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APPROVED BLD RESUB1 BLD2022-0797+Architectural_Plan+8.25.2022_2.34.56_PM+30732412-1 PHOTO OF A5-BUILT 2�2 No Scale 6'-10 1 /2" I 2q' FLOOR PLAN - AS BUILT SCALE 1 /4" App{,�CAT1oN - - - 4W EASOMENT NO. .. ........... .. Thy C4 of Edmonds sm 9IkWER PAY FEPAIRS LID No. ASMT. No. � NEW CONSTRUGT[L7fI ... . PERMIT N4L). y COWRACt-OR - .r•,r, LEGAL CiESCflIP'T10 emu...-.. ...,... am - ��. a NAME OF ApliITIONI OR 2�3 8'-10 1 /2" - J 2-4 SEWER - AS BUILT no scale City Of Edmonds Building Department Work LARGE ADDITION Address 21821 80TH AVE W Owner COLLINS Approved Date 9/14/2022 Building Official W. W cr � Permit Number BLD2022-0797 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE Vseparate plumbing permit is required for this ,permit. Please obtain a plumbing permit with thel (City of Edmonds. ■ I ■ SOIL: CONSTRUCTION SPECIFICATIONS Applies to all newly constructed areas and components of existing areas that are disturbed/altered. • Existing: 4" topsoil/loam over glacial till to excavation depth • Verify 2000+ psi at footing level • Bottom of footing at 18" min. depth from finished grade • Backfill partially with native soil over drainage fabric REBAR: • Schedule 60 to be used ASTMA615 • Assumed to be #4 (1/2 inch) unless otherwise noted. • Min. distance to exposure: 3" bottom of footing, 2" sides of footing, 1.5" to earth/weather • Lapping minimum: top bars 29", all others 11" • Connection to existing foundation requires drilling and epoxy of matching rebar pattern to new foundation with appropriate lapping and ties. Epoxy to be Simpson SET epoxy. Minimum embedment is 12" where possible and 5" on 6" facing sides. Special inspection may be required by the City. CONCRETE: • 2500 PSI foundation mix with no additives; set for pumping • Can be 2 pours or mono -pour • Anchors: 5/8" diam. 48" o.c. min spacing, 4.125" min embedment and hooked under rebar • Treated lumber for any contact with concrete / or 25 mil vycor for areas of partial exposure • Framing lumber to be H/F #2 or better • Unless otherwise stated, headers & beams to be DF#1 or better • Sheeting to be rated with stamps accessible to inspector. Exterior rated for all roof, walls, floor • Floor sheeting: W CDX PI 48/24. Sheeting to be T&G and oriented perpendicular to floor framing • Roof sheeting: 15/32" CDX with P140/20 and plywood clips; OR 5/8" CDX. Sheets to be oriented perpendicular to framing members. No plywood clips needed with 5/8" material. • Wall sheeting to be 7/16" osb or 15/32" CDX with min span rating to match 16" o.c. framing. NAILING/FASTENING: • All positive connections are listed with Simpson Strong Tie part numbers • Nail sizing: o 8d common: 0.131 x 2.5" o 10d common: 0.148 x 3" 0 12d common: 0.148 x 3.25" 0 16d common: 0.162 x 3.5" o Galvanized nails MUST BE used for areas in conjunction with treated lumber • Floor sheet nailing: 10d common nails; 6" o.c. perimeter; 12" o.c. field. Sheeting installed with subfloor adhesive • Wall sheet nailing: 8d common nails; 6" o.c. perimeter; 12" o.c. field; indicated braced wall sections • Roof sheet nailing: 8d common nails; 6" o.c. perimeter; 12" o.c. field • All nail heads to embed into plywood/OSB no more than 1/16" • LTP4 or A35 @24" o.c. for connection between rim joist and sill plate (exterior walls) • H1 at each full-length rafter or truss end FRAMING NOTES: • Floor framing: Treated post with HF #2 solid beam. Positive connections per 6-1. Solid