-0" 16'-0" 16'-0" 12'-0" 5'-0" Michael Shoffner Architect EXISTING S (2)STUD POST, ALIGN W/ REAR PORCH z co18609 21st PI NE HEADER SUPPORT POST ABOVE W EXISTING Shoreline WA DINING ROOM z N EXISTING DECKS TYP. -F, '_ 98155 EXISTING w EXISTING DECKS SHALL BE REPAIRED OR REPLACED LIKE -FOR -LIKE, UNLESS NOTED OTHERWISEPANTRY 206.527.1 281 (3.25) W1 EXIST shoffarch@aol.com HDSW2 U5 EACH END EXISTING[TO ISTSG KITCHEN REMAIN NEW HEADER (3) 13/4"X 11 7/8"LVL WINDOW HEADER o _oFri EXISTING WP ROOF DECK �2 z REMOVE EXISTING ROOF DECK WP w EXISTING MEMBRANE & SHEATHING, REPAIR EXISTING (2) STUD POST, ALIGN W/ BAR \ / SLOPED 2X12 JOISTS AS NECESSARY. HEADER SUPPORT POST ABOVE SISTER NEW 2X TO HEIGHT OF z EXISTING FLOOR FRAMING, INSTALL SOLID 2X BLOCKING @ MIDSPAN SW2 (2.5) W/ MIN. (3) 2X6 STUD POST \ \ / '- x & NEW SHEATHING. HDU5 EACH END Addition &Alterations REMOVE EXISTING DECK DRAIN. POSTABOVE EXISTING to EXISTING 5 1/2 x 161/2 GLB \y ENTRY o EXISTING HEADER EXISTING / \ Lane Residence TO REMAIN g PORCH _ EXISTING ; JOISTS 16120 72nd Ave. W (2) STUD POST, ALIGN W/ HEADER SUPPORT POST ABOVE JOISTS TO REMAIN Edmonds WA x TO REMAIN � EXISTING STING � EXISTING � , z x o VESTIBULE z FOYER z 98026 co w z EXISTING BEAMS CD00 z (2) 2X6 STUD POST "' (OPEN ABOVE) / \ CIO w SW2 (2.5) W/ x TO REMAIN w z w (2) 2X6 STUD POST HDU5 EACH END CIO ALIGN W/POST ABOVE / \ EXISTING WP DECK REMOVE EXISTING DECK WP MEMBRANE EXISTING 51/2 x 16 1/2 GLB & SHEATHING & REPAIR EXISTING Upper Floor & 2X8 SLOPED FRAMING AS NECESSARY. INSTALL 2X SOLID BLOCKING @ 16" O.C. o EXISTING POST ABOVE z W Deck Framing Plans _ & LOCKDRY DECKING JOISTS (n TO REMAIN _ J "u EXISTING JOISTS 11 7/8" TJI 150 @ 16" O.C., TYPICAL EXISTING z ROOM NOTE - � 1/4LINP12" C7LIVING X "' m TIN G ;BAH CONTRACTOR TO VERIFY THAT PARTIAL HEIGHT �� CD QD CONCRETE STEM WALLS EXIST AT THE SHEAR NEW HEADER _ EXISTING x WALLS OF THE WEST WALL OF THE GROUND FLOOR. CONTACT THE ENGINEER OF RECORD IF NO PARTIAL (3) 1314 "X 11 7/8"LVL FAMILY ROOM O CIO W HEIGHT WALL IS PRESENT OR IF EXISTING HOLD DOWN WINDOW HEADER z HARDWARE INTERFERES WITH INSTALLATION OF v~, NEW HOLD DOWNS. w EXISTING 6X6 POST, TYPICAL MIN. 4X6 DF POT Drawn: ALIGN W/POST ABO Printed: 9/25/2023 Revised: 8/07/2023 Corrections #1 8 9/25/2023 Corrections #2 0 P X REMOVE DECK WP MEMBRANE & SHEATHING, M REPAIR FRAMING AS NECESSARY, IRE INSTALL 2X SOLID BLOCKING @ 16" O.C. Cn & LOCKDRY DECKING 4X4 DF POST, ALIGN w W/ POSTS ABO E THIS DOCUMENT REPRESENTS A G EXISTg SLOPE EXISTING "' PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON JOISTS o � L4 OTHER PROJECTS, FOR ADDITIONS TO r, w TO REMAIN � OFFICE x x THIS PROJECT OR FOR COMPLETION OF SW2 (2.5) W/ X I ST I N z THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH HDU5 EACH END U N D R x w MICHAEL SHOFFNER ARCHITECT. EXISTING 5 1/2X12 GLB EXISTING 6X10 CO ITECT N L e326TERED FFNERGTON REMOVE WP MEMBRANE & SHEATHING 1'-6" X-0" MIN. Permit et @ ROOF DECK & REPAIR FRAMING AS NECESSARY, C NTILE R BACKSPAN SISTER NEW 2X6 JOISTS @ 16" O.C. TO EXISTING, ` INSTALL NEW SHEATHING & WP WALKING MEMBRANE. 0' X-10" X-10112" 1'-11/2"± T-0" 4'-11 " 11'-1 " 2'-4" 14'-6" 1 � g" 9'-8" 5' 0" S20FX 56'-0" PROJECT NORTH UPPER FLOOR FRAMING & MAIN FLOOR WALL LEGEND PLAN NOTE: IF EXISTING FRAMING OR FOUNDATION NOT AS ASSUMED SHEAR WALLS 1/4"=1'-0" NOTIFY ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING W/ WORK. 56'-0"± EXISTING 7'-0" 16'-0" 16'-0" 12'-0" 5'-O" Michael V-6" EXISTING ho ner FIEL VERIFY Arch itect THIS HATCHED ROOF AREA TO (2) 2X8 HF #2 HEADER BE REPLACED LIKE -FOR -LIKE C� T I 18609 21st PI NE Shoreline WA 98155 . . NEW HIP. . . . . . . . . . . . . . ... ............................. . 