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APPROVED BLD RESUB5 BLD2023-1619+Architectural_Plan+10.3.2024_1.27.00_PM+4539942• 1 1 ■ OBTAIN A SEPARATE • 1 • PLUMBING PERMIT 1 FROM THE CITY OF • 1 • EDMONDS. 1 ■ • 1 • 1 1 OBTAIN ELECTRICAL •. PERMIT FROM STATE LABOR & • 1 INDUSTRIES 1 ■ • 1 .......................................7 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 SCL ENTERPRISES BROOKES DESIGN. INC 206-579-3141 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 IR i ck Ehrenberg Digitally signed by Rick Ehrenberg I Date 05129i2023 Date: 2023.05.29 11,21:49-07'00' 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 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall &h 21 int 0.056 Floor 30 0.029 Below Grade Wall `h 10/15/21 int + TB 0.042 Slab d,f 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. b The fenestration U-factor column excludes skylights. "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. e For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth 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. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard In framing 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 Options Fuel Normalization Descriptions I Credits - select ONE User Notes heating option 1 Combustion heating minimum NAECAb 0.0 O 2 Heat pump` 1.0 Q 3 Electric resistance heat only - furnace or zonal -1.0 O 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 O Energy Credits - select ONE Options Energy Credit Option Descriptions energy option from d each category 1.1 E3ficient Building Envelope 0.5 O 1.2 Efficient Building Envelope 1.0 O 1.3 Efficient Building Envelope 0.5 O 1.4 Efficient Building Envelope 1.0 Q 1.5 Efficient Building Envelope 2.0 O 1.6 Efficient Building Envelope 3.0 O 1.7 Efficient Building Envelope 0.5 O 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 Ll 2.0 ❑ 3.18 High Efficiency HVAC 1.0 Q 3.2 'High Efficiency HVAC 1.0 O O 3.31 High Efficiency HVAC 1.5 O 3.4 High Efficiency HVAC 1.5 3.5 High Efficiency HVAC 1.5 O 3.6a High Efficiency HVAC 02.0 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 Credits - select ONE Energy Credit Option Descriptions (cont.) Options energy option from d User Notes each category 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 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 7.1 Appliance Package 0.5 ❑ Total Credits 3.0 Calculate T 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 SCL ENTERPRISES BROOKES DESIGN INC 206-579-3141 ieating System Type: O All Other systems CO) 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 %T = indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 920 Average Ceiling Height Conditioned Volume "" " ' ' Average Ceiling Height (ft) 9.0 8,280 Glazing and Doors U-Factor X Area = UA Instructions u 028 . 0.280 275 77.00 Skylights J U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA strucu, R-ay 0 026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R•49 Advanced . i 0.020 920 18.40 Above Grade Walls (see F,gure1) U-Factor X Area UA Select R-Value i No selection Floors U-Factor X Area UA 111structlons 0.025 920 23.00 R-38 Ci i Below Grade Walls (seeF*m1) U-Factor X Area UA Instructions Select R•value . No selection --- Slab Below Grade (seeFloure it F-Factor X Length UA Instructions Select conditioning � I No selection 0 --- Slab on Grade (seeFicure 1) F-Factor X Length UA Instructions Select R-Value No selection --- Location of Ducts Instructions Duct Leakage Coefficient No Ducts 1.00 Sum of UA 118.40 Envelope Heat Load 5,446 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 4,114 Btu / Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 9,560 Btu / Hour -�� Air leakage + envelope heat loss Building and Duct Heat Load 9,560 Btu / Hour Ducts in unconditioned space: sum of buildinq heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 11,950 Btu / Hour buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 for heat pump Ext Door/Window Schedule (Upper Floor Number Label atL4 I Size Width I Heiclht Tempered I U-Factor Area Standard W01 5020FX 4 3020FX 36" 24" 10.26 6 W02 5032FX 1 3032FX 36" 36 3/8" 0.25 q.5q W03 5036FX 1 3036FX 361, 42" 0.26 10.5 W05 30365G 5 30365G 36,, 42" 0.26 10.5 W07 5040FX 2 3040FX 36" 46" 0.26 12 WOS 5010 1 3010 R IN 36" 64" 0.25 21 WOq 401OL5 1 1401OL5 46" 12" Yes 0.25 4 W10 4036L5 1 4036L5 46" 42" 10.26 14 W11 6036L5 1 6036L5 12" 42" 0.26 21 W12 6440FX 1 6440FX 161/2" 46" 0.26 25.5 W13 6536FX 2 6536FX 161/2" 42" 0.28 22.31 W 14 11036TS 1 1036T5 64" 42" 0.22, 24.5 Totals: 1 1215.21 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 3.6a - 2 CREDITS Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. 