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AH GOrLS Z# AH 'L'd -NO9 NO SIIISanW (-N09 IV 'L'd) Z# AH SALb'id (ASIMNaHLO CMON SSAINn) ',tjajawm 9NIw'v`d;4 a,-IWSIAS aJOA 09 A0b?J9 549-Y wlSb • 1�315 9NI�ZIOdN[3ZI PzIS 31Y9Aa199Y wnwlx'dw .ice dwn15 WnwlXbW '>I9Y5 -alPd NaLYM '1Y9 9 AO WnWIX'dW H1lM 'a), rr) -alai lNPWP- >i-YS Z/l-5 :SlNAWANlnvA2J XIW • '%L NYHl 3210W 21O %S NYHI G921 ION aaNIV'aUNA -aIIb 29 Ol S9Y1S QNb S>I1YM a101alAIX3 • ?JPHIYAM Ol 02904AX3 ION '3L32i-N09 -aIPHLO IV W HINIW I5d COSZ • 9NINIYIPaS aNY Sd3L9 'SAH-a10d 'S9Y1S IalOdaIV'D QNb 29b21Y9 'aJAH1bAM 01 02GOdXA 51-LN2WP9YId P?SPHM 'G)�VO QZ Lb HL9N32LL5 9AI552aIdW09 wnWINIW [Sd OOOG • �1��7N09 'S11YM ONINIYIP2J 212APILLNY- r 2JOA A-d OG ONY 511YM .LNAWASY9 aJOA 32!1n5SP2Id a1n1A lN2wAlnigA A9d 09 lY QAWnSSY AaSnSSAaJcl HL?SYA • 'alMN19NA G-IIOS a31A11bnD JCS 12lOd32! -alai 21D SNYld NI ASd 005iL IV QAWnGGV JV.I-YdY- 9NI2lb3S 1105 • -11OG Za JL:aJ003LY- N91s3Q 'L dn0219 3Sn :3NOZ'DIWSI3G - ('OWN 9 A2nSOdXA 'HdW 5g :QAAdS QNIM -15'd9 • 1A DS 213d 591 05 :SLNANOdW09 1161-NI-IIVNCTJbn9 - d01 IV QYOI 'J.d #OOZ Z12IOH :511baIQNYH ONY CD:W9 • ASd 09 :13AIN091YS QNb SA920 • SAH-NI 32lYnDS it N9.1 S91 COG AO OVOI CMVY !UNA9NO9 210 ASd 011 AO NMLb3aJ9 PHI :5?JIYIS • A5d OL :3OY2iol5 1nOHLiM -11LY • ASd OZ 'A9"OlS LH911 H.UM Ol1iY • A5d OG=5-U.LY 319Y119bH ONY SWOoaI 9NId3315 • ASd O'v :52J001A • (MONS) A5d 5Z :AOoas • SQYO-1 inn 3a0- J_9aJPNP 3Lb1S NOI9NIH5bM ZOZ 'S1N3W0N3WY AI.LVIS N01.9NIHSYM HI1M '72fi gLCZ S3Q07 sa o-t N VS0a 'L .g 'S 't, _G .Z 0 Y e-F..G. 2015 EDITION RESIDENTIAL R402.2 Specific insulation requirements. In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Sections R402.2.1 through R402.2.11. R402.2.1 Ceilings with attic spaces. Where Section R402.1.1 would require R-49 in the ceiling, Installing R-38 over 100 percent of the ceiling area requiring Insulation shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall top plate at the eaves. This reduction shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.2.1.1 Loose insulation In attic spaces. Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 feet In 12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. R402.2.2 Reserved. R402.2.3 Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal to or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the Insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. Exception: Vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table R402.1.1. R402.4 .1.2 Testing. rng. The building or dwelling unit shah be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). For this test only, the volume of the home shall be the conditioned tioned floor area to ft2 (m2) multiplied by 8.5 feet (2.6 m). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be sl ned by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Exception: For dwelling units that are accessed directly from the outdoors, other than detached one family dwellings and townhouses, an air leakage rate not exceeding 0.4 cfm per square foot of the dwelling unit enclosure area shall be an allowable alternative. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) in accordance with RESNET/ICC 380, ASTM E779 or ASTM El827. For the purpose of this test only, enclosure area to be calculated as the perimeter of the dwelling -unit, measured to the outside face of the exterior walls, and the centerline of party walls, times 8.5 feet, plus the ceiling and floor area. Doors and windows of adjacent dwelling units (including top and bottom units) shall be open to the outside during the test. This exception is not permitted for dwelling units that are accessed from corridors or other enclosed common areas. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended Infiltration control measures. 3. interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open. 4. Exterior or interior terminations for continuous ventilation systems and heat recovery ventilators shall be sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Exceptions: 1. Additions less than 500 square feet of conditioned floor area. 2. Additions tested with the existing home having a combined maximum air leakage rate of 7 air changes per hour. To qualify for this exception, the date of construction of the existing house must be prior to the 2009 Washington State Energy Code. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors and outdoor combustion air. When using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. When using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.2.1 Gas fireplace efficiency. All gas fireplace heaters rated to ANSI Z21.88 shall be listed and labeled with a fireplace efficiency (FE) rating of 50 percent or greater in accordance with CSA P.4.1. Vented gas fireplaces (decorative appliances) certified to ANSI Z21.50 shall be listed and labeled, including their FE ratings, in accordance with CSA P.4.1. R402.4.4 Combustion air openings. Where open combustion air ducts provide combustion air to open combustion, space conditioning fuel burning appliances, the appliances and combustion air openings shall be located outside of the building thermal envelope, or enclosed in a room isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.1, where the walls, floors and ceilings shall meet the minimum of the below -grade wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the International Residential Code. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be Type IC -rated and certified under ASTM E283 as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested at a 1.57 psf (75 Pa) pressure differential and shall have a label attached showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE:5 AND-NiAt2M } Fenestration U-Factorb 0.30 Sky€ightb U-Factor 0.50 Coiling R-Value' 49 21 Int Wood Frame Wallg,h R-Value Floor R-Value 30 Below-Grade`-1 Wall R-value 10/15/21 int + 5TB Slab'" R-Value 8 Depth 10, 2 ft