206.527.1281 2 2X6 STUD POST TYP. _ . . . . . . (UNLESS NOTED OTHERWISE) EXISTING GIRDER \, Shoffarch@aol.com TRUSS TO (2) STUD POST @ SUPPORTS -_"" ....... w -REMAIN c� OF NEW WINDOW HEADERS . _, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z 1 IN THIS WALL, TYP. OF (4) ' ' ' ' • • • • • • • NEW MANUFACTURED TRUSSES ' ' ' ' • • • z � - .. ..........•..@24`'O.C. ....... - . x - w 4X8 DF #2 HEADER ...................... < LL' ... ............... ........... 2X4 CANTILEVER OUTRIGGERS -_ MIN. (3) 2X6 @ 24" O.C., HUNG FROM • ' • • . . STUD POST • FIRST INTERIOR TRUSS W/A34 • • . . . . . • • • • EXISTING 51/2"X 9... ' . . . . . . . . . GLB TO REMAIN . • MIN: (2).2xs . Q Addition & Alterations . . . . . . . . . . . . . STUD .POST. ..... . . . . . . .. . . . -- _ . . . . . t0 --- . . . Lane Residence SW2 (2.5) W/(2) CS16 STRAPS -------- . . . . .... .. @ POSTS EACH END, EXISTING ' • ' ' ' . . . . ' ' ' ' ' . ' ' . �� T� 16120 72nd Ave. W MST48 STRAPS ARE OK . G' z .. ......... ............ .. . . . �� Edmonds, WA zz c/) W ............. .... . . .: . . . . . . . . w w +� NEW RIDGE 0 0 4X8 DF #2 HEADER . . . . . . . . . . . . EXISTING 51/2".X 9" . . . . . . . . z - Q�l .:.:.. :.................. . GLB. TO.REMAIN.W1(2, 2X6. . . . . . • • • . . . STUD POST EACH END -MIN. EXISTING MANUFACTURED RED �y co w . . TRUSSES TO REMAINCno ..................•. ....... .. ..... ................. . . . ........ - Roof Framing Plan & ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW HIP p er oor a an SW2 (2.5) W/(2) CS16 STRAPS @ POSTS EACH END, EXISTING MST48 STRAPS ARE OK . . . . . . . . . . . . . . . . NEWMANUFACTURED . . . . . . . . . . . . . . . GIRDER TRUSS TO SUPPORT . . . . EXI . STING ROOF Lu REMOVED -EXISTING HEADER TO REMAIN . . . . . EXISTING TRUSSES, PROVIDE ALIGN W/EDGE OF OPENING BELOW BEARING @ EXISTING • ' ' . z OVERFRAME HATCHED AREA z . . . . . . . MID SPAN BEAMS � . E v w . . . . STRUCOTURAOL NOTES w - . . . . . . . :.. o.. 4X8 DF #2 HEADER . . . . . . . . . .. J4. J. .............. .. . . . . _ GIRDER TRUSS co .......................................: ............ ...... \�\Q. `1 �, . . ? :. R . . EXISTING ROOFS _ �� . ' ' NEW MANUFACTURED TRUSSES REMOVED, TYPICAL @ 244 O.C. . . . . . . .SI. . . H. . .88. .HANGER. . . . . �� .S4.. . . 51/4" X 91/4" PSL OVER HATCHED Printed 9/ 25/2023 . . . . . . FLUSH BEAM W/ 4X6 DF AREA PER NOTE "OF" IN . . . . . . . . . . . Revised: NEW HIP. POST EACH END . . THE STRUCTURAL NOTES . . . . Q 8/07/2023 Corrections #1 - EXISTING C1� 9/25/2023 Corrections #2 :11� - �. 1\Q GIRDER FfJ, . . . . . . . . . . . . . . . . . � . \�� TRUSS TO G N �S REMAINCn NIlly SW2 (2.5) W/(2) CS16 STRAPS LSSR41 OZ TO �- @ POST EACH END, EXISTING MST48 STRAPS ARE OK . . . . . . . . . . . + EXISTING GIRDERTRUSS 4X10 DF # 2 DROP BEAM THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE o ARCHITECT AND SHALL NOT BE USED ON 4X8 DF #2 OTHER PROJECTS, FOR ADDITIONS TO HEADER EXI TING TRUSSES TO REMAIN THIS PROJECT BYOOR OTHEROS EXCE MPLET0 BOF �, P.T.4X10DF# . . . PRIOR ARRANGEMENT IN WRITING WITH (2) 2X8 HF #2 HEADER '� HIP BEAM MICHAEL SHOFFNERARCHITECT. 2X4 HF # 2 @ 24" 0. C. - � NEW HIP MODIFY THIS WALL PLATE HEIGHT . . . . 