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 (N) UPPER FLOOR= 920 S.F. (E) GARAGE = 480 S.F. (N) GARAGE CH = 400 S.F. SCOPE OF WORK: 1. ADD 480 S.F. GARAGE ADDITION City Of Edmonds Building Department ------------------------------ Work ADDITION --------------------------------- ----------------------------------------------- Address 24110 84TH AVE W ---------------------------------------------- Owner LEISER --------------------- Approved Date 10/09/2024 --- - --- -- --- Building Official .-------------------------------------- Permit Number: BLD2023-1619 ------------------------------- �.M..M. 1 INSTALL PER MANUFACTURERS SPECIFICATIONS. HAVE ALL 1 MANUFACTURER DOCUMENTATION ON SITE. 1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE Layout Page Table abet itle Comments OVER SHEET OUNDATION / FLOOR PLANS / BUILDING SECTION /4" = 1101, OUNDATION / FRAMING PLANS /4" = 1101, ELEVATIONS /4" = 1101, ETAILS / VENTILATION /4" = 1'0" 1 HEAR WALL SCHEDULE/STRUCTURAL DETAILS 2 TRUCTURAL DETAILS 3 TRUCTURAL NOTES 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 D rli n , OD-0 J � � r-� O O O C Q J o Q Q M CM = � Lr) N ' N CN CO N M W Z O VJ w W U) wo 04 00 O 0- n/ LL, Q Q LL Q F-0 J a Z �Z W o0 J U ,:I-� LU �� //'�� VJ N w W Lii J H V ) H W Q a W > 0 U RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FILE NUMBER: 21-070 DATE: 2/20/2024 SCALE: 1/411 = 1'Ott SHEET #: 1 © Brookes Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED I o (4) 2x O I 1 rL I X X - 20'-0" 5W4 NEN GARAGE (400 5.F.) bxb P.T. POST w/ AGE P05T O GAP (TYP) HEAT DETECTOR (4) 2x 5W4 (5) 2x (2) C516x36" EXISTING TO NEl^1 DBL TOP PLATE/BMS. /ADD NEW 2x4 3068 i DUCTLESS MIN15PLIT MIN. 10 HSPF (2) C516x3 " EXISTING T Et^1 I - m DBL TOP PLAT �z 36" GONG. STOOP @ BTM. R15ER (3) 2x THE 1^11DTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN THE 1^11DTH OF THE FLIGHT (2) G516x36" @ SERVED.1^1HERE THE 5TAIRYgAY HAS A (5) 2x UP ALL (E) 4x12 BEAM STRAIGHT RUN, THE DEPTH IN THE SPLICES (TYP) DIRECTION OF TRAVEL SHALL BE NOT LE55 ° d a THAN 36 INCHES (IRG R511.1.6). 1 ° 5 EXI5TING GARAGE ° (3)2x I a° HEAT DETECTOR (3) 2x O w I (5) 2x } W I I > (3) 2x r- c~vv # t L o C! # I (2) G516x36" (2) G516x36" I o v EXISTING TO NEt^1 EXISTING TO NEl^1 w DBL TOP PLATE DBL TOP PLATE X v 1'-10 1/2" 1'-10 1/2" w 16 - (E) HDR OR 3 1/2"xl 1 1/5" L.51. FULL 1^11DTH (3) 2x o � 16080 `~ (5) 2x LINE OF FLOOR ABV.�� - - - - - - - - - - - - - - NL (5) 2x 3 51N3 ItS_ 1'-"I" 3 1/2" 3 1/2" 1'-7" \1\16 3" 20'-0" Maximum Per Site Plan: 122.2 447.09 Hi hest Rid e 446.0' Per Site Plan: 121.11 R-49 CLOSE GELL POLYURETHANE INSULATION � F1 51 43q.4' 4036L5 MAIN FLOOR PLAN Scale: 1/4" = 1'0" 2668 Avg. Grade 422.09-Per Site Plan:-2-______________ To of Slab 421.0' - I III III III- 'III 5/4" T&G P.YND. o/ T.J.I. J5T5 PER PLAN 5/5" TYPE W G.W.B. @ CEILING R-38 INSULATION 1/2" G.W.B. @ YgALL5 4" GONG SLAB o/ b MIL. VAPOR BARRIER o/ COMPACT GRANULAR BASE BUILDING SECTION AScale: 1/4" = 1'0" 56" GABLE RAILING (-PER MANUF. 1 YAA 2 i 63 j WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 5-3 1/2" 4'-5 1/2" TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. T.5.G. REFER TO 2018 IRC R314 AND 315 FOR MORE 1 5W4 4036L5 5W4 401OL5 5W4 INFORMATION. j 1 FLOORNOTES::_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..� BASE CABINET O •2018 IRC AND 2018 WSEC • ALL BMS. & HDRS. TO BE 4X10 D.F. #2 U.O.N • TYP. PLATE MAIN FLOOR HEIGHT SHALL BE 9'-1 1/8" A.F.F. PYVD 266b •TYP. PLATE UPPER FLOOR HEIGHT SHALL BE 8' 1 1/8" A.F.F. • SOLID BLOCKING OVERALL SUPPORTS. • FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. 