SECTION R502 ADDITIONS R502.1 General. Additions to an existing building, building system or portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this code. Additions shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code where the addition alone complies, where the existing building and addition comply with this code as a single building, or where the building with the addition uses no more energy than the existing building. Additions shall be In accordance with Section R502.1.1 or R502.1.2. R502.1.1 Prescriptive compliance. Additions shall comply with Sections R502.1.1.1 through R502.1.1.4. R502.1.1.1 Building envelope. New building envelope assemblies that are part of the addition shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5, and R402.4. Exception: Where nonconditioned space is changed to conditioned space, the building envelope of the addition shall comply where the UA, as determined In Section R402.1.4, of the existing building and the addition, and any alterations that are part of the project, Is less than or equal to the UA generated for the existing building. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Du cts cts with less than 40 linear feet In unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.3 Service hot water systems. New service hot water systems that pre part of the addition shall comply with Section R403.5. R502.1.1.4 Lighting. New lighting systems that are part of the addition shall comply with Section 404.1. R502.1.2 Existing plus addition compliance (Simulated Performance Alternative). Where nonconditioned space is changed to conditioned space the addition shall comply where the annual energy use of the addition and the existing building, and any alterations that are part of the project, is less than or equal to the annual energy use of the existing building when modeled in accordance with Section R405. The addition and any alterations that are part of the project shall comply with Section R405 in its entirety. W SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R406.1 Scope. This section establishes additional energy efficiency requirements for all new construction covered by this code, including additions subject to Section R502 and change of occupancy or use subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2 and R406.3 are required. R406.2 Carbon emission equalization. This section establishes a base equalization between fuels used to define the equivalent carbon emissions of the options specified. The permit shall define the base fuel selection to be used and the points specified in Table R406.2 shall be used to modify the requirements in Section R406.3. The sum of credits from Tables R406.2 and R406.3.shall meet the requirements of Section R406.3. R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: ........................................................... ......3.0 credits Dwelling units less than.1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet 2. Medium Dwelling Unit: .............6.0 credits ....................................................................... All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit: .......................................................................................... 