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SEE REV1 APPROVED PLN BLD RESUB 1-BLD2022-1293+Architectural_Plan+3.8.2023_9.48.52_AM+34084301.The construction project involves demolition of a significant portion of the existing structure. Please E . � be aware that structures that are demolished to the — — — — — — — — — — — — — — — — — — — — — — — — — — — i i C s� 0 level that meets or exceeds 75% of the replacement \ 30405H 30405H / I I I oD O � 0 Q cost of the structure will not be allowed by city code i `\ � o to be rebuilt f except to full -on standards or new p /' I `\ ,' �Q construction. Reference Edmonds Community I ` ' I o � C) � Q (N) FLOOR ABV Development Code section 19.00.045. � w --- --------------- ------------- ----------------------------------- ------------------ _ — / I -� ` ` ` ' �'" \ 3020FX 5020FX 5020L5 5020FX 3020F� 3020FX 50405H \ \ / I coCM OBTAIN ELECTRICAL N CD PERMIT FROM Ln `\ I I STATE LABOR & I o `\ _ E B ;() _ �\ (E) G�RAOE I o a 10 INDUSTRIES I (E)PED 1 �I (E) BED 2 \ \ I ( )LND E )BREEZEWAY `\ m \ 11168 2468 O BE GONVE ED / �\ �\ �\ ALL WORK SUBJECT // \ PAGE F - -- --- \ \ \ TO FIELD � - 2668- --------- INSPECTION FOR I `\ `\ -- -� --- -� 2i568 `\ I O ,' CODE COMPLIANCE L (D N O — — — — — — — — ---- Q 00 ` `\ I `\ (E) LIVIN* RM (E) DINING APPROVEDI \ (E) KITCHEN �(E) MUD RM � I 160�0 \ \ \ I `r- II �� U_ a � _----------- a 0 MUST BE 00 LU ON JOB SITEPLANS ' / IL \ 6040FX 502115H 4040L5 -- 50405H X LID// (E) NTRY m �\-------- - - - - (N) COVERED PORCH LOCATION i— 2468--_---- —I— I I 8050FX \ \ I I� \I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING FLOOR PLAN (D Scale: 1/4" = 1'0"LU % J H H APPROVED BY PLANNING w (n I a X n_ft1a— C� w Mar 08 2023 4 : 12 4 : 12 4 : 12 4 : 12 8050FX 4040FX 502g5H 4040L5 30405H _ Ti- L �160-►0� MFN�ER E:::= RESUB A I Mar 08 2023 Plumbing is not included as part of this permit. Please apply for CITY MONDS DEVELOPMENT SERVICES RTT MENT DEPARTMENT B Dt a separate plumbing permit via MBP. AMERICAN INSTI'1`L7T`E of BUILDING DESIGN EXISTING WEST ELEVATION City Of Edmonds FILE NUMBER: Scale: 1/4" = 1'0" Building Department 22-016 Work REVISIONS ADDITION/REMODEL THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN Address 18909 94TH AVE W REV1 CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 REV2 Owner LRIV CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE REV3 Approved Date 03/08/2023 REV4 MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH SCALE: 1/4 if = 1 10" VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO REV5 PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT Erg FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. Building Official Permit Number BLD2022-1293 CONTRACTOR CONTRACTOR SHALL RNOT FY THE DESIGNER AND STRIFY ALL EXISTING AND FINISH O CTURAnLS SHEET #: ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED MAIN FLOOR NOTES: • 2018 IRC AND 2018 WSEC • ALL BMS. & HDRS. PER ENGINEER • TYP. PLATE HEIGHT SHALL BE T-9" A.F.F. (U.N.O.) (MATCH EXISTING) • SOLID BLOCKING OVERALL SUPPORTS. • FIRE BLOCKING PLUMBI ETRATIONS. • W OBE F.F. (U. • ALL NEW EXTERIOR WALLS TO BE 2 UX 6 @ 16" O.C., (U.O.N). 0 • CO =CARBON MONOXIDE ALARM • SMOKE DETECTORS TO BE HOT WIRED W/BATTERY BACKUP SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS • ALL CLOSET/STORAGE SPACE UNDER STAIRS SHOULD BE COVERED W/ 5/8" TYPE 'X' G.W.B. IF STRINGER SPACING IS MORE THEN 16" O.C. THAN TWO LAYERS OF 5/8" TYPE 'X' ARE REQ'D ON LID. • HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING AND GUARDRAILS TO BE 36" ABOVE FINISHED FLOOR (U.O.N.) • INSTALL FIREPLACE(S) PER MANUFACTURER SPECIFICATIONS. • DOOR BETWEEN HOUSE & GARAGE TO BE SOLID WOOD DOOR. (MIN. 1 3/8" THK), OR 20-MINUTE DIRE RATED DOOR. • ''/i' GYPSUM BOARD ON ALL WALLS AND POSTS. USE 5/8" TYPE 'X' GYPSUM WALL BOARD ON CEILING WHEN GARAGE IS BENEATH HABITABLE ROOMS. • ALL SKYLIGHTS TO BE 2 X 4,2 X 6 OR 4 X 4 WITH LAMINATED SAFETY GLASS, WITH A MIN. .015 INCH POLYVINYL BUTYAL INTER LAYER FOR GLASS PANES 16 SQUARE FEET OR LESS AND IN AN AREA LOCATED SUCH THAT THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12 FEET ABOVE A WALKING SURFACE OR OTHER ACCESSIBLE AREA. FOR HIGHER OR LARGER SIZES, THE MIN. INTERLAYER THICKNESS SHALL BE 0.030 INCH. • ALL INTERIOR BEARING WALL TO BE 2 X 4 STUDS @ 16" O.C., U.O.N. • 2 X 8 BLOCK @ 51" FOR THERMOSTAT. • VENT ALL FANS AND DRYERS TO THE OUTSIDE AS REQ'D. • USE (2) 2 X 6 HF #2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 HF #2 COLUMNS AT ALL BEAMS, U.O.N. • TEMPERED SAFETY GLASS TO BE USED IN ALL WINDOWS AS FOLLOWS: GLAZED FRENCH DOORS, WINDOWS AT TUBS OR SHOWERS, WINDOWS WITHIN 5' OF STAIR LANDINGS & LESS THAN 60" ABOVE STAIRS, AND WINDOWS WITHIN 24" OF DOORS. • STAIRWAY ILLUMINATION SWITCHING MUST BE PROVIDED AT THE TOP AND BOTTOM OF STAIRWAY LIGHTING. • LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH - EFFICIENCY LAMPS. 2018 WSEC R404.1 86 R314.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor temperatures and humidity shall be installed in new garages that are attached to or located under new and existing dwellings. Heat detectors and heat alarms shall be installed in a central location and in accordance with the manufacturer's instructions. • all recessed lighting fixtures shall be IC rated and sealed to the finished surface. (WSEC R402.4.5) • access doors to the attic and crawl space shall be weatherstripped and insulated to the equivalent level as the surrounding surfaces. (WSEC R402.2.4) 1. HOT WATER HEATER PER 87 NAECA, IF WATER HEATER IS NONRIGID WATER CONNECTION AND IS OVER 4' IN HEIGHT, IT SHOULD BE ANCHORED OR STRAPPED AS REQ'D FOR SEISMIC. 2. HEAT ELEMENTS TO BE 18" ABOVE CONCRETE SLAB. 3. DOOR BETWEEN HOUSE & GARAGE TO BE SOLID WOOD DOOR (MIN. 1 3/8" THK), SOLID OR HONEYCOMB CORE STEEL (MIN. 1 3/8" THK), OR 20-MINUTE DIRE RATED DOOR. 4. 18" X 24" CRAWL SPACE ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R-30 INSUL. & SHOULD BE WEATHER-STRIPPED. 5. 22" X 30" ATTIC ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R-49 INSUL. & SHOULD BE WEATHER-STRIPPED. 3LUMBING NOTES: • FIREBLOCK BETWEEN STUDS. • LIMIT SHOWER FLOW AND LAVATORY FAUCETS TO 2.5 G.P.M. • LIMIT WATER CLOSETS TO 1.6 G.P.F. • INSTALL THERMOSTATIC WATER TEMPERATURE LIMITING DEVICE PER MANUFACTURERS RECOMMENDATIONS. • WALLS SHALL BE WATERPROOF TO MIN. 70" ABOVE DRAIN INLET. • ALL GLAZING INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET TO BE SAFETY GLASS. • HOT WATER PIPING SHALL BE INSULATED WITH A MINIMUM R-3 PIPE INSULATION • AIR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS. (WSEC TABLE R402.4.1.1) • ALL WATER CLOSETS SHALL BE PROVIDED WITH 15" MINIMUM CLEARANCE MEASURED FROM THE CENTERLINE TO ALL WALLS, SINKS, SHOWERS, ETC. UPC 402.5 • ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS TO BE EXAMINED AND ALTERED AS REQUIRED PER CHANGE. • ALL ANGLED WALLS TO BE 45 DEGREE ANGLE, U.O.N. CARBON MONOXIDE: For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling and in accordance with the manufacturer's recommendations. Alarms shall be listed as complying with UL 2034. FUEL NORMALIZATION CREDITS SYSTEM 2 - 1 CREDIT For an initial heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS 3.2 - 1 CREDIT Air -source centrally ducted heat pump with minimum HSPF of 9.5. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 5. EFFICIENT WATER HEATING OPTIONS 5.3 - 1 CREDIT Water heating system shall include one of the following: Energy Star rated gas or propane water heater with a minimum UEF of 0.91 0 d3 Q 0 2-0" 4'-0 1 /2" 14'-3 1 /2" T-2 1 /2" (EGRE55) 2-6 1 /2" 1'-5 1 /2" 3'4" 4'-1 1 /2" LINE OF FLOOR ABV.-- — mLn o X LL 0 0 m X (E) BED 4 L o � - m 1905 r m (E) LIVING RM EXISTING GA5 FIREPLACE TO REMAIN (VERIFY) 5050FX w>I zmlLL< OVI wC3 zJ 7 it (E) ENTRY 2465 2'-0" 11'4" 3'-6" oT I b'-8 1 /2" 3'-51, �� 3'-3 1 /2" 14'-10 1 /2" 14'-5" 12-1 1 /2" HEATPUMP w/ MIN. H5PF 9.5 GONG. STOOP 1 '-9 1 /2" T.5.6.F N vT.S.G 12 �I III 10I V.T.O.5. 2 F.T.0.5. `� I I �I III UP 5 TYfP 50 GFM `n 50 GFM I I m I III I 10 Ln 1(E) BAD (N) PND — — — 2668 o � 50 `V REMOVE WALL (E) DINING 5'-5" 20'-0" 2'-10" 2'-7 6-5 1/2" 1' 1" 6-5 1/2" 50405H 30405H EDGE ROOF TOP �I DECK ABV. (10' FROM PROPERTY LINE) HATCHED AREA 5H01^15 EXISTING 108 5.F. BREEZEWAY ENGLO5ED AND CONVERTED TO CONDITIONED 5PAGE (E) GARAGE i� O HEAT DETECTOR 1NA5HER DRYER V.T.O.5. 4040L5 — — 16010 6-0" 2' 0" I r i- 6040FX I 40300G 40300G 403 DG I o ry C\ ------I-----------------� LINE OF FLOOR ABV. r 3'-9 1/2" W H cv �R— — — ::1 = m — LovE (E) 2668 668 2 8 DUGT D RHE MIN. HYBRID UEF 5.15 GLE ANC_ XE50T10H45U0 w/ 5E15MIG 5TRAP5 INSTALL PER MANUF. 0 50/GO 5PEGIFIGATIONS I 2668 I I I I REMOVE (E) I — I — — — � 1^l I — L__L_ _J — — — — — — — — — — RANGE V.T.O.5. m 400 GFM MAX Li N I I I I I LL - _J_ --L - - - -J n KITCHEN m II TYP I I F_ -Ti- I LINE OF (N) COVERED PORCH o �DEGKABV. (25q S.F.) -- —— 12'-0" 1 6 12'-0" 1 6 11'-4 1 /2" 16-10 1 /2" MAIN FLOOR PLAN (108 S.F. NEW) Scale: 1/4" = 1'0" SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE SQUARE FOOTAGE SUMMARY: (E) MAIN FLOOR = 1275 S.F. (N) MAIN FLOOR = 108 S.F. (N) UPPER FLOOR = 1202 S.F. TOTAL = 2585 S.F. (N) DECK o/ GARAGE = 363 S.F. (E) GARAGE = 520 S.F. SHADED AREA 5H01^1 = EXISTING FOOTPRINT/ REMODELED AREA BUILDING CODES: Proposed single family dwelling addition/remodel shall conform to the following codes: • 2018 International Building Code • 2018 International Residential Code • 2018 Uniform Plumbing Code • 2018 Washington State Energy Code • 2018 Washington State Amendments I� 4'-1 3/161, m m t7 m w z J w O 'EGDG 11.115.020, a parking space that is designed and constructed to include a fully wired circuit with a Level II or Level III electric vehicle charging receptacle outlet or termination point, including conduit and wiring and the electrical service capacity necessary to serve the receptacle, that allows for future installation of an electrical vehicle charging station. WAR RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. r E o U • rwn C CA � 2) CN M -0 o ID Q OO ' o M -0 N C Q C) Q S. J (D Q O3 �� 3 > W Q00 � 00 M M 00 LO N N O M N M W re Z O 0- Q N N OM W 0 LL N + U) Z a O co W MEMBER A I AMERICAN INSTI'1`L7T`E of BUILDING DESIGN FILE NUMBER: 22-016 DATE: 3/7/2023 SCALE: 1 /4" = 110" SHEET #: 2 © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATI, ND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED E O / U • rwnC 2) CA UPPER FLOOR NOTES: � N o m • 2018 IRC AND 2018 WSEC � • ALL BMS. & HDRS. PER ENGINEER Y • TYP. PLATE HEIGHT SHALL BE10'-0" A.F.F. (U.N.O.) L1 O O t • SOLID BLOCKING OVERALL SUPPORTS. > O • FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. • TOP WINDOWS TO BEAT 8'-0" A.F.F. (U.N.O.) W/ E • ALL EXTERIOR WALLS TO BE 2 X 6 @ 16" O.C., (U.O.N). • SD =SMOKE DETECTOR N C i 0 64' 10" 10' 1 3/ 16" • CO = CARBON MONOXIDE ALARM Q O Q J O • SMOKE DETECTORS TO BE HOT WIRED W/BATTERY BACKUP SMOKE DETECTORS 2' 4 1 /2" 5-5 2' 4 1 /2" 10'-1 1/2' 1q'-4 -- TO BE AUDIBLE IN ALL BEDROOMS •ALL CLOSET/STORAGE SPACE UNDER STAIRS SHOULD BE COVERED W/ 5/8" TYPE 'X' 11'-1 1/2" 1/2" 1/2" 14'-0" b' 0" w Z -0 0 — J r_U 3 G.W.B. IF STRINGER SPACING IS MORE THEN 16" O.C. THAN TWO LAYERS OF 5/8" 3 > W TYPE `X'ARE REQ'D ON LID. 2' 11 1 /2" 2' 6" 5' 0" 5'-1 1 /2" 4' 10 1 /4" q' 8" 4'-10 1 /4" -O • HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING AND GUARDRAILS TO BE 36" w ABOVE FINISHED FLOOR (U.O.N.)00 p U �" M6 • INSTALL FIREPLACE(S) PER MANUFACTURER SPECIFICATIONS. • DOOR BETWEEN HOUSE &GARAGE TO BE SOLID WOOD DOOR. (MIN. 1 3/8" THK), OR 20-MINUTE DIRE RATED DOOR. r__ LO • ''/2' GYPSUM BOARD ON ALL WALLS AND POSTS. USE 5/8" TYPE 'X' GYPSUM WALL 5GUPPER w/ OVERFLOW N (6 N BOARD ON CEILING WHEN GARAGE IS BENEATH HABITABLE ROOMS. 36" 1NALL — p pp N • ALL SKYLIGHTS T BE X 4, X R 4 X 4 WITH LAMINATED SAFETY LA WITH A — — — — M MIN. .015 INCH POLYVINYL BUTYAL INTER LAYER FOR GLASS PANES 16 SQUARE LU FEET OR LESS AND IN AN AREA LOCATED SUCH THAT THE HIGHEST POINT OF z GLASS IS NOT MORE THAN 12 FEET ABOVE A WALKING SURFACE OR OTHER o 0 ACCESSIBLE AREA. FOR HIGHER OR LARGER SIZES, THE MIN. INTERLAYER THICKNESS SHALL BE 0.030 INCH. SLOPE a • ALL INTERIOR BEARING WALL TO BE 2 X 4 STUDS @ 16" O.C., U.O.N. • 2 X 8 BLOCK @ 51" FOR THERMOSTAT. • VENT ALL FANS AND DRYERS TO THE OUTSIDE AS REQ'D. • USE (2) 2 X 6 HF #2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 HF #2 COLUMNS AT ALL BEAMS, U.O.N. 401 6L5 T.S.G. 1 3 • TEMPERED SAFETY GLASS TO BE USED IN ALL WINDOWS AS FOLLOWS: GLAZED 1IU 0 10 FRENCH DOORS, WINDOWS AT TUBS OR SHOWERS, WINDOWS WITHIN 5' OF STAIR (EGRE55, o 0 ry + TYP 1 LANDINGS & LESS THAN 60" ABOVE STAIRS, AND WINDOWS WITHIN 24" OF DOORS. TUB/5Hl^1R 6040FX 6040L5 z • STAIRWAY ILLUMINATION SWITCHING MUST BE PROVIDED AT THE TOP AND BOTTOM EDGE OF NEl^1 OF STAIRWAY LIGHTING. DECK 10' FROM • LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 90 PERCENT OF \ PROPERTY LINE XLU PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH- FAN o w m � EFFICIENCY LAMPS. 2018 WSEC R404.1 t7 � T.0.5. `f' m O k5 8. R314.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor 0 GFM LL temperatures and humidity shall be installed in new garages that are attached to or located — — BED 3 a under new and existing dwellings. Heat detectors and heat alarms shall be installed in a I �' 2 w p Q O central location and in accordance with the manufacturer's instructions. • all recessed lighting fixtures shall be IC rated and sealed to the finished surface. (WSEC m BED 2 I 10 36" OPEN RAIL ° `~ ^' ^^,, ` V R402.4.5) A I DECK A W • access doors to the attic and crawl space shall be weatherstripped and insulated to the equivalent level as the surrounding surfaces. (WSEC R402.2.4) I t I -ON LOFT 363 5. F.co Q N I 1. HOT WATER HEATER PER 87 NAECA, IF WATER HEATER IS NONRIGID WATER o V I ry 5 3'-q 1/2" 16' 3 q/161, T 0 CONNECTION AND IS OVER 4' IN HEIGHT, IT SHOULD BE ANCHORED OR STRAPPED 10 w 0 = ° O �, w Q A--+ (n AS REQ'D FOR SEISMIC. 5p 2668 2668 _ ° Z 2. HEAT ELEMENTS TO BE 18" ABOVE CONCRETE SLAB. m 22"x301 `n in I J 3. DOOR BETWEEN HOUSE & GARAGE TO BE SOLID WOOD DOOR (MIN. 1 3/8" THK), N 50/GO m SOLID OR HONEYCOMB CORE STEEL (MIN. 1 3/8" THK), OR 20 MINUTE DIRE RATED 3'-1" 5'-4 1/2" 12'-0 1/2" fl 20'-1 1/16" I O DOOR. cv AGGES `p L 4. 18" X 24" CRAWL SPACE ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R-30 - Q 36" 1NALL O INSUL. & SHOULD BE WEATHER-STRIPPED. 5. 22" X 30" ATTIC ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R 49 INSUL. & 605 FX 5068 SLOPE SHOULD BE WEATHER-STRIPPED. ry gp " •' I I "" N co1 1 1 L.LI $ N 5. 3'-8" b'-10" m 50 FM 5GUPPER w/ PLUMBING NOTES: 266a 56" GLASS RAILING —OVERFLOW 10'-1 1/2" b'-3 1/2" • FIREBLOCK BETWEEN STUDS. PER MANUF. DRAIN TO • LIMIT SHOWER FLOW AND LAVATORY FAUCETS TO 2.5 G.P.M. d' • LIMIT WATER CLOSETS TO 1.6 G.P.F. o MST B ry • INSTALL THERMOSTATIC WATER TEMPERATURE LIMITING DEVICE PER ry MANUFACTURERS RECOMMENDATIONS. i- • WALLS SHALL BE WATERPROOF TO MIN. 70" ABOVE DRAIN INLET. FAN m •ALL GLAZING INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET TO BE SAFETY `� M5T BED V.T.O.5. GLASS. 