50 GFM 1^1.H.F. '- • TOP WINDOWS TO BE AT 8'-0" A.F.F. @ MAIN FLOOR & 6'-10" A.F.F. @ UPPER FLOOR 24 E R Y S • ALL EXTERIOR WALLS TO BE 2 X 6 16" O.C., (U.O.N). ENERGY STAR RATER - � � � @ 1.0 50NE OR LE55 I O • SD = SMOKE DETECTOR + • CO = CARBON MONOXIDE ALARM ry o • SMOKE DETECTORS TO BE HOT WIRED W/BATTERY BACKUP SMOKE DETECTORS t I - 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" AIR HAND 5W4 ANDPLIT I I I ABOVE FINISHED FLOOR (U.O.N.) AIR HANDLER • R302.5.1 Opening protection. Openings from a private garage directly into a room used for 2 q sleeping purposes shall not be permitted. Other openings between the garage and residence 1 5 shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb -core steel doors not less than 13/8 inches (35 mm) thick, or 20-minute fire- 3 �,P I I I rated doors, equipped with a selfclosing device. • " GYPSUM BOARD ON ALL WALLS AND POSTS. USE 5/8" TYPE 'X' GYPSUM WALL 5 TA BOARD ON CEILING WHEN GARAGE IS BENEATH HABITABLE ROOMS. NP 36" GABLE RAILING ALL SKYLIGHTS TO BE 2 X 4,2 X 6 OR 4 X 4 WITH LAMINATED SAFETY GLASS, WITH A INSTALL PER MANUF. ui I I MIN. .015 INCH POLYVINYL BUTYAL INTER LAYER FOR GLASS PANES 16 SQUARE SPEGIFIGATIONS5D/CO FEET OR LESS AND IN AN AREA LOCATED SUCH THAT THE HIGHEST POINT OF o rR OTHER LL DN- I I ACCESSIBLEGLASS IS AREA.AREOA. FOR HIGHER OR LLARE THAN 12 ORGER SVE IZES, THE MIN. NTLKING SURFACE OERLLAYER v - - - - cv THICKNESS SHALL BE 0.030 INCH. m I- 2 • 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. -X • USE (2) 2 X 6 HF #2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 HF #2 COLUMNS AT U_ ALL BEAMS, U.O.N. -ry I I • 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. v I I • STAIRWAY ILLUMINATION SWITCHING MUST BE PROVIDED AT THE TOP AND BOTTOM 2ND STORY ADDITION �X I I • LLIIGHTING EQUIPMF STAIRWAY ENT (MANDATORY). NOT LESS THAN 90 PERCENT OF 020 5•F•) �o I I PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH - EFFICIENCY LAMPS. 2018 WSEC R404.1 c,, I I • R314.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor HOME OFFICE I I 0 temperatures and humidity shall be installed in new garages that are attached to or located (NOT AN ADU) m under new and existing dwellings. Heat detectors and heat alarms shall be installed in a X I I central location and in accordance with the manufacturer's instructions. `L • all recessed lighting fixtures shall be IC rated and sealed to the finished surface. (WSEC r ro I I 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. 18" X 24" CRAWL SPACE ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R-38 INSUL. & SHOULD BE WEATHER-STRIPPED. - 4. 22" X 30" ATTIC ACCESS TO BE EXTERIOR DOOR OR PROVIDED WITH R-49 INSUL. & SHOULD BE WEATHER-STRIPPED. AWNING PER MANUF. SWX = SHEAR WALL SPECIFICATION SEE SHEET S1 PLUMBING NOTES: • FIREBLOCK BETWEEN STUDS. • LIMIT SHOWER FLOW 1.8 GPM AND LAVATORY FAUCETS TO 1.2 G.P.M. (2018 UPC X X 408.2, 407.2.1.1) LL o • LIMIT WATER CLOSETS TO 1.28 G.P.F. (2018 UPC 411.2) Ln • INSTALL THERMOSTATIC WATER TEMPERATURE LIMITING DEVICE PER MANUFACTURERS RECOMMENDATIONS. • WALLS SHALL BE WATERPROOF TO MIN. 72" ABOVE DRAIN INLET. (IRC R307.2) v • ALL GLAZING INCLUDING WINDOWS WITHIN 60" OF DRAIN INLET TO BE SAFETY m GLASS. (IRC R308.4.5) • HOT WATER PIPING SHALL BE INSULATED WITH A MINIMUM R-3 PIPE INSULATION Ln • AIR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS. (WSEC TABLE R402.4.1.1) LL LL • ALL WATER CLOSETS SHALL BE PROVIDED WITH 15" MINIMUM CLEARANCE m O MEASURED FROM THE CENTERLINE TO ALL WALLS, SINKS, SHOWERS, ETC. UPC 00 N 402.5 SPECIAL NOTES: • 3303 5G G ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS TO BE EXAMINED 03 5G 303 5 5W4 AND ALTERED AS REQUIRED PER CHANGE. 30 2FX 30 OFX • ALL ANGLED WALLS TO BE 45 DEGREE ANGLE, U.O.N. - 2' 2" 3'-4 1 /2" 8'-11 V. 0 303 5G 3'-4 1/2 22" 20'-0" CARBON MONOXIDE: UPPER FLOOR PLAN Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R315.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in Scale: 1/4" = 1'0" the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. Exception: Interconnection of carbon monoxide alarms in existing areas shall not be required where alterations or repairs do not result in removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available that could provide access for interconnection without the removal of interior finishes. 