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: ........... ............................................... 4.5 credits -40- 5. Additions less than or equal to 500 square feet: ................................................. 1.5 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, Mectrical, or other permits are utilized for the project. - 2018 Washington State Energy Code -- Residential yPrescriptive Energy cod e Compliance for All Clim ate Zones in Washington �P'T-"��i,T'�-�-,r"�,4 �t�.i ;,'� x..1�"rai'q >vr3'n l�:ev�r��l�dditi_ons�{-ef%s�Cu+firuatyJ`i=�2:7)..�i�:,-�.>?ri._�� Table;406.3 = Energy,CredIts '(5ingie-Family), =" Qption, } ,.... - .. :. :<.. '.. ,:. De'scription E... CFetl ts:SF' I 1 tFFICIENT.BUIEf]I)NC�<ruN1lELOQEppTINs' Drily=one option frflm ltertts ] 3 rhroUgh 17`mayibeseiected in this<category r - compllance,with .he condtic ive UA targets isdemonstrated:usfn Section R40414 total..11A alternative (:Proposed, UA/'Target UA}]>;:'the'requ€Pei9'%UA,reductlon. 1.1 Prescriptive. compliance Is'based on Table R402.1.1 with the following modifications:- Vertical fenestration U = 0.24 12 Prescriptive compliance is based on Table R402.1.1 with the following modifications: I Vertical fenestration U = 0.20 1.0 j Prescriptive compliance is based on Table R402.1.1 with the following modifications: I Vertical fenestration U = 0.28 -4-- Floor R-38 -4- DI 1.3 Slab on gra ell-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 under tire slab or CompliagA baseen Section R402.1.4: Reduce the Total conductive UA by S% Water heating system shall include one of the following: _40• Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or Solar water he Ing supplementing a minimum standard water heater. Solar water heating will pro- a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Ce cation Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating 5.3 S stems or 1.0 To Water heater eated by ground source heat pump meeting requirements of Option 3.3. quali- o claim this credit, the building permit drawings shall specify the option being sele d and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of minimum energy savings. WINO^ ANP E)CTERIOR ?BOOR SGHWULE ATTENTION: THIS SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED AS PRODUCT ORDERING SPECIFICATIONS. • SEE JNORD ABBREVIATION INDEX ON PAGE 1 • PROVIDE HAR MARE a AGGE55ORIF_5 PER OWNER. • CODE LETTER = WINDOJN5, CODE NUMBER = DOORS • PROVIDE WEAT-+ER-5TRIPPING FOR EXTERIOR DOORS. • ONLY THERMAL 1-)OOR5 ARE LISTED BELOW. • PROVIDE SGREENS FOR VENTING WINDOW5, DOORS AND SKYLIGHTS. • VERIFY 51ZE5 AND QUANTITIES WITH PLANS. • PROVIDE MANL=. STD. MUNTIN GRILLS A5 