50 GFM L o • HOT WATER PIPING SHALL BE INSULATED WITH A MINIMUM R-3 PIPE INSULATION cv o r- • AIR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS u� AND TUBS. (WSEC TABLE R402.4.1.1) *ALL WATER CLOSETS SHALL BE PROVIDED WITH 15" MINIMUM CLEARANCE MEASURED FROM THE CENTERLINE TO ALL WALLS, SINKS, SHOWERS, ETC. UPC `p 402.5 X5HER =EBI' SPECIAL NOTES: 502 FX ry • ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS TO BE EXAMINED 17 O AND ALTERED AS REQUIRED PER CHANGE. • ALL ANGLED WALLS TO BE 45 DEGREE ANGLE, U.O.N. (EGRE55) 17 O G 3680FX 36b05G 605 FX T.5.6. J Z L" L _ CARBON MONOXIDE: D ::56" p LU O For new construction, an approved carbon monoxide alarm shall be installed outside of each pp separate sleeping area in the immediate vicinity of the bedrooms in dwellingunits and on eachPER p p g y 5 Y�IATER PROOF ING N CONTRACTOR 5GUPPER w/ 2' 10 1/16" 4' b 1/2" 5' 0" J level of the dwelling and in accordance the manufacturer's recommendations. Alarms shall RAIL OVERFLOI^1 W- with be listed as complying with UL 2034. 12" PARAPET w/ LU 0— 0 24" RAILING Q ^ 2' -"I 1 /2" 12'-8" 2'-2" a L.L Q 1 T-5 1/2" T-4" q'-b 1 /2" 6'-3 11161, 13'-8 15/16" 64'-10" W Z NEW UPPER FLOOR ADDITON (1202 S.F. NEW) Scale: 1/4" = 1'0" SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE MEMBER RESUB A I Mar 08 2023 CITY E DEVELOPMENT SERVICES BjDt DEPARTMENT AMERICAN INSTI'1`L7T`E of BUILDING DESIGN FILE NUMBER: 22-016 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1 10" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 3 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED o U • �� C 2) � N � -0 U M Y C O bJ) L Y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - l/ QJ V/ •^�y\ ^� L r� J 16'-101/2" c� Q p (n 2i y � W 2-0" 4'-0 1/2" 44'4" b' b" 20'-0" p 7� ? Q x 00 M O — — — — — — — — — — — — — — — — — — — — — �j 1 IF� ---——————————— — — — — —I N �N 1F O M 1 I I (E) 5TEMWALL/FTG. I I LLJ 1 (VERIFY) Z 1 1 1 1 I I I I I o a 1 I 1 I I I I (2) #4x18" DOVIEL5 NEW TO (E) FTG5. & (1) #4x18" @ 10" O.G. NEW 1 1 TO (E) 5TEM WALL, DRILL & 1 1 NEW FND EPDXY wl IP50 P 1 I EMBED MIN.4INTO (E) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GONG. PER MANUFAGTURER5 — = 1 RECOMMENDATIONS. 1 1 1 1 r-------------------- (E)GRAWL - S T I \ 1 1 1 1 (E) 5TEMWALL/FTG. I I (VERIFY) (TYPICAL) I I ACCESS 3' 6" ESL m 9'-6 1/2" I I I I r II II I (E) 5LA13 ON 1 1 GRADE I I > > p L — ENGINEER LEDGER PER — — — — — — —I 1 `� ry A � ^, W 0 > OUT 30"x18"ACGE55 CoGUT I I II I I I Q IN 1 I I I I I FOUNDATION w/ (2) 2x10 @ 16PO.G.5T5 I I I I 0 1 I I J L_ J P.T. HDR 1 1 I� I GRAM 5PAGE 1 1 I LL A-0 U) 1 _ 'VI5QUEEN' Z I -10" 4'-0" r r— 1 5'-2" 5'-b" 5'-b" 5'-6" 5'-b" 4' 4"�C 2' 0" 6 r r r— r— r- 1 I II I 6 MIL BLAGK VAPOR 1 1 I BARRIER OVER ENTIRE GRAWL 5PAGE II I I I J O 1 a 1 I II I (e) GONG. 1 1 p 1 I ___ r J L— —J L — -i 0, � I ct- L — � L— � L— � L— � 0J —J L— � p- I I �P05T/FOOTING I SLAB. BARRIEDD 6 L. I I VAPOR BARRIER o/ 5LA6 I I p 1 1 1 QC� BRGIFYYgALL/ADBOVE NDER Q°�� I I II I w/ R-10 RIGID INSULATION 1 1 Co' t ' 1 PER ENGINEER W (TYPICAL) I I II I I �LL/FTG. (VERIFY) r dJI 1 cv 1 1 m 1 L- — — — — — — — — — — — — — — — (2) #4x18" DOWEL5 NEW TO (E) (E)GRAM 5FAGE 1 1 FT65.&(1)#4x18"@10"O.G.NEW 1 �— -- — — — — — — — — — — — — — — — — — — — — 1 NEW FND I EPDXY w/ 51MP5ON 5ET22XP 1 1 1 1 J EMBED MIN. 4 1/2" INTO (E) 1 6-0" 20' 0" PER 1 I I ION5GTURERS REGOMMENDATNG. 1 I I (E) STEM HALL/FTG. 1 1 '- 1 I t_ — (VERIFY) (TYPIGAL) 1 1 1 �I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0O 1 I I I --------------------------------- °� ' SEE STRUCTURAL n 1 1 (E) 5TEMWALL/FTG. 1 (VERIFY) (TYPICAL) DESIGN SHEET S01 .. 1 I I t- Z — — — Z L ---------- H 1 = -----------� I I I ---- ,I �P� e°� e°� uu _ 0 L.L 13'-6" 13'-6" 13'-3 1/2" 19'-9" 1 Z I I � O 2-0" 11'4" 3' 6" 34'-0 1/2" 26-0" LL 1 16-10 1/2" 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------J FOUNDATION PLAN / FLOOR FRAMING FOUNDATION NOTES: Scale: 1/4" = 1'0" MEMBER SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN • 6 MIL. BLACK VAPOR BARRIER OVER ENTIRE CRAWLAREA. 18" MIN. CLEARANCE UNDER FLOOR JOISTS. IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE RES U B • SOLID BLOCKING OVER SUPPORTS. A I- • ALL FIGS. TO BEAR ON UNDISTURBED SOIL MIN. 1500 LBS. P.S.F. Mar �$ ZO23 * FOUNDATION STEEL PER DETAIL, SEE DTL. & SHEAR SHEETS, AS REQ'D. • 4 X 6 POSTS TYPICAL AT ALL BEAM SPLICES. CITY OF EDMONDS DEVELOPMENT SERVICES D • ALL BEAMS TO BE 4 X 10 D.F. #2 UNLESS NOTED OTHERWISE. DEPARTMENT • ALL METAL HARDWARE USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE SIMPSON Z-MAX R OR HDG GRADE ZINK COATING. • 6" GRADE FALL AWAY FROM THE STRUCTURE IN THE FIRST 10'. AMERICAN INSTITUTE of • "INSTALL 4" MINIMUM SCHEDULE 40 PVC PERFORATED PIPE PLACED ON A MINIMUM OF 2 INCHES OF WASHED BUILDING DESIGN GRAVEL OR CRUSHED ROCK NOT LESS THAN ONE SIEVE SIZE LARGER THAN THE PERFORATION OPENING AND COVERED WITH NOT LESS THAN 6 INCHES OF THE SAME MATERIAL EXTENDING 12" BEYOND THE PIPING ENCLOSED BY FILTER FABRIC CONNECT TO PLAT STORM SEWER STUB VIA GRAVITY CONNECTION. IRC R405.1 • INSTALL 4" MINIMUM SCHEDULE 40 PVC TIGHT -LINE TO STORM DRAIN STUB. IF COMBINING THE FOOTING FILE NUMBER: DRAIN, THE CONNECTION IS REQUIRED TO HAVE A 12" VERTICAL SEPARATION WITH THE FOOTING DRAIN CONNECTING ABOVE THE STORM DRAIN PIPING CONNECT TO PLAT STORM SEWER STUB VIA GRAVITY ��-016 CONNECTION. • INSTALL 4" MINIMUM SCHEDULE 40 PVC TIGHT -LINE TO STORM SEWER STUB VIA GRAVITY CONNECTION THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1/4 if = 1 ,O" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 4 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED E to Q U VJ �) 0) � N N O7 Cv 00 U O) —I (B Q Q 7� — — — — — — — — — — — — — — — — — — — C/) y > W �y x CO co co 7-& rl-LO N ' N (DOco N , W z O e a_ ww V�w BALLOON FRAME Q V' ALL mw P.T. JST5 , BEAM PER PER ENGINEER ENGINEER A \W p / BEAM PER '- M�y� Q w ENGINEER O U) N =:LLa p E p , 00 W �DW W =Z �Z WW LU �W Z �W W Z In W Z - - - -- Q 0. SEE STRUCTURAL P.T. JST5 PER DESIGN SHEET S02 LL ENGINEER W - w p 0 a a J II II ui 0- 0- UPPER FLOOR FRAMING Scale: 1 /4" = 1'0" MEMBER SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE RES U B A 0 Mar 08 2023 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT D.. R AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: 22-016 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1'0" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 5 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED o U • P�"� C 2) � N � -0 TRUSS CONSTRUCTION NOTES: • ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. `� oo > � • ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS y � SPECIFICATIONS. v VJ bJ) • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BLDG. INLET U DEPT. APPROVAL OR ENGINEERING CALCS. � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ �n - U L • ALL TRUSSES SHALL HAVE DESIGN DETAILS &DRAWINGS ON SITE FOR FRAMING INSPECTION. iii---iii Q Li • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN � Q GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER. O ' = U • SEALED CALCULATION SHALL BE SUBMITTED AND STAMPED BYAN IDS U (D W ENGINEER REGISTERED IN THE STATE OF WASHINGTON. • ALL NON -BEARING WALLS SHALL BE HELD AWAY FROM TRUSS BOTTOM > O Q CHORD WITH AN APPROVED FASTENER TO INSURE NON -BEARING OF y TRUSS ON WALL. • SPECIFIED APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TURSSES TO THE MAIN GIRDER AS REQ'D. I A0 op M - - - - - - - - Ln ROOF FRAMING NOTES: I - - - - - - - - N N CD CD • VENTED BLOCKING OVER SUPPORTS. I I 00 M N • STANDARD ROOF OVERHANGS TO BE 30", ADJUST AS NEEDED @ UN- 50" OVERHANG5 L////, W EQUAL PITCHES. (TYPICAL) z • ROOF PITCHES TO BE 3 1/4 / 12 U.N.O. I I O • TRUSSES & RAFTERS SHALL BE @ 24" O.C. UNLESS OTHERWISE INSTALL ICE & 1NATER SHIELDNOTE: _ W NOTED. • ATALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW VALVE IS OVER ROOF SHEATHING @ ROOF5 I I UNDER 4/12 PITCH REQUIRED AT 2" ABOVE THE DRAIN FLOW -LINE ON A SEPARATE DRAIN \ / 05 LINE. \ / OVERFRAMING: ALL OVERFRAMING MEMBERS 2X8 @ 24" O.C., BRACE DOWN TO FRAMING BELOW @ 48" O.C. & CONNECT W/ (2) 16d TO EACH RAFTER/POST/VALLEY/ \ wzt RIDGE, ETC. s _J I II I i I I -- EX15TINO / t /. LON ROOF W / TO REMAIN \ ' / / (FIELD VERIFY) ATTIC VENTILATION: (UPPER ROOF) \ 31/ : 1 I I I I I W / PER 2018 IRC R806.2 I I - O EACH AF-50 ROOF VENT EQUALS .277 SQ FEET OF NET VENTILATION. 3 1 : 12 — — - — —� / / / \ _ �' _ I / I I v / T> / _ ROOF TOP DECK A ^, N W O l EACH BIRD BLOCK PROVIDES S FEET OF NET VENTILATION. / p I I00 1 .05 EACH LINEAR FOOT OF RIDGE VENT EQUALS .125 SQ FEET OF NET VENTILATION. V'^J PROVIDE NOT LESS THAN 40%AND NOT MORE THAN 50% OF REQ'D VENTILATING BY I / I \ I I I I I I I R GARAGE ROOF FRAMING O U� VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED (AT LEAST 36" ABOVE EAVE OR CORNICE VENTS). / ry ' / _ I / (VERIFY) N EAVE BLOCKING _ _ I 22"x30" _ I I Z ROOF AREA = 1253 , / / / `n lj IATTIG I / / Q a O 1253 / 300 = 4.1 OF NET FREE VENTILATION REQ'D AGGES L J VENTILATION I GIRDER TRU5 / _ 20 LF RIDGE VENT = 2.5 SQ FT. 4-VENT BLOCK I 33 1/4 W W 32 BIRD BLOCKING = 2.5 SQ FT. (4) 2"- HOLES (.08 Sa FT EA.) cv / \ TOTAL VENTILATION = 5.0 SQ.FT. OF NET VENTILATION = 4 : 12 ATTIC VENTILATION: (GARAGE ROOF) / \ PER 2018 IRC R806.2 GRIGIKET — — — — II, — 05 / \ _ GIRDER TRU55 T T EACH AF-50 ROOF VENT EQUALS .277 SQ FEET OF NET VENTILATION. 3 1/4 : 12 / \ EACH BIRD BLOCK PROVIDES .05 SQ FEET OF NET VENTILATION. I I HIP MA5TERI III — / HIP MA5TER� — cv — \ \ I \ I \ I I I N\ EACH LINEAR FOOT OF RIDGE VENT EQUALS .125 SQ FEET OF NET VENTILATION. EX15T1 NG 31/ PROVIDE NOT LESS THAN 40%AND NOT MORE THAN 50% OF RVENTILATING BY EQ'D I IC1,11 � VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED (AT LON ROOF LEAST 36" ABOVE EAVE OR CORNICE VENTS). EAVE BLOCKING I I I TO REMAIN ROOF Al 283S.F. L _ 283 / 300 = OF NET FREE VENTILATION REQ'D I11 (FIELD VERIFY) .94 VENTILATION o o 0 I 5 LF RIDGE VENT = .5 SQ FT. 4-VENT BLOGK I — — \ \ L 8 BIRD BLOCKING = .6 SQ FT. (4) 2"- HOLES L _ (.08 5a FT EA.) TOTAL VENTILATION = 1.1 SQ.FT. OF NET VENTILATION HIP P1,A5TER \ 1� SEE STRUCTURAL r n (D \ 4_ � DESIGN SHEET S03 ATTIC VENTILATION: (LOW ROOF) _ _ I`f/ di z PER 2018 IRC R806.2 D5 DECK \ ~ EACH AF-50 ROOF VENT EQUALS .277 SQ FEET OF NET VENTILATION. EACH BIRD BLOCK PROVIDES .05 SQ FEET OF NET VENTILATION. \ Q EACH LINEAR FOOT OF RIDGE VENT EQUALS .125 SQ FEET OF NET VENTILATION. II I \ ri LL PROVIDE NOT LESS THAN 40%AND NOT MORE THAN 50% OF REQ'D VENTILATING BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED (AT D5 05 LEAST 36" ABOVE EAVE OR CORNICE VENTS). EAVE BLOCKINGI TOTAL EXI5TING ROOF AREA = 2,524 5.F. DOVIN5POUT5 INTO 015TINGTIGHT LINE O ROOF AREA = 406 S.F. TOTAL PROP05ED ROOF AREA = 2,155 5.F. NEl^1 ROOF AREA = 25,15.F. O 406 / 300 = 1.4 OF NET FREE VENTILATION REQ'D ° VENTILATION I 6 LF RIDGE VENT = .7 SQ FT. 4-VENT BLOGK 9 BIRD BLOCKING = .7 SQ FT. (4) 2"- HOLES L (.05 5a FT EA.) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOTAL VENTILATION = 1.4 SQ.FT. OF NET VENTILATION ROOF FRAMING PLAN ATTIC VENTILATION: (PORCH ROOF) PER 2018IRC R806.2 _ " 1.The construction project involves demolition of a - Scale: 1/4„1,0 MEMBER EACH AF-50 ROOF VENT EQUALS .277 SQ FEET OF NET VENTILATION. SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN significant portion of the existing structure. Please EACH BIRD BLOCK PROVIDES .05 SQ FEET OF NET VENTILATION. IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE RESU B A EACH LINEAR FOOT OF RIDGE VENT EQUALS .125 SQ FEET OF NET VENTILATION. be aware that structures that are demolished to the Mar 082023 PROVIDE NOT LESS THAN 40%AND NOT MORE THAN 50% OF REQ'D VENTILATING BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED (AT LEAST 36" ABOVE EAVE OR CORNICE VENTS). level that meets o r exceeds 7 5 % of the replacement CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BD EAVE BLOCKING ROOF AREA = 161 S.F. cost of the structure will not be allowed by city code R AMERICAN INSTITUTE of BUILDING DESIGN 161 / 300 = .5 OF NET FREE VENTILATION REQ'D o o a VENTILATION to be rebuilt except to full -on standards for new FILE NUMBER: 6LF RIDGE VENT = 44ENTBLOGK construction. Reference Edmonds Community .7SQFT. 9 BIRD BLOCKING = .7 SQ FT. (4) 2"- HOLES (.0850FTEA.) Development Code section 19.00.045. 22-016 = TOTAL VENTILATION 1.4 SQ.FT. OF NET VENTILATION THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1 10" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 6 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED O U • �� C 2) O m Y L1 >� O Hi hest Ride 298.5' ROOF TRU55E5 S�' PER MANUF. � S.Qj Q O -z: 3 Q w Too of Wall VENTED BLKG (NP) U 294.5' ip/p p� 00 00M 5/5" G.W.B. w CLG. R-49 INSULATION. �6 W ti N LO O o ]E:4�01(==,L5 F6040FX N � � � W 5040L5 6040L5 z o 0 p z o O �56" RAILING 36" WALL o v N 2x6 STUDS @ - 5/4" T&G PLYI^10. o/ P.T. J5T5 w/ WATER PROOF 161, O.G. w/ R-21 NEW T.J.I. J5T5 DECKING/DRAINAGE (E) ROOF IN5UL. PER MANUF. PER CONTRACTOR FRAMING To of 5ubfloor - nd Floor (FIELD VERIFY) 284.5' To of Wall 253.5' o NEW BEAM PER ENO. 3020L5 4030L5 4036L5 I z 6040L5 O (E) LOWER 2x4 WALLS 3068 30405H 30405H N X TO REMAIN w � i (E) GARAGE VIAL > 0 TO REMAIN co 0 � Top of 5ubfloor - 1 st Floor It = LEDGER PER LL 215.1' ENG NEER(E) GONG. SLABIn N Z T�� v T f floor - Foundation 214.4' R -30 INSULATION - LR. J5T5 a J a O PER PLAN (E) 2x FLR. J5T5 (FIELD VERIFY) (E) CRAWL SPACE -- d O E �f (F�ELH ") a - -_ff - - W MM W (E) GONG. SLAB w/ 6 MIL BLACK VAPOR VARRIER & R-10 RIGID INSULATION BUILDING SECTION AScale: 1/4" = 1'0" z 0 U Lii J H �W V ) H W Q z a_ J D m MEMBER RESUB A I Mar 08 2023 CITY E DEVELOPMENT SERVICES DEPARTMENT D.. R AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: 22-016 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1 10" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 7 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED Hi hest Ride n O 298.45' U all t3l 4 : 12 V1 � N 70 Q� 31/4:12 3 1 /4 : 12 r ° C) Too of V lal l 2114.45' 1 bf� 0O 0 O4 y .L 5020FX C Q J o 6050FX / 6050FX (jj 0 3 oN mw 3 > o36805c 5650FX 36505c O 72 Q w N �/ 00 M 006 nd Floor To of 5u284 N N ' 00 N 45' To of 1^lall 4 12 III 4: 12 4: 12 w 253.40' Z a 40300c 4030Dc 6040FX 40300C 404OL5 t— t� 8050FX X w 16010 Top of 5ubfloor - 1 st Floor 215.65' _ _ _ 213.b' AYE. GRADE 13.81' 14.2' FF 213.46' 0 N WEST ELEVATION > o co Scale: 1/4" = 1'0" 0 cy) N U) � -- a Q 0 E 00 w WL n L ........ 