full ht 2x blocking over floor beam. Double joists under parallel walls. • Floor and roof sheeting oriented perpendicular to framing members with each 4' edge landing on solid 2x framing. Nailing per schedule. • Braced Wall Sections sheeting to be oriented vertically and continuous from the bottom plate to the top plate of the wall. Vertical laps require solid full depth 2x blocking with vertical half lap of sheeting to blocking with appropriate edge nailing each piece. Horizontal laps must land on full height stud. • Headers: See minimum header sizing on window and door schedules and floor plan; although 46 DF is planned for openings under 5'0". All headers to be supported each end with 1 cripple and 1 full ht. stud. Page 8 sizes three longer headers for the project; these three require additional cripple studs. • BCS44 at each end of Headers 1,2,3 with specified nails • Follow IRC guidelines for all framing efforts • Follow truss manufacturer handling, bracing, installation instructions. Provide all documents to inspector. 0 I •� RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 6/19/2022 SHEET: Header 3 4x8 DF#2 use M5T4b to connect top plates horizontally with upset 4x8 46'-q 1/2" 11'-2 1/4" imp on ACE post cap approx 78" 4x10 OF beam into room whole house fan <400CFMe .f� ---- vented throu wall I . I O 10/12 SLOPED, / I O CEILINGi FLAA D RY 17 -2 7'-2" 80 GFMI I Do I II FULL HT. CEILING I� II L. 51b type X drywall 41retaping u these areas and garage ceiling - - - I - 3'-3 3/4" � 4 P OARAG E 17'-4" 1 q'-b" m I N I EV Charging Inside I Garage (on North Wall) 10, 6' — 2' 15, proposed infill walls C RBMR; ONOXI E ALARMS ■ ONS : APPROVED CARBON MONOXIDE ALARMS SHALL BE i I REQUIRED LOCAT I INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE I ■ VI INITY OF THE BEDROOMS AND ON EACH LEVEL OF THE DWELLING IN ■ (ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE A I ■ BEDROOM OR ITS ATTACHED BATHROOM CONTAINS A FUEL -BURNING (APPLIANCE, A CARBON MONOXIDE ALARM MUST BE INSTALLED IN THE BEDROOM. ■ ■ EXISTING DWELLINGS SHALL BE EQUIPPED WITH CARBON MONOXIDE ALARMS IN WITH THE INFORMATION ABOVE (SOME EXCEPTIONS MAY APPLY). IACCORDANCE AN INSPECTION WILL OCCUR WHEN ALTERATIONS, REPAIRS OR ADDITIONS I ■ REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ■ (ADDED OR CREATED. BATTERY POWERED ALARMS ARE PERMITTED IN EXISTING I ■ DWELLINGS. (COMBINATION ALARMS COMBINATION SMOKE AND CARBON MONOXIDE ALARMS I ■ MAY BE USED IN PLACE OF CARBON MONOXIDE ALARMS. IPOWER SOURCE CARBON MONOXIDE ALARMS SHALL RECEIVE PRIMARY POWER ■ FROM THE BUILDING WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. SMOKE DETEGTOR5 1 hardwired dual -powered smoke detector in each dwelling room and in the highest point of the floor plan. Also incorporated in this system is a minimum of one carbon monoxide detector. ** Contractor to install all during this remodel NOTE: No gas appliances or gas service to house HOT VqATER HEATER 61'-10 1/2" 2b'-10 1/2" rt _ I ry I cfJ -ice I� m SHE' i ---------- -� 1 - J - \ I CL05ET 15' = 5-5 1/2" 4' 5-5 1/2" \s7 5 s � AI1]T� H6141 N m KITSJ�EN I 7'-0" X 5 4'v� 21'-6" X 1,1'-4" I I D04 prop1-ucted 110GFM ex. fan --- - - - - -- tooutside s -- / I—atti"66e�5 L-------------J sp�ce reservor air handler i II FU RN G com/po'nent of central heat ;� -5'-41 X 4'-5" I / I / L I11_Q11 / W6 1 cold air return g2T-10 1/2" —_ — —— -- 1 \ 11'-2" u' I Header`# � D03 m 3 1 /2x10 172,6LB r` 1 r'U I DINING � '� -CHAN � 5) 14'-5" X