5HOWN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING 4 CU5TOM SHAPES. • MANUF/ 5UPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • 5EE FLOOR PLAN FOR ACTIVE DOOR PANELS 4 SWING. OPENING REaOREMENT5 AND INSTALLATION INSTRUGTiONS. NFRC CODE UNIT SIZE NO, WIDTH HEIGHT 5Q. FT. DESCRIPTION FRAME TYPE GLA55 TYPE AIRSP. FEATURES U VAL U x A A 6/0 x 4/0 1 6.00 4.00 24.00 SLIDER XO VINYL 2 GL LOW E ARG 0.512 0.25 6.72 i3 5/0 x 4/0 1 5.00 4.00 52.00 SLIDER XOX VINYL 2 GL LOW E ARG 0.512 0.25 8.96 G 2/6 x 2/0 1 2.50 2.00 5.00 SLIDER XO VINYL 2 GL LOW E ARG 0.512 055CURE 0.25 1.40 D 4/0 x 3/0 1 4.00 5.00 N/A SLIDER XO VINYL 2 GL N/A AT GARAGE N/A N/A 2 3/0 x &/a 1 5.00 6.67 N/A 5G EXT DOOR FI5ER6LA55 N/A N/A AT GARAGE N/A N/A 3 3/0 x 6/5 1 3.00 6.6-7 1 21.00 STORE DOOR FIBERGLASS 2 GL LOW E ARG 0.500 TEMP. 5. GLA55 0.25 5.88 4 5/0 x 6/5 1 5.00 6.61 54.00 5.6.0. XO VINYL 2 GL LOW E ARG 0.625 TEMP. S. GLASS 0.25 15.12 QUANTITY TOTAL: '7 AREA = 136.00 SQ. FT. TOTAL UA / AREA = UA AVERAGE = 0.2501 UA TOTAL 35.05 WINDOIN5 AND SLIDING GLASS DOOR: MILGARD BRAND DOUBLE GLAZED KTH LOIN E lb9 AND ARGON FILL. SG DOOR AND 5TORE DOOR: PEAGHTREE, THERMATRU, 51MPSON, OR EQUIVALENT. FIBERGLASS WITH JNOOD JAMB. NOTE: U= 0.25 TO MEET ENERGY GREF7IT REQUIREMENT. !a:S Z 0 w U W CCD r.F =Z DT Qx U �¢ �LL wLL :n _ 5 w r O m IU o q a lu K m A �) o Q Cra Cn Z W � a z 0 lu w L) w 0 0 UJ a w C1 w W N 0 O J z IL .(1 V■ U 2 Ju � n o Er I aXX 41 .- o r U w O Er UJ UJ 0 z Z3 U 0 0 RESUB Nov 27 2023 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT }O � QQ �0 rV Z� to IU "D Q� r 1tu m �L .lfl Sx z iI* o a x 15 Q � �i O �m ID12Z3 REVISIONS k] �i ° �� ' ( �(--C� r I c� �- 2` l 1 Interconnected Smoke Alarms Are A Requirem n j!� Of This Permit In Accordance With R314.2.2 1 sA �- A 2 `- + l� X -- - - - - 39 I� 4 I d -� 11 V rxT ►- - , — __ o ew-� 1 15 Li o- �. `0 `� � -� I I �� _ + � � � �— , . , r N,V✓, Igo �_ _ VV Ir 0/ 1 1 ,i J � k � � � sly �� C � � � � Q_ � � 1� I � o N Ir t _ 0 b �d Cox p ��� i d tL—� �I�I�_�oli 21 �II �r III 5D _ 1 Interconnected heat � •' t -1 detector is required �-� F I IF -at the new garage. �k %�, 4�x - 1 (0 ` F I°lam ✓X �a�Go �� l31 ' -� 4-f' a_ __ -N V'/- C��� O T 1 I i I I 11 II ' I fI I �I 1 11 —o 7l ©14 Ir� -�o �- I�-© ,o, 2rt . 2�k 11 �7, via, REF!^R�NG� FIRST FLOOR PLAN NORTH SGAL S 1/4" = 1'- O" I � Z RESUB- Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �o z° r 7 O n Q zo W� z� _� d z 'o V � t*- 0 a w� Q � �o 101 ( 2.23 1 REVISIONS :i] p � N ALBERT H. GOHEN VESISN GOMPAN"rRS. 330 DAYTON STREET SUITE 6 EDMONDS, WA 98020 AL5ERT HILTON COHE:N, ARCHITECT TEL (425) -116-75-75 v < Z `" " O mm� < >mm N 3�o 3 N Ax0 o O 5(f) W m PATNEAUIPE / LEE RESIVENGE 10111 - 241ST PL,AGE S.W. EPMONDS, ^A 018020 OF SERVICE • COPYRIGHT 0 AHC 2023 - UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGISTERED ALBERT H. COHEN STATE OF WASHINGTON emI Imo^'' E ri E)c ' X I T 2(012, xa, A`9 EAST MwEVATION SCALE 1/4" = 1'- O" i NEST ELEVATION SCALE 1/4" = 1'- O" SOUTH ELEVATION SCALE 1/4" = 1'- O" J E v,/ fJFW OKL> SYP5UM WALLBOARD FOR FIRE RATED SEPARATION AS NOTED ON PLAN.