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 3.6a - 2 CREDITS Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. Ext Door/Window Schedule (Urver Floor Number Label Qb4 Size Width Hei ht Tempered U-Factor Area Standard kNo1 3020FX 4 3020FX 36" 24" 0.25 6 kNO2 3032FX 1 3032FX 36" 38 3/8" 0.25 9.59 kNO3 3036FX 1 3036FX 36" 42" 0.25 10.5 kNO5 303650 5 30365G 36" 42" 0.25 10.5 WO"I 3040FX 2 3040FX 36" 48" 0.25 12 WOS 30�0 1 30�0 R IN 36" 84" 0.28 21 kNOq 401OL5 1 401OL5 48" 12" Yes 0.25 4 kNi 0 4036L5 1 4036L5 48" 42" 0.25 14 kNi 1 6036L5 1 6036L5 '72" 42" 0.25 21 kN12 6440FX 1 6440FX '76 1/2" 45" 0.25 25.5 kNi3 6536FX 2 6536FX '761/2" 42" 0.25 22.31 kN14 1036T5 1 '7036T5 84" 42" 0.28 24.5 Totals: I I2�5.21 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 2) ' E M-0 'J M Y �J, > O y ` v " O Q J 0 'J to 2 r- W ^/ CO M co LO N N (6 COO M N W Z 0 a U W Cn U) W cc,*:,) 3:00 LL W Q Q U) LLJ 0 J a Z �Z W p2 J U W W U) N U) Z J a_ Z O 0� �__ Ov OW w J H J LL VJ LU W � (n `.J a ZZ O0 J �MM W Z D O III 21-070 DATE: 2/20/2024 SCALE: 1 /4" = 1'0" SHEET #: 2 © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATIC D DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED M1 51 q�D S�ydjF c S,6 c c c c S,6 S,6 S,6 S,6 �b J� 20' 2'-8 1 /2" 1 E 51 51 — • MONO FOOTING r- - o -----------------� 7 o I N � ;� CIDa) Y I I I I t�,: m o I -- Q Li_ � 6x6 P.T. P05T w/ ABU POST BASE I ___l I Q U O= I r— I I 00 I (TYP) I 0 I = I 3 1/2"x14" L.S.L. UNDER. 5.W. ABV. I I DBL J5T I i W Q Z I 24 II -�- - - I- - - °II° U I I f CONCRETE SLAB o I I 24"x24"x18" I �JC �JC II I M AWNING TIE BACK 5UPPORT5 ~ � M 0 4" GONG. SLAB - SLOPE cv I GONG. PAD I 6 L 6 P.T. 2x10 J5T5 DRAG STRUT 6x6 P05T FULL HT I 51 I PER MANUF. � 3" TOWARDS O.H. DOORS I w/ #4 BAR 51 51 @ 16" O.G. NO SPLICE w/ 2 HGA10KT (51M) TOP & BTM. @ FOR AWNING I ti Lo N TOP &BTM. EA. WA I P (TYP 2 PLACES) I TYP I I I U TIE BACK SUPPORTS N 00 O LL52 M I H 5-6"x25-0" MAN UFAGTU z I I I I AWNING. BY OTHERS O TYP I'I I va DBL J5T I A ��F I R _ _ R L$52 — — — — — — — — — — — — — — —52 I/m�I A A II II LL ��hC4�� ����Q�� I xr� N,7I 51 NEW WALL BELOW I 2x12 HF#2 RAFTERS @ 16" O.G. (TYP) IT `� I I - - - - - - - - - - - - - - - L4� CS I 3 1/2"x11 1/5" DIRECTLY OVER 5.W. BELOW F1 FILL RAFTERS w/ R-49 GL05E GELL POLYURETHANE INSULATION I (2) #4x18" DOWELS NEW TO (E) I III I �^ V ) o FTG5. & (1) #4x18" @ 10" O.G. NEW I i 77 W TO (E) STEM WALL, DRILL & H 3 : 12 04 EPDXY w/ 5IMP50N 5ET22XP I 51 � ^ w O V, EMBED MIN. 4 1/2" INTO (E) 1 RECOMMEND TIONSUFAGTURERS F ��E 3: 00 L J2n,cS� I L.L w Q I_24 6 U�`b I I O � I I Q z w = VJ � I EX15T1 N G SLAB 5" +�- I I' I 14" T.J. 210 IT I 0 I I I @ 16" O.G. I I I I 6x6 P05T FULL) AWNING TIE I BACK 5UPPORT5 J a Z 0 z 00 -- F_ -7 I 24"x24"x12" I 51 I ,,�, I NO SPLIGE w/ (2) HGA10KT H PER MANUF. w O o w/ I� (5) #4 BAR TOP I TOP &BTM. @FOR AWNING I 5 `y I_24J &BTM. EA. WAY 124� K TIE BACK SUPPORTS I 7 G r Q I (TYPICAL 8 PLACES) I 51 cS I I I Nb ��^ ^�' N (2) #4x18" DOWEL5 NEW TO (E) V ) IFTG5. & (1) #4x18" @ 10" O.G. NEW I orFF'A III I I TO (E) STEM WALL, DRILL & EPDXY w/ SIMP50N 5ET22XP EMBED MIN. 4 1/2" INTO 2x6x8' SGA6 FOR OVERHANG I_I U GONG. PER MANUFACTURERS I I I I NAIL TO 2x12 RAFTERS w/ NAIL @ 3" O.G. (TYP) IRECOMMENDATIONS. I 51 ISILL PLATE ADD � 224� 5/5" DIA. EXP. BOLTS@ 48" O.G. EMBED 3" INTO (E) GONG. I NG. 48"x48"x12" GONG. PAD w/ #4 BAR @ 9" O.G. TOP & BTM. BTM. EA. WAY II IL J II I I II U � I �� -1 b S �� 1 -6 Sy 1 L- 31/2"x14"L.S.L.RIM---,. HGA10 �b �b HGA10 1.1 L------------ O O �� D/51 �sr 0� 0/51 �Sr 0/51 'A ��1U �1V 0/51 -------------J I..L Sim SIM SIM P 51M 51 W V ) 52 J \ L H7 ILD w OJ Q a �z a - Q FOUNDATION PLAN UPPER FLOOR FRAMING ROOF FRAMING 0 Scale: 1/4" = 1'0" 5cale: 1/4" = 1'0" 5cale: 1/4" = 1'0" z Z) pq ROOF FRAMING NOTES: O • VENTED BLOCKING OVER SUPPORTS. u- • STANDARD ROOF OVERHANGS TO BE 18", ADJUST AS NEEDED @ UN- EQUAL PITCHES. • ROOF PITCHES TO BE 3/12 U.N.O. FLOOR FRAMING I N G NOTES: TJ I • TRUSSES & RAFTERS SHALL BE @ 24" O.C. UNLESS OTHERWISE FOUNDATION NOTES: NOTED. • AT ALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW VALVE IS • ALL FTGS. TO BEAR ON UNDISTURBED SOIL MIN. 1500 LBS. P.S.F. • ALL FLOOR JOISTS TO BE 14" T.J.I. 210s REQUIRED AT 2" ABOVE THE DRAIN FLOW -LINE ON A SEPARATE DRAIN • FOUNDATION STEEL PER DETAIL, SEE DTL. & SHEAR SHEETS, AS REQ'D. @ 16"O.C. U.N.O. VERIFY LAYOUT WITH MFGR. DRAWINGS. LINE. • ALL METAL HARDWARE USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE SIMPSON Z-MAX • FILL RAFTER BAY WITH R-49 CLOSE CELL POLYURETHANE INSULATION. OR HDG GRADE ZINK