3260 R ISTERED TO MATCH EXISTING NORTH WALL CHITECT 4X4 DF # 1 POST . . . • • W/CONNECTION LO ;�; 4X10 DF # 2 CANTILEVER -4', PER DETAIL R10 0 MICHAEL A. SHOFFNER BACKSPAN -10' �� 4X10 DF # 2 STATE OF WASHINGTON `- DROP BEAM (2) STUD POST, TYP. 2X4 RAFTER TAILS @ 24" O.C. ROOF ADDITION Permit Set 7'-0" 4'-11 " 11-1 " 2'-4" 14'-6" 1 g" 9'-8" 5' O" 56'-07± EXISTING OF 15 PROJECT NORTH \ LEGEND ROOF FRAMING PLAN & UPPER FLOOR WALL PLAN )114"=10" SHEAR WALLS NOTE: IF EXISTING FRAMING OR FOUNDATION NOT AS ASSUMED NOTIFYARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING W/ WORK. a Roof framing, flat or sloped per plan in ly A35 per shear wall schedule Diaphragm edge nailing per diaphragm schedule Diaphragm sheathing per diaphragm schedule Where joists are parallel to wall, 1iI provide 1 bay of solid wood blocking @ 4'0" o.c. attached with A35 both ends Joists perpendicular to wall, where applicable Anchor bolt per shear wall schedule. Washer edge must be within 1/2,of sheathing for SW3 and greater Anchor bolt per shear wall schedule. Washer edge must be within 112" of sheathing for SW3 and greater At roof framing, roof vent block per vent block typical detail Edge nailing per /- shear wall schedule Plate nailing per shear wall schedule Rim joist, provide hangers to match joist r size where rim joist is used as a header // \. Edge nailing per % shear wall schedule A35 per shear wall schedule v \ Shear wall sheathing per shear wall schedule Edge nailing per shear wall schedule Concrete foundation 2" clear, - - minimum Edge nailing per shear wall schedule A35 per shear wall schedule. Okay to notch rim joist around anchor bolts as needed I► A'� � Concrete foundation - � 2" clear, minimum Alternate Condition W1 Exterior Shear Wall Typical Framino_Detail Scale: 1 "= 1' -0" 1 1 11 � hanger C7�IJUI ly IUUf trusses to remain Existing__Roof Truss to Girder Truss Scale: 1-1/2" = 1'-0" Wood framed wall per framing plan Floor framing Provide vertically oriente LVL compression blocking for full width and depth of post Wood post per plan H 1 Stra p Down Detail Hold down per plan, refer to current simpson catalogue for connection requirements '" clear Shear wall ninimum anchor bolt Hold down bolt as close as possible to center of concrete concrete wall Retrofit HDU Typical Detail Sheathing per shear wall schedule Vertical strap hold down per plan Strap end length, nailing per structural notes Scale: 3/4' L 1' 0" Studs @ 16" i o.c. max End stud min. double stud Hold down bolt Concrete foundation Bottom plate Shear wall sheathing with edae nailina (4) 2x6 stud post with 1 /4"x3" SDS screws @ 6" o.c. to tie posts together as shown Edge nailing into stud post Strap hold down per plan Strap Hold Down Configuration Bottom plate Shear wall sheathing with edge nailina (4) 2x6 stud post with 1 /4"x3" SDS screws @ 6" o.c. to tie posts together as shown HDU hold down w/ 5/8" anchor bolt Edge nailing o into stud post Strap hold down per plan HDU Configuration Corner Hold Down Detail Michael Shoffner Architect 18609 21 st PI NE Shoreline WA 98155 206.527.1281 shoffarch@aol.com Alterations & Additions to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Structural Details Drawn: Printed: 0212512023 Revised: zL 8/25/2023 Corrections #1 2 11/30/2023 Corrections #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECTAND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. 