11, TT-F l W I 1 LA _ I O SOUTH WEST VIEW J W Q Scale: N.T.5. Q \ WEST VIEW a J Scale: N.T.5. ui - - - MEMBER ESUB A 0 r 08 2023 OFEDMONDS OPMENT SERVICES EPARTMENT B D R AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: - EAST VIEW 22-016 Scale: N.T.5. THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1 10" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. NORTHWEST VIEW CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL Scale: N.T.5. ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 8 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED CU rh Highest Ride 295.5' • �•� //�� C� CA N � 3 1 /4 : 12 Z ° CO 3 1 /4 : 12 o Tor, of Nall 294.5' �� >>� • O V/ y L 4016L5 o C Q J 6040L5 5040L5 ) Q O L6040FX 0 o O ~ (D W z O Q y O x 00 M p �7 N (6 C) 4 : 12 To of 5ubfloor - 2nd Floor M N 284.5' w 4 : 12 To ofVlall Z 253.5' 0 \�� 3020L5 4036L5 4030L5 6040L5 z z 30405H 50405H 3068 X w rL Too of 5ubfloor - 1 st Floor 215.1' 14.43' 14.01 213.8 A E. GRADE 0 N N > O EAST ELEVATION Q 00 Scale: 1 /4"=1'-0" 0 LL Q O m -0 00 W 3 1 /4 : 12 3 1 /4 : 12 3 1 /4 : 12 31/4:12 5020FX ir V ) L E6050 Z 6080 J O W Q 4 : 12 a > L1j 4: 12 4: 12 4 : 12 ,J W 3020FX 3020FX - - 4050FX 3068 30405H ---------------- MEMBER RESUB A 0 NORTH ELEVATION SOUTH ELEVATION Mar 08 2023 CITY EENT SERVICES T SERVICES DEVELOPMENT DEPARTMENT D.. Scale: 1 /4"=1'-0" 5cale: 1 /4"=1'-0" , AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: 22-016 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3/7/2023 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4' = 1 10" FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 9 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED INSTALLTION SEQUENCE WALL SHEATHING WALL FRAMING SILL PAN FLASHING, E.G., 'DuPont', 'FlexWrap' rNAILING FLANGE 9" ROUGH OPENING -HEAD FLASHING TAPE, E.G., 'DuPont', 'StraightFlash' METAL HEAD FLASHING OVER WOOD WINDOW FLASHING TAPE SIDE FLASHING TAPE, E.G., 'DuPont', 'StraightFlash' WEATHER RESISTANT BARRIER SKIRT WINDOW UNIT PLASTIC DRAIN SCREEN WEATHER RESISTANT BARRIER, E.G., 'DuPont', 'Tyvek' WINDOW INSTALLATION GUIDE 1. VERIFY ROUGH OPENING - MEASURE THE ROUGH OPENING AND THE WINDOW TO DETERMINE THAT THE SIZE IS CORRECT. THE ROUGH OPENING IS RECOMMENDED TO BE 3/4" LARGER THAN THE WINDOW UNIT IN WIDTH AND HEIGHT. ENSURE THAT THE ROUGH OPENING IS PLUMB, LEVEL AND SQUARE. 2. APPLY, CUT AND FOLD THE WEATHER RESISTANT BARRIER. TAPE WEATHER RESISTANT BARRIER UP TO PROTECT IT DURING WINDOW INSTALLATION. 3. APPLY SILL PAN FLASHING. 4. APPLY PLASTIC DRAIN SCREEN - CUT SCREEN TO THE LENGTH OF THE SILL PLUS 211. STAPLE TO THE EXTERIOR SHEATHING SURFACE 1/2" BELOW SILL EDGE. INSTALL STAPLES 1-1/2" BELOW SILL EDGE. 5. APPLY SILL SHIMS - APPLY 3/8" SHIMS TO THE BOTTOM PLATE TO ALLOW FOR INSULATION BETWEEN THE WINDOW SILL AND PLATE. 6. APPLY SEALANT TO THE WALL ACROSS JAMBS AND HEAD - DO NOT CAULK OR TAPE THE SILL, THIS ALLOWS ANY INCIDENTAL WATER TO ESCAPE. POLYURETHANE SEALANTS ARE RECOMMENDED. 7. INSERT AND FASTEN THE WINDOW - ONLY AT THE FOUR CORNERS, THEN SHIM THE UNIT AT THE JAMBS ENSURING THAT IT IS SQUARE. CHECK BOTH INTERIOR AND EXTERIOR FOR LEVEL, PLUMB AND SQUARE. SECURE THE UNIT BY APPLYING 1-1/2" #8 SCREWS 12 INCHES O.C. IN AREAS WHERE IMPACT GLASS IS REQUIRED OR IN HIGH WIND AREAS, INSTALL SCREWS AT 6-1/2" O.C. 8. APPLY THE WEATHER RESISTANT BARRIER SKIRT - APPLY FLASHING TAPE TO ADHERE THE SKIRT IN FRONT OF THE NAILING FLANGE AT THE SILL. 9. APPLY THE JAMB FLASHING - TUCK THE TOP OF THE JAMB FLASHING UNDER THE FLAP OF THE WATER RESISTANT BARRIER AT THE HEAD. 10. INSTALL THE HEAD FLASHING TAPE AND INTEGRATE THE WATER RESISTANT BARRIER. CUT A PIECE OF SELF ADHESIVE FLASHING LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. 11. INSTALL THE METAL HEAD FLASHING AND WOOD TRIM. 12. FOLD DOWN TOP FLAP OF WEATHER RESISTANT BARRIER. REMOVE THE PREVIOUSLY APPLIED TAPE HOLDING THE FLAP OF THE WATER RESISTANT BARRIER AT THE HEAD. ALLOW THE FLAP TO LAY OVER THE METAL HEAD FLASHING. APPLY FLASHING TAPE OVER THE DIAGONAL CUTS. 13. INTERIOR SEAL - LOOSELY PACK THE SPACE BETWEEN THE STUD AND THE UNIT WITH INSULATION. APPLY INTERIOR LINE OF SEALANT OVER BACKER ROD ON ALL FOUR SIDES. I 1 UJINDOUJ INSTALLATION R-10 RIDGID INSULATION INSTALLATION SEQUENCE WALL FRAMING ROUGH OPENING WALL SHEATHING NAILING FLANGE / DOOR UNIT ONE-PIECE DOOR PAN FLASHING -SELF ADHESIVE BUTYL FLASHING WEATHER RESISTANT BARRIER, E.G., 'DuPont', 'Tyvek' DOOR INSTALLATION GUIDE HEAD FLASHING TAPE, E.G., 'DuPont', 'StraightFlash' METAL HEAD FLASHING OVER WOOD WINDOW I I r A I-1 T I-1 I n n SIDE' FLASHING TAPE, E.G., 'DuPont', 'StraightFlash' I LP'1J1 IING TAPE 1. VERIFY ROUGH OPENING - MEASURE THE ROUGH OPENING AND THE DOOR UNIT TO DETERMINE THAT THE SIZE IS CORRECT. THE ROUGH OPENING IS RECOMMENDED TO BE 3/4" LARGER THAN THE DOOR UNIT IN WIDTH AND HEIGHT. ENSURE THAT THE ROUGH OPENING IS PLUMB, LEVEL AND SQUARE. 2. APPLY, CUT AND FOLD THE WEATHER RESISTANT BARRIER. TAPE WEATHER RESISTANT BARRIER UP TO PROTECT IT DURING DOOR INSTALLATION. 3. INSTALL DOOR PAN FLASHING IN FULL BET OF SEALANT. APPLY SELF-ADHESIVE FLASHING TO LOWER CORNERS. ROUGH OPENING SILL MUST BE LEVEL - NO SHIMMING ALLOWED. 4. APPLY SEALANT TO THE WALL ACROSS JAMBS AND HEAD - APPLY SEALANT TO SILL PAN BACK DAM - DO NOT CAULK OR TAPE THE SILL PAN, THIS ALLOWS ANY INCIDENTAL WATER TO ESCAPE. POLYURETHANE SEALANTS ARE RECOMMENDED. 5. TILT DOOR INTO PLACE, DO NOT SLIDE - CHECK BOTH INTERIOR AND EXTERIOR FOR LEVEL, PLUMB AND SQUARE. SECURE THE UNIT PER MFR'S RECOMMENDATIONS THROUGH NAIL FINS, HEAD AND SIDE JAMBS WITH S.S. SCREWS. 6. APPLY THE JAMB FLASHING - TUCK THE TOP OF THE JAMB FLASHING UNDER THE FLAP OF THE WATER RESISTANT BARRIER AT THE HEAD. 7. INSTALL THE HEAD FLASHING AND INTEGRATE THE WATER RESISTANT BARRIER. CUT A PIECE OF SELF ADHESIVE FLASHING LONG ENOUGH TO GO ACROSS THE TOP OF THE DOOR AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. 8. INSTALL THE METAL HEAD FLASHING AND WOOD HEAD DOOR TRIM. 9. FOLD DOWN TOP FLAP OF WEATHER RESISTANT BARRIER. REMOVE THE PREVIOUSLY APPLIED TAPE HOLDING THE FLAP OF THE WATER RESISTANT BARRIER AT THE HEAD. ALLOW THE FLAP TO LAY OVER THE HEAD FLASHING. APPLY FLASHING TAPE OVER THE DIAGONAL CUTS. 10. INTERIOR SEAL - LOOSELY PACK THE SPACE BETWEEN THE STUD AND THE DOOR UNIT HEAD AND JAMBS WITH INSULATION. APPLY INTERIOR LINE OF SEALANT OVER BACKER ROD ON HEAD AND JAMBS. 21 DOOR INSTALLATION VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS Whole House Ventilation fan(s) small be sized according to International Residential Code M1505.4: Ventilation rate FM = 0.01 x total sq.ft_) + [7.5 x (# of bedrooms +1)] but not less than 30 cfm_ Ventilation systems shall provide minimum flows per Table M1505.4.3(1) and adjusted per M1505.4.3.1 by coefficients of Tables Mi505.4.3( ) and M1505.4.3(3) according to the formula Cif = Qr x Cq x Cf WHOLE HORSE VENTILATION SYSTEM _ Exempt. Addition less than 500 sq.ft. or Remodel only. Exhaust fan vAthl 4-hr timer and fresh air inlets in each habitable room per IRC N11505.4.1. X Integrated with fared air System per I RC M 1505.4.1.5 Balanced and Distributed Supply fan per IRS M1505.4,1.3 Balanced and NOT Distributed Balanced Supply and Exhaust fans per IRC M1505.4.1.4 NOT balanced and Distributed Engineered design complying with IMC section 403.8.10_ X NOT balanced and NOT distributed Specify location of Whole House Fan. Size. cfM hrsJday Minimum Ventilation bites* (continuously operating systems) IRC Tab]e 1%]1505.4.3(1) Floor Area (sq.ft.) Number of Bedrooms 0-1 2 3 4 >4 < 500 30 30 35 45 50 501 - 1,000 30 35 40 50 55 11001 - 1,500 30 40 45 55 50 1,501 - 2,000 35 45 50 60 55 _001 - 2.500 41v 50 55 55 70 2.501 - 3000 41. 55 60 7CI 75 3_001 - .3.500 51-1 60 65 75 80 3.501 - 4.000 55. 55 71D 80 85 4.001 - 4,500 �1 70 =1 85 90 4.501 -- 5.000 55 75 90 95 2018 Table M1505.4.3(2) WHOLE -HORSE 'VENTILATION QUALITY ADJUSTMENT (C-.) SYSTEM 1YPL DI TRIBUTEL:' NO 1 DIS I RIBll f LL;' MIn. adjusted fan size (cfrn) BALANCED 1.0 1. 5 NOT BAL_AN OE D 1 1.25 1 1.5 2ID18 Table M1505,4,3(3) INTEIRMITTENT WHOLE -HOUSE VENTILATION BATE FACTORS (CF) Fi�rti-#ime in each -I�eurSegrt�ant Rate Multipher Facer N1in. adj usted Fan Size (cfm) Specified Ban Size (cfm) 50% ( 2 hrs every 4 hrs; 12 hrs day I 2 66% ( 2 hrs 40 min every 4 hrs; 10 hrs 'day) 1_5 75% ( 3 hrs every 4 hrs- 18 hrs i' day ) 1-3 100% (co nti nuouslyo perati ng) 1.0 Whole house exhaust fan shall have a maximum scne rating of 1.0, or install in -line duct fan located a minimum 48 inches from intake grille open i ng _ DBL TOP I Kitchens I 100 dirt I 30cfrn SHEATHING PER PLAN 4x HEADER PER PLAN INSULATION EXT. HEADERS -X& CEDAR RAIL VV OUTER FINGER RIP ® EA. SIDE. x2 CEDAR PICKETS �PAOE SO THAT 4" ANNOT PASS THRU) I.T. 4x12 STRINGERS (TYP 3) KI2 SUNWOOD TREAD AIL INTO STRINGER /(3)I(6d NAILS). x3 CEDAR LEDGER TAIL INTO STRINGER /(3) 16d NAILS). EXT. STAIR DETAIL, 1 1/4" TO 2" CONT. HANDRAIL 34" TO 38" ABOVE NOSING U 11/8"X11^I/4" % TYPE 'X' G.IU$. A 11 AREA BENEATH STAIRS 2X FIREBLOCKING e TOP < BTM. OF RUN FIREBLKG. REQ'D. ALONG STRINGER BETWEEN EA. STUD ZK(3) 2XI2 STAIR JACKS NOTES: 2X4 THRUST BLOCK • RISER HEIGHTS t TREAD RUNS NOT TO VARY MORE THAN 3/8" WITHIN ANY FLIGHT OF STAIRS. • IF STRINGER SPACING IS GREATER THAN 16" O.G. PROVIDE (2) LAYERS OF TYPE 'X' G.WJ5. UNDER STAIRS. STAIR SECTION DETAIL s/411=II-fin GUARD DETAIL 3/411=II-0II Bathrooms -Toilet Rooms STAIR GUARD IS REQUIRED FOR STAIRS w/ A TOTAL RISE OF 30" OR MORE RISE OPENING FOR REQUIRED GUARDS ON SIDE OF STAIRS TREADS SHALL NOT ALLOUJ A 4" DIA. SPHERE TO PASS THROUGH TRIANGULAR OPENING SHALL NOT ALLOW THE PASSAGE OF A 6" DIA. SPHERE 50 cfrn I 20 cfal TABLE R402.1A INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factor° 0.30 Skylightb U-Factor 0-50 Ceiling R-Value' 49 ■ 21 int Wood Frame Wallg." R-Value Floor R-Value 30 Below-Gradec,h Nall R-value 10,15121 int + 5TB ■ ■ SlabaJ R-Value & Depth 10,2ft For SI: 1 foot = 304.3 mr'n, Ci = continuous insulation, int = intermediate framing. a. R-values are minimums- I1-11'actors and SHGC are maximums. When insulation is In in a cavity which I s less than the label or design thickness of the insulation. the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table- b. The fenestralion U-factor column excludes skylights. c. "10r1W21 +5TB" means R.10 continuous. Insulation on the exterior of the wall. or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the intenor of the basement wall. '1011 S121 +STBII shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the intenor or extenm of the wall. 'ISTBII means R-5 thermal break between floor slab and basement wall. d. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e. For single rafter. 4r joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the tap plate of the exterior wall. f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1-1- If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g. For log structures developed in compliance with Standard ICC 400, lag walls shall meet the requirements for climate zone S of ICC 400. h. lint- (intermediate framing) denotes framing and insulation as described in Section Al03-2.2 including standard framing 16 inches on center. 78 percent of the wall cavity Insulated and headers insulated with a minimum of R.10 insulation. Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED © Brookes RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. o U C Cn N N U � o ' �p un aj QJ 3 co2i �7 > Lu 3 Q- 00 006 006 rl- r` L0 N ' N C) CN 00 N M LLI Z 0 O O N > O W O 0 N �--+ Z O a O O O -0 W W U) J_ I- W 0 J -" H H Z W O a Z W MEMBER A I B D AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: 22-016 DATE: 3/7/2023 SCALE: 1/4" = 110" SHEET #: 10 Window, Skylight and Door Schedule Project Information 18909 94th Ave W Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component DescriDtion Ref. U-factor SLIDER 0.30 SLIDER 0.30 DOOR 0.30 FIX 0.30 SLIDER 0.30 SLIDER 0.30 SLIDER 0.30 FIX 0.30 SLIDER 0.30 FRENCH DOORS 0.30 SLIDER 0.30 SLIDER 0.30 DOOR 0.30 FIX 10.30 Overhead Glazing (Skylights) Component Contact Information Brookes Design, Inc. Width Height Qt. Feet Inch Feet Inch Area UA Width Height Qt. Feet Inch Feet Inch MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 11 111 11 111 Area UA • 1 • 1 1 1 • 11 1 1 • 11 1 1 • 11 • 1 :1 1 1 • 11 ' 1 ' 1 1 1 11 1 1 • 11 1 1 • 11 1 1 • 11 Area UA 11 111 11 111 11 111 11 111 11 111 11 111 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 18909 94th Ave W 1BROOKES DESIGN INC - 206-5797-3141 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative Date I J All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 n/a n/a Glazed Fenestration SHGC bje Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int + TB 0.042 Slab d, R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. b "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard FInt. hframing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Credits - select ONE Options Fuel Normalization Descriptions heating option User Notes 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems Energy Credit Option Descriptions Efficient Building Envelope Efficient Building Envelope -1.0 ❑ Energy Options p Credits - select ONE energy option from each category 1.1 0.5 ❑ 1.2 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3. la High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 0 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC High Efficiency HVAC 1.5 ❑ 3.6a 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Options Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Efficient Water Heating Credits - select ONE energy option from each category d User Notes 5.1d 0.5 ❑ 5.2 0.5 ❑ 5.3 1.0 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits I I 3.0 IlCalculate Totall I Clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Project Information Contact Information 18909 94th Ave W BROOKES DESIGN INC - 206-579-3141 Heatina Svstem Tvnr 0 All Other Systems QQ Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds I _ j AT = Indoor (70 degrees) - Outdoor Design Temp ow Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Door: Instructions U 0.30 Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings Instructions Select R-Value � Above Grade Walls (See Figure 1) Instructions R-21 Intermediate � Floors Instructions I R-38 Below Grade Walls (See Figure 1) Instructions Select R-value Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Select R-Value Location of Ducts Instructions "Unconditioned Space Figure 1 Above Grade 1,310 Conditioned Volume 10.0 13,100 U-Factor X Area = UA 0.300 388 116.40 U-Factor X Area = UA 0.50 0 --- U-Factor X Area = UA 0.026 1,253 32.58 U-Factor X Area UA No selection 0 --- U-Factor X Area UA 0.056 1,587 88.87 U-Factor X Area UA 0.025 278 6.95 U-Factor X Area UA No selection 0 --- F-Factor X Length UA No selection 0 --- F-Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA 244.80 Envelope Heat Load 11,261 Btu/Hour Sum of UA x AT Air Leakage Heat Load 6,508 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 17,769 