q'-011 \ \ 6-10 1/2" A _ Header -�1/2x10 1/2GLB _------- — 2x6 hangers each side OR IUOI if joists are cointinuous, LSTA-24 each 5D side down to beam SPECIFICATION: Rheem 65 gallon integrated heat pump style hot water heater; model PRO H50 T2 RU310UM. Exhaust vented through roof. Make up air via inlet into attic above insulation. Unit UEF = 3.5 L1NY/ ING 15141 X 13'-11 " (EXISTING - NO CHANGES) w O 3'-b" 22.5x22.5 I PRIMA 'I' BEDROOM 15r.1 X 13--11" \ I NO \ proposed HWH I m f lokation. exhausl -1 vented through roof BEDROOM 3 8'-311 1�1/�II (EXISTING - NO CHANGES) d BEDROOM 2 12'-3" X 10'-6" (EXISTING - NO CHANGES) FLOOR PLAN - PROP05ED s I m f I I egress window - JI I 5 GAL E : 1 /4"ror 0 DOOR AND WINDOW NOTES: demo wall EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE mms= altered or infilled wall AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. ALL WALK-THRU DOORS SHALL BE SOLID CORE c new exterior wall INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING see table R602.3(3) - pg 08.3 DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOOR SHALL BE SELF CLOSING EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60 GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS I Ln L; 3-2 WINDOW AND DOOR SCHEDULES 30 NUM EGRES MANUFAGT AREA, EXTERIOR BER LABEL SIZE R/O 5 DESCRIPTION HEADER URER COMMENTS STA�NDArR ELEVATION D SQ FT W01 50345H 50345H 37"X40 7/b" SINGLE HUNG 2X6X37" 2 () MILGARD MIN U=.30 WHITE VINYL q q7 W02 3034FX 3034FX 37"X40 7/5" FIXED GLASS 2X6X40" (2) MILGARD MIN U=.30 WHITE VINYL q q7 El W03 40305H 40305H 4q"X37" SINGLE HUNG 2XSX52" (2) MILGARD MIN U=.30 WHITE VINYL 12.0 E__ L-1 W04 40505H 40505H 4q„ X61 YES SINGLE HUNG 2XSX52 (2) MILGARD MIN U=.30 WHITE VINYL 20.0 El W05 50405H 50405H 37"X4q" SINGLE HUNG 2X6X40" (2) MILGARD MIN U=.30 WHITE VINYL 12.0 li 5KYLIGHT 2' X 4' ❑ W06 W06-2044 2044 RECT. SKYLIGHT VELUX ON 2X6 CURB 5.61 U .50 TOTALS: 72.61 DOOR SCHEDULE 30 EXTERIOR NUM LABEL SIZE R/O DESCRIPTION HEADER MANUFACT FIRE TEMP COMMENTS ELEVATION BER URER ERED C3=3 D01 100g0 100g0 122"X111" GARAGE -GARAGE 2X12X128" (2) NOT FIBERGLASS OR STEEL ®®®® DOOR P02 SPECIFIED ROLL UP WITH OPENER ®®®® 002 2665 2665 L IN 32"X82 1/2" HINGED -SLAB 2X6X35" (2) SOLID GORE WOOD SLAB PAINTED 003 306b 306b R IN 3b"X82 1/2" HINGED -SLAB 2X6X41" (2) SOLID GORE WOOD SLAB PAINTED 004 306b 306b L 74"X82 1/2" POCKET -GLASS PANEL 2X6X77" (2) YES FROSTED, TEMPERED GLASS WOOD FRAME 1 31b" THICK 005 306b 306b L IN 3b"X82 1/2" HINGED -SLAB 2X6X41" (2) SOLID GORE WOOD SLAB PAINTED 006 306b 306b L IN 3b"X82 1/2" HINGED -SLAB 2X6X41" (2) YES SOLID GORE WOOD SLAB PAINTED 001 306b 306b R 74"X82 1/2" POCKET -GLASS PANEL 2X6X77" (2) YES FROSTED, TEMPERED GLASS WOOD DOOR 115b" WIDTH DOS 306b 306b R EX 3b"X83" EXT. HINGED- SLAB 2X6X3b" (2) YES 20 MINUTE RATED DOOR INSULATED/ENERGY RATED 5668 EXT. DOUBLE MIN U VALUE=.30 010 5668 L/R 6b"X83" HINGED -GLASS 2XSX71" (2) SIMPSON YES FIBERGLASS OR WOOD EX PANEL GLAD •40;) I RES U B Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 6/19/2022 SHEET: 03 +451' ----- 25' max building ht +426' 4-2 MAXIMUM BUILDING HEIGHT - 5lvc '" a s %k 16,101, Existing I Proposed A� • r - Is ft � • dab, t • Proposed Proposed Existing 4-1 4-4 FRONT (West) ELEVATION SGAL : 1 /4'I u ht REAR (East) ELEVATION SCALE: 1 /4" 15' 0" 16' T -W - ovicfinn narano and rnnf SIVE (south) SCALE: 1 /4" use himney iges) 0 I •P=14 RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 8/24/2022 SHEET: 04 