3160 R ISTERED 1 1 CHITECT MICHAEL A. SHOFFNER STATE Of WASHINGTON Permit Set S40F 14 S. APo ��s �� of wASy, 2a434 �a cc �TUNAL SS/ONA�_ ��, Scale: 3/4" = 1'-0" Scale: 1-1/2" = 1'-0" Structural Notes: ADDlicable Codes and Standards: 2018 International Building Code (IBC) and other applicable local building codes. ASCE/SEI 7-16 - "Minimum Design Loads for Buildings and Other Structures" 2018 NDS for wood structures. American Wood Preservers Bureau - AWPB Standards for Pressure Treated Material. American Concrete Institute - ACI 315, ACI 318, ACI 301, ACI 307. American Institute of Steel Construction - "Specification for the Design, Fabrication, and Erection of Structural Steel." American Welding Society - AWS Structural Welding Code. Structural design shall be in accordance with the latest edition of above codes and standards. Contractor shall comply with the latest edition of all applicable codes and standards. Special Inspections: Special Inspections are required for: Epoxy Grouted Anchor Bolt Installation Design Loads: Live load: roof 25 psf (snow) floors 40 psf (60 psf decks) Dead load: solar panels 4 psf Wind load: Basic wind speed 110 mph, exposure B, KzT=1.53 Building Category: Enclosed, Wind Important Factor Iw = 1.0 Refer to calculation page L I for design wind forces. Internal pressure 5 psf, Components and cladding design per 1609.6.4.4.1 Seismic loading per IBC Section 1613, Site Class D. The basic structural type is a bearing wall system with light framed walls with shear panels. Rw = 6.5 (wood structural panels), soil type D. Seismic importance factor 1.0, Seismic Use Group I Design and Analysis by Simplified Design Procedure Peak Ground Accelerations (PGA) based on USGS Hazards Program, by lat/long. PGA 1 sec = .453 PGA .2 sec = 1.306 Seismic base shear = 0.134 * Dead Load Foundations: Soil parameters (assumed): Vertical allowable soil pressure: 1,500 psf All soil conditions are to be field verified during construction. Footings shall bear on firm natural soils or on structural fill placed over firm natural soils, and inspected in place. Footings shall extend 18 inches minimum below adjacent exterior finished grade and shall extend 12 inches minimum below existing interior grade unless otherwise noted on plans. Structural fill shall be placed in 12-inch maximum horizontal lifts (loose thickness) and compacted to 90 percent of maximum dry density in accordance with ASTM D-1557. Imported structural fill shall be granular material containing no more than 5 percent fines, passing no. 200 sieve. Structural fill in place shall be tested by a licensed soil engineer or approved by the building inspector. Drainage behind the concrete walls shall be provided conforming to the construction details. Cast in Place Concrete: Concrete shall attain a minimum compressive strength of 2,500 psi at 28 days (5J/2 sack mix). An alternate mix provided by the concrete supplier and pre -approved by the building department is acceptable. Reinforcing steel shall conform to ASTM A-615, Grade 60 (Fy=60,000 psi) for all bars. Provide all wall and footing horizontal bars with 2'-0" x 2'-0" corner bars of the same size at all corners and wall intersections. Minimum lap splice 48 bar diameters. Concrete protection for reinforcement shall be: Concrete exposed to earth or weather Concrete cast against earth Slabs Structural steel: 1.5" (#5 & smaller) 2" (#6 & larger) 3" 0.75" Plates, ASTM A36, Fy=36 ksi. Shapes, ASTM A992, Fy=50 ksi. Bolts: Anchor bolts shall conform to F1554. All other bolts shall conform to ASTM A307. Minimum anchor bolt size and spacing shall be '/z" diameter bolts @ 6' o.c. Shear wall anchor bolts per the shear wall schedule. For cast -in -place anchors, provide 7" minimum embedment into the new concrete