- 2x4 or 2x6 P.T. MUD5ILL WITH 5/5" 0 A. BOLTS @ 4 FT O.G. EMBED T' MIN., 12" FROM ENDS, S" x 5" x 1/4" WASHERS. AT PT WOOD USE CORROSION PROTECTED FASTENERS: I.E., ZMAX, HDG, OR 55TS00 —� Z 4" (P ONSPOUT T.L.- TIE INTO EX15T WHERE AVAILABLE Z_ d) 4" (P PERFORATED PERIMETER - DRAIN LINE IN FREE DRAINING (S,RAVEL, 1 CU. FT. PER .LIN FT. COVER WITH FILTER FABRIC. TYPICAL WALL: SIDING AS NOTED ON ELEVATIONS. 15# BUILDING PAPER OR WRAP. 15/32" CDX PLYWOOD OR 055 2x4 OR 2x6 STUD5 AT 16" O.G. GARAGE FLOOR: SLOPE FLOOR 5" TOWARD DOOR 4" CONCRETE SLAB WITH 4 3 gooW-.S rn 2 LAYERS LAPPED b MIL POLY V.S. • Q. 4" COMPACT GRAVEL AND SAND. SIM (2) #4 BARS #4 BARS HOKIZ. @ 15" Oc o - -#4 BARS VERT. @ 45" OG •. W/ ALT. STD. HOOKS a ' 5" CLEAR DEPTH AS REQUIRED TO REACH NATIVE, UNDISTURBED, BEARING SOIL. BELOW THE FROST LINE, VETAL SCALE 1" = 11-O" z 0 ww �� =z u~i = C) i U m Q �h� LL WQ ED to as rn co ,It LA J W 0 W LL } m O O W nnss '1 U luO W v O w 13- O y z z 6 lu J SW � ..nn _A �A�■ V■ LL V' VI� t_n h W W � O O Z l w ~ U_ lu O 0 EL �Lu tj W >u, o JU V = p J a � � m N V• !9 U z lu o N = I a � o r U OL W a w EfJ LL 0 4 Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES REVISIONS t(��7• z3 r INSULATE EXTERIOR WALLS OPENED IN CONSTRUCTION: R-15 FOR A 2x4 STUD WALL R-21 FOR A 2x6 STUD WALL �d Q Y-OX i r I I G�fJG t��b�-t 15x 6)� v - NORTH ELE\/ATION °®= AG -CO PRODUCTS, INC. 701 WEST STATE STREET, SUITE A SAINT JOHNS, MICHIGAN 48879 (800) 522-2426 www.footin-qRad.com. (All Dimenslons In Inches) FIGURE 5--FP-24 F00TINGPAD• TABLE 1— FOOTINGPAW POST FOUNDATION ALLOWABLE LOADS (POUNDS) RELATED TO LOAD -BEARING PRESSURES OF FOUNDATION MATERIALS FOOTINGPADG MODEL PAD DIAMETER LOAD -BEARING PRESSURES OF FOUNDATION MATERIALS' 1500 psf 2000 psf 2500 psf 3000 psf FP-10 10 inch 810 lbs. 1081 lbs 1351 lbs 1622lbs. FP-12 12 inch 1126lbs. 1536 lbs 1946 lbs 2356 lbs. FP-16 16 inch 2009 lbs. 2739 lbs 3470 lbs 4200 lbs. FP-20 20 inch 2687 lbs. 3973 lbs 5259 lbs 6545 lbs. FP-24 24 inch 4013 lbs. 5784 lbs 7556 lbs 9327 lbs. For SI: 1 inch = 25.4 mm; 1 Ibf = 4.4 N; 1 Ibf/ft2 = 47.9 Pa. 1. Load -bearing pressures of foundation materials shall be determined using the presumptive load -bearing values in IBC Table 1806.2 or IRC R401A.1, as applicable, or the load -bearing values shall be determined with a site -specific soil investigation, as required by the code official. - MATERIALSroIn Min:12 Max :15" I FPIDSIWEIGHT,1,35 Kg UMLLSIU)ON / USE:4X 4 CAPACITEICAMCITY 2725 LB5 SCALE 1/4" = 1'- O" �6w rAr o MIN, 318" WOOD STRUCTURAL PANEL SHEATHING ON ONE FACE MIN.2X4 FRAVJNGtAN. DOUBLE STUDS REQUIRED. (2) HOLD-00%Wl OR (2) STRAP -TYPE ANCHORS PER TABLE R602.10.6.1 (0 OF EACH SHOWN FOR'CLARITY). STRAP TYPE ANCHORS SHALL BE PERMITTED TO BE ATTACHED OVER THE WOOD STRUCTURAL PANEL PAIJEL MUST BE ATTACHED TO CONCRETE FOOTING OR CONCRETE FOUNDATION —� WALL CONTINUOUS OVER BRACED WALL LINE PAIJEL LENGTH PER TABLE R60210.5 a , �.