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 19,546 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 24,432 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVERALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. �= E O U O 0 3~ °o N � N � V O Q J 3 U) g 'G 3 > W 3 Q00 � � 0 M 00 o = r1_ LO N ' N Cfl O ap M N W mall re Z 0 a- O O N > O 0TT VJ 0 LL � U) W Z �--+ -0 J 0-) a O') O E O 00 W r U J UW H H W Q 00 la � O N MEMBER A I BD AMERICAN INSTI'1`L7'1`E of BUILDING DESIGN FILE NUMBER: 22-016 DATE: 3/7/2023 SCALE: Scale Per View SHEET #: 11 © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED ADD 10"X6" NEW CONCRETE CONNECT PER DETAIL 3/SD01 TYP. 3 SD01 LEGEND BEAM/HEADER ELEVATION — — — — FOUNDATION X.XX DROP OR STEP FX-X SPREAD FOOTING NUMBER PER SCHEDULE WFX-X WALL FOOTING NUMBER PER SCHEDULE WOOD POST OR TRIMMER < DIRECTION OF MEMBERS PER SCHEDULE MEMBERS DISTRIBUTION �XXX �V HOLD-DOWN PER SCHEDULE Wx SHEAR WALL LENGTH AND NUMBER REFER TO SHEAR WALL SCHEDULE FOR SPEC. X s-x DETAIL NUMBER SHEET NUMBER X BEAM NUMBER, REFER TO CALCULATION REPORT AND BEAM SCHEDULE OX KEY NOTE NUMBER BEARING WALL HIGHLIGHTED IN GRAY, OR CALLED OUT 0 C JOIST/RAFTER HANGER OR BEAM BRACKET A 0 MST48 MST48 U? 2-0"4'-0 1/2" 2-0" F MST48 MST48 MST48 MST48 MST48 ------ — (E)GRAAL (E) 5TEMAALL/FTG. ACCESS (VERIFY) (TYPICAL) EXISTING FTF 6"X12" TYP. VERIFY EXISTING FTF 6"X12" TYP. NEW 4X4 P.T. VERIFY POST W/ A24 ANGLE TYP. lb'-10 1/2" MST48 ADD 10"X6" NEW CONCRETE CONNECT PER DETAIL 3/SD01 TYP. MST4E 3SD01 MST48M T48 NEW WF1-6 NE / fFN 1) (2) #4x1 b" DOAEL5 NEA TO (E) FTG5. & (1) #4x1b" @ 10" O.G. NEA 2X10P.T. MIN LEDG OARD TO (E) STEM HALL, DRILL & W/ 1/2" LAG SCREW I H WASHEEPDXYw/51MP50N 5ET22XP 18" O.C. IN (2) ST ER ROWS EMBED MIN. 4 1/2" INTO (E)°� '�GONG. PER MANUFACTURERSTYP.ADD 10"X6" NEW CONCRETE REGOMMENDATION5. LEDGER PER CONNECT PER DETAIL 3/SD01TYP AGGGUT0 5TIN EXISTING2x10 P.T. J5T5 FOUNDATION w/ (2) 2x10 @ 16" O.G. W/ R-30 IN5UL. F2-0 F2-0 F3-6 F2-0 F2-0 EXISTING FTF 6"X12" TYP. P.T. HDR J l VERIFY �I b" I 1 4' 10" 4'-0" F —1 5' 2" —1 5-6-F __1- 5' b" F— 5' b" F__5' b" r � 4' 4" '10" (e) GONG. I I SLAB I. II --J L--1 L—_J L ---] L— — — NEW II B410 B410 B 0 W B410 80/6,) ERIFY/ADD 4x12 P OTING WF1-6 II I BRG HALL ABOVE PER ENGINEER F2.0 (TYP I GAL) NEW FOOTING EXISTING FTF 6"X12" TYP. F2-0 (24"X24"X12", W/ (3)-#4 EW.) TYP. F2-0 EXISTING FTF 6"X12" TYP. TYP. SEE S01 VERIFY VERIFY F3 6 NEW FOOTING EXISTING FTF 6"X12" TYP. VERIFY (E) 5TEMAALUFTG./ \ (VERIFY) (TYPICAL) 1 V-4" (36"X36"X12", W/ (4)-#4 EW.) TYP. (2) #4x16 DOAEL5 NEA TO (E) TYP. SEE S01 (E) GRAYVL 5PAGE FTG5. & (1)#4x1b"@ 10" O.G. NEA TO (E) STEM HALL, DRILL & B410 4X10, P.T., DF.,N0.2 NEW BEAM TYP. EPDXY w/51MP50N 5ET22XPEMBED MIN. 4 1/2" INTO (E) GONG PER MANUFAGTURER5 3'-b ADD 10"X6" NEW CONCRETE CONNECT PER DETAIL 3/SD01 TYP. HOLD-DOWN POST PER SCH. CONCRETE NOTES; 1.DESIGN SHALL CONFORM TO ACI 318"Building Code Requirements for Structural Concrete and Commentary"; CONCRETE SPECIFICATIONS AND WORK SHALL CONFORM TO ACI 301 "Specifications for Structural Concrete". +XXX2.REIN. STEEL BARS SHALL CONFORM TO ASTM-615, GRADE 60. 3.fc=2,500PS1 @ 28 DAYS FOR FOOTINGS & WALLS. PERSCOWN4.MAX.AGGREGATE SIZE SHALL BE 3/4in, MIN AIR CONTENT SHALL BE 5% (BY VOLUME). H. 5.ALL REIN. BAR SPLICES ARE TO BE CLASS B TENSION SPLICES. WALL HORIZONTALS ARE TO BE CONSIDERED "TOP BARS". 6.E.W.=EACH WAY, E.F.=EACH FACE. iz rmuivi—RNER KEY NOTES BLOCKED ROOF DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD BLOCKED FLOOR DIAPHRAGM W/ 10d @ 4" O/C B.N., 4" O/C E.N. & 12" O/C FIELD OHEADER, SEE HEADER SCHEDULE BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS @ 48" O/C MAX HOLD-DOWN ABOVE MST48 MST48 6X6 POST r W/CBSQ66 I QA F2-0 34'-0 1/2" REGOMMEN DATION5. ADD 10"X6" NEW CONCRETE CONNECT PER DETAIL 3/SD01 TYP. (E) 5TEMAALL/FTG. (VERIFY) (TYPICAL) <_� 3 20'-0" MST48 MST48 MST48 MST48 SD01 — MST48 (E) STEMWALL/FTG (VERIFY) . I R (E) 5LAB ON GRADE GRAM SPACE b MIL BLAGK'VI50UEEN' VAPOR BARRIER OVER ENTIRE GRAAL 5PAGE NEW FND b'-0" 4 MST48 r � r 6 6 POST r— — W CBSQ66 JI MST48 Q� F2-0 MST48 3 ADD 10"X6" NEW CONCRETE SD01 CONNECT PER DETAIL 3/SD01 TYP. 6X6 POST 6 6 POST r W/CBSQ66 r — VVYCBSQ66 I I I �P�J � — -A QD� F2-0 SEE FOOTIN Q0� SCH. IN SD01 F2 0 13'-3 1/2' I (E) 5TEMAALL/FTG. (VERIFY) 20'-0"— ADD 24"X8" NEW CONCRETE CONNECT PER DETAIL 3/SD01 FOUNDATION PLAN / FLOOR FRAMING & HOD -DOWN LOCATION (VERIFY LOCATIONS). Scale: 1/4" = 1'0" SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE MST48 ADD 24"X8" NEW CONCRETE CONNECT PER DETAIL 3/SD01 MST4E MST48 MST48 M,"48 RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT )9/ W6HAJ Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S ANDOR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. a) E(10U dM OO N O 00LO E Lu rn0) QQ Revisions Rev# Description Date FOUNDATION PLAN Project number Project Number Date Issue Date Drawn By Author Checked By Checker Scale S01 LEGEND BEAM/HEADER ELEVATION FOUNDATION XXXII DROP OR STEP FX-X SPREAD FOOTING NUMBER PER SCHEDULE WFX-X WALL FOOTING NUMBER PER SCHEDULE �XXX WOOD POST OR TRIMMER DIRECTION OF MEMBERS PER SCHEDULE MEMBERS DISTRIBUTION �xxx Y� HOLD-DOWN PER SCHEDULE WX SHEAR WALL LENGTH AND NUMBER REFER TO SHEAR WALL SCHEDULE FOR SPEC. X S-X DETAIL NUMBER SHEET NUMBER X BEAM NUMBER, REFER TO CALCULATION REPORT AND BEAM SCHEDULE OKEY NOTE NUMBER BEARING WALL HIGHLIGHTED IN GRAY, OR CALLED OUT C JOIST/RAFTER HANGER OR BEAM BRACKET HOLD-DOWN POST PER SCH. +XXX HOLD-DOWN PER SCH. u KEY NOTES OBLOCKED 1 ROOF DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD OBLOCKED 2 FLOOR DIAPHRAGM W/ 10d @ 4" O/C B.N., 4" O/C E.N. & 12" O/C FIELD OHEADER, SEE HEADER SCHEDULE BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS @ 48" 4 O/C MAX OHOLD-DOWN ABOVE WEST VIEW Scale: N.T.5. 6X6 POST O` W/ECC66 W/CC66 IPER R & FIRST FLOOR SHEAR WALL LOCATION(NOTE; , UPPER FLOOR FRAMINGHOLD-DOWN STHD TO FOUNDATION (FOUNDATION PLAN)) Scale: 1 /4" = 1'0" FLOOR FRAMING NOTES: TJI ALL FLOOR JOISTS TO BE 11 7/8" T.J.I. 210s @ 16"O.C. U.N.O. VERIFY LAYOUT WITH MANUF. DRAWINGS. ALL FLOOR JOIST TO BE BLOCKED @ BEARING. 2) SOUTH WEST VIEW Scale: N.T.5. —� 6X6 POST W/ECC66 3-2X6 TYP. f. J5T5 w/ WATER PROOF :GKING/DRAINAGE (E) ROOF IR CONTRACTOR FRAMING (FIELD VERIFY) 12 NEW BEAM PER ENG. )5H 30405H (E) GARAGE WAL :J /TO REMAIN (E) GONG. 5LA13 BUILDING SECTION Scale: 1/4" = 1'0" �5U6 Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E E Z J d U r O V O N O O rn c 0 E w rn a� m Q Q U O Cr) O cy) d Revisions Rev# Description Date UPPER FLOOR FRAMING & SHEAR WALL LOCATIONS Project number Project Number Date Issue Date Drawn By Author Checked By Checker S02 Scale LEGEND BEAM/HEADER ELEVATION FOUNDATION XXX Z DROP OR STEP FX-X SPREAD FOOTING NUMBER PER SCHEDULE WFX-X WALL FOOTING NUMBER PER SCHEDULE L�XXX WOOD POST OR TRIMMER DIRECTION OF MEMBERS PER SCHEDULE MEMBERS DISTRIBUTION �XXX �V HOLD-DOWN PER SCHEDULE WX SHEAR WALL LENGTH AND NUMBER REFER TO SHEAR WALL SCHEDULE FOR SPEC. X S-X DETAIL NUMBER SHEET NUMBER X BEAM NUMBER, REFER TO CALCULATION REPORT AND BEAM SCHEDULE OX KEY NOTE NUMBER BEARING WALL HIGHLIGHTED IN GRAY, OR CALLED OUT C JOIST/RAFTER HANGER OR BEAM BRACKET _.o. "1 —1. rLK OMLC K VVHLL Ok M FLOOR TO FLOOR HOL DOWN SEE DETAIL 5/SD02 TYP. HOLD-DOWN POST PER SCH. +XXX HOLD-DOWN PER SCH. IL- rKUM tiUKINLKJ KEY NOTES OBLOCKED 1 ROOF DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD OBLOCKED 2 FLOOR DIAPHRAGM W/ 10d @ 4" O/C B.N., 4" O/C E.N. & 12" O/C FIELD OHEADER, SEE HEADER SCHEDULE BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS @ 48" 4 O/C MAX OHOLD-DOWN ABOVE mkm & SECOND FLOOR SHEAR WALL LOCATION(NOTE; ROOF FRAMING PLAN HOLD-DOWN FLOOR TO FLOOR) Scale: 1/4" = 1'0" SEE ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN IF THERE IS A CONFLICT THE ENGINEERING PLANS TAKE PRECEDENCE ri, k4go MIA RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E E Z J d U V V O V O N O O O C O E W rn L N Q Q U O O � 0- Revisions Rev# Description Date ROOF FRAMING & SECOND LEVEL SHEAR WALLS Project number Project Number Date Issue Date Drawn By Author Checked By Checker Scale S03 GENERAL STRUCTURAL NOTES: 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANU- FACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS. 7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSRUCT- ION SHALL NOT EXCEED THE SAFE LOAD -CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS UESD IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. 8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESS OTHERWISE NOTED. 9. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLEY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. 10. SUBMIT SHOP DRAWINGS IN THE FORM OF TWO BLUELINE PRINTS AND ONE SEPIA. IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. AS A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW: A. CONCRETE MIX DESIGN (S). B. REINFORCING STEEL SHOP DRAWINGS. C. STRUCTURAL STEEL SHOP DRAWINGS. D. STEEL JOIST/GIRDER SHOP DRAWINGS. E. METAL DECKING SHOP DRAWINGS. F. PRE -MANUFACTURED WOOD SYSTEM/TRUSS SHOP DRAWINGS (SEE NOTES). G. PRE-ENGINEERED METAL BUILDING SYSTEM (SEE NOTES). OTHER SUBMITTALS MAY BE REQUIRED PER THE "SCHEDULE OF SPECIAL INSPECTIONS" OR THE SEPARATE NOTES CONTAINED HEREIN. 11. IN ACCORDANCE WITH SECTION 1705 OF IBC 2018, SPECIAL INSPECTIONS WILL NOT BE REQUIRED FOR THIS PROJECT. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS". ALL FABRICATORS SHALL SATISFY THE "EXCEPTION" NOTED IN SECTION 1705.2, WHICH REQUIRES THE FABRICATOR TO MAINTAIN AN AGREEMENT WITH AN APPROVED INDEPENDENT INSPECTION OR QUALITY CONTROL AGENCY. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. 12. UNLESS OTHERWISE INDICATED, ALL ITEMS NOTED TO BE DEMOLISHED SHALL BECOME THE CONTRACTOR'S PROPERTY AND BE REMOVED FROM THE SITE. 13. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. DESIGN CRITERIA NOTES: SEE SHEET S00.1 1. THE INTENDED DESIGN STANDARDS AND/OR CRITERIA ARE AS FOLLOWS: GENERAL INTERNATIONAL BUILDING CODE (IBC 2018, AS AMENDED) CONCRETE ACI 318-14 MASONRY ACI 530/530.1-13 STRUCTURAL STEEL ANSI/AISC 360-16 & ANSI/AISC 341-16 STEEL JOISTS/GIRDERS SJI 100-15 (& 50-YEAR JOIST DIGEST) METAL DECK SDI NC -17 COLD -FORMED METAL AISI S100-16 WOOD ANSI/AWC NDS-18 WOOD TRUSSES TPI 1-2014 FOUNDATIONS SOILS INVESTIGATION AND REPORT PERFORMED BY XXX 2. DESIGN GRAVITY DEAD LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: SEE S00.1 3. DESIGN GRAVITY LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE AREAS FOLLOWS: SEE S00.1 4. DESIGN LATERAL LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE AREAS FOLLOWS: SEE S00.1 5. DESIGN SNOW LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: SEE S00.1 6. THE LATERAL LOAD RESISTING SYSTEM OF THIS BUILDING CONSISTS OF: SEE S00.1 EXISTING CONSTRUCTION NOTES: 1. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. WELDING TO AND WITHIN AN EXISTING FACILITY PRESENTS POTENTIAL HAZARDS, INCLUDING: A. FIRE HAZARD- DUE TO THE EXISTING CONSTRUCTION AND BUILDING CONTENTS. B. STRUCTURAL LIQUEFACTION -DUE TO WELDING ACROSS THE FULL SECTION OF STRUCTURAL STEEL MEMBERS. RECOMMENDATIONS TO PREVENT THESE HAZARDS INCLUDE: A. FIRE HAZARD -PROTECT EXISTING COMBUSTIBLES PRIOR TO WELDING. KEEP A SEPARATE WATCHMAN AND SEVERAL FIRE EXTINGUISHERS ON HAND. B. STRUCTURAL LIQUEFACTION -WELD IN SMALL INCREMENTS. ALLOW WELDS TO TO HARDEN BEFORE CONINTUING TO THE NEXT INCREMENT. C. DO NOT LEAVE THE SITE UNTIL SATISFIED THAT NO FIRE HAZARD EXISTS. 4. INFORMATION USED IN PREPARING THESE DRAWINGS WAS TAKEN FROM DRAWINGS PREPARED BY THE FIRM OF [ ], DATED [ ]. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SHORING NECESSARY TO SAFEGUARD THE EXISTING STRUCTURE. THE SHORING SHOWN IS A PARTIAL AND SCHEMATIC REPRESENTATION OF THAT REQUIRED. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR SHORING, BRACING AND PROTECTION OF THE EXISTING CONSTRUCTION. THE PLAN SHALL INCLUDE A CONSTRUCTION SEQUENCE, BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA AND BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO BEGINNING THE WORK. FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 1,500 PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY PRIOR TO POURING FOUNDATION CONCRETE. 2. ALL FOOTINGS HAVE BEEN DESIGNED BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 1,500 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY PRIOR TO POURING FOUNDATION CONCRETE. 3. TOP OF FOOTING ELEVATION SHALL BE AS SHOWN ON THE FOUNDATION PLAN. THESE ELEVATIONS ARE A MAXIMUM AND SHALL BE LOWERED AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. 4. ALL FOUNDATION CONCRETE SHALL OBTAIN A28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. ALL CONCRETE TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 5% (t1%) WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260. 5. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. 6. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. 7. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH -3" B) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS -2" #5 BAR, W31 OR D31 WIRE & SMALLER -1 1/2" 8. ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAPPED 58X BAR DIAMETERS AT SPLICES UNLESS OTHERWISE NOTED. 9. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. 10. PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID UTILITIES. 11. UNLESS OTHERWISE NOTED, THE CENTERLINES OF COLUMN FOUNDATIONS [PILE CAPS] SHALL BE LOCATED ON COLUMN CENTERLINES. 12. ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE -DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE INDICATED. CAST -IN -PLACE CONCRETE NOTES: 1. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301, USING PORTLAND CEMENT CONFORMING TO ASTM C-150 OR C-595, AGGRE- GATE CONFORMING TO ASTM C-33, AND ADMIXTURES CONFORMING TO ASTM C-494, C-1017, C-618, C -989 AND C-260. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C-94. 2. CONCRETE SHALL CONFORM TO THE FOLLOWING COMPRESSIVE STRENGTH, SLUMP AND WATER/CEMENT RATIO REQUIREMENTS: CONCRETE MIN. F'C (28 DAYS) SLUMP COLUMNS 4000 PSI 2" TO 4" ELEVATED SLABS 3000 PSI 2" TO 4" CONCRETE NOT NOTED 2500 PSI 2" TO 4" FOUNDATION "SEE FDN NOTES" 2"TO4" SLABS -ON -GRADE SEE "SLAB -ON -GRADE NOTES" " AT CONTRACTOR'S OPTION, AN APPROVED ADMIXTURE MAY BE USED TO PRODUCE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 10 INCHES. THE CONTRACTOR SHALL SUBMIT TEST RESULTS OF THE PROPOSED CONCRETE MIXES ALONG WITH THE MANUFACTURER'S TECHNICAL DATA FOR APPROVAL PRIOR TO POURING CONCRETE. 3. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. ALL WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AWS D1.4. EPDXY COATED REINFORCING SHALL CONFORM TO ASTM A-775. 5. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A-185. 6. ALL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO POURING OF CONCRETE, EXCEPT THAT VERTICAL DOWELS FOR MASONRY WALL REINFORCING MAY BE "FLOATED" IN PLACE. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED OR APPROVED BY THE ENGINEER. 7. REINFORCING STEEL, INCLUDING HOOKS AND BENDS, SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT) SHALL BE LAPPED WITH A TYPE 2 LAP SPLICE UNLESS OTHERWISE NOTED. 8. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS -2" #5 BAR, W31 OR D31 WIRE & SMALLER -1 1/2" B) CONCRETE NOT EXPOSED TO EARTH OR WEATHER: WALLS, ELEVATED SLABS [& JOISTS] -3/4" BEAMS AND COLUMNS -11/2" B) FOUNDATION CONCRETE (SEE "FOUNDATION NOTES") 9. BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC TIPPED OR STAINLESS STEEL. 10. THE CONTRACTOR SHALL ALLOW IN THE BID AN ADDITIONAL ONE (1) TON OF REINFORCING STEEL TO BE PLACED IN THE FIELD AT THE DIRECTION OF THE ENGINEER. ANY UNUSED PORTION OF THIS ALLOWANCE SHALL BE CREDITED TO THE OWNER. SLAB ON GRADE NOTES: 1. PROVIDE CONCRETE SLABS OVER A 6 MIL POLYETHYLENE VAPOR BARRIER AND 4" OF POROUS FILL AS FOLLOWS: ALL OTHER AREAS-4" SLAB REINFORCED WITH WWF 6X6 - 10/10 U.N.O WELDED WIRE FABRIC OR #3 @ 12" O/C E.W. AND WITH 2,500 PSI MIX CONCRETE. MAXIMUM SLUMP FOR ALL CONCRETE SLABS SHALL BE 5 INCHES, USING TYPE II CEMENT. 2. ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. 3. ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100% PASSING A 1 1/2" SIEVE AND NO MORE THAN 5% PASSING A NOA SIEVE. POROUS FILL SHALL BE COMPACTED TO 95 MAX. DRY DENSITY PER ASTM D-698. 4. SLAB JOINTS SHALL BE FILLED WITH APPROVED MATERIAL. THIS SHOULD TAKE PLACE AS LATE AS POSSIBLE, PREFERABLY 4 TO 6 WEEKS AFTER THE SLAB HAS BEEN CAST. PRIOR TO FILLING, REMOVE ALL DEBRIS FROM THE SLAB JOINTS, THEN FILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS FOLLOWS: 6" SLABS - FILL WITH EPDXY RESIN OTHER SLABS -FILL WITH FIELD MOLDED OR ELASTOMERIC SEALANT 5. UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC SHALL BE BLOCKED INTO THE POSITION INDICATED WITH PRECAST CONCRETE BLOCKS HAVING A COMPRESSIVE STRENGTH EQUAL TO THAT OF THE SLAB. 6. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. PROVIDE 4" WALKS REINFORCED WITH 6X6-W1.4X W1.4 WWF UNLESS OTHERWISE NOTED. 7. SLABS TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 5% (t1%) WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260. 8. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. 9. IN ORDER TO AVOID CONCRETE SHRINKAGE CRACKING, PLACE CONCRETE SLABS IN AN ALTERNATING LANE (OR CHECKERBOARD) PATTERN. THE MAXIMUM LENGTH OF SLAB CAST IN ANY ONE CONTINUOUS POUR IS RECOMMENDED TO BE LESS THAN 100 FEET. THE MAXIMUM SPACING OF JOINTS SHALL BE 25'. 10. THE ALTERNATE WIRES OF THE WELDED WIRE FABRIC MUST BE PRECUT AT THE SLAB CONTRACTION JOINT LOCATIONS TO CREATE A "WEAKENED" PLANE". WITHOUT CUTTING THE ALTERNATE WIRES, THE STRENGTH OF THE WIRE WILL PREVENT THE SLAB FORM CRACKING (SEPARATING) AT THE JOINT AND THE SLAB MAY BEGIN TO CRACK ELSEWHERE. 11. THE USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED WIRE FABRIC) IS PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. 12. SEETHE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS AND DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN. WOOD FRAMING NOTES: W/C PATIO 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS .46 REQUIREMENTS OF ALL MATERIAL SHALL BE IN ACCORDANCE ANSI/AWC NDS-18. .46 2. ALL STUD AND WALL FRAMING SHALL BE OF THE FOLLOWINGS: .50 SEE LUMBER GRADE/USE SCHEDULE .50 "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE. .50 3. ALL JOIST, RAFTER & MISC. FRAMING SHALL BE PER THE LUMBER GRADE/USE SCHEDULE. PROVIDE FULL -DEPTH (OR METAL) BRIDGING AT MIDSPAN AND ATA MAXIMUM SPACING OF 8'-0" O/C IN BETWEEN. 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE -TREATED (P.T.) IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON -SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. U1 & M4). 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOADBEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE OF 2" NOMINAL LOADBEARING FRAMING SHALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. 6. ALL NAILING NOT OTHERWISE INDICATED SHALL BE IN ACCORDANCE WITH THE "NAILING SCHEDULE" ON SHEET S00 . NAILING SHALL NOT BE OVERDRIVEN. 7. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE. 8. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. 9. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 SPECIFICATIONS AND BE 1/4" THICK UNLESS OTHERWISE INDICATED. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A-307 AND BE 3/4" DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. 10. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1116" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. it. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG -TIE COMPANY" W W W.STRONGTIE.COM, OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60). 12. HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF IBC 2018, SECTION 2308.4.2.4, 2308.5.9, 2308.5.10 & 2308.7.4. 13. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. 14. ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. CAST -IN -PLACE CONCRETE NOTES (CONTINUEDL 11. UNLESS OTHERWISE NOTED, ALL CONCRETE WALLS (OTHER THAN RETAINING WALLS) SHALL BE REINFORCED AS FOLLOWS: WALL THICKNESS HORIZONTAL VERTICAL 4" TO 6" #4 @ 16" O.C. #4 @ 18" O.C. 8" #4 @ 12" O.C. #4 @ 16" O.C. 10" #4 @ 18" O.C. #4 @ 18" O.C. 12" #4 @ 16" O.C. #4 @ 18" O.C. 12. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH DOCUMENTA- TION THAT ALL MATERIALS CONFORM TO THE QUALITY STANDARDS SPECIFIED IN IBC 2018. 14. IN ACCORDANCE WITH IBC 2018, SPECIAL INSPECTIONS ARE REQUIRED FOR THE CONCRETE WORK. THE OWNER WILL HIRE THE SPECIAL INSPECTOR TO PERFORM ALL REQUIRED SPECIAL INSPECTIONS. 15. IN ORDER TO AVOID CONCRETE SHRINKAGE CRACKING, PLACE CONCRETE SLABS IN AN ALTERNATING LANE PATTERN. THE MAXIMUM LENGTH OF SLAB CAST IN ANY ONE CONTINUOUS POUR SHALL BE LIMITED TO 80 FEET. 16. FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT LEAST 90 % OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND RESHORING. WOOD MATETRALS: 1. LUMBER ALL WOOD MEMBERS USED FOR LOAD -BEARING PURPOSES, INCLUDING END -JOINTED AND EDGE -GLUED LUMBER, SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 20 PS20) AMERICAN SOFTWOOD LUMBER STANDARD. 2. GLULAM GLUE LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/AITC A190.1 STRUCTURAL GLUED LAMINATED TIMBER. 3. PREFABRICATED WOOD I -JOISTS ASSEMBLIES USING PREFABRICATED WOOD I -JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I -JOISTS , THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 4. STRUCTURAL COMPOSITE LUMBER SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM D5456 STANDARD SPECIFICATION FOR EVALUATIONS OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 5. PREFABRICATED WOOD TRUSSES ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONNECTION, THE TRUSS DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. 6. GYPSUM GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM C 1396/C 1396M STANDARD SPECIFICATION FOR GYPSUM BOARD 7. HARDBOARD HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANSI/CPA A135.6 HARDBOARD SIDING. 8. STRUCTURAL PANELS 8.1 ORIENTED -STRAND BOARD (OSB), WAFERBOARD ORIENTED -STRAND BOARD OR WAFERBOARD USE DIN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF PS2 OR APPLICABLE CODE EVALUATION REPORTS. 8.2 PARTICLEBOARD PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A208.1 PARTICEBOARD STANDARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 8.3 FIBERBOARD FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF ASTM C208 STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATION BOARD. 8.4 STRUCTURAL PANEL SIDING STRUCTURAL PANEL SDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF PS1, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REPORTS. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: U.N.O. ROOF SHEATHING SHALL BE 1/2" CDX INT-APA RATED 32/16, EXP. 1 B.N.:10d common nails at 6" o.c. E.N.:10d common nails at 6" o.c. F.N.:10d common nails at 12" o.c. FLOOR SHEATHING SHALL BE 3/4" T & G INT-APA RATED OSB. B.N.:10d common nails at 6" o.c. E.N.:10d common nails at 6" o.c. F.N.:10d common nails at 12" o.c. FASTENERS AND CONNECTORS: 1. LAG SCREWS LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INC SERIES). 2. TRUSS METAL CONNECTOR PLATES TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF ANSI/TPI 1, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED, MINIMUM ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT -DIP PROCESS, STRUCTURAL STEEL, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 4. NAILS NAILS SHALL COMPLY WITH ASTM F1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5. PNEUMATIC NAILS AND STAPLES PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CDE AND ANY ADDITIONAL REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. LUMBER GRADE/USE SCHEDULE USE/LOCATION SPECIES & SIZE GRADE Fb (PSI) Fv (PSI) Fcp (PSI) Fe (PSI) E (PSI) WALL HEM -FIR (HF.) NO.2 850 150 405 1300 1.3E6 STUDS/BLOCKS 2X, 3X, 4" WIDE, 6" & WIDER WALL PLATES HEM -FIR (HF.) NO.2 850 150 405 1300 1.3E6 2X4, 3X4, 2X6, 3X6 JOISTS HEM -FIR (HF.) NO.2 850 150 405 1300 1.3E6 2X, 3X LEDGER BOARDS DOUGLAS FOR -LARCH (DF.) NO.2 900 180 625 1350 1.6E6 2X, 3X LEDGER BOARDS DOUGLAS FOR -LARCH (DF.) NO.1 1000 180 625 1500 1.7E6 4X BEAMS & POSTS DOUGLAS FOR -LARCH (DF.) NO.2 900 180 625 1350 1.6E6 4X BEAMS & POSTS DOUGLAS FOR -LARCH (DF.) NO.1 1200 170 625 1000 1.6E6 6X ROUGH FRAMING NAILING SCHEDULE LOCATION ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.10.1) CENTERED CENTERED CONNECTION FASTENING EACH FACE 1. JOIST TO SILL OR GIRDER (3) 0.131"X3" TOENAILS 2. BRIDGING TO JOIST, RAFTER OR TRUSS (3) 0.131"X3" TOENAILS EA. END EACH FACE 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131"X2.5" FACE NAIL 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131"X2.5" FACE NAIL 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.161"X3.5" BLIND & FACE NAIL 6. SOLE PLATE TO JST. OR BLKG. 0.131 "X3" AT 8" O.C. TYP. FACE NAIL SOLE PLATE AT BRACED WALL PANEL (4) 0.131"X3" AT 16" O.C. FACE NAIL 7. TOP PLATE TO STUD (3) 0.131"X3" END NAIL 8. STUD TO SOLE PLATE (4) 0.131"X3" TOENAIL (OR) (3) 0.131"X3" END NAIL 9. DOUBLE STUDS 0.131 "X3" AT 8" O.C. FACE NAIL 10. DOUBLE TOP PLATES 0.131 "X3" AT 8" O.C. TYP. FACE NAIL DOUBLE TOP PLATE LAP SPLICE (20) 0.131"X3" FACE NAILS 11. JOIST/RAFTER BLKG. TO PLATE (3) 0.131"X3" TOENAILS 12. RIM JOIST TO TOP PLATE 0.131 "X3" AT 6" O.C. TOENAIL 13. TOP PLATE LAP INTERSECTIONS (3) 0.131"X3" FACE NAIL 14. DOUBLE 2X JOIST/HEADER 0.131 "X3" AT 12" FACE NAIL EA. EDGE 15. CEILING JOISTS TO PLATE (5) 0.131"X3" TOENAIL 16. CONTINUOUS HEADER TO STUD (4) 0.131"X3" TOENAILS 17. CEILING JST. LAP AT PARTITIONS (4) 0.131"X3" FACE NAIL 18. CEILING JST. TO PARALLEL RAFTER (4) 0.131"X3" FACE NAIL 19. RAFTER TO PLATE (3) 0.131"X3" TOENAIL 20. 1X BRACE TO EA. STUD & PLATE (2) 0.131"X3" FACE NAIL 21. 1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131"X3" FACE NAIL 22. WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131"X3" FACE NAIL 23. BUILT-UP CORNER STUDS (3) 0.131"X3" AT 16" O.C. FACE NAIL 24. BUILT-UP GIRDERS AND BEAMS 0.131 "X3" AT 12" FACE NAIL EA. SIDES STAGGERED NAIL SIZE SCHEDUAL NAILS SIZE DIAMETER LENGTH 8d COMMON NAIL 0.131" 2-1/2" 10d COMMON NAIL 0.148" 3.0" 12d COMMON NAIL 0.148" 3-1/4" 16d COMMON NAIL 0.162" 3-112" BEARING WALL STUD SCHEDUAL MARK WALL TYPE LOCATION PLATE SIZE STUD SIZE & SPACING BW1 EXTERIOR TYPICAL U.N.O. 2X6 2X6 @ 16" O/C PER PLAN BW2 CRAWL SPACE TYPICAL 2X4 2X4 @ 16" O/C BW2 INTERIOR TYPICAL U.N.O. 2X4 2X4 @ 16" O/C PER PLAN GLULAM BEAMS SIZE SCHEDUAL USE COMBINATION SYMBOL/SPECIES CAMBER SIMPLE SPAN BEAM 24F-V4 DF/DF STANDARD CONTINUOUS BEAM 24F-V8 DF/DF ZERO CANTILEVER BEAM 24F-V8 DF/DF ZERO PRE-ENGINEERED WOOD TRUSS NOTES: 1. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING LOADS: A. GRAVITY LOADING CASE ■ TOP CHORD LOADING LIVE LOAD-15 PSF (ON THE HORIZONTAL PROJECTION) DEAD LOAD-10 PSF (ON THE SURFACE AREA) -ADDITIONAL 5 PSF AT BUILT-UP FRAMING AREAS BOTTOM CHORD LOADING ATTIC LIVE LOAD-20 PSF (PER IBC 2018, SECTION 1607/ TABLE 1607.1) DEAD LOAD-10 PSF B. WIND LOADING CASE (PER IBC 2018, SECTION 1609) SEE'DESIGN CRITERIA NOTES' FOR WIND COMPONENT CRITERIA IN S00.1 2 WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN AC- CORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE AND IBC 2018. 3 WOOD MATERIALS SHALL BE HEM -FIR, DOUGLAS FIR OR LARCH AND SHALL BE KILN DRIED AND USED AT 19 % MAXIMUM MOISTURE CONTENT. PROVIDE GRADE NO.2 OR AS REQUIRED TO SATISFY STRESS REQUIREMENTS. q CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33,000 PSI. 5 TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACT- URING FACILITY OF A PERMANENT NATURE. TRUSSED SHALL BE MANUFACTURED BY EXPERIENCED WORKMEN, USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN QUALITY CONTROL STANDARD QST-88 OF THE TRUSS PLATE INSTITUTE. 6 SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM CHORDS DUE TO DEAD, LIVE AND WIND LOADS SHALL BE CONSIDERED IN THE DESIGN. LOAD DURATION FACTORS SHALL BE PER THE "NATIONAL DESIGN SPECIFI- CATION FOR WOOD CONSTRUCTION". 7 WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR NONQUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE. 8 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "H1B-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 9 TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 10. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN WASHINGTON. 11 SEE THE "SCISSOR TRUSS NOTES" FOR ADDITIONAL REQUIREMENTS. PLYWOOD/GYPBOARD SHEATHING NOTES: 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ENGINEERED WOOD ASSOCIATION (APA) SPECIFICATIONS. 2. ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) TYPE CDX, EXP. 1 APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES (E.N.) AND 12" O/C AT INTERMEDIATE SUPPORTS (F.N.). 3. ALL FLOOR SHEATHING SHALL BE 3/4" (NOM.) APA RATED STURD-1-FLOOR, EXP. 1, WITH TONGUE AND GROOVE EDGE. UNLESS OTHERWISE NOTED CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED 4" O/C AT SUPPORTED EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. FIELD - GLUE USING ADHESIVES MEETING APA SPECIFICATION AFG-01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 4. ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM.) TYPE CDX, EXP. 1 APA RATED SHEATHING. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 10d COMMON NAILS SPACED 6" O/C AT SUP- PORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. 5. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 6. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES AND PNUEMATIC NAIL GUNS ARE PROHIBITED FROM USE. 7. ALL EXT. WALLS SHALL BE SHEATHED ON BOTH FACES WITH GYP -BOARD SHEATHING (SEE ARCH. DWGS. FOR THICKNESSES) AND CONNECTED WITH 5d COOLER NAILS SPACED 7" O/C AT SUPPORTED PANEL EDGES AND INTERMEDIATE SUPPORTS. 