foundation. For retrofitted anchors, provide 5" minimum embedment into the existing concrete foundation. Epoxy grout with Simpson SET epoxy. Provide 3"0" square x 0.229" thick bolt washers where anchor bolts connect the sill plate to the concrete foundation. Welding: Use E70xx electrodes for welding. All fillet welds shall be 3/16" or equal to minimum thickness of member being welded, whichever is greater, unless otherwise shown. All welding shall conform to the provisions of AWS and shall be performed by welders certified in accordance with AWS and WABO. Wood Framing SDecifications: All plates and other wood framing which is in contact with concrete or masonry must be preservative - treated in accordance with AWPA U1 and M4 standards. For anchor bolts connecting wood sill plates to concrete or masonry, provide galvanized steel washers and nuts on top of the sill, minimum washer size 3" x 3" x 1/4" thick. Where toenails are used for stud wall construction, a minimum of (2) toenails at top and bottom of each stud shall be provided. Toenails shall be 16d nails driven at approximately a 45 degree angle, with a minimum of 1-1/2" of the nail shank shall be embedded in both the stud and the plate. End nails driven through the plate and into the stud end grain are not permitted. Simpson A34 clips at top and bottom of each stud are permitted where correct toenailing is not provided. Wherever joists bear on a wall or beam, either a continuous rim joist or solid wood blocking must be provided. Blocking shall be connected to the joists with A35 angles at each end. Individual blocks may be omitted to allow for ducting or other openings. Consult with the engineer of record if more than 25% of the blocking is omitted. Where LVLs are specified with a thickness greater than 1-3/4", the beam may be built up out of multiple 1- 3/4" LVL beams connected per truss joist TJ-9000 specifier's guide. Unless noted otherwise, the following grades and species shall be used for structural lumber: 2x joists Hem -Fir #2 2x, 3x, and 4x studs DF/L standard for plywood or WSP shear walls Hem -Fir standard for other walls 4x and 6x beams DF-L #2 Microllam LVL lumber LVL 1.9E, Fb 2600 psi, Fv 285 psi (minimums) Parallam lumber 2.0 WS, Fb = 2900 psi, Fv = 290 psi (minimums) Glu-lam lumber 24F-V4 for simple span beams, 24F-V8 for cantilever beams All framing connections shall be per Table 2304.10.1 of the IBC, unless otherwise noted. Preservative -Treated Wood and Fasteners: All wood in contact with concrete or masonry shall be preservative -treated, in accordance with AWPA U1 and M4 standards. All fasteners installed in preservative -treated wood shall be hotdipped zinc -coated galvanized with a minimum coating weight complying with ASTM A 153. Fasteners other than nails and timber rivets are permitted to be mechanically deposited zinc -coated with coating weights complying with ASTM B 695, Class 55 minimum. Plain carbon steel fasteners in wood preservated-treated with SBX/DOT or zinc borate are not required to be galvanized. PIN -wood Thickness, Grade, and Nailing: Install plywood sheets with face grain perpendicular to framing. Stagger joints in adjacent sheets. If not otherwise noted, use nailing schedule, Table 2304.6.1 of the IBC. Metal Framing Connectors: Unless otherwise noted: Metal framing connectors shall be manufactured by the Simpson company, or approved equal. Unless noted otherwise, use U-series joist hangers to match joist size (e.g., U210 for 2x10 joist). Provide H1 or H2.5 