6-24-2022 Simpson ABU44 EXISTING - -1[120611 12 0 6 - r-- -� I I EXISTING SLAB 1 IN51DE FOUNDATION (12" LOWER THAN GARAGE) I I IL—---------------� I I I I I L- ---- --------- verify foundation is full depth with footing 1 EXISTING SLAB 1 I IN51DE FOUNDATION kn GARAGE 1 ,7'-0" X 19'-6" PROPOSED 61 '-10 1/2" 29'-4 1/2" 15, L— — — — — — — — — — — — — — — 4" decorative concr. slab 1406 6" wwm or #4 rebar 4b o.c. _ 1 r------- — -- —� ----------------- --� —-----------------------� continuous footing for floor beam line 6"x15" with 2 #4 continuous rebar crawlspace access cutout through closet floor above L I- 4X4 POST- M4X4 POST- -4X4 P057- 4X4 POST- 4X4 P05T- 4X4 POST - - 4X4 P 5T - 1----- - - ------ - ----- ------ ---- - --�-- I 6 mil vapor barrier (cont.) 1406 O 8, Ln m 6-10 1/2" — — — — — — — — — — — — — — — — — Ir--- --------------------------- z X w I I proposed oversized footing 12" thickl 4 1 r2'-6"� Simpson ABU44 4 #4 rebar each direction existing post line EXISTING GRAWL5PAGE ILJI I I L� IL -- --------------------------I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5-1 FOUNDATION PLAN 6R4&iY4L5PACE VENTING CALCULATION: 82b sq. ft. new space divided by 1500:1 sq ft ratio 828/1500=.552 sq ft .552*144=1q.4b sq inches each proposed 16x5 vent = 13 sq inches = 2 vents minimum PLAN: Install 4 qty 13 sq inch vents SCALE: 1/411 N N I POST . — J n w 0 z X w rebar pins set into existing foundation to tie foundations together. rebar pins to be installed with Simpson SET (or similar) epoxy with 12" embedment where possible; 5" embed. if into a 6" thick cast concrete wall. Will request special inspections if the City requires it 40 yr asphalt shingles to match existing 15 or 30 lb roofing felt 1/2" cdx plywood nailed per prescriptive path plywood clips used each bay if for joists <16" o.c. engineered truss system at 24" o, 6" exposure TK cedar sidinc solid, taped, vapor barrier ove sheeting 1/2" COX or 1/16 osb, nailed 6 / 12 fld wit solid blocking around all wall sheet continuous gutters 2x3 downspouts splashblocks on ground continuos treated 2x6 sill plate 10" J bolt min 4b" o.c. (typ) 3"x3"x3/16" washers used ea. J bolt 6" min clearance from top of concrete to finished grade filter fabric over 51b drain rock backfill 1 Y minimum 4" plastic drain tile, continued from existing 5-2 �p E. FpRS OF WASMIw,'G 30718 f4NAL .►.► .. Stamp for review foundation below threee new beams to install only. NOTE: FASTENING PER R602.3 (1) R4G Batt insulation with 1" air space above baffles installed as necessary at eaves 92" 18" m' 'mum " mir -ngineered truss system ridge vent installed 5 over exterior walls ?" gwb with PVA ;ture and paint to match existing ier all exterior openings 1/2" 05B or COX sheeting 2x6 spf framing 16 o.c. typ. carpet, wood or tile finished flooring 3/4 05B t&g floor underlayment nailed with 12d nails 6 /12 fld typ. 2x10 HF floor framing 16" o.c. typ. R35 solid batt insulation typ. solid cast concrete foundation 6" or 5" walls ** Concrete to be 2500 P51 2 #4 horiz. rebar spaced in footing 2 #4 horiz. rebar at top of wall 1 #4 horiz. rebar middle of wall (16 o.c.) 1 #4 vert. rebar max 4b"o.c. with alternating legs ** Rebar to be schedule 60 with laps and spacing per IRG crawlspace floor to have 6 mil poly vapor barrier over all floor crawlspace venting: see foundation diagram TYP VIALL SECTION SCALE: 1 /2" I RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 6/19/2022 SHEET: 6-1 FLOOR FRAMING PLAN 5 CALL E : 1 /4" ate (bolted) m gists s 16" O.C. ig over beam CTIONS: AtBU44Z G44Z ^J LEDGER DETAIL 6�` SGALE 1" 16" o.c. NO hanger locations There is no roof load transferred to the floor system NOTE!5: at any point where a ledger is required; only non bearing walls and 1/2 the span of the floor live and dead load Ledger Per R507.9.1.3 (2) 3/4" COX plywood decking 2" (typ) 1 /2" x 4 lag screws 16" o.c. 1 /2" washers (typ) existing 3/4" lapped sheeting ��, solid 2x blocking proposed 2x10 HF floor joists 16" o.c. existing 7.5" floor joists 16" O.C. FRAMING NOTES: � � �,� PROVIDE DOUBLE JSTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER SPACE AT VAULTED CEILING AREAS. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12. PROVIDE POSITIVE CONECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. 4x10 HF #2+ \ / / I a AC44Z LU5210 hangers lapped joints with w/ 16D nails existing 2x4 sill plate a min. overlap and 4x4 treated post 2x10 HF continuous nailing per IBC existing foundation rim joist bolted to existing. 6„ ABU44Z (new crawlspace) (existing crawlspace) proposed footing a a foundation from existing house 6" min. 13" min 15" min. depth verify foundation wall and footing measurements 0 • F004 40;) RES U B Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 6/19/2022 SHEET: I I 1 — V-o^I%76II ILJ VbIVI-- I II Lill I III I16j BLUE: Girder trusses to hold center trusses up RED - planned overframing onsite by others NO COLOR: common or gable end trusses ma: Floor level inside house Top of garage slab l-1 ROOF PERSPECTIVE No Scale ' ' "' ' ' " ' `"' ' ""' ""'" treated 1x 11 jacKs 160 nails max 3/8" deviation between steps GARAGE STAIR DETAIL Scale: 1 " EXISTING CONDITIONS oz MUST BE VERIFIED �a y PRIOR TO PRODUCTION o�Cz EQ a�] EXISTING PROPOSED = ROOF PITCH 5/12EXISTING 60 PITCHES = AS SHOWN TO REMAIN ADDITION FLAT CEILING OVERHANG = V-6" 61-10-08 2x4 TOP CHORD N HEEL HEIGHT = 0-4-1 o o 27-10-08 ** TRUSSES ARE DESIGNED AS 12 "SOLAR READY" ** 18-00-00 8-00-00 20-10-08 7-00-00 8-00-00 a N o 20 2x4 VENT BLOCKS c� 17 MUS26as B01 p 0 /1 r- B02 szs O M B03 MUS26 0 /1 MUS B04 MUS26 0 O MUS26 04 MUS26 00 MUS26 B04 MUS26 O O' MUS26 604 O 0 N N MUS26 4 MUS26 N N NC7 QCD Q Q QQ MUS26 604 MUS26 ♦7 Z N O OH B05 MUs26 Oa p 0 G Q II N U U U U CD 0 0 10/12 10/12 . 0 9 O N LO O L6 C9 v v elm v Q.. y� ILO N O 6/12 z Z 000 .. o a) >~ oo�� 0 0 (n U U U ti '� l�- � M N O 0 6/12 C/] O O v Sir �Mp0 A 0 Sheet Number: 18-00-00 6-10-08 29-00-00 8-00-00 ** IMPORTANT ** 61-10-08 = INDICATES LEFT END 1 Of 1 BO6 MUS26 BO7 M 26 NOTE: Additional pages and calculations are included in a seperate 25 page (8.5x11 ") document. ENGINEERED TRU55 5Y5TEM roof sheeting with Sd nails b" edge and 12" in field typ. SheP461^ cut 2" below ridge over attic spac for venting. 2x8 HF#2 ridgE 2xb H F #2 16" plywood cut out for cross ventilation 2x12 HF #2 slee nailed to each truss with 4 1 by nails min 07-3 No Scale OVERFRAMING DIAGRAM /EXAMPLE No Scale01 0 0 ronq 40;) OPM4 rt P;z 40! gi 40 0 PEN4 RES U B Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 6/19/2022 SHEET: 8-1 PRESCRIPTIVE BUILDING CODES FOLLOWED Tables / sections referenced in this plan set R314 smoke detectors Reference floor plan on sheet 03 shows compliance with locations and quantity of smoke detectors Smoke detectors to comply with the UL standards R402.2 Minimum 5PF of concrete 2500 P51 to be used R403(1) Footings Per chart: 1311xb" footing to be used for 1 story with 1500 psf and b/w 20 and 30 psf live roof