8. PROVIDE 2X BLOCKING AT UNSUPPORTED PANEL EDGES AS FOLLOWS: ROOFS AND FLOORS -ONLY WHERE INDICATED ON PLAN WALLS -PER THE SHEARWALL SCHEDULE ON SHEET S00.1 PREFABRICATED WOOD JOIST NOTES: 1. PREFABRICATED WOOD I -JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE -ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. 2. WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE LOADS INDICATED PER THE JOIST LOADING DIAGRAMS. UNLESS OTHERWISE INDICATED, JOISTS SHALL BE DESIGNED FOR THE FOLLOWING: TOP CHORD LOADING LIVE LOAD-40 PSF DEAD LOAD-15 PSF BOTTOM CHORD LOADING DEAD LOAD-5 PSF WIND LOAD-35 PSF NET UPLIFT PRESSURE (ROOF JOISTS ONLY) 3. WOOD I -JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS. 4. WOOD I -JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES. 5. WOOD I -JOIST SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I -JOISTS. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THE "BUILDING OFFICIALS & CODE ADMINISTRATORS, INC.". 6. WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FROM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559. 7. WOOD I -JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR OR MOD- IFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH. 8. WOOD I -JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DIS- TORTION. EACH JOIST SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED. 9. ALL ROOF JOISTS SHALL BE POSITIONED WITH THE NATURAL CAMBER TURNED UP. RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. a) 0) 03 Z -� 42 _U J 0- d l< V V O r W O N O O O to C O E LU U) 0) -0 0 () Q L Q U 4) O - Cr) O � 0-� Revisions Rev# Description Date GENERAL STRUCTURAL SPECIFICATIONS & NOTES Project number Project Number Date Issue Date Drawn By Author Checked By Checker SOO Scale As indicated LIST OF ABBREVIATIONS; ADD'L ADDITIONAL APPROX. APPROXIMATE ARCH. ARCHITECTURAL DRAWINGS ASD ALLOWABLE STRESS DESIGN B.F. BOTTOM FACE B.M. BENCHMARK B.N. BOUNDARY NAILING B.O.B. BOTTOM OF BOREHOLE B.O.T.P. BOTTOM OF TEST PIT BOTT. BOTTOM C CENTIGRADE C.C. CENTER TO CENTER CFM CUBIC FEET PER MINUTE C.I. CAST IRON C.J. CONSTRUCTION JOINT CLR. CLEAR CMP CORRUGATED METAL PIPE CONC. CONCRETE CONT. CONTINUOUS CT.J. CONTRACTION JOINT DEG. DEGREE DIA. DIAMETER DIAL. DIAGONAL DWL DOWEL E EAST, EASTING EA. EACH E.F. EACH FACE E.N. EDGE NAILING E.J. EXPANSION JOINT EL. ELEVATION E.W. EACH WAY EXIST. EXISTING F FAHRENHEIT F.F. FAR FACE FIG. FIGURE F.N. FIELD NAILING FT. FEET FTG FOOTING FIN. FINISH GA. GAGE GAL GALLON GALV. GALVANIZED GR. GRADE G.L. GRADE LEVEL GPM GALLONS PER MINUTE H.P. HIGH POINT, HORSE POWER HR HOUR HORIZ. HORIZONTAL HT. HEIGHT I.D. INSIDE DIAMETER I.F. INSIDE FACE INV. INVERT IN. INCH JST JOIST JT. JOINT KIPS KILOPOUNDS LB. POUND L.P. LOW POINT LG. LONG LONG. LONGITUDINAL MAX. MAXIMUM MIN. MINIMUM M.H. MANHOLE MFR. MANUFACTURER NGVD NATIONAL GEODETIC VERTICAL DATUM N NORTH, NORTHING N.I.A. NOT IN CONTRACT N.T.S. NOT TO SCALE N.F. NEAR FACE O/C ON CENTERS O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OVER HANG O.W. OUTLET WORKS P.C. POINT OF CURVATURE P.T. PRESSURE TREATED P.D. PLAIN DOWEL P.I. POINT OF INTERSECTION PL. PLATE PREEAB. PREFABRICATED PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PVC POLYVINYL -CHLORIDE R RADIUS RCC ROLLER COMPACTED CONCRETE RCP REINFORCED CONCRETE PIPE REINF. REINFORCEMENT READ. REQUIRED REV. REVISION S SOUTH SCH. SCHEDULE SH. SHEET S.S. STAINLESS STEEL SECT. SECTION SIM. SIMILAR SIMPS. SIMPSON STRONG TIES S.O.G. SLAB ON GRADE SQ. SQUARE SPEC. SPECIFICATIONS STA. STATION SYM. SYMMETRICAL STD. STANDARD T&B TOP AND BOTTOM T.F. TOP FACE THK. THICKNESS TRANS.TRANSVERSE TOPO. TOPOGRAPHY TYP. TYPICAL T.O.W. TOP OF WALL T.O.F. TOP OF FOOTING U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W WEST W/ WITH W/O WITHOUT W.S. WATERSTOP WSP WOOD STRUCTURAL PANEL LEGEND BEAM/HEADER ELEVATION FOUNDATION X.XX" z DROP OR STEP FX-X SPREAD FOOTING NUMBER PER SCHEDULE WFX-X WALL FOOTING NUMBER PER SCHEDULE �XX( WOOD POST OR TRIMMER H X H DIRECTION OF MEMBERS PER SCHEDULE MEMBERS DISTRIBUTION �XXX HOLD-DOWN PER SCHEDULE WX SHEAR WALL LENGTH AND NUMBER REFER TO SHEAR WALL SCHEDULE FOR SPEC. X S-X DETAIL NUMBER SHEET NUMBER X BEAM NUMBER, REFER TO CALCULATION REPORT AND BEAM SCHEDULE OKEY NOTE NUMBER BEARING WALL HIGHLIGHTED IN GRAY, OR CALLED OUT 0 C JOIST/RAFTER HANGER OR BEAM BRACKET HOLD-DOWN POST PER SCH. HOLD-DOWN PER SCH. KEY NOTES OBLOCKED 1 ROOF DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD OBLOCKED 2 FLOOR DIAPHRAGM W/ 10d @ 4" O/C B.N., 4" O/C E.N. & 12" O/C FIELD SEE HEADER SCHEDULE OHEADER, BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS @ 48" 4 O/C MAX OHOLD-DOWN ABOVE RESUB am- 11.0mo ►n? CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E E Z � D J d U M M O M O N O 00 c 0 E w U) L m Q Q U o � Cr) o cy) D_ Revisions Rev# Description Date SCH. & DESIGN INFO. Project number Project Number Date Issue Date Drawn By Author Checked By Checker S00.1 Scale As indicated WALL FOOTING SCHEDULE MARK WIDTH THICK. CONT. TRANS. STEM WALL STEM WALL REBARS NOTES REBAR REBAR THICKNESS #4 VERT@ 18" O/C W/ STD. 90 HOOK INTO WF1-0 1'-0" 0'-8" 2 #4 8", 2,500 PSI. FTG & #4 HORIZ. @ 16" O/C TYP. #4 VERT@ 18" O/C W/ STD. 90 HOOK INTO WF1-2 V-2" 0'-8" 2-#4 8", 2,500 PSI. FTG & #4 HORIZ. @ 16" O/C TYP. #4 VERT@ 16" O/C W/ STD. 90 HOOK INTO WF14 V-4" 0'-8" 2-#4 8", 2,500 PSI. FTG & #4 HORIZ. @ 14" O/C TYP. #4 VERT@ 16" O/C W/ STD. 90 HOOK INTO WF1-6 V-6" 0'-8" 344 #4 @ 9" O/C 8", 2,500 PSI. FTG & #4 HORIZ. @ 14" O/C TYP. SPREAD FOOTING SCHEDULE MARK SIZE THICK. REINFORCING. LONG. TRANS. D1-6 V-6" DIA. 24" D2-0 2'-0" DIA. 36" -- -- F2-0 2'-0"X2'-0" 12" 344 TOP & BOTT. 344 TOP & BOTT. F2-6 2'-6"X2'-6" 12" 344 TOP & BOTT. 344 TOP & BOTT. F3-0 T-0"XT-0" 12" 444 TOP & BOTT. 444 TOP & BOTT. F3-6 T-6"XT-6" 12" 345 TOP & BOTT. 345 TOP & BOTT. F4-0 4'-0"X4'-0" 12" 445 TOP & BOTT. 445 TOP & BOTT. F4-6 4'-6"X4'-6" 12" 445 TOP & BOTT. 445 TOP & BOTT. BUTT END OR END OF SILL PLATE BORE OR NOTCH TYPICAL PLATE ELEVATION AO PLAN VIEW 2x NAILER, TYP. U.N.O. 3" MIN. WHERE DRYPACK OCCURS TOP OF CONC. MINIMUM SILL BOLT PROJECTION SILL BOLD REQUIREMENTS 1. PROVIDE A MINIMUM SILL BOLT EMBEDMENT OF 7" BELOW FINISH FLOOR OR TOP OF CURB. 2. PROVIDE AN ADDITIONAL SILL BOLT 7 INCHES FROM EACH END OF EACH PIECE OF SILL PLATE. 3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1/3 OF THE SILL PLATE WIDTH, PROVIDE ADDITIONAL SILL BOLTS 6 INCHES EACH SIDE OF BORE OR NOTCH. 4. SET ALL SILL BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. STABBING OR PUSHING OF SILL BOLTS INTO WET CONCRETE IS EXPRESSLY PROHIBITED. 5. PROVIDE A MINIMUM SILL BOLT PROJECTINO ABOVE THE CONCRETE AS SHOWN ON DETAIL C. 1 SILL PLATE AND BOLT DETAIL 3/4" = 1'-0" WOOD POST PER PLAN COL. BASE SIMS. CB66 W/ 2-5/8" BOLTS CONC. SPREAD FTG REINF. STEEL PER PLAN SEE SH PER PLAN . 4" S.O.G. S.O.G. LEVEL 8" CLEAN WELL -GRADED GRAVEL & SAND ON COMPACTED SOIL PER SOIL REPORT Uo WOOD COLUMN FOOTING 1 /2" = V-0" REPAIR CONC. SPALLING, IF OCCURS, W/ HIGH STRENGTH CONC. MIX. MIN. (2) #4 DOWELS EMBEDED 4 1/2" IN CONC. IF REQUIRED FIX FOR MISSING HOLDOWN 1„ = 1'-0" ELEVATION n SILL PLATE SPLICE DETAILS 1/2" = 1'-0" PT POST PER PLAN SIMPSON CB66 W/ 2-5/8" BOLTA 12A2 MIN PLINTH W/ (4)#5 VERT. & #3 TIES @ 8" O.C. FOOTING SIZE & REINF PER SCHEDULE 6 TYP EXT. ISOLATED SPREAD FOOTING 1 /" = 1' -0 2" USE 4x4 POST MIN. 32-16d FOR COMMON NAILS USE; 0.1620x2 1/2" NAILS. 2 1/16" WIDE x 12GA. STRAP (MST48 OR EQUAL). SPLICE LINE 6-10d EA. SIDE OF SPLICE PLAN VIEW ELEVATION NOTE; THIS DETAIL REQUIRED WHEN EITHER a OR b IS GREATER THAN 9". OPTIONAL SILL PLATE SPLICE SIMPS. PHNW 0.145" PIN @ 16" O/C W/ 1 1/4" INTO S.O.G. 2X BOTTOM PL. 6-MIL VAPOR RETARDER NON -BEARING WALL FTG 1/2" = 1'-0" INTERIOR NON -BEARING WALL 4" MIN. CONC. S.O.G. 4" MIN CLEAN WELL -GRADED GRAVEL & SAND OVER COMPACTED SOIL PER SOIL REPORT NOTE; SHEATHING NOT SHOWN FOR CLARITY MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE W/ SIMPSON SET-XP EPDXY, ESR # 2508, PERIODIC INSPECTION REQUIRED EXISTING HARDEN CONCRETE INTENTIONALLY ROUGHEN TO THE FULL AMPLITUDE OF APPROX. 1/4" MIN. #4 DOWELS # 18' O.C. CLR. z g a MOM EXISTING FOOTING• w w Z� O c7 Z w w FIRM AND STIFF SOIL OR COMPACTED PER SOIL REPORT SIZE OF NEW FTG SHALL BE 10" OR NOTES; PER PLAN 1- SEE SHEET S00 FOR ADDITIONAL REQUIREMENTS. 2-VERIFY FOOTING DRAINAGE WITH SOIL ENGINEER. 3-VERIFY EXISTING CONCRETE QUALITY AND REPORT ANY DISTRESS TO EOR. 4- NEW CONCRETE SHALL BE 2,500 PSI AT 28 DAYS U.N.O. CONCRETE FOUNDATION ADDITION AT EXISTING CONCRETE 1if11-011 FRL SYSTEM 3-8d TOENAIL EA. BLOCK FULL DEPTH BLOCKING FLOOL LEVEL 2X OR I-JST PER PLAN BEAM PER PLAN SIMPS. AC POST CAP EA. SIDE ? I POST PER PLAN ao Z SIMPS. A24 ANGLE OR; EQUIVALENT WITH POSITIVE ACHRORAGE TO FTG. FOOTING PIER PER PLAN CRAWL SAPCE LEVEL - d UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED SOIL PER SOIL REPORT CRAWL SPACE BEAM/POST/ FOOTING CONNECTION Y 1/2" = 1'-0" RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,AL 15/ 2 j 4!'ASPLA ��.S,pjUVAL �•+�� W 6 HAJ Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E (6 Z J d U M r O V O N O O O C O E LU U) 4) i 0) Q Q U o � O 0) D- Revisions Rev# Description Date 3-1/2" �SIMPSON TITN HD CONCRETE SCREW ANCHORS. ICC-ESR42713 WITH 4 1/4" / EMBEDMENT. REFER TO ICC AND TYP. MANUFACTURER SPECS. FOR INSTALLATION. - z FOUNDATION z NOTES: ALL METALS EXPOSED TO WEATHER OR DETAILS ; } _ LL EARTH SHALL BE GALVANIZED TREATED AND PROTECTED AGAINST CORROSION. LO O "' m MIN. CONCRETE STRENGTH fc=2000psi. Project number Project Number -- z 73 OVERALL LENGTH OF STRAP TO BE Date Issue Date SPECIFIED BASED ON SITE CONDITION, BY v `' CONTRACTOR, SIMPSON "MST" STRAP OR ( Drawn By Author EQUAL) MAY BE USED IF LENGTH IS o ADEQUATE. Checked By Checker SD01 Scale As indicated W STITCH ALING 2X STUD PER PLAN z PER NAIN NIG CH. ��^,l,.0 HOLDDOWN PER PLAN NOTE; 4 h SEE HOLD-DOWN SHC. 1-SHEATHING NOT SHOWN FOR CLARITY. N SO 2-SEE FOOTING DETAILS FOR ADDITIONAL o REQUIREMENTS. 1 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR w FLOOR TO FLOOR STRAP TIE ADDITIONAL REQUIREMENTS. NAILING NOR REQUIRED /15/ 2 HOLDDOWN PER PLAN 2X STUD PER PLAN IN RIM AREA (2)-2X BLOCK'G i31 SEE HOLSDOWN SHC.STUDIPOST n4 � PER HOLDDOWN SCH. �•Sas,�NAL 2XSTUD 2XSTUD O 2XOR3X THREADED ROD NOTE; Z I:IIII PRESSURE TREATED PL. Q 16d @ 12" O/C 1-SHEATHING NOT SHOWN FOR CLARITY. � �' u: EA. ROW 2-SEE OTHER DETAILS FOR MORE REQUIREMENTS. WSP PER SCH. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR R I NOTE; ADDITIONAL REQUIREMENTS. L��.F U 1-SHEATHING NOT SHOWN FOR CLARITY. 16d @ 12" O/C 2-SEE OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. A.B. PER SCH. EA. ROW '° , a _ °" 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR 1/2#MA1/2"MAX . 7" MIN. EMBED IN a ° I' _ _ ADDITIONAL REQUIREMENTS. HAJ CONC. 1/2" MAX. W2X OR 3X P.T. PL. �J B.N.3"X3"X0.229" PL. B.N. THREADED ROD CONCRETE FOUNDATION U NOTE; WIISOrI 8c HAJ Consultant Engineers, LLC B.N. PER PLAN ° WHEN NAILING THE STRAP OVER THE FTG LEVEL FTG LEVEL d ` d ° ^ , Ln • ' _ a ° N 2-1/2 LONG NAIL MIN E (WSP), USE 12" LONG BLOCK AT TOP 12" LONG BLOCK AT TOP WOOD STRACTRAL PANEL WSP U a' NOTES: a°CENTER & BOTTOM CENTER & BOTTOM = - a Z 1-THESE DRAWINGS ARE THE PROPRIETARY WORK W/ 3-16d EA. BLOCK W/ 3-16d EA. BLOCK NOTE; ° 9 , W PRODUCT AND PROPERTY OF(W ILSON & HAJ CONSULTANT 1-SHEATHING NOT SHOWN FOR CLARITY. STEM WALL 4 BLOCK'G NOT SHOWN ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF 2-SEE OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. OR BASEMENT WALL PER PLAN da - (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF EQ. EQ. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR - a ° ,a" -° THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN ADDITIONAL REQUIREMENTS. CORNER INTERSECTION STUD/POST WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ (3)-2X BLOCK'G PER HOLDDOWN SCH. CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE 2x4 SHEAR WALL AND 2x6 SHEAR WALL AND NOTE: SHEATHING NOT SHOWN FOR CLARITY. DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S ALL DOUBLE SIDED WSP SINGLE SIDED WSP SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER ARE MADEHOLDDOWN HOLDDOWN DETAILS FLOOR TO FLOOR ORIBUILDER'S EXP NISEANDRES ONSIBILBE DONE AT THELIITY.WNERTHEAND/ CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SW A.B. & PL. ARRANGEMENT CORNER AND INTERSECTIONS n HOLDDOWN DETAILS_ FOUNDATION DETAILS_CRAWLSPACE/BASEMENT STRAP TIE ENCLOSED DRAWING. WILSON&HAJ CONSULTANT 3/4" = 1'-0" U 3/4" = 1'-0" U 3/4" = 1'-0" U 3/4" = 1'-0" ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE U 3/4" = 1'-13" CONSTRUCTION AS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST SD02 7 HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO HOLDOWN CONSTRUCTION AND BE SOLELY RESPONSIBLE PER PLAN THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND • I CL HDU IN STUD DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER HOLDDOWN PER PLAN HOLDOWN FASTENERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR SEE SHC. 2X STUD PER PLAN I AND WOOD STUDS PER CL HOLDOWN IN STUD DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY o PLAN AND HOLDOWN WORK. SCHEDULE THREADED ROD HOLDOWN FLR. JST/RIM PER PLAN I PER PLAN EMBEDMENT EMBEDMENT I PER SCHEDULE PER SCHEDULE ANCHOR ROD DIAMETER PER 4X PER PLAN I SCHEDULE NOTE: AT CORNER - a �, _ �, d3 - CONDITIONS, CR �I ' —W °, a as x MSTC48B3 HOLDOWN STRAP MAY • `q�IIY BE LOCATED AT a I, III l I EITHER FACE OF THE wLEI LE 77 IE� STEM WALL. a •"i " • #4 CONT. _ m W - - II o J 1 J l J l a w NUT/WASHER/NUT FROM END OF STUD P HOLDDOWN PER PLAN SEE HOLSDOWN SHC. (3)-2X BLOCK'G a' I 11 NO NAILS REQ. FACE NAILS E o (12) 0.148" DIA. XT'co n 1 1 1 1 I Z STUD/POST y! �N' > � J PER HOLDDOWN SCH. I�, II D A: STRAP TYPE B: HOLDOWN 'I' a U d NOTE: 1-HOLDOWN STUDS TO RECEIVE SHEARWALL PANEL EDGE NAILING. 2-FOUNDATION DETAILS NOT SHOWN FOR CLARIFY. (4) 0.148" DIA. XT' 8 3-FOR ADDITIONAL REQUIREMENTS SEE SHEET S00. NOTE: NOTE: 1-FOUNDATION DETAILS NOT SHOWN FOR CLARIFY. 1-FOUNDATION DETAILS NOT SHOWN FOR CLARIFY. BEAM PER PLAN 2 7/g" PRE BENT SD02 2-FOR ADDITIONAL REQUIREMENTS SEE SHEET S00. 2-FOR ADDITIONAL REQUIREMENTS SEE SHEET S00. 