hurricane ties, or other connectors with similar capacity, at every roof joist or truss, and H6 or H7 at ends of roof beams and girder trusses. Where supported by wood posts, wood beams shall be connected to the tops of the posts using Simpson AC, PCZ or EPCZ post caps, and to the bottoms of the posts bearing on wood framing using Simpson AC connectors or A35 clips. Where supported by perpendicular beams, wood beams shall be connected by HU-series face mount beam hangers. Provide Simpson AB_ or PB post bases to connect posts to concrete foundations. Unless otherwise specified, the maximum number of nails or screws should always be installed on any connector. Bearinp, Walls: All walls supported by continuous concrete footings shall be connected to the foundation per 2018 IRC section 403.1.6. 1/2" diameter anchor bolts shall be provided at 4' o.c., or two per wall segment, minimum. Anchor bolts shall penetrate 7" into the concrete foundation. Roof Over Framing Note, Note OF: The new roof area shown hatched consists of new roof framing constructed over the existing roof framing below. The over built framing shall be constructed in such a way as to distribute the roof loads from the new framing uniformly to the existing roof structure (for example, no new concentrated loads, such as from a beam, shall be added to the existing roof structure). This equal distribution may be accomplished by constructing the new overbuild roof using framed 2x4 cripple walls spaced at 2 feet on center, located on top of and perpendicular to the existing roof sheathing supported by the existing roof framing. No sheathing is required for these cripple walls. The new cripple walls and roof rafters (spanning 2 feet, perpendicular to the cripple walls) may be constructed using 2x4 lumber, stud grade at minimum. The new plates shall be nailed to each existing rafter with (2) 16d nails minimum. New roof sheathing shall be per the diaphragm schedule. A new 2x_ plate shall be constructed along the new valley lines, and nailed to each existing rafter, along its entire length, with (2) 16d nails per existing rafter. If desired, an alternate method for distributing the loads may be submitted to the structural engineer of record, for review and approval prior to construction. Hold Down Notes Convention for showing shear walls and hold downs: Shear walls are shown on the framing plan for the floor above. (For example, first floor shear walls will be shown on the second floor framing plan, and the shear walls for the topmost floor will be shown on the roof framing plan.) Hold downs are located at the bottom of that shear wall, and connect the end of the shear wall to wall framing or a structural beam located in the floor below the shear wall. Contact the engineer of record for clarification if needed. Hold downs for each floor must be continuously connected to hold downs on the floor below (or to other intermediate wood framing where so indicated), until they are finally connected to the concrete foundation. Hold downs shall be installed so as to be as far apart as is reasonable. Hold downs may be located on either the near side or the far side of the post or double stud to which they are attached. In no case shall a hold down bolt be located farther than 6" from the end of the shear wall, except with prior written approval of the engineer. Refer to the latest edition of the Simpson Catalog for details. Where multiple studs are called out at a hold down, nail studs together with (2) 16d nails at 