load R405 Foundation Drainage See detail 5.2 on sheet 5 for drainage plan. R502.3.1(1) Following span tables for OF #2 or better 2x10 floor joists Follow section 502 for floor framing rules and tables Planned floor sheeting @ 23/32 or 3/4 exceeds table R503.2.1.1(1) at 16" O.C. spacing R602.30) Fasteners Following table for all nailing and fastening, nail sizing and spacing for all components R602.3(1) Typical wall, floor and roof framing rules Following splice, lapping, trimmer, blocking, fireblocking, plate and header support rules. R602.3(5) Stud spacing, 1 floor 2x6 Stud spring 16" o.c. R602.3(3) Sheeting nailing - wall structural panels Following 1/16" min sheeting, 16" stud spacing, 6" edge and 12" field nailing with 5d common nails R602.10) Headers All headers in this plan to meet or exceed minimum span for roof and ceiling with stated roof load See window and door schedule and proposed floor plan for more information R502 Wood roof framing Follow instructions and installation guide for pre-engineered truss roof system Adhere to rules in this section for areas that are overframed or in areas of stick framing revision R801.1 -Attic access Provide a minimum opening of 22x30 with 30" head clearance to the attic space. All attic spaced connected with access between them 8M3 2018 IRC R602.5(5) TABLE R602.(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES"-"-c ULTIMATE DESIGN PANEL NAIL MINIMUM I�AI L MINIMUM MAXIMUM SPACING,lit WIND SPEED 1� MINIMUM WOOD (Mph) STRUCTURAL NOMINAL .PANEL WALL STUB 'RATING THICKNESS SPACING Edges Field Wind exposure Penetration PANEL SPAN Size (inches) Inches (inches) Irl�h�s (inches (Inches category � ry (inches) O,C,) O.C.) B C D 6d Common ( .0" X 1.5 4;C a 1 6 12 140 115 Y 111 0_ 1 1 3R) 8d Common 1 6 12 170 140 135 ( .5" X 1.75 221' 16 7118 0.131 ") 24 6 12 140 115 110 8-2 ENERGY CODE INFORMATION Following the sepeartely attached N5EC form for the 2015 Prescriptive Energy Code Compliance, the 2 categories selected to meet the 3.0 credits include efficient water heating 5.5 for 2 credits; and High Effieciency HVAC 3.2 for 1 additional credit. In addition, the following will apply to all newly constructed areas: Nalls: R21 insulation Floor: R30 insulation Ceiling: R4cl insulation Fenestration: .30 U or better HVAC: N5EC Option 3.2: The new space to be equipped with an air -sourced centrally ducted heat pump with a minimum HSPF of q.5. The 100% electric heat pump compressor will be located exterior of the home and the heat exchanger/blower unit to be located in the floor plan. All supply and return ducts to be insulated and placed inside the building envelope and/or buried in attic insulation. The exact model of these unit is unknown. The HVAC contractor is to supply and install these units while following the H5PF 11.5 efficiency rules. Documents and placards on the equipment will be available to the City inspector. Proposed compressor unit Rheem RP17 with 15K - 24K BTU output NSEC Option 5.5 Ruud Residential Electric Hybrid Utility Water Heaters Ruud° Hybrid Utility Residential Electric Water Heater Designed to Maximize Energy Design Rating/HERS Rating Product Hiahliahts • 3.50 UEF • Meets NEEA Tier 3 Requirements • Integrated WiFi • California Title 24 Compliant (JA13 Ready) • Grid -Enabled for Utility -Level Performance Monitoring • Quiet Operation • Design certified to NSF/ANSI 372 (lead control) • CTA 2045 Ready (adapter included) • 10 Year Limited Warranty' High Meets ENERGY