•_ 4. Y ,•� - { �- ,. 4 4 FOR PANEL SPLICE (IF NEEDED) ADJOINING PANEL EDGES SHALLMEET OVER AND BE FASTENED TO COMMON FRAMING 80 COMMON OR GALV. BOX NAILS @ 6- O.C. ATPANEL EDGES. FOR SINGLE STORY AND @ 4- O.C. PANEL EDGES FOR THE FIRST OF 2 STORIES STUDS UNDER HEADER AS REQUIRED 8D COMMON OR GALV, BOX NAILS @ 12- O.C. AT INTERIOR SUPPORTS MIN. REINFORCING OF FOUNDATION, ONE 94 BAR TOP AND BOTTOM, LAP BARS 15-MINIMUM. (2) 112' DIAMETER ANCHOR -J �— LUNI6fUM FOOTING SIZE UNDER BOLTS LOCATED BETWEEN OPENING IS 12-X 12%A TURNED -DOWN 6- A14D 12- OF EACH END OF SLAB SHALL BE PERI-IITTED AT DOOR THE SEGMENT OPENINGS. ALTERNATE BRAGE17 NALL PANEL METHOD ABW FIGUE R602.10.6.1 NO SCALE LATERAL BR C.,MV kNALL PANELS "BWP" PER IRG R602.10 CATESORY 02, 80 MPH WIND SPEED BRACED WALL PANELS ARE IDENTIFIED ON PLANS AS "BWP" 1. BRACED WALL LINES MUST BE NO MORE THAN 25 FEET APART OR 35 FEET FOR A SINGLE ROOM UP TO WO 5aUARE FEET. PANELS IN A BRACED WALL LINE SHALL NOT BE OFFSET FROM EACH OTHER MORE THAN FOUR FEET. 2. PANEL EDGE5 SHALL BE NO MORE THAN 20 FEET APART. PANELS SHALL START WITHIN 10 FEET FROM AN END OF A BRACED WALL LINE. IF A PANEL DOES NOT START AT A BUILDING CORNER, THE GL05E5T PANEL EDGE TO THE CORNER SHALL HAVE AN 1500 LB RATED HOLD DOWN CONNECTED TO DOUBLE STUDS. 3. BRACED PANELS SHALL BE A MINIMUM OF FOUR FEET LONG, GOVERIN6 THREE STUD SPACES WITH STUDS AT 16" OG, AND WITH 15/52" GDX PLYWD NAILED 8d @ 6" Or, EDGES AND 12" OG FIELD. MAXIMUM HEIGHT 15 10 FEET. 4. ALL VERTICAL JOINT5 OF PANEL 5HEATHIN6 SHALL OCCUR OVER 5TUD5. HORIZONTAL JOINTS SHALL HAVE 2X BLOCKING BETWEEN STUDS. 5. 50LE PL.ATE5 SHALL BE NAILED TO FLOOR FRAMING WITH (5) 16d PER 16" AND TOP PLATE5 16d 0 16" OC, LAP TOP PLATE SPLICES FOUR FEET WITH (5) 16d AT EACH 511;)E OF SPLICE AND PROVIDE RIM J015T OR BLOCKING WHERE FLOOR JOISTS ARE PERPENDICULAR TO PANEL. 6. MUDSILL SHALL BE BOLTED TO FOUNDATION WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS AT LE55 THAN 6 FT OC, WITHIN 12" OF ENDS, AND EMBED T' MIN. INTO GONG. FOUNDATION. RETROFIT ANCHOR BOLT5 SHALL BE " ry U jz �f cc oL, l 21I F14H :O'`I 7'e7" ?� 3'15b5 tt rP IFX Hu to-t�IL., V_1L I�L101131� A--)L61 J�,L loo,5� ALTERNATE BRAG EV YNALL PANELS " ABW" PER IRG R602.10.6 ONE STORY BUILDING ALTERNATE BRACED WALL PANEL5 ARE IDENTIFIED ON PLANS AS "ABA" 1. ALTERNATE BYNP SHALL BE A MINIMUM OF 32 INCHES LONG AND LE55 THAN CI FEET H16H, OR 34 INCHES LONG WITH A MAXIMUM WALL HEIGHT OF 10 FEET. PANEL TO BE SHEATHED WITH 15/52" GDX PLYWOOD NAILED 8d @ 6" OG EDSE5 AND 12" OG FIELD. 2. ALTERNATE BRAGED WALL LINES SHALL NOT BE OFFSET FROM EACH OTHER MORE THAN FOUR FEET AND SHALL START WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE. AND BE NO MORE THAN 25 FT APART, OR 35 FT APART WITH A 5INOLE ROOM UP TO q00 SQUARE FEET. 5. ALL VERTICAL JOINTS OF PANEL 5HEATHINS SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL HAVE 2X BLOCKING BTWN STUDS. 