COATING. • 6" GRADE FALL AWAY FROM THE STRUCTURE IN THE FIRST 10'. "INSTALL ALL FLOOR JOIST TO BE BLOCKED @ BEARING. tins' Eft ds gwEL T Efl ICE • 4" MINIMUM SCHEDULE 40 PVC PERFORATED PIPE PLACED ON A MINIMUM OF 2 INCHES OF WASHED Y 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 SEE MAIN FLOOR PLAN FOR BEAM SIZES U.N.O. / 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 ALL POSTS TO BE 4 X 4 DF #2 @ 4X BEAMS, 4 X 6@ BM. SPLICE p DRAIN, THE CONNECTION IS REQUIRED TO HAVE A 12" VERTICAL SEPARATION WITH THE FOOTING DRAIN ALL CAPS TO BE AC44 AND ALL BASES TO BE AB44 4t. CONNECTING ABOVE THE STORM DRAIN PIPING CONNECT TO PLAT STORM SEWER STUB VIA GRAVITY CONNECTION. AT ALL 4 X 4 POSTS, TYPICAL ° USE 2 X 6 HF #2 COLUMNS ATALL HEADERS AND USE (2) CXf/ro-��2DZi` • INSTALL 4" MINIMUM SCHEDULE 40 PVC TIGHT -LINE TO STORM SEWER STUB VIA GRAVITY CONNECTION (2) 2 X 6 HF #2 COLUMNS AT ALL BEAMS, U.O.N. /' FILE NUMBER: 21-070 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 2/2O/2024 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 SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH 1 /4" = 11011 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. 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 r E tb O U Maximum 447.09----------------------------------------------------------------------------------- Maximum -------------------------------------------------------------------------------------------------------------------------------------- ^ O �cy Hi hest Ride 446.0' �� 447.09 Hi h st Rid e 446.0' .-70 O ,� J M O r-� O Y O O Y Q Li 3020FX 3020FX 3020FX 3020FX _ 3052FX 5040FX 5040FX 6440FX = -O O T000f Mall O W 439.4' Too of Mall O Q 434.4' t r ^/ 00 M O 30365G 30365G 30365G 30365G 00 ti LO Q 5056FX 6536FX N cD N CD N a; 3070 M LU o z cw O 1 a Top of 5ubfloor - 2nd Floor 431.3' Top of 5ubfloor - 2nd Floor - - - 431.3' Tot)of Mall 430.1' Too of 1^lall v 430.1' — -- — - -- -- - - m cv m 16050 - - - - - - - - V ) W OAvg.Grade cf)N w O 00 - 42.09------------------ 22.09 Avg_ Grade - ------------------------ To of Slab 421.0' 422.09 To of 51ab - w Q L.L 421.0' Mr U_ Q co Uj C) SOUTH ELEVATION EAST ELEVATION Q a ',I- z z w O IV--- J C) U w N Maximum Maximum ---------------------------------------------------------------------------------- 447.09 447.09 Hi hest Rid e rL Highest Ride 446.0' 446.0' r � V ) Z Too of Nall To of Mall 434.4' 439.4' W O J H 4010L5 H W 4036L5 1036T5 6036L5 6536FX 30365G a > Q W J W Top of 5ubfloor - 2nd Floor Bottom of Mall 431.3' 431.3' To of Mall Rou h Geilin - 1st Floor 430.1 ' 430.1 ' v m � `p CV � RESUB 1 6050 Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Avg. Grade Avg. Grade- - - - - - - - -- - - - - - - - - --- - - - - ----- ------ --- --- 422.09 422.09 To of 51ab To of 51ab 421.0' 421.0' NORTH ELEVATION WEST ELEVATION FILE NUMBER: Scale: 1/4" = 1'0" 5cale: 1/4" = 1'0" 21-070 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 2/20/2024 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 SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH 1 /4" = 11011 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. 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 INSTALLTION SEQUENCE WALL SHEATHING WALL FRAMING SILL PAN FLASHING. E.G., 'DuPont', 'FlexWrap' rl=NAILING FLANGE ROUGH OPENING _ � ��• "'����� IIIIIII :ti N dill IWIIIIIIIIIIIIII IIII'Illllll .�•�: -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 2". 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 \ WINDOW INSTALLATION R-10 RIDGID INSULATION INSTALLATION SEQUENCE WALL FRAMING WALL SHEATHING NAILING FLANGE `--DOOR UNIT ONE-PIECE DOOR PAN FLASHING ELF 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 1 I r A 1 TI"l I A SIDE' FLASHING TAPE, E.G., 'DuPont', 'StraightFlash' 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. 