4_0 HOLDDOWN FLOOR TO FLOOR 7 HOLDOWN TO FOUNDATION HOLDOWN TO FOUNDATION -SECTION HOLDDOWN TO FOUNDATION SECTION 1 HOLDOWN TO BEAM 3/4" = 1'-0" 3/4" = 1'-0" " 3/4" = 1'-0" 3/4" = 1'-0" 0 3/4" = 1'-0" V, TO V, POST PER HOLD DOWN SCH. PLYWOOD FLOOR SHEATHING CN O 00 HOLD-DOWN & INTERIOR SHEAR WALL A.B. PER PLAN 0 C BOTTOM PLA. CONNECTION PER SHEAR WALL O HOLDDOWN PER PLAN 2X STUDS SCH. E WSP PER PLAN W WSP PER PLAN DIAPHRAGM EDGE NAILING 2X OR 3X PL. N A.B. PER HOLD-DOWN 2X OR 3X Q SCHEDULE PL. PER PLAN -O TRIPLE JOISTS, Q � CLIPS (LTP4 OR A35) O) FLR SYSTEM PER SHEAR WALL SCH. O AT SHEAR WALL ENDS 2-2X TOP PLA. CONT. RIM BOARD W1 12-0.131"X2-1/2" WHEN APPLIED CONT. RIM BOARD OVER SHEATHING OR; 0) MSTA37 12-0.131"X1-1/1" WHEN APPLIED D_ DIRECT TO FRAMING Revisions STUDS Rev# Description Date BLOCK'G NOT SHOWN HOLDDOWN PER PLAN BEAM PER PLAN 5"X5"X3/8" A36 STEEL PL. (4) SIMPSON CONT. 2X RIM BOARD LTP4 EA. SIDE OF THE BEAM NOTE; 2-2X TOP PL. 1-SHEATHING NOT SHOWN FOR CLARITY. SHEAR WALL OFFSET 2-SEE OTHER DETAILS FOR MORE REQUIREMENTS. SHEAR WALL OFFSET 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR W/ (12) 0.131 x 11/2 ADDITIONAL REQUIREMENTS. BEAM PER PLAN BEAM PER PLAN HOLDDOWN DETAILS OFFSET TOP PLATE SPLICE AT DROP BEAM TOP PLATE SPLICE AT DROP BEAM B TYPICAL CLIP (LTP5 OR A35) 3/4" = 1'-0" I Y 3/4" = 1'-0" I 3/4" = 1'-0" I V 3/4" = 1'-0" RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL TYPICAL DETAILS Project number Project Number Date Issue Date Drawn By Author Checked By Checker SD02 Scale 3/4" = 1'-01, SHEAR WALL SCHEDULE Stud & Blacking Rim Joist or 2X Bottom Plate Attachment Sill Plate Attachment ANSI/APA Rated block Nail Size &Spacing @ Size @ Label Sheating Edges 4 5 Adjoining connection to PLF Capacity 9e [ 1[ 1 1 9 Anchor Bolt to Sill Plate Size [1][2][4][12][13] Edges top plate Nailing to Wood Below [9] Concrete Below @ Foundation [7][8] [3][6][14] [10][151 [11] W6 15/32" or if [12]applied one side one 0.131x2-1/2 @ 6" O.C. 2X6 Clip(A35 or LTP4)@ 24" O.C. 0.148x3-1/4" @ 6" O.C. 5/8" @ 48" O.C. 2X6 W4 15/32" or if [12]applied one one side 0.131x2-1/2 @ 4" O.C. 2X6 Clip(A35 or LTP4)@ 16" O.C. 0.148x3-1/4" @ 4" O.C. 5/8" @ 32" O.C. 2X6 W3 15/32" or 7/16" if [12]applied one side 0.131x2-1/2 @ 3" O.C. 2X6 Clip(A35 or LTP4)@ 12" O.C. 0.148x3-1/4" @ 3" O.C. 518" @ 16" O.C. 2X6 W2 15/32" or 7/16" if [12]applied one side 0.131x2-1/2 @ 2" O.C. 3X6 Clip(A35 or LTP4)@ 8" O.C. (2) ROWS 0.148x3-1/4" @ 4-1/2" O.C. 5/8" @ 12" O.C. 2X6 2W3[2] 15/32" or 7/16" if [12]applied two 0.131x2-1/2 @ 3" O.C. E.A. SIDE 3X6 Clip(A35 or LTP4)@ 12" O.C. EACH SIDE (2) ROWS 0.148x3-1/4" @ 5/8" @ 16" O.C. 3X6 sides 3" O.C. 2W2[2] 15/32" or 7/16" if [12]applied 0.131x2-1/2 @ 2" O.C. E.A. SIDE 3X6 Clip(A35 or LTP4)@ 8" O.C. (2) ROWS 0.148x3-1/4" @ 5/8" @ 12" O.C. 3X6 two sides EACH SIDE 2" O.C. Required Notes [1] Install panels either horizontally or vertically. [2] Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the apposite sides are not located on the same studs. [3] Blocking is required at all panel edges. [4] Provide shear wall sheathing and nailing for the entire length of the walls indicated on the plans. Ends of full height walls are designated by exterior of the building, corridors, windows, or doorways or as designated on plans. See plans for hold-down requirements. (Alternate note: walls designated as perforated shear walls require sheathing above and below all openings). [5] Sheathing edge nailing is required at all hold-down posts. Edge nailing may also be required to each stud used in built-up hold -dawn posts. Refer to the hold-down details for additional information. [6] Intermediate framing to be with 2x minimum members. Field nailing 12" O.C. [7] Based on 0.131x1-1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed oversheathing. [8] Framing clips: A35 or LTP4 or approved equivalent. [9] Where plate attachment specifies (2) rows of nails, provide double joist, rim or equal. Attach per details. [10] (In Seismic Design Categories D, E & F) Anchor bolts shall be provided with steel plate washers 1/4"x3"xW. Embed anchor bolts 7" minimum into the concrete. [11] Pressure treated material can cause excessive corrosion in the fasteners. Provide hot -dipped galvanized (electro-plating is not acceptable) nails and connector plates (framing angles, etc.) for all connectors in contact with pressure treated framing members. Alternate Notes [12] 7116" APA rated sheathing (OSB) may be used in place of 15/32" sheathing provided that all studs are spaced at 16" O.C. [13] Where wood sheathing (W) is applied over gypsum sheathing (G), contact the engineer of record for alternate nailing requirements. [14] At adjoining panel edges, (2) 2x studs nailed together may be used in place of a single 3x stud. Double 2x studs may be connected together by nailing the studs together with 3" long nails of the same spacing and diameter as the plate nailing. [15] Contact the engineer of record for adhesive or expansion bolt alternatives to cast -in -place anchor bolts. (Special inspection may be required). HOLD DOWN SCHEDULE MODEL No. Ga. A.B. Dia. A.B. MODEL STEM WALL A.B. MIN. EMBED. (le) FASTENERS STUD THICKNESS NOTE HDU14-SDS2.5 7 1" PAB8 11" (36)1/4"x21/2"SIDS 51/2"x51/2" USE; HEAVY HEX ANCHOR NUT HDU11-SDS2.5 10 1" PAB8 11" (30) 1/4" x2 1/2" SDS 3 1/2"x7 114" SEE SIMPSON C-C-2019/TABLE 1 HDU8-SDS2.5 10 7/8" PAB7 10" (20) 114" x 2 112" SDS 3 1/2"x4 1/2" SEE SIMPSON C-C-2019/TABLE 1 HDU5-SDS2.5 14 5/8" SB5/8X24 18" (14) 1/4" x 2 1/2" SDS 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HDU4-SDS2.5 14 5/8" S135/8X24 18" (10) 1/4" x2 1/2" SDS 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HDU2-SDS2.5 14 5/8" SSTB24 20 5/8" (6) 1/4" x2 1/2" SDS 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 DTT2Z 14 1/2" SSTB16 12 518" (8) 114" x2 1/2" SIDS 3x3 112" SEE SIMPSON C-C-2019/TABLE 1 MSTC52 16 N/A N/A N/A (48) 0.148 x 3-1/4" STRAP TIE; 24" CLEAR SPAN MSTC40 16 N/A N/A N/A (32) 0.148 x 3-1/4" STRAP TIE; 24" CLEAR SPAN MSTA49 18 N/A N/A N/A (26) 0.148 x 2-1/2" LTT19 16 5/8" SSTB16 12 5/8" (8) 0.148 x 3 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 LTT20B 12 5/8" SSTB16 12 518" (10) 0.148 x 3 3x3 112" SEE SIMPSON C-C-2019/TABLE 1 LTT131 18 5/8" SSTB16 12 518" (18) 0.148 x 1 112" 3x3 112" SEE SIMPSON C-C-2019/TABLE 1 HTT4 11 5/8" SB5/8X24 18" (18) SD#10 x 1 1/2" 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HTT5 11 5/8" S135/8X24 18" (26) 0.162 x 2 1/2" 3x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HD3B 12 BODY GA. 5/8" SSTB24 20 5/8" (2) x5/8" STUD BOLTS 3 1/2"x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HD5B 10 BODY GA. 5/8" SB5/8X24 20 5/8" (2) x3/4" STUD BOLTS 3 1/2"x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HD7B 10 BODY GA. 7/8" PAB7 10" (3) x3/4" STUD BOLTS 3 1/2"x3 1/2" SEE SIMPSON C-C-2019/TABLE 1 HD9B 7 BODY GA. 7/8" PAB7 10" (3) x7/8" STUD BOLTS 3 1/2"x4 1/2" SEE SIMPSON C-C-2019/TABLE 1 HD12 3 BODY GA. 1 1/8" PAB8 11" (4) A" STUD BOLTS 3 1/2"x4 1/2" SEE SIMPSON C-C-2019/TABLE 1 STHD8 14 N/A N/A 8" (16) 0.148 x 3-114" SEE SIMPSON C-C-2019/TABLE 1 STHD10 12 N/A WA 10" (20) 0.148 x 3-114" SEE SIMPSON C-C-2019/TABLE 1 STHD14 12 N/A WA 14" (24) 0.148 x3-1/4" SEE SIMPSON C-C-2019/TABLE 1 STHD8RJ 14 N/A WA 8" (16) 0.148 x 3-1/4" SEE SIMPSON C-C-2019/TABLE 1 STHD10RJ 12 N/A N/A 10" (20) 0.148 x 3-1/4" SEE SIMPSON C-C-2019/TABLE 1 STHD14RJ 12 N/A N/A 14" (24) 0.148 x 3-1/4" SEE SIMPSON C-C-2019/TABLE 1 Required Notes 1. HOLD-DOWN MARKS ON PLAN APPLY THE BASE OF FRAMED WALLS ON THAT PLAN, OR TO TOP OF CONC. U.N.O. 2. PAELS FROM INTERSECTING SHEAR WALLS SHALL BE EDGE NAILED TO ALL HOLD DOWN MEMBERS TO SHARE CORNER HOLD-DOWNS. THE LARGER OF THE HOLD-DOWNS SPECIFIED SHALL BE USED, U.N.O. 3. EDGE NAIL SHEATHING TO THE FOUNDATION MUD -SILL PLATE 4. HOLD-DOWNS OCCUR AT EACH END OF EACH SHEARWALL SEGMENT 5. HOLD-DOWN LOCATION AS SHOWN ON THE PLAN SUPERCEDES NOTE #4 6. PANEL EDGE NAILING SHALL BE EVENLY DISTRIBUTED AMONG MEMBERS IN HOLD-DOWN STUDS, W HICH SHALL BE LAMINATED TOGETHER WITH 12d @ 6" O.C. U.N.O. 7. GRADE A36 THD'D ROD OF SAME H MAY BE USED IN LIEU OF'PAB'. A x 2 112 x 2 1/2" PL WASHER SHALL BE INSTALLED AT THE BASE, NUTTED BOTH SIDES W/ A HEAVY HEX NUT AT THE BOTTOM SIDE SPACING SHEATHING EDGE AT BOTTOM PL. /SINGLE ROW OF FASTENERS I II SPACING 111 II I I SPACING �/ /I /I (V PANEL EDGE 0 SHEATHING EDGE AT BOTTOM PL. a /DOUBLE ROW OF FASTENERS PANEL EDGE 2X C FLR 3-16d COMMON 2X FULL HT. BLOCKING 1 ST & 2ND BAYS @ 48" O/C EXTERIOR SHEAR WALL FLOOR DIAPHRAGM WITH FLOOR JOISTS PARALLEL TO WALL SHEAR TRANSFER AND FRAMING DETAILS -� 3/411 = 1 1-011 HORIZONTAL PANEL EDGE M (V °I I ° o SPACING SPACING F SPACING I SPACING I V I-T I� I -I SHEATHING EDGE AT TOP PL. /SINGLE ROW OF FASTENERS DOUBLE ROW FASTENERS SINGLR ROW FASTENERS PANEL SPLICE OVER HORIZONTAL FRAMING MEMBERS PANEL EDGE (V INCREASE STUD O NAILING _ o SPACING II N I" sPAClric I ACING SP'I 'I I`I I" II I= SHEATHING EDGE AT TOP PL. /DOUBLE ROW OF FASTENERS INCREASE STUD NAILING HORIZONTAL PANEL EDGE INCREASE STUD NAILING PANEL EDGE BLOCK'G,SAME SPECIES AS TOP PL. (2XFLATW ISE SHOWN) INCREASE STUD NAILING 'X20 GAGE ASTM 36 STEEL STARAP @ 48 "O/C EXTERIOR SHEAR 2-16d COMMON END NAILS DMMON END NAILS 2X OR 3X BOTTON FLR SYSTEM PER PLAN T. RIM BOARD IN W6 W3&W4 2, 2W3 & 2W2 2X OR I-JST PER PLAN V END NAILS NOTE; OOT SEE NAILING SCH. & SHEAR WALL SHC. FOR MORE INFO. x LTP4) PER SHEAR WALL 12)0.131X2-1/2" SHEAR PANEL, PER PLAN & SHC. DMMON END NAILS 4-8d COMM EXTERIOR SHEAR WALL FLOOR DIAPHRAGM WITH FLOOR JOISTS PERPENDICULAR TO WALL EAR PANEL, 2 PLAN & SHC. 20 GAGE ASTM 36 ;TEEL STARAP @ 48 "O/C RIM BOARD IN W6 J3&W4 '.,2W3&2W2 D NAILS 4) PER SHEAR WALL 31X2-1/2" SHEAR PANEL, PER PLAN & SHC. ;OMMON END NAILS EXTERIOR SHE 2XOR3 FLR SYSTEM PER PLAN 2X OR I-JST PER PLAN 2x6 PT EXTERIOR SHEAR WALL FLR DIAPHRAGM WITH FLR JOISTS PERPENDICULAR TO WALL SHEAR PANEL, & SHC. \GE ASTM 36 STARAP @ 48 "O/C DER SILL PL. v1MON END NAILS iNT. RIM BOARD IN W6 NW3&W4 W2,2W3&2W2 R PANEL, 'LAN & SHC. ND NAILS 2 SHEAR WALL 1/2" 2-8d PER FOOT E.N. INC. STEM WALL PER PLAN K10" A.B. W/ 3"X3"X0.229" PL. .7" EMBED IN CONC. V� .. O/C MAX. SEE SHEAR WALL SCH. W/12" FROM EACH CORNER RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E E Z � J d U V r O V O N O O O C O E LU U) 4) L ii (D Q Q U O O O CO d Revisions Rev# Description Date STRUCTURAL TYPICAL DETAILS Project number Project Number Date Issue Date Drawn By Author Checked By Checker PANEL ATTACHMENT WOOD STRUCTURAL PANEL (WSP) ATTACHMENTS 3/411 = 1 1 -091 PANEL SPLICE ACROSS STUDS Scale SD2.1 3/4" = 1'-0" 0.5" CLEARANCE LSTA24 STRAP EA. SIDE WOOD STRUCTURAL it `C p W/(18)-10d SIMPS. TIE STRAP PANEL(WSP)SHEATHING ^ WASy rI BEAM PER PLAN LSTA 24 @ 48" O/C I ,: EXTERIOR WALL Q BEAM PER PLAN PER PLAN DBL. TOP PL. SHEET METAL STAP �ICU ♦� WOOD BEAM WOOD BEAM (2)-SIMPS. ST6215 STRAP TIE EA.SIDE OF BEAM PER PLAN PER PLAN WEB STIFFENERS EA. SIDE WEB STIFFENERS EA. SIDES 1 Z7 SIMPS. ECC66o. CONNECTED AS SHOWN PER MANUFACTURER PER MANUFACTURER W/ 2-5/8" BOLTS TO BEAM & W/ (20)0.162X2-1/2" 2-5/8" BOLTS TO POST / 15/ 2 0 0 0 0 WOOD BEAM OR �� • L ----- , k�l5T1c� S - I� 1 GLULAM BEAM POST 6X6 POST CL °• 6X6 POST INTERIOR WALL ° SIMPS. 6X6 POST PER PLAN 2X OR TJI JST 7 W/ 2-5/8" BO BOLTS TO POST & 4-5/8" BOLTS TO BEAM POST CL PER PLAN 2X OR TJI JST ° PER PLAN (2) 16d COMM. TE NAILS (2) 16d COMM. TE NAILS EA. SIDE EA. SIDE GLULAM OR SOLID SAWN SIMPS. POST CAP BEAM PER PLAN PER PLAN (3) 2X STUDS U.N.O. SIMPS. METAL HANGER PER PLAN POST PER PLAN W & HAJ WOOD BEAM TO END COLUMN WOOD BEAM TO END COLUMN WITH WOOD BEAM COLUMN TOENAIL Wilson & HAJ Consultant Engineers, LLC WOOD BEAM TO COLUMN CONNECTION 2 CONNECTION 3 STRAP TIE CONNECTION 5 BEAM JOIST CONNECTION n WOOD END COLUMN WITH STRAP 3/4" = 1'-0" 3/4" = 1'-0" 3/4" — 1'-0" Y 3/4" — 1'-0" 3/4" — 1'-0" " 3/4" = 1'-0" 1N0 ESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER LEAVE GAP FOR JOIST PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / SHRINKAGE 8d @ 6" O.C. OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 8d @ 6" O.C. NAIL SHEATHING INTO WOOD STRUCTURAL PANEL WSP ENCLOSED DRAWING. W ILSON & HAJ CONSULTANT BLOCKING ( ) ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE w/ 8d @ 4" O.C. SHEATHING PER PLAN BUNDLED JOISTS PER PLAN CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID WOOD STRUCTURAL PANEL(WSP)L MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST SHEATHING PER PLAN FLOOR WSP (2) 0.162X3.5" NAILS AT HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST 12" O.C. EA. SIDE STAGGERED CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE SIMPS. TIE STRAP SIMPS. TIE STRAP THEREAFTER. LSTA 24 @ 48" O/C LSTA 24 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND ------------- --------- DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR 7 DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY JOIST PER PLAN WORK. JOISTS PER PLAN BEAM PER PLAN 2x BLOCKING IF GLULAM BEAM USED FOR 2x BLOCKING @ 48" O.C. COLLECTOR. NAILING AS REQUIRED FOR SHEAR - - - - - - - - - - - - - - - - - - 2x BLOCKING W/ (3) 10d EA. END TRANSFER BEAM PER PLAN SHEAR CLIPS AS REQUIRED WEB FILLER BLOCKS JOISTS PER PLAN CONTINUOUS 2x IF GLULAM BEAM USED FOR JOIST HANGER PER SCHEDULE OR PLAN JOIST PER AT BUILT UP "I" JOTS COLLECTOR. NAILING AS REQUIRED FOR PLAN OISTS JOIST HANGER TO MATCH SHEAR TRANSFER JOISTS -SEE STRUCTURAL SIMPS. METAL HANGER JOIST HANGER NOTE: PROVIDE WEB STIFFENERS NOTES S00 PER PLAN GLULAM BEAM PER PLAN IF REQUIRED BY JOIST MFR. 2x JOIST PER PLAN GLULAM OR SOLID BEAM SECTION AT PLATFORM FRAMING SECTION AT JOISTS HANGERS T, JOIST DIMENSIONAL LUMBER SIMPS. METAL HANGER n JOIST TO GLULAM BEAM _SOLID SAWN n TYPICAL BUILT-UP BEAM n BEAM TO JOIST BEAM TO BEAM CONNECTION 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-091 — I" 3/4" = 1'-0" E z Z:) J NON -BEARING PARTITION WALL U d 8d @ 6" O.C. 2x BLOCKING OVER SILL PLATE AS REQUIRED 2-20d FACE NAILS @ ENDS & SPLICE SPLICE }, STUD FLOOR SHEATHING PER PLAN Sd @ 6" O.C. TYP. 20d @ 32" O/C STAGGER METAL PIECES NOT TO TOUCH. BOTTOM PL. 0 2 IN 2 ROW 2X4 @ 32" O/C of DTC VERTICALLY SLOTTED CLIP @ EACH FLR SYSTEM U DTC VERTICALLY SLOTTED CLIP @ 36 " U BLOCK FLR SYSTEM JOISTS PER PLAN o 0 0 JOISTS PER PLAN O.C. TO JOIST M 2x TOP PLATE 2x TOP PLATE 2x BLOCKING @ 36" O.C. w/ (3) 16d EACH END O 2xSTUDS PER PLAN 2x STUDS PER PLAN o 0 0 0 2-8d EA. SIDE MULTIPLE FLOOR JOIST AS FLOOR JOIST I -JOIST TYP. REQUIRED. CONNECT TOGETHER PER PLAN 0' - 2" PER MANUFACTURER N. z 2-10d NAILS 20 GA. NAILABLE INSTRUCTIONS RMANUFACTURER MIN. EA. END, TYP. METAL CROSS FLOOR JOIST WEB 0' - 2" BRIDGING, TYP. M FILLER w O (3)-2X JOIST PER PLAN JST PER PLAN NOTES: 00 NOTE: 1. PROVIDE BRIDGING @ INTERVALS NOT EXCEEDING 6'-0" O.C. O SOLID SAWN & TRUSS 2" LUMBER LAYERS 2. PROVIDE ONE LINE OF BRIDGING NOT FARTHER THAN 4" FRAMING SIMILAR BEAM SIZE PER PLAN FROM EACH END OF EACH JOIST. co 20d=4"x0.192" -6 NON -LOAD BEARING WALL TO FLOOR NON -BEARING PARTITION WALL - 0 CONNECTION BOTTOM NON -BEARING PARTITION WALL - TOP BUILT-UP BEAM OR GIRDER I -JOIST BRIDGING DETAIL UJ 3/4" = 1'-0" NTS NTS 3/4" = 1'-011 3/4" = 1'-0"ii U) a) Q Q U � O O � d Revisions Rev# Description Date BEARING AND/OR SHEARWALL PER PLAN SHARING EARWALLDPER PLAN BEARING AND/OR SHEARWALL PER PLAN PLATE NAILING PER PLATE NAILING PER SHEARWALL SCHEDULE BEARING AND/OR PLATE NAILING PER SHEARWALL SCHEDULE R E S U 6 0.148"X3.25" @ 6" O.C. MIN. SHEARWALL PER PLAN SHEARWALL SCHEDULE 0.148"X3.25" @ 6" O.C. MIN. (3) 0.148"X3„ 0.148"X3.25" @ 6" O.C. MIN. PLATE NAILING PER Mar 08 2023 SHEARWALL SCHEDULE EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. 