8" o.c. or 1/4" x 3" Simpson SDS Screws at 12" o.c. Where a hold down post lands on a rim joist, provide full depth vertically oriented blocking under the post. Strap Hold Downs:_ Provide a vertically oriented strap hold down consisting of one or two of the Simpson vertical strap ties listed below, connecting the end stud or post of the shear wall indicated to new or existing studs in the wall framing below, or to a wood beam supporting the shear wall, where applicable. Straps shall be installed so that the minimum end length is provided to both connected posts or studs. Where a strap is connected to a beam below, the strap shall be wrapped around the beam until the minimum end length is reached. See Strap Hold Down Typical Detail. CS16 denotes a Simpson CS16 strap, with a minim end length of 14", and (13) 8d nails each end. Rod Hold Downs: HDUx denotes a Simpson HDU(2,4,5,8,or II)-SDS2.5 hold down. For hold down bolts at existing concrete foundations, use the following bolts: For HDU2,4,5: 5/8" diameter A307 threaded steel rod may be used, which shall be epoxy grouted into a 3/4" diameter hole with a minimum embedment of 10". See Retrofit HDU Typical Detail. Special Note: All holes for hold down bolts which are installed into existing foundations must be inspected during the installation of the hold down. Either the building inspector, the structural engineer of record, or the special inspection agency must perform the inspection and approve it before the bolts may be epoxy grouted into the holes. The epoxy grout used must be Simpson SET-XP unless otherwise noted by the engineer of record. For drilled holes into existing concrete, no less than 2" must be provided between the edge of the hole and the face of concrete. The Engineer of Record or Special Inspector must witness the installation of hold down bolts, including cleaning the holes with compressed air and a wire brush before the anchor is installed. The hole shall be filled with enough epoxy that when the anchor is inserted, the epoxy rises to the top of the concrete. Care shall be taken that no air bubbles persist in the epoxy. The contractor must verify that the existing foundation stem wall is uncracked and continuous, and is sound and in good condition, within 5 feet of any retrofitted shear wall or hold down, in any direction, except with prior written approval of the engineer. The existing concrete foundation stem wall shall be at least 6" thick and 2'-6" in height. The concrete shall be of good quality, hard and uniform, with appropriate aggregate type, size and distribution, and with no visible rock pockets or other similar deficiencies. Any existing cracks located within 10' of any hold down must be completely filled with an appropriate epoxy based concrete repair product. The product to be used shall be approved in writing by the engineer prior to filling the cracks. Contact the engineer of record prior to proceeding if any of these requirements are not met, or if the installation of the hold downs results in any visible damage to the existing foundation. SHEAR WALL SCHEDULE (Lumber for shear walls is HF#2 or better, unless otherwise noted. Edge A.B. A35 Shear Type Material Nailing Field Nailing Size/Spacing Plate Nailing Plates Spacing Capacity SWO 15/32" WSP one 8d @ 6" 8d @ 12" 1/2"0 @ 72" (2) 16d @ 12" 2x_ 24" 100 plf side, unblocked SW1 15/32" WSP 8d @ 6" 8d @ 12" 1/2"0 @ 48" (2) 16d @ 9" 2x_ 24" 230 plf one side SW2 15/32" WSP 8d @ 4" 8d @ 12" 1/2"0 @ 32" (2) 16d @ 6" 2x 16" 350 plf