STARO requirements Efficiency Increased property value for consumers Easily Ducted - for installation in confined spaces with minimal make up air required Easy access to side water connection and top electrical junction box; Zero clearance required in the back or side of the unit Easy Installation 3/a" NPT water inlet & outlet; 3/4" condensate drain connections Dry fire protection Integrated WiFi2 Available EcoNetO Energy usage reporting Smart Technology Grid interactive for utility demand response / load management programs Hybrid Electric Utility Select 40, 50, 65 and 80-Gallon Capacities 208-240 Volt / 1 PH / 24 Amps cDus 0) 1111=1111 LEED Points = 3 GALLON CAPACITY �® RAT GALLON CAPACITY - • H40 T2 RU31 OUM MODEL I VARIANT K BREA SIZE UIMMW ENERGY EA (UEF) INFO. 1llllllllllll� YEAD� EENERGY COST 'WTURES COMPRESSOR��ERATING BTU/H UEF IRST HR. G.P.H. RECOVERY 900 F RISE UST (LBS) SHIPWT. (LBS.) PRO 1 T2 RU31 OUIVI - - • - 1 ®®®® 11®®® �® -. H80 T2 RU31 OUIVI Estimated energy cost based on a national average electricity cost of 12.00 /kWh. Uniform Energy Factor and rated gallon capacity based on Department of Energy (DOE) requirements. Units meet or exceed ANSI requirements and have been tested according to D.O.E. procedures. Units meet or exceed the energy efficiency requirements of NAECA, ASHRAE standard 90, ICC Code and all state energy efficiency performance criteria. ' See Residential Warranty Certificate for complete information. 2WiR broadband internet connection required. 3Consult your tax advisor for details on eligibility requirements for any available tax credits. Rebates vary by state. For more product information, visit: Ruud.com/Hybrid Ruud Water Heating • 1115 Northmeadow Parkway, Suite 100, Roswell, Georgia 30076 • www.ruud.com Heater: Not Ducted Room size: Larger than 700 ft3 (e.g. 7' x 10' x 10') Requirements: No additional ventilation needed. X 24" Heater: Not Ducted Room size: Smaller than 700 ft3 (e.g. 7' x 10' x 10'). Requirements: Full louvered door OR two louvers top and bottom. See below. Heater: Not ducted Room: Small Closet Requirements: " Air gap under door equal to 18 in (0.75" clearance). " Louver must be located the same height on door as the air exhaust on heater. " Heater air exhaust must be positioned towards louver within one foot of door. Heater: Ducted with inlet OR outlet duct Room size: Any size room Requirements: Air gap under door equal to 18 in (0.75" clearance) 75 12" Max Door Heater: Ducted with inlet AND outlet duct Room size: Any size room Requirements: No additional ventilation needed. 0 • F004 40;) •� RES U B Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 8/25/2022 SHEET: FILTER FENCE STANDARD DETAIL i!9m2 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS `WIRE MESH FENCE 0 / TO SUPPORT FILTER I FABRIC N \ \ \ \ \ \ \ io I BURY BOTTOM OF FILTER cl MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 189�j APPROVED BY: R. ENGLISH E R - 9 00 9-3 CONSTRUCTION ENTRANCE STANDARD DETAIL FILTER SOCK STANDARD DETAIL SIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP 7 PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL FS t . 189� APPROVED BY: R. ENGLISH E R - 9 02 _LS A TH IN DE FULL WIDTH GRESS/EGRESS 11ar11 rel1 *3 O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 ■ PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 189 APPROVED BY: R. ENGLISH E R - 9 01 0 •� I •PE04 RES U B Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 8/25/2022 SHEET: 014