0.148"X3.25" @ 6" O.C. MIN. EDGE NAILING PER SCHED. CITY OF EDMONDS PER STRUCTURAL NOTES S00 RIM/BLOCKING TO TOP DEVELOPMENT SERVICES FLOOR SHEATHING AND NAILING FLOOR WSP PLATE PER SHEARWALL DEPARTMENT 2X4 SQUASH BLOCK E.N. PER SCHED. PER STRUCTURAL NOTES S00 RIM/BLOCKING TO TOP PER STRUCTURAL NOTES S00 SCHEDULE -PROVIDE QTY. TO MATCH PLATE PER SHEARWALL SCHEDULE- @ 6" O.C. MIN. NOTE: WEB STUDS/POSTABOVE FLOOR WSP SCHEDULE -PROVIDE 16d EA. FLANGE STIFFENER AS REQ'D 3-16d COMM END NAILS NAILING PER NOTES IN S00 RIM/BLOCKING TO TOP 0.148-X3.25" @ 6" O.C. MIN. PER JOIST SUPPLIER PLATE PER SHEARWALL — SCHEDULE -PROVIDE I I II STRUCTURAL CONT. RIM BOARD a RIM/BLOCKING TO TOP I _// (4) 8d CLENCHED PLATE PER SHEARWALL 1 (2)-8d EA. SIDE a m SCHEDULE -PROVIDE I TYPICAL 0.148"X3.25" @ 6" O.C. MIN. �II CANTILEVER AT SIM. LJ E.N. PER SCHED. JOIST PER PLAN E.N. PER SCHED. FRAMING PER PLAN E.N. PER SCHED. DETAILS FRAMING PER PLAN BEARING AND/OR FLOOR JST. PER PLAN E.N. PER SCHED. BEARING AND/OR BEARING AND/OR BLOCKING AT 48" O.C. SHEARWALL PER PLAN SHEARWALL PER PLAN ADD RIM AS REQUIRED BY KG. SHEARWALL PER PLAN SHEARWALL SCHEDULE DOUBLE JOIST ADD RIM JOIST/BLKG. NOTES: BEARING AND ADD RIM JOIST/BLKG. SHEARWALL PER PLAN AS REQUIRED BY NOTES: Project number Project Number NOTE: SQUASH AS REQUIRED BY NOTES: BLOCK REQ'D WHEN SHEARWALL SCHEDULE 1. SECURE JOIST TO WALL WITH SHEARWALL SCHEDULE 1. SECURE JOIST TO WALL WITH POST ABOVE FROM END. 0.131"X2.5" 1. SECURE JOIST TO WALL WITH 0.131"X2.5" EA. SIDE, 1 1/2" MIN. EA. SIDE, 1 1/2" MIN. 0.131"X2.5" EA. SIDE, 1 1/2" MIN. WEB STIFFENER EA. FROM END. FROM END. Date Issue Date 2. SECURE RIM JOIST TO BLKG. WITHL 2. SECURE RIM JOIST TO BLKG. WITH PER SUPPLIER 0.131"X2.5" NAIL TOP AND BOTTOM. 0.131"X2.5" NAIL TOP AND BOTTOM. Drawn By Author JOIST TO BRG. PL. WEB STIFFENER SQUASH BLOCK JOISTS PARALLEL JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PERPENDICULAR Checked By Checker n I -JOIST NAILING REQS. AT BEARING TYPICAL EXTERIOR WALL TO FRAME TYPICAL EXTERIOR WALL TO FRAME n TYPICAL INTERIOR WALL TO FRAME TYPICAL EXTERIOR WALL TO FRAME 3/4 — i-0913/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" D03 Scale NTS 'T T T T T T T T T T T T T T FRAMING ANGLES, NO SPLICE ALLOWED OVER HEADERS 4'-0" MIN. BTWN. SPLICES EA. SIDE TOP & BOTTOM OF (SPLICE OVER BEAR'G) FULL HEIGHT STUD A., CONT. PL. TO MATCH STUD 2X STUD @ SIZE WHEN USE DBL JST 16" O/C HEADER 14-16d EA. SIDE OF SPLICE OR; 20-16d EA. SIDE OF SPLICES @SHEAR WALLS NO SPLICE ALLOWED AT HEADER LOCATION 2-2X TOP PL. W/ 16-d @ 18" O/C 16d-FACE NAIL @ 12" O/C 3-16d FACE NAIL FRAMING ANGLE 3-16d FACE NAIL EA. OF HEDER HEADER SEE SHC. BLOCKING AS REQUIRED ROUGH OPENING SEE ARCH. DRAW'G MIN. 2 JACK STUDS 2X SILL PL. MIN. 2 FULL HEIGHT STUDS 2X CRIPPLES @ 16" O/C 16d-COMMON @ 12" O/C 2X OR 3X TREATED PL. 2X STUDS @ 16" O/C FLOOR OR FOUNDATION LEVEL In L z TYP. STUD WALL CONSTRUCTION 3/4" = 1'-0" 3-2X12 JST FLR SYSTEM 2X12 STRINGER@ 18" SEE ARCH. DRAW'G WOOD STAIR DETAILS 3/411 = 1'-011 4 BOARDS MIN. TREADS; 2X OR 5/4 BOARDS h "NOSE ��' M 1"NOSE 0 2X12 STRINGER@ 18" O/C MAX. SEE ARCH. DRAW'G 3"X"3X1/4"X0'-3" ANGLE W/ 1/2" BOLT @ EA. LEG & @ EA. STRINGER S.O.G. LEVEL 244 e FROST DEPTH 0'-4" 0'-6" 0'-4" CUT POST AT BOTTOM TREAD ELEVATION WHEN NO STAIR GUARI STAI R -S @ 6" O/C STRINGE FLR SYSTEM 4x4 P 10x10" SQUARE OR 12" DIA. FOOTING SECTION 4" S.O.G. (2) 1/2" DIAMETER THROUGH -BOLTS WITH WASHERS REQUIRED ONLY IF GUARD IS REQUIRED; OTHERWISE USE (2) #8 WOOD SCREWS 2:3-1/2" LONG OR (2) 16d THREADED NAILS ATTACH 2x4 BEARING BLOCK USING (8) #8 WOOD SCREWS a3-1/2" LONG OR (8) 16d THREADED NAILS OSTOST DE FLR LEVEL STUD WALL HEADER AT ROOF OPENING MAX. ROUGH OPENING HEADER, U.N.O. UP TO 4'-0" 6x6 OR 4x8 4'-1" TO 6'4" 6x8 OR 4x10 6-1" TO 8'4" 6x10 OR 4x12 8'-1" TO 10'-0" 6x12 OR 4x14 OVER 10'-0" SEE PLANS STUD WALL HEADER AT FLOOR OPENING MAX. ROUGH OPENING HEADER, U.N.O. UP TO 4'-0" 6x6 OR 4x10 4'-1" TO 6-0" 6x10 OR 4x14 6'-1"TO V-0" 3 1/8"x12"GLB OR 6x12 8'-1"TO 10'-0" 3 1/8"x15"GLB OR 5 1/8"x10 1/2"GLB OVER 10'-0" SEE PLANS NOTE: USE HANGERS WITH CONCEALED FLANGES FOR HEADER AND MIN 6x6 POSTS AT SPANS GREATER THAN 10'-0" OR AT GLULAM BEAMS BEAMS & PURLINS WWPA AND NDS PRESCRIPTIVE RECOMMENDATIONS D oe D D/4 _D/2.5 MAX MAX 5/8" MIN 5/8" MIN � ft� 00�_ 40% EXTERIOR NON- BEARING AND BEARING WALLS ANY WALL WALLS USE APPROVED STUD SHOE FOR LARGER OPENINGS. INSTALL PER MANUFACTURER INSTRUCTIONS DRILL D/60 HOLE BEFORE CUTTINC NOTCH IN WOOD APPROVED NAIL STOPPER PLATE ELECTRICAL OR PLUMBING PROTECTION NOTCHES AND PENETRATIONS IN SOLID SAWN JOISTS AND STUDS 111 = 1'-0" 5/8" MIN 60% 5/8" MIN NON- BEARING WALLS OR NOT MORE THAN 2 SUCCESSIVE STUDS AND DOUBLED WOOD STUD(S) AS REQUIRED NOTE: THIS DETAIL SHALL APPLY FOR ELECTRICAL CONDUITS, PLUMBING AND FOR ANY OTHER USES WHICH REQUIRED NOTCHING. RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HAJ Wilson & HAJ Consultant Engineers, LLC NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. E z � � J 0- d U 4_0 M M 0 V O N O O O c O E W U) a) (D Q Q U O O O � 0- Revisions Rev# Description Date STRUCTURAL TYPICAL DETAILS Project number Project Number Date Issue Date Drawn By Author Checked By Checker SD3.1 Scale As indicated ROOF SHEATHING PER STRUCTURAL NOTES, SHEET S00 SIMPS. H2.5A @ 24" O.C. W/ (5) 8d (.131X1 112") TRUSS W/ (5) 8d (.131X1 1/2") TOP PLATE SIMPS. H2.5A @ 48" O.C. TOP PL. TO STUD W/ (5) 8d (.131X1 1/2") TRUSS W/ (5) 8d (.131X1 1/2") TOP PLATE BEAM/HDR @ SIM. SECTION EXTERIOR WALL AT ROOF 3/4" = 1'-0" uss AN VECTOR SEE PLANS LATE MODEL CITY. NO. OF PLIES FASTENERS TO GIRDER 11 1 2 (16) 0.148X3 1/4" LGT3-SDS2.5 1 3 (12) 1/4"X2 1/2"SDS LGT4-SDS3 1 4 (16) 1/4"X3" SDS n GIRDER TRUSS TO PLATE CONNECTION 3/4" = 'V-0" RAFTER AND BEAM CONNECTION 3/4" = 1'-0" ROOF WE- PER PLAN 2-8d W ST S PER PI DBL HE ROOF FRAMING PER PLAN A35 @ 48" O.C. (6) 1OD X1 1/2" (.148" DIA. X1 1/2") 8D@6"O.0 2X VENTED BLKG. TOE NAIL TO TRUSS W/ (2) 12D EACH SIDE (.148" DIA. X3 114") ARCHITECTURAL BLOCK AS REQ'D BY SIDING/TRIMS P.E.N. PER PLAN SEE SHEAR WALL SCHEDULE S00.1 8d @ 4" O.C. L 2X4 BLOCK'G W/ 2-10d EACH SIDI CHORD OR RAFTER PER PLAN NOTE; 1. SEE ROOF NOTE & NAILING SCH. FOR ADDITIONAL REQUIRMENTS. RIDGE STRAP & RAFTER CONNECTION 3/4" = 1'-0" SIMPS. H2A @ 24" O.C. ROOF WSP 8d @ 4" O.C. LESSER OF /_ I - _ 2X4 MIN. OUTLOOKER U2 OR 2' W/ (2) 12d EA. SIDE 2X BLOCKS W/ 8d @ 6" O.C. V ` GABLE ENDWALL TRUSS PER PLAN n RAKE OVERHANG _OUTLOOKER 2X BLOCKING ;OMM. NAILS TER .AN E.A. RAFTER 'LAN N 2X6 @ 16" O/C 2-2X6 PL. 2X6 @ 16" O/C 2-8d 2X6 CONT. PL. W/ 3-10d OVER FRAMING 8d @ 8" O/C TRUSS PER PLAN SLOPE / PER PLAN ROOF WSP CHORD OR RAFTER 3-16d TOE NAILS @ EA TRUSS BOTTOM CHORD TO RAFTER OR CHORD TYP. OVER FRAMING CONNECTION 3/4" = 1'-0" 2X BLOI W/ (2)-8 EA. SIDI EXISTIN EXISTING FLR EXISTING RIM EXISITNG NEW NEW ROOF TO EXISITNG WALL 3/411 = 1'-0" ir�i rciwraircr{r d EVERY RAFTER OR TOP CHORD ROOF WSP PER SPEC. IN I n CEILING JOIST TAPER CUT 1'-0" 8d @ 4" O.C. ROOF WSP 8d @ 4" O.C. 2X LOOKOUT BLOCK 1' W/ (2) 12 d EA. SIDE TRUSS PER PLAN GABLE END TRUSS OR ENDWALL RAKE OVERHANG LOOKOUT BLOCKS 3/411 = 1'-011 RAFTER OVER FRAMING CONNECTION 1 /2" = 1'-0" 4-10d PER BLOCK'G 2X4 BLOCK'G @ 24" O/C 1 �- ��• C 1 B.N. PANEL NAILING /15/ 2 8d @ 6" O/C 10d @ 4" o/c SEE NOTES 4-10d PER BLOCK'G 5 I v TJ�� 2-10d FACE NAILS 2-10d FACE NAIL EA. ENDC p�-y1.7• "_v yJ�L ` l` EA. END MAX. WOOD STRUCTURAL PANEL SHEAR WALL / / / PANEL NAILING SEE NOTES PER PLAN END GABLE TRUSS / / / DIAGONAL BRACE @ 1/3 POINTS IF NEEDED W HAJ VERTICALS / / �J 2X6 DIAGONAL BRACING @48" O/C 2X6 HORIZONRAL BRACE / W/ (4)-16d COMMON WIRE NAILS TO TRUSS VERTICALS & W/(5)-10d COMMON WIRE NAILS TO BLOCKING Wilson & HAJ Consultant Engineers, LLC W/(2)-10dTOTRUSS / // VERTICALS / / NOTES: / ROOF TRUSS 1-THESE DRAWINGS ARE THE PROPRIETARY WORK 2X4 HORIZONRAL BRACE / PER PLAN NOTCH GREATER PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT W/ (4)-10d TO TRUSS / / THAN 50 PERCENT OF RPS18 ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF VERTICALS / (2)-SIMPS. THE PLATE WIDTH STRAP TIE W/ ( W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF / 12-16d THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ E.N. • • • • CONSULTANT ENGINEERS, LLC) IS PROHIBITED. • • • • • •' ' 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE • • ' DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S EXTERIOR SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER END WALL PER PLAN 2-10d FACE NAIL PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / EA. END TOP PLATE OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 2X4 BLOCK'G @ 24" O/C PIPE ENCLOSED DRAWING. W ILSON & HAJ CONSULTANT 2xSTUD ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE A34 FRAMING ANGLE PER PLAN CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS @ 24" O/C BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID 2-2X TOP PL. MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST TOP PLATE FRAMING TO CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE SAMPLE ENDGABLE TRUSS n ACCOMMODATE PIPING THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL AND 3/8" = 11-0" 3/4" = 1'-0" DIMENSIONS AT THE JOB SITE AND NOTIFY TOHE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. 2X4 @ 48' STC ROOF TRUSS CLIP 4 @ 48" O.C. BOTTOM CHORD � O OR CEILLING JOIST �$ 1' - 4" 1/2" DRYWALL (MIN.12) DS DRYWALL STOP 1 518" DRYWALL (MIN.16"I NOI NON BEARING WALL WALL PERPENDICULAR NON BEARING WALL CONNECTION NEW �� EXISTING NOTE; SHEATHING NOT SHOWN FOR CLARITY. NEW TO EXISITNG TOP PLATE WALL PARALLEL 2X BLOCKING AILS 4FTER PLAN ZAFTER 9, 48" O/C NOTE; SHEATHING NOT SHOWN FOR CLARITY NOTES; 1-SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2-SEE SHEAR WALL SCH. FOR WSP DETAILS. 3-USE; H1 TIE W/ (61-8d TO CHORD & (418-d TO PL.(TRUSS TO TOP PL. CONNECTIONS 4-USE; H2.5A TIE W/ (5) -8d TO CHORD & (�8-d TO PL.(TOP PL. TO STUD CONNECTION 5- SEE ARCH. PLANS FOR OVER HANG (O.H.) LENGTH. 10 RAFTER AND WALL CONNECTION 3/4" = 1'-0" RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E c�6 Z � Z:) J d U qlzl- r O V O N O O O C O E LU U) 0) L i N Q Q U O O O � d Revisions Rev# Description Date STRUCTURAL TYPICAL DETAILS Project number Project Number Date Issue Date Drawn By Author Checked By Checker SD04 TYP. DORMER DETAIL 3/4" = 1'-0" 3/4" = 1'-011 Scale As indicated FTG PER PLAN W/ 1112 TOP SLOPE DECK POST DETAILS 3/4 1 0 FLOOR PER FLOOR JOISTS P.T. POST PER PLAN POST BASE CBSQ44 FOR 4X4 POST CBSQ66 FOR 6X6 POST GRADE LEVEL d' 4 ,d ; .4a ad Q a -1LOW FROST LEVEL SIZE PER PLAN NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECK ATTACHMENT FOR LATERAL LOADS 3/4" = 1'-0" 2x BLOCKING STUD WALL PER PLAN ""�"THING G ASHING FOR WATERTIGHTNESS 4 DECKING ' 114" GAP 2X W/ EA WOOD BEAM TO END C(LUMN BRACING 3/4 11-011 'PROVED JOIST HANGERS ;E;SIMPS. LUS28 HANGER B MIN. P.T. LEDGER JST BE EQUAL OR GREATER THAN THE RAFTER SIZE ' 1/2-INCH LAG SCEW @ 18" O/C (STAGGAR FASTENERS 2 ROWS) HOLD-DOWN DEVICE MIN 750 LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD- DOWN MANUFACTURER. A FULLY THREADED 314" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. 16d NAILS @ 8" O.C. LEDGER TO BLOCKING B.N. H2 TIE CLIPS @ 24" O.C. WOOD STRUCTURAL PLAN SHEATHING PER PLAN ROOF RAFTERS PER PLAN 2x_ CONTINUOUS P.T. LEDGER w/ (3) 16d EACH STUD \ / SEE PLAN & S.W. SCHED. HEADER PER PLAN WHERE OCCURS NOTE: FLASHING PER RCHITECTURAL REQUIREMENTS LOW ROOF CONNECTION TO WALL SOLID SAWN 3/4" = 1'-0" NOTE: THIS DETAIL IS WHERE FLOOF PARALLELTOI FLOOR PER PI FLOOR JOI! SHEATHING SIDING FLASHING FOR WATER TIGHTNESS ROOF WSP APPROVED JOIST HANGERS ROOF JOIST PER PLAN 2x8 MIN. P.T. LEDGER W/ 1/2-INCH LAG SCEW @ 18" O/C STAGGAR FASTENERS IN 2 ROWS) EMBED. PER BOLT MANUF MIN. 5" JNECTOR PER PLAN 6X6 POST 2X BLOCKING W/ (3'-- BLOC aJOIST TO BEAM CONNECTION 3/4 1 019 STAGGER FASTENERS IN 2 ROWS z PER PLAN fV 5.5"MIN. FOR 2X8 6.5"MIN. FOR2X10 7.5"MIN. FOR 2X12 LAG SCREW, THROUGH -BOLT OR A.B. WITH WASHER P.T. LEDGER LEDGER BOARD DETAILS 6" MIN. CONCRETE WALL _ APPROVED JOIST HANGERS USE;SIMPS. LUS28 HANGER 2X JOIST PER PLAN FLOOR WSP 2x8 MIN. P.T. LEDGER MUST BE EQUAL OR GREATER THAN THE RAFTER SIZE W/ 1/2" APPROVED EXPANSION, EPDXY OR ADHESIVE ANCHOR WITH WASHER @ 15" O/C IN 2 STAGGER ROWS NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. LEDGER BOARD TO CONCRETE WALL CONNECTION 3/4" = 1'-0" VU VVFILL ROVED JOIST HANGERS ;SIMPS. LUS28 HANGER < JOIST PER PLAN FLOOR WSP LEDGER )UAL OR GREATER tAFTER SIZE ... .__ _>MM. NAILS NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. JOISTS PER PLAN H1 TIE @ E.A. JST LEDGER BOARD DETAILS STAGGER FASTENERS IN 2 ROWS 5.5"MIN. FOR 2X8 6.5"MIN. FOR 2X10 7.5"MIN. FOR 2X12 4X4 POST, TYPIC,"' DO NOT NOTCH 36" MIN. (2) 1/2" DIAMETE THROUGH -BOLL WASHERS GUARD POST (2) 1/2" DIAMETER THROUGH -BOLTS AND WASHERS — 2" MIN. -1/2" MIN. AND 5" MAX. 2 2" MIN. OUTSIDE -JOIST MIN. 2X8 (NOM.) SEE DETAIL (A) FOR GUARD COMPONENT ATT A ^I REQUIREMENTS GUARI RIM JC MIN. 2: HOLD- ANCH( JOIST MIN. (2)1/2" DIAME THROUGH -BOLTS WASHERS SECTION SECTION CV-011 KAAY QDAr`IAI(_ nvn MAI I IC M HLL )VV I rir— r'HJJHl7C Vr A 4" DIAMETER SPHERE PROPOSED GUARD RAIL DETAIL A SEE DETAIL (A) FOR GUARD COMPONENT ATTACHMENT REQUIREMENTS - AT FIRST INTERIOR BAY, PROVIDE 2X BLOCKING AT GUARD POSTS WITH HOLD-DOWN ANCHORS; ATTACH BLOCKING WITH 10D THREADED NAILS TOP AND BOTTOM, EACH SIDE OUTSIDE -JOIST MIN. 2X8 (NOM.) �0 0 ALTERNATE ATTACHMENT OF L HOLD-DOWN ANCHORS TO FRAMING MEMBERS POSIBLE PER MANUFACTURER'S INSTRUCTIONS. GUARD POST GUARD POST TO OUTSIDE JOIST DETAIL B ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS POSIBLE PER MANUFACTURER'S INSTRUCTIONS. 2X6 OR 5/4 BOARD RAIL CAP: ATTACH TO GUARD POST WITH (3) #12 BY 3" LONG SCREWS OR (3) 16d THREADED NAILS WITH 0.148" NOMINAL DIAMETER ?X4 TOP AND BOTTOM; ATTACH FO GUARD POT WITH (2) 8d THREADED NAILS OR (2) #8 HOOD SCREWS >_ 2-1/2" LONG DN INSIDE FACE INIMUM NOMINAL 2X8 RIM OR UTSIDE JOIST fl l IflVl I UfILVJ I LI.� AT TOP AND BOTTOM WITH (1) #8 WOOD SCREW OR (2) 8d POST -FRAME THREADED NAILS WITH 0.135" NOMINAL DIAMETER I,W_1►&VAI iTI9 HOLD-DOWN ANCHOR JOI; ALIGN GUj POST AT J LOCATION 2" MIN. RIM JOIST 2-1/2" MIN. AND 5" MAX. �r— 2X8 (NOM. 2" MIN. HOLD -DO\ ANCHOR PLAN VIEW GUARD POST TO RIM JOISTDETAIL C RESUB Mar 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3UARD DOST NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (W ILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. a) D E (6 Z D J � d U V V, TO V, O N O 00 CA co c O E LU rn 4) m Q Q U D o CA O � D- Revisions Rev# Description Date STRUCTURAL TYPICAL DETAILS Project number Project Number RIM JOIST MIN. 2X8 (NOM.) Date Issue Date Drawn By Author Checked By Checker SD05 LEDGER BOARD DETAIL 3/4" = 1'-0" LEDGER BOARD TO STUD WALL CONNECTION C8) 3/4" = 1'-0" WOOD DECK GUARD RAIL DETAIL 1 11 =1-0 Scale As indicated