one side For shear wall callouts on the Structural Framing Plans: SW x (y') denotes a shear wall type "x" with a minimum length of "y" feet. See Exterior Shear Wall Typical Detail. • "WSP" refers to "Wood Structural Panel", either plywood or other wood materials. • Provide double stud minimum at both ends of all shear walls. • Provide blocking at all panel edges to match the depth of framing, unless otherwise noted. • At the roof or top level of any shear wall, "A35 spacing", and all other relevant connector specifications, apply to assemblies at both the top and bottom of the shear wall. At lower levels, apply to the bottom of the wall only. • Provide floor diaphragm edge nailing per diaphragm schedule through floor plywood into blocking, parallel joist framing, or top plates (whichever applies) of all shear walls. • Provide 4x_ or double 2x_ framing where A35 angles are used on both sides of one piece of wood. • Where a shear wall terminates above the foundation level (no shear wall below), provide minimum 4x blocking or double joist framing (as applicable) below the shear wall."&" Plate nailing per this schedule shall be nailed into this blocking at the bottom of the shear wall. • Shear wall nails shall be placed no closer than 3/8" from a panel edge or perpendicular face of stud. • Maximum spacing between nails shall not exceed 12". • Shear wall nailing shall be common or galvanized box nails, unless lag screws are noted. Galvanized nails shall be hot dipped or tumbled. • Where hold downs are specified, the shear wall bolt shall be located within 6 inches of the end of the shear wall, unless otherwise approved by the engineer of record. Minimum end studs shall be as specified in the most recent Simpson catalog. • Shear wall edge nailing through shear wall sheathing shall be provided into all studs attached to a hold down. -Retrofit anchor bolts shall have a minimum embedment of 5" into the concrete foundation. • Cast in place anchor bolts shall have a minimum embedment of 7" into the concrete foundation. • Plate nails shall be nailed into a solid wood rim joist. • Where Roof ventilation is required over a shear wall, see roof ventilation detail. Diaphragm Schedule (Lumber for diaphragm construction is HF#2 or better, unless otherwise noted.) Type Material Edge Nailing Field Nailing Edge Blocking Remarks Roof 15/32" CDX 24/0 8d @ 6" o.c. 8d @ 12" o.c. no Minimum Standard Floor 23/32" CDX 48/24 8d @ 6" o.c. 8d @ 12" o.c. no Minimum Standard "WSP" refers to "Wood Structural Panel", either plywood or other wood materials. Rim joists at exterior walls shall be continuous for tension. At rim joist splice locations, provide (2) CS 16 horizontal straps, minimum 24" Where roof or floor framing is cantilevered over an exterior wall below, provide solid blocking with Diaphragm edge nailing between joists. This is the minimum required diaphragm construction. Where otherwise noted on the plans, additional blocking or nailing may be required. Michael Shoffner Architect 18609 21 st PI NE Shoreline WA 98155 206.527.1281 shoffarch@aol.com Alterations & Additions to Lane Residence 16120 72nd Ave. W Edmonds, WA 98026 - Structural Notes - Shear Wall Schedule Drawn: Printed: 02/25/2023 Revised: 1 810712023 Correction #1 2 1112512023 Correction #2 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING WITH MICHAEL SHOFFNER ARCHITECT. a;so X RcrISTERED \ CHITECT I MICHAEL A. SHOFFNER STATE OF WASHINGTON Permit Set I.J 5 ` DN S,/. ApQJ JO/ F " AS y 23434 '�/RAL /ONAL E` H J