2 1 DOOR INSTALLATION VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS Whole House Ventilation fan(s) shall be sized according to International Residential Code M 1505.4: Ventilation rate CFM = (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 M1505.4.3(2) and M1505.4.3(3) according to the formula Of = Or x Cq x Cf WHOLE HOUSE VENTILATION SYSTEM _ Exempt: Addition less than 500 sq.ft. or Remodel only. X Exhaust fan with 24-hr timer Integrated with forced air system per I RC M 1505.4.1.5 Balanced and Distributed Supply fan per IRC M 1505.4.1.3 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: BATH RM S1ze: 30 CFM cfm 24 hrs./day N'tinitnum Ventilation Rates* (continuously operating system%) 1 RC Table N-11505.4.3(l ) Floor Area Number of Bedrooms (sq.ft.) 0-1 2 3 4 >4 < 500 30 30 35 45 50 501 - 1,000 30 35 40 50 55 1,001 - 1.500 30 40 45 55 60 1,501 - 2.000 35 45 50 60 65 2.001 - 2.500 40 50 55 65 70 2,501 - 3000 45 L55 60 70 75 3,001 - 3.500 50 6 -1 65 7 5 80 3,501 - 4.000 55 iy� LI 70 112 85 4.0011 - 4.500 60 ;"-1 ;'` 90 4,501 -- 5.000 65 '0 +i: 95 2018 Table M1505.4.3(2) WHOLE -HOUSE VENTILATION QUALITY ADJUSTMENT (CJ 1 L%1 1YPL. DISTRIBUTED NOT DISTRIBUTED Min. adjusted fan size (cfml 13ALANC;LD 1.0 1.25 NOT BALANCED 1 25 1.5 45 CFM 2018 Table M1505.4.3(3) INTERMITTENT WHOLE -HOUSE VENTILATION RATE FACTORS (C) Run-time Ia in each 4-hoursegrnent Rate Multiplier Factor Min. adjusted Fan Size (cfm) Specified Fan Size (cfm) 50% ( 2 hrs every 4 hrs: 12 hrs,,' day) 2 66% ( 2 hrs 40 min every 4 hrs: 16 hrs/day) 1.5 75%D ( 3 hrs every 4 hrs; 18 hrs /day) 1.3 100% (continuousllyoperating) 1.0 45 CFM 50 CFM Whole house exhaust fan shall have a maximum sone rating of 1.0, or install in -line duct fan located a minimum 48 inches from intake grille Opening- DBL TOP IE I Kitchens 1 100 cfm I 30 cfm SHEATHING PER PLAN 4x HEADER PER PLAN INSULATION 0 EXT. HEADERS ^Kb GEDAR RAIL ry OUTED FINGER RIP • EA. SIDE. K2 CEDAR PIGKET5 PAGE 50 THAT 4"4P ANNOT PASS THRU) '.T. 6xl2 STRINGERS KI2 5UNY400D TREAD AIL INTO 5TRIN&ER 1(5)Ibd NAILS). K5 CEDAR LEDGER TAIL INTO 5TRIN6ER /(5) 16d NAILS). EXT. STAIR DETAIL Bathrooms -Toilet Rooms 50 cfal I 20 cfm TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factor'' 0.30 • ■ Skylight U-Factor 0.50 Ceiling R-Value' 49 21 int Wood Frame Wally•i' R-Value Floor R-Value 30 Below -Grade'-` Wall R-value 10/15/21 Int + 5TB • Slab'-' R-Value & Depth 10,2ft For SI: 1 foot = 304.8 mm. ci = continuous Insulation, inl = intermediate framing. a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table All 01.4 shall not be less than the R-value specified In the table. b. The fenestration U-factor column excludes skylights. c. "10115121 +5T13" 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 interior of the basement wall. "10/15P21 +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 _ e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top 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, log walls shall meet the requirements for climate zone 5 of ICC 400. h. Int (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard framing 16 inches on center. 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 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 V I 11 2) J o � � r� O O O C Q J 2i co 2i �.� > w N pp co �~ =6 N ' N 00N N M LU z O VJ BUJ V) W LLI CO C) 00 L Q Q J a Z �Z LU o 0 J U �C) LU �� //'�� VJ N Z O Q LU J Z H LU W a �� VJ J_ LU 0 RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FILE NUMBER: 21-070 DATE: 2/20/2024 SCALE: 1 /4ii = 1 Poll SHEET #: © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED E 0 U W DOUBLE PORTAL FRAME ° ° ° ° ° ° I° 3 1/2"x11 1/4" MIN. HDR. ° ° ° ° ° ° i° ° (BUIILT-UP, SOLID SAWN, -_ LGL, ETC.) II FASTEN T.PL. TO HDR. W 2 ROWS OF 16D SINKERS @3" (TYP.) o.c. 2400 LB HDR. STRAP OPPOSITE SHEATHING AS SHOWN (SEE SECTION A -A) (TYP.) TYPICAL (MSTA24) POST FRA ° CONSTRUCI X Q °I°I I° FASTEN SHEATHING TO HDR. W/ 8D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" ox. I IN ALL FRMNG. (STUDS & SILLS) TYP. o °� o-- o a---- °� .0 o a-° FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS @ 3 o.c. 2x FRAMING 3500 LB HOLD DOWN STRAP APPLIED OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION (STHD14) °I - oTo a� ° ro °- a ° .T. . . �'a a -- (2) 5/8 DIA. ANCHOR BOLT W/ 7„ MIN. ° a a EMBEDMENT @ 8" ox. & 3"x3"x1/4" PLT. WASHER i Ia of L-_J a a L__J -8 Q _ 16"W x 8"T CONT. FT'G. 12"x16" CONT. FTG. w/(2) #4 CONT. w/ (2) #4 BAR CONT., @ TOP & BOTTOM EXTEND TO FAR (TYP.) SIM. DETAIL E/S1 FACE OF CONC. HOOK ENDS (TYP.) FRONT ELEVATION ONE STUD @ EACH SPLICE (T) SHEARWALL P BOTTOM PLAT PER SCHEDUL EDGE NAILING FLOOR PLYWO JSTS PER PLF MIN. LATERAL PANEL 3 4 =1 -0 PLATE STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. DBL. TOP