4. SOLE PLATES SHALL BE NAILED TO FLOOR FRAMING WITH (5) 16d PER 16" AND TOP PLATES 16d (D 16" 00. - 5. MUD5ILL SHALL BE BOLTED TO FOUNDATION WITH A MINIMUM OF TWO 1/2" DIAMETER X 10" LONG ANCHOR BOLTS PLACED AT PANEL QUARTER POINTS, AND EMBED 7" MIN. INTO GONG. FOUNDATION. RETROFIT ANCHOR SOLT5 SHALL BE Ys " DIAMETER KVI K-BOLT II WITH MIN 5" EMBEDMENT. 6. A TIE -DOWN DEVICE, WITH UPLIFT CAPACITY OF 1500 L55: 51MP50N 5THD 10 SHALL BE PLACED AT EACH END PER MANUFACTURER'S RECOMMENDATIONS. NAIL TO DOUBLE 2x 5TUD5 IN WALL ABOVE. M z 0 WU xZ F- o o- LL LLJ C Lo 3 0 w m Ow 111 O V ca o z 2, z a W � o w Am � to Q a z w ill O 0 0 W w CL a w L O w W N C O x A J h z IL N M VI U 2 Id.1f r 0 w O U co 0 0 LU RFRUK U Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES .. .-DEPARTMENT �ry r zoTO r OL OQ z 1' tu w' aIU 0 JUU `� u .N s Yz z � r x �Q LU O L' <m < lID•(2•Z3 REVISIONS 0 4w tly-411-41 I ! n IS I I I — I Z7 r, f L L�. U J j ew r w us �_-- 2 3.r::) yl- T F.V�1 AA 0, ofz- �W:p a, V jz Ex TIE TO EXISTING FDN FOUNDATON GONNEGTION: t `,�� _ PROVIDE (2) #4 PINS AT WALL G� Qc(i P 1 >a �Y , (p N f AND (2) #4 PINS AT FOOTING, EMBED 4 INGHES MINIMUM O GJIMp't' d !+ P;E>L `cam IN HIGH STRENGTH GROUT. �► F � � FOUNMATION PLAN r]K=T M-VGlK rKAtMINC-7 f'wL A%N SCALE 1/4" = i'- G° �K� �Or- .. '�po t'j 4L W04P P:;, too 21 E;�-5. I tJ^iJ Gi 72 4, t f7r, .Ate 17 Al �r R�FER�NG� NOr TH z r U WLu � �r zz 3�z U Q W O mw co Q� 0 lu v � o N � } m o o z to A m z 0 � ` u, JU llL Q z o a. = 0 z Ju l w0 U O 0 d lil lu A W O J w N Q 2 Z lu .n Vl r ry O CV U = Z � 1 o � OL a Q U O W o z z w { RESUO Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z° oQ � zo �Lu p� U Z N w 2: Q OLu � �z z OL mQ Lu Jo-1Z•Z3 REVISIONS Iltr 17�23 E \ (�( FZ?,F 4 I HAL i, d)AS 12 ROOF FRAMING PlmAN 5G,4L.E 1/4° = l'— 0' 1,3 Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT `2 Q � r rm- X w UL OQ Q In lu W ,D A U U W =z z MQ S w �m m Q f©- 1 Z•23 REVISIONS l'2-7,Z� 11 15[evl�-tz, ex W/1 6A e' vVC-I" ".- -/I C-q C."a U fJ ,� Jot ,�,% 5C,ALE 014�:ff, P` ?,X 5LAiE�, —1 G '57Heok�IQ,.; 24%r� Pcg rw� L)i'r 10h7d LA,11 D i S -121 HI -�/�� I N-.�K— IJEw E. -I� pot1E�,1s fbuf V.8, .ce a b- r.,z Ie! � 'tILLE �J'/z�P1�,�.1) Sq!�;,T-6 e'la"Ot'. SHIM FOR A TOTAL CLEAR DEPTH OF 6.33" SPRAY FOAM INSULATION R-6 P/IN. FOR TOTAL OF R-38 - 0.5 ENERGY CREDIT ���N s ark v c - v vim- to- � ToAt;QAee)STWALL HT, 'IWO 4 r W)W`6 -67CIEA, 4TInjiNer, VA c.z;m HzprJ SCALE wrl 0A,l Lgp'll—� it I 'lGv`i` J� L1 � %v c®' oc- IF LTs SCALE 1.1 = 11..011 0 L11W lz 14 4 � i��Wm rAjz�� 0 1 1 tier ► D P FT 111 = 11-0., fil� �t �� 5x�ti A�Lfn� F-111 >� Kai m E mam aww■■�s�■■� aNi■■wa�w ■ ,a�t■Il� �)4 L-L] [ DETAIL s J 0 } O m iu o v o z z � Q 0 sa•sl 7 > � Am y tSl 0 A a. a tZ w 0 0 Z wt� 0 U t O O a a w W L t N o JU v A -1 U N U 2 tu c— Q O fy 2 I a o O `' W 0 LU �ESUB Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT [a•l2•Z3 REVISIONS m SCALE 3." = 1'-0i1