PLATE SPLICE 3 /4"4-0" SHEARWALL PERPENDICULAR TO FLOOR JOISTS SHEARWALL PI BOTTOM PLATE PER SCHEDULE EDGE NAILING FLOOR PLYWO( JSTS PER PLAT SHEATHING FILLER IF NEEDED °°° I °I ° ° °I ° ° a °°°o ° ° ° to 2400 LB °� HDR. o-o -----� STRAP 0 )--- lu ----P�o II (MSTA24) °1 I IJI 1.1. I I 16D SINKERS 2 ROWS @ 3" ox. ME TON 1 1 II°11° ---- ----- 7/16" MI THICKNESS WOOD STRUCTURAL PANEL al oto I �i I I a _j a �i le I __J �I I a a i_-i a i_4I 16"W x 8"T CONT. A FT'G. w/ (2) #4 BAR CONT., (TYP.) SIM. DETAIL E/S1 SECTION A- A A- A SIDE ELEVATION FLOOR PL) FLOOR JOIN (PER PLAN EXTERIOR WALL PLYWOOD PER SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE EDGE NAILING PLY. SPLICE CONT. RIM EDGE NAILING PLY. PER SCHEDULE JOIST PERP. TO EXT. WALL 3 4"=1'-0" 6" 0. C. BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS INTERIOR SHEARWALL TO FLOOR BELOW 3/4"=17-0" FLOOR PLYWOOD FLOOR JOIST EDGE NAILING SHEARWALL PER PLY. EDGE NAILING @ HOLDOWN STUD (2)2x STUDS STHD14 w/ 38-16d - SINKERS NAILS. STRAP LOC. PER PLAN EDGE NAILING 3"m i n 8"min. FINISH GRADE Ion • • .�:- .►.� .��� i��' ••%.��� ice, •��� ,mot ri,�t j'i,�t j'i,�t' j'i,•t j'i �t j'i �t j'i �t ri -1 � F I a d _ I BEND MESH, TYP. 24» 24 min. a or PROVIDE -III 3 mina III- DOWEL IN FOOTING 20"f LAP 24" w/ MESH ° _ IN SLAB @ 12"o.c. . a a — 3 min. CONTINUOUS -III ..III„ 11111 III, ; ,III, , ,I I (4) #4 RE -BAR 12 UNDISTURBED SOIL 1,500psf min. (VERIFY) E MONOLITHIC SLAB SCALE"=1'-O" BOTTOM PLAT PER SCHEDUL FLOOR PLYWC FLOOR J (PER PL EXT. WALL SHEATHING PER SCHEDULE EDGE NAILING PLY. SPLICE EDGE NAILING CONT. RIM EDGE NAILING EXTERIOR WALL JOIST PARALLEL TO EXT. WALL 3 4"=1'-0" "o.C. EDGE NAIL. 8d @4"o.c. FLOOR PLYWOOD BLOCKING FLOOR JOISTS (PER -PLAN) EDGE NAILING SHEARWALL PER PLAN A35 @ 12"o.c. SHEARWALL PARALLEL TO FLOOR J❑ISTS SHEARWALL PERPENDICULAR TO FLOOR J❑ISTS NT. SHEARWALL TO FLOOR ABV. N.T.S. 8d @ 6 ROOF F 2x VEN B LK'G EDGE NAIL PLYWD SCHEDI RAFTERS @ " 0. C. APSON H2.5 IP @ EA. AFTER EAVE @ STICK -FRAME ROOF 3 4 =1 -0 (1)2x STUDS LSL RIM J❑IST @ EA H❑LD❑WN 0 N /-J❑IST PER PLAN CS16 STRAP/ FILL ALL HOLES w/ 8d NAILS 0 N (1)2x STUDS @ H❑LD❑WN K STRAP HOLDOWN AT FLOOR 3/4"=1'-0" SEE PLANS FOR # OF HOLD-DOWNS EDGE NAIL. 8d @ 4"o.c. EDGE NAILING END RAFTER EDGE NAILING AZr, rM 1").C. (WOOD SHT'G. AFTERS PER PLAN ,N. @ (2) IDE PLYWD. SHEARWALL PER PLAN EXT. SHEARWALL TO ROOF ABV. N.T.S. SHEARWALL SCHEDULE: SW_6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 48"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2 PLYWOOD or 7/16 O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 b x 12" ANCHOR BOLTS @ 16"o.c. PER DETAIL D/S1 b. or BOLT 2x SILL PLATE TO CONCRETE w/ 5/8" 0 x 10" ANCHOR BOLTS @ 24"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE (2)2x STUDS @ 16"o.c. or PER DETAIL D/S1 IF APPLICABLE TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c. ALL SUPPORTED EDGES: 8d @ 6"o.c. FIELD: 8d @ 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c. ALL SUPPORTED EDGES: 8d @ 6"o.c. FIELD: 8d @ 10"o.c. NOTES: 1. USE 3"x3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS @ 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SPECIAL INSPECTION PROGRAM ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE TYPES OF WORK PERIODIC CONTINUOUS COMMENTS SOILS: REF. PROJECT SPECIFICATIONS GRADING, EXCAVATION, & FILL REF. PROJECT SPECIFICATIONS DRILLED PIERS CONCRETE: PLACEMENT OF REINFORCING STEEL BOLTS CAST IN CONCRETE PLACING OF CONCRETE > 2,500 psi SPECIAL CASES: SHEAR WALL NAILING WOOD DIAPHRAGMS ADHESIVE ANCHOR INSTALLATION IX IPER ICC-ES EVALUATION REPORT EXPANSION BOLT INSTALLATION IPER ICC-ES EVALUATION REPORT HOLD DOWNS & STRAPS IPER FOOTNOTE #5 SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM & THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE NTH THE APPROVED PERMIT PLANS & SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING OFFICIAL. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, & OTHER DESIGNATED PARITIES IN A TIMELY MANNER. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, & WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS, & THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STATE OF WASHINGTON. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE & EXPOSED UNTIL IT HAS BEEN OBSERVED & INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, & APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS & SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 5. ALL SPECIAL REQUIREMENTS FOR SEISMIC & WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2 & 1704.3.3. b Z``' � N — � 0 %1 > 00 J �+ / > LO Ln N NT WCX(D WL LL V Z� Y _ N rn (Do(N LLI U) 0Y Z � CO Lu 64 N LO N !_ LJ M .. L.L � 0 U L M � LLI m C%(f/ram Project Project No. Drawn By Date 12-06-2022 Sheet sl 2 12"x18" PLOT = 1/2 SCALE E 0 U N C - W m Z Of CO N � m � 0 ;J N Q HTT5 HOLDOWN HTT5 HOLDOWN W coX (7 ANCHOR FILL ALL ANCHOR FILL ALL -2 Cu HOLES w/ 10d HOLES w/ 10d w L NAILS NAILS Y u7 rn (2)2x STUDS ° ° (2)2x STUDS Z o N W ° ° ° ° EDGE NAIL PLY. `.J M � TO STUD EDGE NAILING PLY. EDGE NAILING PLY. Z c TO EACH DOUBLE TOUEEACH DOUBLE N N W W 5/8" DIA. THREADED c''M ° ° ROD IN SIMPSON ° ° SIMPSON SSTB20 M (1)2x STUDS ° ° EPDXY—(SET22XP) 00 LJJ @ EA, HOLDOWN ADHESIVE SYSTEM OR o EQUIV. PER MFG. ° N J❑IST PER PLAN RECOMMENDATION U II �_ ui oo CONC. FOUNDATION CONC. FOUNDATION M a ^� SIMPS❑N CS16 STRAP L "° a a. U j FILL ALL HOLES W/ 8d NAILS m MULTIPLE JOISTS (MAY BE USED IN LIEU OF MISSED STHD14's (WET -SET APPLICATION) BEND AROUND BEAM PER PLAN SPECIAL INSPECTION REQUIRED) P STRAP HOLDOWN AT HDR R TYP. HTT5 HOLDOWN N 3/4"=V 0" SEE PLANS FOR # OF HOLD—DOWNS 3/4"=1'-0" O CIO C/) v! LLJ 0 U) Z O BOTTOM > EXTERIOR WALL G NAILING PER PLAN -- G PER SCHEDULE co Q RIM JOIST PER PLAN w 0 E., FLOOR PLYWD:::::,� EDGE NAILING DECK PLYWD JOIST HANGER U IVI IVI (SIMPSON "U" HANGER) IN IN z ` J 11 �l ui A--+ JOIST PER PLAN DECK JOIST PER PLAN DIRECTION VARIES SIMPSON DTT2Z @ 8'-0" O.C. J uJ AND AT EACH END TO DBL JOIST w/ 1/2" dia x 3 1/2" LONG LAG > SCREW TO (E) DBL TOP PLATE U PT 2x10 LEDGER W/ (4) 16d © 16"o.c. AND (1) 1 /2"dia LAG SCREW @ 16"o.c. STAGG. EDGE NAILING EXTERIOR WALL W 7 DECK LEDGER PER PLAN �+�/ O N ��`�Taherza�e �o 03 0 �7CIS z DEPART S TONAL L Project Project No. Drawn By Date 12-06-2022 Sheet S2 12%18" PLOT = 1/2 SCALE GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf SPRINKLERS 2.0 psf (IF APPLICABLE) FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR & CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20 EARTHQUAKE Ss=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 1,500 psf. (NATURAL SOILS or COMPACTED) SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED & RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED. GEOTECH N I CAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS & SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + 1 % BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1 1 /2" COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1 /2" SLABS & WALLS (INTERIOR FACE) 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST. 17. NON -SHRINK GROUT (3,OOOpsi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STEEL 18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm BOLTS SHALL CONFORM TO ASTM A307(CONNECTION BOLTS A325-N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. STEEL FABRICATION '7ENERAL: 41_1_ WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIEC NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE 3UILDING INSPECTOR. 21. WELDING: 1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING & SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 27 29 30 01 32 WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS & STRINGERS DOUGLAS FIR #1 POSTS & TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi [DEFERRED SUBMITTAL] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR MASONRY. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER. AS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO TM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS & ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) & SST3000 (STAINLESS STEEL). 37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS JOIST HANGERS & OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c. STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or LCE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. U Z "' ti M N M N 0 C6 > 0 J C N Q WcoX� W L ILLY Z - � N rn � o w m V v n Z� CO w(V N E w co a) N� L.L ~ E 0 U � N M m r--1 w U m CIFIry Project Project No. Drawn By Date 12-06-2022 Sheet S3 2 t2y 12%18" PLOT = 1 /2 SCALE